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HomeMy WebLinkAbout6.1-1897A.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE. Asphalt concrete shall be Type A (modified) for all arterial and collector streets and Type B (modified) for local streets and shall conform to the provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these special provisions. Prior to the addition of asphalt binder, the combined mineral aggregate for Type A (modified) or Type B (modified) asphalt concrete shall conform to the requirements of Section 39-2.02, "Aggregate," of the Specifications for 3/4" maximum, medium grading. Asphalt binder for Type A (modified) asphalt concrete shall be AR-8000 viscosity graded asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) asphalt concrete shall be AR-4000 viscosity graded asphalt, unless otherwise directed by the Engineer. The asphalt binder shall conform to the requirements in the table for "Steam -Refined Paving Asphalts," in Section 92-1.02, "Grades," of the Standard Specifications. When directed by the Engineer, aggregate conforming to any of the grading requirements in Section 39-2.02, "Aggregate", of the Standard Specifications shall be used to surface intersections, tapers, and other areas where thin layers of asphalt concrete are being constructed. The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by the Contractor in accordance with California Test Method 367 using samples of materials proposed for use in the work. The amount of asphalt binder shall be approved by the Engineer. At least 14 days prior to the start of work, the Contractor shall submit the following for the engineer's review and approval: a. A list of aggregate and asphalt sources. b. Documentation verifying that the aggregates to be incorporated in the work conform to the requirements of Section 39-2.02, "Aggregate," of the Standard Specifications and these special provisions. Material sieve analysis and sand equivalent test results should not be older than six (6) months. All other test results should not be older than one (1) year. C. An asphalt concrete mix design determined in accordance with California Test 367. Laboratory test results on which the design is based shall be submitted with the mix design along with the theoretical maximum density of the design mixture as determined by ASTM D2041. The asphalt concrete mix shall meet the requirements of Section 39-2.02, "Aggregate," of the Standard Specifications and these special provisions. If the data submitted shows that the materials are substantially the same as when the design was prepared, the design may be up to three (3) years old. The Developer shall bear all costs associated with the asphalt concrete mix design. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement shall be saw cut. A prime coat will not be required on non -paved areas to be surfaced prior to the placement of asphalt however, all other requirements of Section 39-4.01, "Subgrade," of the Standard Specifications shall be met. The area to which paint binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto the existing pavement surface beyond the limits of construction. Paving joints shall match stripe locations unless otherwise permitted by the Engineer. Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional asphalt concrete shall be placed at road connections and private drives, where shown on the plans and as directed by the Engineer, and hand raked, if necessary, and compacted to form smooth, tapered connections. The field density of compacted asphalt concrete shall be determined by. a. A properly calibrated nuclear asphalt testing device in the field, or b. ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc stearate may be substituted with paraffin. In case of dispute, method b above shall be used. Where the compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving operations shall be conducted in such a manner that, at the end of each work shift, the length of pavement along the longitudinal drop-off between adjacent lanes is not greater than that which can be surfaced during the following shift of normal paving operations. Additional asphalt concrete shall be placed along the transverse drop-offs on each lane. Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or other approved bond breaker, may be placed conforms to facilitate the removal of the conforms when paving operations resume. Where the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving operations shall be conducted in such a manner that the layer of asphalt concrete is placed on all contiguous lanes of the traveled way before the lanes are opened to public traffic. At the end of each work shift, the distance between the ends of a layer of asphalt concrete on adjacent lanes shall not be greater than 10 feet. Additional asphalt concrete shall be placed along the transverse drop-offs on each lane and along the longitudinal drop-off between adjacent lanes. Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or other approved bond breaker, may be placed under the conforms to facilitate the removal of the conforms when paving operations resume. Asphalt concrete shall be compacted to a minimum 92 percent of the maximum theoretical density as determined by ASTM D-2041. In -place density shall be determined in accordance with California Test 375. If the in -place density of any lot of asphalt concrete is less than 92 percent or greater than 94 percent of the maximum theoretical density, the contractor will be advised that the required relative compaction is not being attained and that the materials or procedures or both, if needed, need adjustment. Asphalt concrete spreading operations shall not continue until the Contractor has notified the Engineer of the adjustment that will be made in order to meet the required compaction. If any successive test after notice is given does not meet the specified range, the asphalt concrete represented by that lot shall be removed and replaced with material that meets the in -place density requirements. If the test results for any lot of asphalt concrete indicate that the relative compaction is either less than 90% or more than 96%, the asphalt concrete represented by that lot shall be removed and replaced with material that does meet the in -place density requirement. The corrective work shall be at the Developer's expense. The Contractor should be aware of existing sewer and storm drain manholes within the roadway. If the finished surface of the asphalt concrete does not meet the specified surface tolerances, it shall be brought within tolerance by either: (1) abrasive grinding with equipment utilizing diamond blades, (2) removal and replacement, or (3) placement of an asphalt concrete overlay. The method will be selected by the Engineer. The corrective work shall be at the Developer's expense. If abrasive grinding is used to bring the finished surface to specified surface tolerances. additional grinding shall be performed, as necessary, to enlarge the grinding area so that the longitudinal limits of grinding are at a constant offset from, and are parallel to, the nearest lane line or pavement edge, and the transverse limits of grinding are normal to the pavement centerline. All ground areas shall be neat rectangular areas of uniform surface appearance. Abrasive grinding shall conform to the requirements in the first paragraph and the 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 Developer's expense. The fog seal coat shall be either rejuvenating agent or asphaltic emulsion as directed by the Engineer. 0a 1•j f.: PACHECO--19-RO ADI 19 20 D22MM-_ FAIR W _]LOAD 12, 30 27 a: McCUT HEN 2W HO KNG 31 0 = 34 35 LJ6 31 N McKEE I ROAD GREENMIj) T HWY. PUMPEINN 5 1194 3 y �I 1 E6: 6 PROJECT URNOW a 2 n� 0 3REo 9 W l= 8 N 10 F 11 12 7 0 r' '�❑6� J5?� .G14 13 18 N.T.S. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF CALTRANS. 2. THE FOLLOWING CALTRANS STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: A87A, D72, D73, A74, ES-6E, D74B, A74, D74C, D77A, D78A, A20A, A20B, A20C, A20D, A24A, A24B, A62D, A62DA, A73A, A88A, 3. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CALTRANS STD. A74. OO TO BE INSTALLED OO EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS PER CALTRANS STANDARD. INSTALL STANDARD STREET NAME SIGNS PER CALTRANS STANDARD. INSTALL METRO SIZE STREET NAME SIGNS PER CALTRANS STANARD. -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER CALTRANS STD. ES-6A TYPE 15 WITH 6' PROJECTED LENGTH. -e) INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. PER CALTRANS STD. ES-6A TYPE 15 WITH 6' PROJECTED LENGTH. -ED INSTALL STANDARD STREET LIGHTS, 22000 LUMEN H.P.S.V. PER CALTRANS STD. ES-6A TYPE 15 WITH 6' PROJECTED LENGTH. 6. INSTALL TYPE "A2" CURB AND GUTTER, PER CALTRANS STANDARDS A87A, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 9.. INSTALL HANDICAP RAMPS PER CALTRANS 2006 STANDARD PLANS A88A CASE C. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER CALTRANS STD. SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING CITY OF BAKERSFIELD ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE CITY OF BAKERSFIELD RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. SCALE: 200' 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK". AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CALTRANS REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CALTRANS TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 17. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 18. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF -HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. 19• REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SEC11ON 37, BITUMINOUS SEALS", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC SAFETY," OF THE STANDARD SPECIFICATIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE STANDARD SPECIFICATIONS. TRAFFIC DELINEATION. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEA1ON IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DEUNEA11ON DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DELINATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS". THE FIRST SENTENCE OF SECTION 84-2.01 "MATERIALS" SHALL BE REVISED TO READ: THE THERMOPLASTIC MATERIALS SHALL CONFORM TO STATE SPECIFICATION 8010-21C-19. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS: PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF THE STANDARD SPECIFICATIONS. BENCHMARK. - BENCHMARK DISK STAMPED - Q 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER STINE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL WITH THE HIGHWAY. ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88) BASIS OF BEARING: THE BEARING OF N89'04'33"W, FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. M.D.M. AS SHOWN ON FILED MAP NO. 7-1 BK. 6, PG. 27, WAS USED AS THE BASIS OF BEARINGS HEREON. KEY MAP SCALE: 1 "=200' LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSEC1ION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE GB GRADE BREAK R/W RIGHT-OF-WAY FURNISH & INSTALL SURVEY MONUMENT PER CALTRANS STD. A74-TYPE D @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER CALTRANS STANDARD. + FURNISH & INSTALL METRO STREET SIGN PER CALTRANS STANDARD. FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER CALTRANS STD. ES-6E. -� FURNISH & INSTALL STREET LIGHT-22000 LUMEN PER CALTRANS STD. ES-6E. $- FURNISH & INSTALL STREET LIGHT-9500 LUMEN CALTRANS STD. ES-6E. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER CALTRANS STANDARD. "R1-1" - STOP "W3-1" - STOP AHEAD "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3-5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT "W73A(CA)" - RIGHT LANE TURNS RIGHT AHEAD "R81(CA)" - BIKE LANE "W31(CA)" - END W/OM4-3 MARKER "W14-1" - DEAD END NOTE: "W14-2" - NO OUTLET SIGN NUMBERS ARE FEDERAL CODES "W1-7" - DOUBLE ARROW UNLESS OTHERWISE INDICATED BY "W14" - SINGLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-1" - CURVE ARROW CODES. "W3-3" - SIGNAL AHEAD D CONSTRUCT STORM DRAIN - PER CALTRANS STDS. -- ® CONSTRUCT STORM DRAIN MANHOLE - PER CALTRANS STDS, CONSTRUCT CATCH BASIN - TYPE GO PER CALTRANS STD. D74B. TRACT BOUNDARY w FURNISH AND INSTALL WATER LINE )j FURNISH AND INSTALL GATE VALVE FURNISH AND INSTALL WHARF HYDRANT - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE u JOINT UTILITY TRENCH & CONDUIT FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Ts FURNISH & INSTALL IRRIGATION CONDUIT iR FURNISH & INSTALL INTERCONNECT CONDUIT IC TR3 TR5 TR6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE SECTION DESIGNATION: SECTION LETTER L-- -- - A 2 SHEET WHERE SECTION IS SHOWN CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA IMPROVEMENT PLANS FOR STATE ROUTE 119 TAFT. HIGHWAY INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. SR-119 STREET PLAN PHASE 1 (STA. 10+00.00 TO STA. 23+00.00) 3. SR-119 STREET PLAN PHASE 1 (STA. 23+00.00 TO STA. 34+00.00) 4. SR-119 STREET PLAN PHASE 1 (STA. 34+00.00 TO STA. 44+00.00) & ASHE ROAD 5. SR-119 STRIPING PLAN PHASE 1 6. SR-119 STORM DRAIN PHASE 1 7. SR-119 STREET & STRIPING PLAN PHASE 2 8. STREET SECTIONS (STA. 10+00.00 TO STA. 23+00.00) 9. STREET SECTIONS (STA. 23+00.00 TO STA. 34+00.00) 10. STREET SECTIONS (STA. 34+00.00 TO STA. 46+00.00) 11. TYPICAL STREET SECTIONS NOTE: 1. ALL WORK IN THE STATE RIGHT OF WAY WILL BE CONTROLLED AND INSPECTED BY CALTRANS PERMITS DEPT. TO .THE CURRENT STANDARDS. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, CALTRANS CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 3. COMPACTION TESTS WILL BE THE SUBDIVIDERS - RESPONSIBILITY. NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CALTRANS FIELD REPRESENTATIVE. 4. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS AS SET FORTH BY CALTRANS HAVE BEEN MET. LIST OF MATERIALS ITEM UNIT TAFT HIGHWAY OFF -SITE A.C. PAVING TONS 22095 AGG. BASE CUYD 6134 SUBGRADE PREPARATION SQYD 24536 CURB AND GUTTER LF 3594 MEDIAN CURB LF 3505 SIDEWALK SQFT 22689 ADA RAMPS SQFT 690 TRAFFIC CONTROL SIGNS EA 27 METRO STREET SIGN EA 3 9500 LUMEN STREET LIGHTS EA 6 SAW CUT LF 1773 EA HIGHWAY � LENGTH LF 2643 18" RGJ-RCP LF 875 OUTLET STRUCTURE EA 1 TYPE "GO" CATCH BASIN EA 6 STANDARD MANHOLE EA 2 16" CLASS 150 WATERLINE LF 1054 16" GATE VALVES EA 1 12" CLASS 150 WATERLINE LF 83 WARF HYDRANT -INSTALLED EA 1 6" FIRE HYDRANT -INSTALLED EA 1 }S m CD CD CD Z U U Y W E� s 2 N N V! v o a o U U C1 -o a ck:Of 0 UJ 0 Q N 6) 0 CD 0 VICINITY MAP BEGIN CURB & GUTTER/ & BEGIN CONSTRUCTION STA. 10+53.02 C.L., 112.69LT.= STA. 10+26.02 F.L. BEGIN EP-B.C./ BEGIN CONSTRUCTION STA. 10+48.08 C.L., 105.65LT. ELEV. 347.35 F.P. A$HE AD I lei [[SE.... ,4 1:Ii 1 II I 5 I (� FD. K.C.S. CONC. MON. DOWN \\\ 1 24" FOR WITNESS CORNER 40' _.._._.NORTH OF S.W. COR. 34, 30/27 3 PER R/S BK. 15, PG. 178 _... ru N 30 J O I.-W 0 M QN m M " U J_I Li UU \\o N o0 w oo FQ- U Z O O N ~'C o 66 Z 3 � r¢-' c� vi u� to f r r { � \ IRL \\\� Z) -1 II B.C.R.(FUTURE) ~ �` o J o J 0 U > 11 p STA. 10+53.08 C.L., 105.69LT.= ^ ^ o If 11 J ao 0 0 _j a-o STA. 10+33.02 F.L. ? -�� - m rn oco O d' n -� O o`er O N' CD 0° W' a UW ¢ W D_ U O C.�ti - W � J - Z J O \ J -i N ^ pM to \ N (� COto LA p U E.C.R.(FUTURE) a `�'°° m ,.o� _ v om 2 -i 6LL O a 00 .- rl M> _ -j-j O ^ ,�,W U Ln Z STA. 10+88.08 C.L., 71.00LT.= olooN (D(o w d- oia? tY w tiid O 4 00 - - d- to m to p - Z W JJ>w _ _ vr,_ z U4JwW STA. 10+87.69 F.L. m ++ �� m ¢ co06 +� a- Q F- Dom ++ {� �r.A _ \a c� >_ �J Ury - cir:w NN W_r H rnrn z - J NNW -� o 6LL: M P-E.C. o m =�' Z d-d- - w 00 +� I- m o� CUD- 0 " NW Q ¢ to 0.-- ¢ NNJti 0 Z d'd' t7 W) Q NN OOJ ¢ MM Y ¢ TA. 13488.08 C.L., 66.00LT. w LEV. JE ¢¢ Nu I a j r¢- J w r¢-r- < ~ -� Ohm m� cocfl= 00-1 - O OCD m S ++Jtjj m 348.40 F.P. r, i to w m � N i z <� wZ JQ o Of N� �o NNU + + r- ++ff)nwN a,+ (n a w J � rnrnQN 0) w ++ Mc) cif m ------ ------------ --------------- - --,- - - ---- - W N (n FUTURE R/W m Qx (6 M U 00) U r �- .�� CL N a cn �i� Nr-o bi .. _ ... __ _.. _........z _ -------_ - _ ----_ -_ ------- - - 0 QW C.9 m QQ Imlu) N 1 N (n - r EXISTING CAL- BANS R ti PER FUTURE CURB &GUTTER SEE SHEET 11 FOR 4 - `- ` ___- - - - _ _ _ -- u.iw V)iw l" O�.r2060125^ �- �O O R - ._ 12 EXPANSION PAVEMENT 1 _ --- .. .. DETAILS 10 12 1 6 TELEP..IONE SIGN 6 PROPOSED E.P. ________________ DRAIN 8 DRAIN CA T L1 �W {; "i h7L� -� 7. \ n O- O > p ri w V) U U W CU Ii - CD d r- N 00 C)o I i c5ci ' M I - Z 0 - O+iCD 1 TENTATIVE TRACT NO. 6758 w \�, `j U + nn, NN ' \ a UlLd P/L ` 1 R/W W73A CA 4 - - _ -348 if of 16" -DRM - -- A CA 1 !ON1• I j' a4R '1 1 1 11' / i .• . 1 11 • . / i . 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STA. 13+29.31 C.L., 20.00RT. rR _ COMPLETED WITH PHASE 1 18" DRAIN --IR 1 ELEV. 348.82 F.P. 1 6 11 € R ... !' ... j -"-`----------------------- 2 SEE SHEET 10 I w �12 ________ Lo EA. ._Dt�._. rAY1.v.F 1, -------------------- ------------------------------------------- _ - - R_______________-_-_-_-_-_-_-_--;''ate.`°-------------- ------------------------ ------- ----------------------- -1 = N-�------- _... T R - SEE SHEET © i�/----------------,'` .-- ------ --------------------------------- ----- -'--- --- -- -- 2 - -- -90301 -- -- -- - ----------- _a.a o-a 11 ! TR a --- --- F--- - Z Z li--- - -- - -- / STA 9+68.41 ClSHE RD. 67.14RT.= FUTURE P/L� FUTURE R/W I ao. N 11 j -�-- I R26 STA. 10+67.24 Cl.,.LTAFT HWY. 31.40RT. W Z o tO F:co 1 n U P L ELEV. 348.87 F.P. t r J t _ t l I o m .+ mot co 11 I o n i If o po I� m � j� s z x r7\ rn 1 ( w ao � ►= o`p O ¢� 10 I I 1 1 r\ Q w I i o d>; m \ MI N41 o a N zm I� 0 1 i TAFT HIGHWAY (STATE ROUTE Vl� KER119 Ww;LLJW�� - ^ �� ^ �M �� NZ ��1Q� ' I TENTATIVE TRACT NO.6759 J J Q II 11 fh W JJ W - 6ti W CUdU (PHASE 1) to mz �� o C3�W� �� o C)L,wW � o M �F-I- I N� (STA. 10+00.00 TO STA. 23+00.00) �_ CD Co Z J Z J Y Op ¢ -- �, m U co c0 00 00 W J H 0) OI tb m W -i ¢ O O w Z st a0 m¢ c6 n = m ++ Z N N ii Z d: Z N N li W m m C.1 ,,, W- U� CO CO (n tO COJp O ihM (n� OCD-,, m ++ m ,)nn' \/FRT (`I IR\/� fnnf>n.f Z U m ± +�+ W .. ++ ¢ Z f++) Po .(n p�p� U') CAS mr ++ .L'i W f•f\ 354 352 350 348 346 344 342 10� CONSTRUCTION NOTES: OCONSTRUCT "TYPE A2-6" CURB & GUTTER PER CALTRANS STANDARD PLAN A87A, OCONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER CALTRANS STANDARDS. OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN A88A-CASE C. OSAWCUT EXISTING E.P. AS INDICATED OR ON EDGE LINE OR AS DIRECTED BY A CALTRANS FIELD REPRESENTATIVE. OPAINT 12" LIMIT LINE/CROSSWALK LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ©EXISTING UTILITY TO BE RELOCATED. U1ILITY OWNER TO APPLY FOR & OBTAIN AN ENCROACHMENT PERMIT FOR RELOCATION OF THEIR FACILITIES. OOBLITERATE EXISTING STRIPING PER CALTRANS STANDARDS. ®CONSTRUCT "TYPE B1-6" MEDIAN CURB PER CALTRANS STD. PLAN A87A. OTREE TO BE REMOVED BY OTHERS. EXISTING UNDERGROUND UTILITIES PRESENT, CONTRACTOR TO VERIFY LOCATION AND 1O COVER. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND RELOCATE UTILITIES AS NEEDED. I) REMOVE AND DISPOSE OF EXISTING IRRIGA1ION PIPELINE AND APPURTENANCES. 2 CONSTRUCT "TYPE D" ASPHALT DIKE PER CALTRANS STD. PLAN A87B. 3 COLD PLANE EXISTING PAVEMENT TO A DEPTH OF 0.15' AND A WIDTH OF 12' FROM CONNECTION POINT. 4 CONSTRUCT 5% CONFORM BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT EXPANSION. NOTES: 1. ALL CATCH BASINS TO BE "TYPE GO" PER CALTRANS STD. D74B, 2" DEPRESSION W/ GRATE PER STD. D77B. 2. REFER TO PLAN FOR STRIPING DETAIL # PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SEC11ON DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN PH, SEE 7M O+i M Ja+uu I/+uu 13+00 19+00 20+00 21+00 LEGEND: FL ABBREVIATIONS ME MATCH EXISTING FLOWLI LEGEND R1-1 fCONT.L- FURNISH & INSTALL TRAFFIC SIGNS PER CALTRANS STANDARD. LEGEND (CONT. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CL POVC POINT VERTICAL CURVE CENTERLINE BVC BEGIN VVEERTICAL CURVE "R1-1" - STOP "S5-2" - END SCHOOL ZONE "R6-1" IR FURNISH & INSTALL IRRIGATION CONDUIT ELEV ELEVATION EVC END VERTICAL CURVE - ONE WAY "W31(CA)" - END "R5-1" - DO NOT ENTER "W14-1" - DEAD END IC FURNISH & INSTALL INTERCONNECT CONDUIT BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "W14-2" - NO OUTLET T�3 Tg5 T�6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3-5R" - RIGHT TURN ONLY 'WI-7- - DOUBLE ARROW W/ OM1-3 MARKER TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "W1-6" - SINGLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "Wt-1" - CURVE ARROW TRs FURNISH &INSTALL 2-3"(75mm) SCHEDULE 40 CONDUITS PIVC POINT OF INTERSECTION FP FINISH PAVEMENT "R7-9" - NO PARKING "W3-3" - SIGNAL AHEAD INSTALLED IN CONFORMANCE TO SEC. 86-2.05 OF THE OF VERTICAL CURVE FC FINISH CONCRETE BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT CALTRANS STANDARD SPECIFICATIONS, WITH NO. 5 PULL BOX P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE "W3-1" - STOP AHEAD "S4-3" - SCHOOL PER CALTRANS STANDARD PLAN ES-8, WITH LID MARKED PA PROPERTY LINE R/W RIGHT-OF-WAY "R2-1" - SPEED LIMIT 20 "W73A(CA)" - RIGHT LANE TURNS RIGHT AHEAD "TRAFFIC SIGNAL". E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EXISTING UNDER GROUND BIKE LANE MARKINGS PER CAL -TRANS STANDARDS (EX.)EXIST. UG - - CONSTRUCT STORM DRAIN PER CALTRANS STANDARDS. FURNISH & INSTALL SURVEY MONUMENT PER CALTRANS STD. A74-TYPE D 0 CONSTRUCT STORM DRAIN MANHOLE PER CAL -TRANS TYPE III ARROW CALTRANS STANDARDS. LEFT OR RIGHT AS APPLICABLE @ EXISTING SURVEY MONUMENT CONSTRUCT CATCH BASIN "TYPE GO" PER CALTRANS STANDARD CAL -TRANS TYPE V ARROW FURNISH &INSTALL STREET SIGN PER CALTRANS STANDARD. PLAN D74B. FURNISH & INSTALL METRO STREET SIGN PER CALTRANS STANDARD. u EXISTING UTILITY TRENCH �. "STOP" MARKING PER CAL -TRANS STANDARDS FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER CALTRANS STD. ES-6E. 0 UTILITY TRENCH 111 E.0 "AHEAD" MARKING PER CAL -TRANS STANDARDS -� FURNISH &INSTALL STREET LIGHT-9500 LUMEN CALTRANS STD. ES-6E. --- -- --- TRACT BOUNDARY ` '� '`,4> EXISTING STRIPING AND MARKINGS, TYPICAL ..a PHASE BOUNDARY NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED E- FURNISH & INSTALL STREET LIGHT-22000 LUMEN PER CALTRANS STD. ES-6E. t'---- EXISTING TELEPHONE ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR w EXISTING WATER TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 9 /\ACV ro I O - I O 0 �O �M 354 352 344 342 �... 30 22+00 23+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 35.00' 54.67' 34.70' 89'30'00" 35.00' 55.08' 35.10' 90'09'52" Q 41.34' 39.30' 21.28' 54-28'19" ® 40.00' 62.49' 39.66' 89'30'20" TAPER DATA NO. \'/ (FUTURE) \/ STATION OFFSET FROM 14+85.08 71.00LT. 14+90.08 70.97LT. 14+95.08 70.88LT. 15+00.08 70.72LT. 15+05.08 70.50LT. 15+10.08 70.22LT. 15+15.08 69.88LT. 15+20.08 69.47LT. 15+25.08 69.00LT. 15+65.08 65.00LT. 15+70.08 64.53LT. 15+75.08 64.13LT. 15+80.08 63.78LT. 15+85.08 63.5OLT. 15+90.08 63.28LT. 15+95.08 63.13LT. 16+00.08 63.03LT. 16+05.08 63.00LT. EXPANSION PAVEMENT SCALE: NONE =J1L ► •l 9 V wm 0 SCALE: NONE 0 O M N Q V) LEGEND ".(CONT.�: _..... ..._._.........%Z4............... _............ .___.._.../�._......... _....... .... _..._... EXISTING PAVEMENT EXISTING GAS - e --- - - - - - - EXISTING RIGHT OF WAY - --- _-- - - - - - - SAWCUT - - - - FUTURE R/W, B/W, CURB --------------- & GUTTER w FURNISH AND INSTALL WATER LINE ►Sj FURNISH AND INSTALL GATE VALVE FURNISH AND INSTALL WHARF HYDRANT O1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE ED EASEMENT LEGEND rn 0 H 0 oz0 0 x Z u- w�00 �wco cfl o N � w Y MQ ' W n 0 o two T \ 0 0 zz O 0 C.� m m o � w Y Q W [] U N 0 W U tof7 r7� , Q U d ZW _> Ll U o P ' A.C. 'AGGREGATE BASE COMPACTED SUBGRADE m�� e, N E E o Z v 0 Y > w E eL eV rn to c D c O cl0 Q> w 0 0 Lu m O N ao r W Go z a O a = O z C' M Lu N w Lu > Q Q 0 dr.g- C O = 2 O CD W W W O u C 3 cl) o _ F- m U. H T T; co a -i 1 0 V) 0 0 a 0 a' II II � II m F- J m F- i- J N 00 U OJ O O O c0 O0i .. - F-: U O O r U U 0) - - t-= m m h m �ow, z r- zMrn Q Q F��-F - = O U N N JJ J JJ Uti W UU �- 1--� V� U N W0 c) LLIU F- a: U W � O O � O~ Q U CO � z - p '- N oo I ^m EXISTING TREES DRIVEWAY & MAIL aoao I w,- p � N � REMOVE AND RELOCATE Q � � ci O O Y 00 Y d- d' F- F- Z d' W C..> U uj U F- w oo Q � 00 Q BOXES TO BE REMOVED WITH z 0)a) z oiM z a3 U WHARF HYDRANT AND z oo ww mof w r-r- CONSTRUCTION OF TRACT 6758. a ++ a +� o ��,11 ++ CONNECT TO 16" �� 000 J nn m n Fri m + NN FiJ NM m m 0 > NN WATERLINE - z 0", a � ' = NN w N w NN , TENTATNE TRACT NO 675B I Z co y v --� --F > U o\O U U O p fir- Q +d- ` Q { '1. z FQ--H Z F-J Q co p F1 QQ -n r7 'i "`v C7 QW � + F' �M Q H IQ- IQ- J Q Q Q \\ i I - d' ('"F- -- t\ Z Q F- F- 1 W73A CA Mcncn oNwmu)u) P/L R��f of 12" 00 N - -- -i - --- aNN----Qcnw----- �cow��cn(n_-- -- - ---- ---_j --I--5-:e-��- / z F- J m (nui I w »r 12 if of 12� 4 N_-• i Q ---- �- 251 I f tom-- -- , . ,, ... , , . of 16 A-w' 6 9 I f o f 16...._................................... .._y._..................... ............... _......................- - - _ - 18" DR - CA ___ _ '>: ' ' AT R26 CA) ^- - 034ci1c 162 If of 16"i-=- m II F= ZQ M '- f0 W J JJ w UU - W UFi I w CDcn Y 00 ^ (n CDO m+° Z_oo' m NM J +d+- Q cr Pon Qw F- J Q U NW F- F- TRACT N0.6491 N N ■ - D-----� j- 1$_ DRAIN D --- I Lti 1 CURB & GUTTER 6 ^ SEE SHEEJ_4-" END PAVEMENT OVERLAY i TELEPH E SIGN I - -._._- .._ _..... _ _----- * _ EXISTING R/W 10 co �,... TRACT 6491 TAFT HWY. .....EDGE PAVEMENT TY _ .. -T_ ....REE _ _ _, _..._.. .. _ - i 1 T PLANS z OF .. --- -:.. -MATCH LINE I: _ :- _ :::::. _ �...1 - -_ ... ....... _ _ - 00 C.L.0 Q _ -g STA 26+00 2 ��`P - T-....- mT'. _ T- _ _. _ - - - - - - - - _ 10 STA. 23+00.00 C.L. _ - _:- .... - - - - - - - - - r _... _.... _ - - - - - - - --- - -. - ---- :. 9 _.. :...... - IR s - - j `• ' o I N Cl LO w ,n ' W S N -J J Fi.l CUIi LQ CD 00 zI_ �� J MM PAVEMENT OVERLAY NN SCALE: NONE nc~n LINE TABLE LINE BEARING LENGTH L1 N04'01'59"E 35.37' L2 S88'02'05"E 17.05' nAnl %T= nl Imur :1d_ 11 9 EXISTING R/W `1 - j _........ 6 9 ! 6 P -Cl ... US"ER- crz, R/W PA TENTATIVE TRACT NO 6759 INSTALL 35.37 LF OF 18" RGJ-RCP ® 0.82% / 350 348 30 344 342 340 338 336 334 II U r7 ad t90 332 .. ~ 4�af �a II p II �^ Qr� J � II �o IL pi ^ dm' N LO N 9 6a. i F- JJ d -~ Fr O O w W^ SECTION Q o TAFT HIGHWAY (STATE ROUTE VI- KER119) to 4_1oN UlM ���� a ^ N SCALE1"=10'HORIZ 3 WU I - I _ _.MATCHSTA. 34+0.00 -..... _....._ --- 00 S89'04'33"E 35 3 -. 8 I N 8 04' 33- 'v' r?F r4F 31'SS; 1100.00' f �. ' EP ^"r GAS TRACT BOUNDARY 6758/649 ---- - ! I 4 INTO STUB PER TRACT _.......�...... STA 29+81.87 C.L.- F IMPROVEMENTS u --- TRACT BOUNDARY 6759...... 31+38.49 C.L., 24.88RT.- - - - - - _ _ _. __ ' __... _ __ _ _^ ..- _..ST 33+82.50 C.L _..._. _ _ - ..... _...... - _ 9 I - - ,- , _...-_.._.... .................. .._............ _... _ _ - - - c _.-_...........- -t� a -......_.. .. P i t1 1 2 18" DRAIN 18" DRAIN E.X. E GE OF PAVEMENT TYP. 26 A I 303 L2 I �; R26 L1 I is m � I ANGLE POINT -MEDIAN CURB 1 STA. 28+19.80 C.L., 7.0ORT. ANGLE POINT i I I \ I z S . JI ELEV. 348.36 T.C. 1 - '-- -- -- - STA. 28+19.80 C.L., 57.00RT.= I I IF- o z Cl z w z F.:w J POL c� STA 28+19 80 F L > z � CONTRACTOR SHALL VERI LOCATION & ELEVATION I EXSTING 180 DRAIN STUI PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER 0 ANY OISCREPTANCES. 350 348 346 3" 342 340 338 336 EXISTING 18" DRAIN• 334 332 Q - .. _=_I �3 N J ( Z JZ CD Z U Us N 0) ao 00 Lq- w W co W M> z z Moo Z uj V WM t 4 I LL F Li INVERT 1 " DRAIN CL CATCH BASIN NO. 15 ML .... ... _............ DEPRESSED F.L. ELE . 345.43 O M W J J ^ t0 CO sF' M> U N QO 00 Z F- co W Oi OiQ d co O F- Z 00 Q J UU - to J-j co `o f� W w V' UF,i - CD (m 1 "=5' VERT. w - ZUIiJ (PHASE 1) w v ci ci OJJ>W>JJQ++W0rQN _ w a vd - of z 6n ai o wOF- U� JJ I Or7 .. U. cn Q m (STA. 23+00.00 TO STA. 34+00.00) J M ao W W :o to W (O co J N O W a. 00- n O w uj d_ r Z c� Z N a J J "``w CVmW io :o Y F- �.- + t CU W M M rn .- p Z M W �- Z UJ O j n 04,n I to o a0 0j O- o0 cr 00 r °°`� n Q CAO p n Uii W Z CDC) J �O OC) �� ++ LEGEND: d- d _j r w_ O EL (fl \� -) _ p d U- W + f a. + M + �- M + Q Fi co Co J Q �n:n Q Q- W F- LJ Q W p W > a N d- W++ CO N M 2 M M O Cn N } U SCALE: 1" = 50' HORIZONTAL + J(n w r7 ihQw o .-w '' o Fi o'' m _ FhMFyp W ++ V) m 00m N(nW F-J z w ++ m `" W W FQ-J Q (nw '- MM a > t NN o MM m mao M,+� Q ABBREVIATIONS - - �� ME MATCH EXISTING Y m m " cQ� W m d p p a U MMQN m ¢ w p Q¢ F- M NN FL FLOWLINE POVC POINT ON VERTICAL CURVE Y 1= 5 VERTICAL Q Q a z F- z z F- �- w w'�"' z F- J O F-Q ¢ uJ p (n W z F-F- N N 2-11In W (n w N C'•F N U Q Q CE d Q Q Q W W (n (n - tnNzp cD Nrn Q M 350 + Q ~ 1.' N U N I Q C7 QOp CONSTRUCTION NOTES: CONSTRUCT "TYPE A2-6" CURB & GUTTER PER CALTRANS STANDARD 3 cn - - -_ - - - - - _ U' GROUND ALONG CENTERLINE z i a o I 350 348 r -..-... :r......-.........__.-........................._......................._..........._........................._.............._.........................;........_._...................._:......_.........._...._....._......... ---- - ........ -- - - - - ... -- ._.._...... _ - Q _. W... _.. -- _._.-.. __-- -._.__.. __ _ 348,PLAN A87A. S-0 44% - - - - - -- - -- -- - - - - -- - 1 2 CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER CALTRANS STANDARDS. 346 ..... ....-....... ....... ._ <_....._ .._..._...._.__...... ._.._................---. ..._ ........_._............... . .... PRPOSED NORTH =.30� e FLOWLINE • -' � --- - S=- _ 3 •0%TA. � - - - - -•�- rv- ,3$ - O CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN 2+58.68, ELEV. 347. ' A88A-CASE C. 344 r _.._...._......_............_..._ .............................._...... _..._._...-..._......_._.._.._...._.....__...._..............................._........._....._...................... _......_.__....._.................._................................. _- - -----......._.._._ ............_..._..._...................... __ ...._.__...--....._ .....- ..__.-.._..FORTH ----•---- - - --- - OWLI . E _.__....._- -----E.P. --�344 SAWCUT EXISTING E AS INDICATED OR ON EDGE LINE OR P ER AFT H T P TRACT 49 AS DIRECTED BY A CALTRANS FIELD REPRESENTATIVE. STREET T PLANS 342 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+002 O LINE USING 10-21CT19. PAINT PER CALTRANSSTANDARDSTANDARD SPECIFICATION 801CROSSWALK 200' VERT. CURVE 200' VERT. CURVE O EXISTING UTILITY TO BE RELOCATED. U11UTY OWNER TO APPLY FOR & OBTAIN AN ENCROACHMENT PERMIT FOR RELOCATION OF THEIR FACILITIES. N a' � r- C6 O OBLITERATE EXISTING STRIPING PER CALTRANS STANDARDS. 00 w > o to Li IN M CONSTRUCT "TYPE B1-6" MEDIAN CURB PER CALTRANS STD. w J > w -F PLAN A87A. 354 4, '- J 4 O TREE TO BE REMOVED BY OTHERS. M � M + _J N N m 04 U EXISTING UNDERGROUND UTILITIES PRESENT, CONTRACTOR TO VERIFY LOCATION AND 352 ,n 2 O COVER. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND RELOCATE UTILITIES m v PROPOSED MEDIAN > a N AS NEEDED. 350 a: N a Fil N ci Q REMOVE AND DISPOSE OF EXISTING IRRIGATION PIPELINE AND APPURTENANCES. S=0.43 ai (n - - - - - - - _ =-0.64% 348 - - - - - - - - - - - - - - - - 1 Z CONSTRUCT "TYPE D" ASPHALT DIKE PER CALTRANS STD. PLAN A87B. STA. 2 +18.04, ELEV. 349.09 GROUND APPROXIMATE ALONG EXI CEN NG ERLINE 13 COLD PLANE EXISTING AVEMENT TO A DEPTH OF 0.15' AND A WIDTH OF 12' 346 34$ FROM CONNECTION POINT. CONSTRUCT 5% CONFORM BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT 344 EXPANSION. 23+00 24+00 25+00 26+00 27+00 3 333 3 3 3 3 3 3 3 52+.59.bu b9.bbH 1. 32+44.80 70.22RT. 32+49.80 70.50RT. 32+54.80 70.72RT. 32+59.80 70.88RT. 32+64.80 70.97RT. 32+69.80 71.00RT. 32+44.80 6.85LT. 32+49.80 7.63LT. 32+54.80 8.23LT. 32+59.80 8.66LT. 32+64.80 8.91 LT. 32+69.80 9.00LT. 2 SHEET WHERE SECTION IS SHOWN CL CENTERLINE BVC BEGIN VERTICAL CURVE m - ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION FP FINISH PAVEMENT \ ER OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE b%y� P/L PROPERTY LINE R/W RIGHT-OF-WAY 00 E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE (EX.)EXIST. EXISTING UG UNDER GROUND U QQ FURNISH & INSTALL SURVEY MONUMENT PER CALTRANS STD. A74-TYPE Duo z W cF Do EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER CALTRANS STANDARD. -¢- FURNISH & INSTALL METRO STREET SIGN PER CALTRANS STANDARD. a O -o- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER CALTRANS STD. ES-6E. -a - FURNISH INSTALL STREET LIGHT-9500 LUMEN CALTRANS - N H & S S STD. ES 6E. FURNISH & INSTALL STREET LIGHT-22000 LUMEN PER CALTRANS STD. ES-6E. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER CALTRANS STANDARD. i "R1-1" - STOP "S5-2" - END SCHOOL ZONE "R6-1" - ONE WAY "W31(CA)" - END "R5-1" - DO.NOT ENTER "W14-1" - DEAD END "R26(CA)" - NO PARKING "W14-2" - NO OUTLET "R3-51i" - RIGHT TURN ONLY "W1-7" - DOUBLE ARROW W/ OM1-3 MARKER "R4-7" - KEEP RIGHT "W1-6" - SINGLE ARROW "R81(CA)" - BIKE LANE "YV1-1" - CURVE ARROW "R7-9" - NO PARKING - "W3-3" - SIGNAL AHEAD BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W3-1" - STOP AHEAD "S4-3" - SCHOOL "R2-1" - SPEED LIMIT 20 "W73A(CA)" - RIGHT LANE TURNS RIGHT AHEAD -- D CONSTRUCT STORM DRAIN PER CALTRANS STANDARDS. 0 CONSTRUCT STORM DRAIN MANHOLE PER CALTRANS STANDARDS. CONSTRUCT CATCH BASIN "TYPE GO" PER CALTRANS STANDARD PLAN D74B. u EXISTING UTILITY TRENCH u U11UTY TRENCH --- -- --- TRACT BOUNDARY PHASE BOUNDARY -----T- EXISTING TELEPHONE m 00 E O Z U � O V) a w �s E� � N 0 0 U U LO M 8:: (r 00 Q N N Cn O 0 0 360 ...................................... _...__..._......... .._.__...w.... _...... ....................... _............. EXISTING WATER 'f EXISTING PAVEMENT 358 G EXISTING GAS . - - - - - - - -- EXISTING RIGHT OF WAY 356 - - - --- - - - - - - SAWCUT 354 - - - ------ FUTURE R/W, B/W, CURB --------- -- _-- & GUTTER r ---------------------- uj 352 w FURNISH AND INSTALL WATER LINE 0) C 8 co C /4 FURNISH AND INSTALL GATE VALVE a = O 350 T♦ FURNISH AND INSTALL WHARF HYDRANT z d' 348 ui C O CURVE NUMBER FOR CURVE DESCRIPTION co O Q 34$ O1 TAPER NUMBER FOR TAPER DESCRIPTION W 0 Ix a a C ® ITEM OF WORK - SEE SCHEDULE x xLu a 0 344 1Q EASEMENT LEGEND W C W F 342 Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT U aj Ci C C iR FURNISH & INSTALL IRRIGATION CONDUIT N 340 Ic FURNISH & INSTALL INTERCONNECT CONDUIT _ 00 T3 T5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT t- TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE a T TR5 FURNISH & INSTALL 2-3"(75mm) SCHEDULE 40 CONDUITS ~ INSTALLED IN CONFORMANCE TO SEC. 86-2.05 OF THE CALTRANS STANDARD SPECIFICATIONS, WITH NO. 5 PULL BOX PER CALTRANS STANDARD PLAN ES-8, WITH LID MARKED N "TRAFFIC SIGNAL". o mm-l> BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CAL -TRANS TYPE III ARROW o LEFT OR RIGHT AS APPLICABLE 0 CAL -TRANS TYPE V ARROW goo "STOP" MARKING PER CAL -TRANS STANDARDS AHM "AHEAD" MARKING PER CAL -TRANS STANDARDS W W s EXISTING STRIPING AND MARKINGS, TYPICAL _ I (n [Y NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED W _ r ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR I TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND Ui STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS LL OTHERWISE INDICATED. 0 TRACT NO. 6491 _.MATCH LINE:::: '3.3+00 -i R _... �. )GE OF PAVEMENT TYP. % __r _ - ...I.-.d SE: R VK,E. -,, POLE EX. ELEC. TENTATIVE TRACT NO.6759 358 356 354 352 350 348 346 S=0.3 3" o o CD MOUNTAIN RIDGE DRIVE J M `o 0 0 s o O1 r ��� SEE TRACT 6491 STREET ,D 0 w co to o J _ �w CONSTRUCTION PLANS J _ _� CL tW to m UU M UU U UU U U(j 0 �HH # it I - - . CL 2 O N H U "~ ~ c0 ~ Q _� O) `` 1{ - - - . - O Li. D_ ._- F- - - Z_ J D_ O U U- ~ J \ - tn .J _! U o (00) O r, Z c0 t7 ( I-= D_ t>D Z O I - (.)Li n Z Q � tM Q (6- ^ 00 c6 j`j' I - - - - 00 W O J c0 ^ 00 c0 c0 f' O - O O cp p O o + ii ' -,I 00 W J J W Q to M Q CO06 O N `) `I - - .V - to J t7 � Z � sF J O N CO J 00 _ - CIO O cD 00 + W + �- W + M M °` # tt (,� r " + M U r u7 Co M 00 0 L0M W Mp,� MM Mt7 jj I .. fi t7 Q O+iM I Z O 11) t7 O O - - - J -- 00' Z j Z j Z QWW � 1 .� - _ _ _ - _J O ¢ W Z F¢- J W IQ- J W FQ- J U (n W I,t.F - 1 LLJ ���yi s I R 1 ' 1 . L TRACT NO. 6491 - - - - - - = M t7 W N W W N W m In W m N W �dH i� `_ \\ - - - - .. i J J M I .j = -.. 3 _ ¢ I� _ _ _ M Z Jd a. Q L'•J W N W � � J I- � F- J Q � to I � j a ULi La.l (% W�E f W Q > Lf.i w i. #ol o t- � o: z cJ�' n: � co L� EXISTING P/L w � . f 3._ ._ EXISTING R/W m o �- z o - (� OI. I OO nD Z , . O � LL O to i~'i iTi W � � Q F-F- EXISTING P/L EXISTING R/W ;, r) to to " I :: ?r 1 W i - _\ z �D_o,v� 2- 6 +� 13 �; +°�°�� Nao Z or�i {� o _ _ _ �.... ��. 1 I I -i c0 Q M Z{ O M I� U li o: t ---Ic _ 6 �'4, W a o U Lam- o rn I N n + ¢ o fn _..... ..........,_............ .._____- yr.--- .. _- _. ,��.:::-- .......... _ _ _.. _.. - .. - _ _ 1� - Jam- r. _ t t f 4 v� z c w a cfl , co I. 1 .00 ._�-- ......--_.... ,,,_...... _._...._.-_._- Jv - _..-, i i S I I i N M J c0 (J7 ^ I� a. Q W W Q :� M''.Q d Q W - - - U v? tf> _..... r» ..... ...Iv _. _... .... _ ... ... --------"- _ -- - II N W 00 d' •I `_.-.< ._..._..._ IG -__. - .. -------_ - - J .'(1 t7 Z d- l+.J f'-J FQ-J � > F- � . :� }Y"'.�:�...a-:?_..... ......_ _.... tC _..__'•---___._. ._. W In _ _ - I� i O ..._1-..-..._._. _-._. ....... _... _ .fl ....... r -r��..._�-�_ __ _. _ F, iFUTURE R W z--._.._.__�_ � o o.� z � +r7 tnw cnw . •�• j ' Q w W N w +� _..... .. - _ _. - ___ 1- J CAI _._.. FD. 2" IRON PIPE MKD. L.S. 5275 __ '___`------------------==z e ---- _ _ '- a + M' ¢ r7 I j a a W W to w ( j „_,_.,......_.._._.... ...._.....-.... .- -- _ ' - "_ - - - - - - - - - - - �••_ _ _ _ U -" z 00 . j ti ¢ W F- J •N W '-i O Q - CURB & GUTTER -"4- _ _ _ r DOWN 30" FOR WITNESS CORNER 30 R3 7 ----__ i r t z D a w Lei J `'' to w °.` FD. K.C.S. CONC. MON. DOWN c W ,.._._ '- I --._ -- --^-"•-=`�Q U' J N W i ( - n . C�� W fn W 7 PER. TAFT HWY. TRACTJ w tow 24 FOR WITNESS CORNER 40 > ji -- E.P.E.P.__=_= i NORTH OF S. 1/4 COR. SEC. 34, # _ \ FUTURE CURB & GU�R m to w I #I �. 6491 STREET PLANS TRACT BOUNDARY 6491 v.H, ELE:,. ' !# 30/27 PER R/S BK. 15, PG. 178 -_ - -- - - X--'---`_= . --NORTH OF S.W. COR. 34, 30/27 _. .-..... _ _...... _L . T•.. E} STA 39+72 75 C.L.0 L T (I e _ ... TO .. , ....._ _...__ ...... .. __.... _-•___ _t__....... `��.�. �`�`'-`-______ -_.__ �. LINE PER R S BK. 15, PG. 178 T __ _T_ __ -E _ _ E.P. / { _..... -E -- -- _ _ - , _ _ _. ' �--- C.C. • � T ._ 35+00 { - _-..-.. -. f _...: - -�_ - _.. FUTURE MEDIAN _--- ---- _. _ _._. _._ ' r.. Z �,L - _... 38 00 39+00 - -------------------- S89'04'33"E 42 5�, -. � =� � -.. _. -.. �.. - -� ..... 7 T -- .....- - m._ - 0 v- rn EXIST. WATER 37+00 S$9 04 29 E --�� _ _.. _._ , �__-.... - - - e:, � It -------------- _ ram„-. ----- -� ----- - 41+00 6575 -- -- --- 42+0 !13 000 4" GAS �._.._.......... _ -... _ u.... 7 4 _ _5 .... - _ - _ 5 ... _ _ _ t G _ -F - - r �.__ r- 1 1 EXISTING R/W - _ - ..... - _...... 9 _.- _I v \ t - f r % REMOVE & RELOCATE I --�, • - - - -� _ ,- �,iP 1 REL AT j E.P.-ANGLE P INT E.P.-ANGLE POINT _ t - - - - - --- - - % � . 'f'�„ .�-�', u...�� jI. ,.RELOCATE/ I ' EXISTING TRAFFIC _ PROPOSED E.P. STA. 38+89.50 C.L., 20.48RT. �\ `� ,_-_ ._ 1 I SIGNAL PULL BOX ! o STA. 38+89.50 C.L., 24.48RT. E.P.-ANGLE POINT/ ( ? RIGHTS 0 I ✓I;L 4 l SIGN i RELOCATE END EXPANSION PAVEMENT / r ELEV. 348.59 F.P. ELEV. 348.67 F.P. 9 1 3 II FUTURE CURB &GUTTER; ROAD P� ►= I { O SIGN _ _ } o STA. 40+91.24 C.L. 20.48RT. � 6 ' - - _ _ _ - o , Co z =- --------------------,---------------------------ELEV. 349.36 F.P.--------------------------------� _�� ; �=--- ---- -- i _ R26 C "- n RELOCATE ,�� 3----------------------------------------------- --- ---- - - = tc 3 . N ��?`'/'� szu a i 12 VALVE &WHARF HYD. �� - - = z- _ _ _ --W I._: TR5 \\ Cj i J NLJ 1 O / I'7 -Q -- -- -- -- -- -- Im - - \\ .r .r0 uJ / cf Z Of _M # -- -- -- -- ---W FUTURE R/W w J w -- P L --1--- - -� a I� of z ---o N o - \tn \ \�� .¢ �i a o o m- p ' / R1W ,_ i� tom`, ¢=off I w \\\\ �� I`` 4 M _ _ I M o U�( ^� II �- � W p d \\ t r J J ¢ _ D_ to I z d 1 o' R5 I I N (U� I z\ \\ 1 (j o J r� o W N o t( CD ~ I I _ z w J v a W v ci I`I z c� a Lo r�i _ mo o f r 1; 0 3 iI a z Li -I += 1�. z to o o #I O c� �`' + _ r- o o to c5 cS tam = w a l �...._.. EX. 6' Hs uH �;N-L#f�K o _ o II z ci 1= / i U a _ z Cif o III I I II o o !I tnL`z +«ij a N r7 -I II M I I o m L� U of m o Q Li 1 D_ m Lo to II F-I I I I I U z o o_ [ I ¢ L6 � U - (� � CV t0 N O O O - - _ >Q O ^ .O n d• J M - � O L'-� m + + I -_ a- o � Q d W a > U L. \\�IW�L�/// ? J J 0 0) O O F- F- m J p J co I, o' U �F + 00 M _ Z_ C U a U W± M W N W W (n W J.J II TAFT HIGHWAY N O 0 0 X a I- J Z FQ- J - J �M SEE SHEET 2 �� �� °� � I� w QQ TAFT HIGHWAY CSTATE ROUTE VI KER119 O M o of o r Sri o w ^ z a o z+ H\ rn O O Y a00 co r O N m N O tttO Lr_ O M Z - Z > Z 00 t7 Q_ d-LL O_ n Z_ -?i Q Q _ Z j M Q M � W F¢- J Q j a Op�j UW' t0� (�fn NN W IQ•-J Q ++ _ �W _ m tow Q W W M O O O W tto o O � Lo J J \ a ,m J 04 r J D_ Q W (n fn N - F- J J O n M to p= - - - m N W MM m mod+' MM Uli �Z JJ Z~ Ud t� +� Z UD_ W NI j W VIW Q O+iM WW - - (PHASE 1) W t7 t7 CJ H O r - Z Z CO t7 - Li _ . . �� HH m (nN �cp C='�O N^ Za 0ob Q Qw d N� _ - d kQ-J m OM Q~ _ �, �,�, Cl" a-_j N� ui F--I J +� (STA. 34+00.00 TO STA. 43+00.00) W NW a �J ASHE ROAD ++ d' N W J �'t� W co W U + ro W - - - W (n W -IUD_- ++ m (n o M X U +�• Z CD t7 > - t� f - - - - - - Cj - - Mt7 z ++ WZ Mt'3 Q "� o SCALE: 1 = 50 HORIZONTAL _ _ �� dd O '�'� za > ti d w ma 1" = 5' VERTICAL^�^o Ij I-� e (nJ `� (STA. 8+00.00 TO STA. 12+50.00) Lil win O O Q Q W F-_J W N W W 1 i I { CD - - W W (n to m LJ toW (n 1 -'- 7 i f1, - W +O M - „ , - S('ALE 1 - 50 HORIZONTAL 200' VERT. CURVE 1 > W o z { ao th O .a. CO W X, . J WL- 1a,M N Z > W Co J LiJ �' Q > J (O W = 0 W W O X. W M U F O Q W ��Z \ c3A D Jd Q� WSJ j N to Dz+ I O + _ U U m + w l'J + CD �O to U U 10 ..................U.........................tM°J.......__..._ X- Q.............................-.....E............_...w..tvrU._........................._..........................-........._......._................._....._.._ F- ......_... I"�...._.._........ 0....t� _Qt... m ¢¢ �m 0 <do j U (3 wwv~) 1 N U W Da m 4i N S=- .51 HIGH P O NT PROPOSE SOUTH FLOWLIN "' N S=-0. 82.99 ELEV. 346.61 _ STA. 34 j J W W W 1 N d { M w z - - - --' __.__. - - GEa 1 d- BEGIN EXPANSION PAVEMENT STA. 44+92.24 C.L., 20.2 T. OL ELEV. 349.24 F.P. / - --iEtE Q- aE tG#d------.... __________ _ ------------ -- ' _--- -- - -- ---------------- O.H. F:i_i:-`'• -- �`� E.P.-ANGLE POINT/ -'----------END EXPANSION PAVEMENT - j \ 14 4 STA. 45+83.97 Cl.20 20LT % ' 358 _ ..... _. _.. _.....- - - _ - _ _ _ _ _ �-,-_-..._.,;.-... -"-_"• --- _._..._..... _ ._... _. - _... -� \- -_ T 14356---------------------- --- ------ O----=- 43 -tea S89'04'29"E 44+00 -f-- 283 9T �, ---- ---- --- - - - - - - ----------------------'------- -- ---------- ... _.-..._.....1 ..... ....... Re <-. _-_--- 352 --....... _.. r _ I�(C�H S 0':PUBLIC FOR t S`a#j�l X ........ A - \ t/ /� END IMPROVEMENTS R0A PU• i( t ` I % t ;'I �' �= : � 350 � TA. 4 I S 5+83.97 C.L. ----------------------------- -- L-------------- I� 348 346 J ( �(( i 0% I I I ! 344 a. ��W 1" = 5' VERTICAL W rn o cq 00 J t7 M co t7 n Q - po W W W W "' W W > W W W w w O W O U W - Q U _ Z o O - Y f) < N _ J W U w Z m -- W Z (� _ m CD- w t7 - m O O W W O W d- d- W to ze w o to - N _ N to tX O > N cfl X o O- O - D_ M O w m O m± Of W ,- tt) Q N D- _ •- Q o D_ W+ X m Z Q W- . Q Q m+ Q d W O F- Q z U m Fa- 0 to O- c� U) a ¢ w M co - C5~ _ C�J t~i) c~i) 350 m to S _ .8 4 - S_-1 5 9' 0 -_ _ I 4-- _S 0-- 11 -- -S- -- -- - - -- -- -- �= I TAFT HIGHWAY (STATE ROUTE: VI- KER 34+00 35+00 36+00 ( ) CONSTRUCTION NOTES: (STA. 43+00.00 TO STA. 46+00.00) OCONSTRUCT "TYPE A2-6" CURB & GUTTER PER CALTRANS STANDARD NOTES: LEGEND (CONT. SCALE: 1" = 50' HORIZONTAL PLAN A87A. 1" = 5' VERTICAL O CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER CALTRANS STANDARDS. 1. ALL CATCH BASINS TO BE "TYPE GO" PER CALTRANS TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT " STD. D74B, 2 DEPRESSION W/ GRATE PER STD. D77B. IR FURNISH & INSTALL IRRIGATION CONDUIT OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN IC FURNISH & INSTALL INTERCONNECT CONDUIT A88A-CASE C. 2. REFER TO PLAN FOR STRIPING DETAIL # PER CALTRANS T '3 TR5 TR6 o - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ®SAWCUT EXISTING E.P. AS INDICATED OR ON EDGE LINE OR STANDARD SPECIFICATION 8010-21C-19. TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE AS DIRECTED BY A CALTRANS FIELD REPRESENTATIVE. TR5 FURNISH & INSTALL 2-3"(75mm) SCHEDULE 40 CONDUITS ®PAINT 12" LIMIT LINE/CROSSWALK LINE USING THERMOPLASTIC SECTION DESIGNATION: INSTALLED IN CONFORMANCE TO SEC. 86-2.05 OF THE CALTRANS STANDARD SPECIFICATIONS, WITH NO. 5 PULL BOX PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION LETTER ©EXISTING UTILITY TO BE RELOCATED. UTILITY OWNER TO APPLY FOR & A PER CALTRANS STANDARD PLAN ES-8, WITH LID MARKED "TRAFFIC SIGNAL". OBTAIN AN ENCROACHMENT PERMIT FOR RELOCATION OF THEIR FACILITIES. - - - - - 2 BIKE LANE MARKINGS PER CAL -TRANS STANDARDS �] OBLITERATE EXISTING STRIPING PER CALTRANS STANDARDS. SHEET WHERE SECTION IS SHOWN CAL -TRANS TYPE III ARROW LEFT OR RIGHT AS APPLICABLE CONSTRUCT "TYPE B1-6" MEDIAN CURB PER CALTRANS STD. ® PLAN A87A. CAL -TRANS TYPE V ARROW OTREE TO BE REMOVED BY OTHERS. EXISTING UNDERGROUND UTILITIES PRESENT, CONTRACTOR TO VERIFY LOCATION AND 0 COVER. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND RELOCATE UTILITIES AS NEEDED. REMOVE AND DISPOSE OF EXISTING IRRIGATION PIPELINE AND APPURTENANCES. 2 CONSTRUCT "TYPE D" ASPHALT DIKE PER CALTRANS STD. PLAN A87B. 13 ' f 1 o "STOP" MARKING PER CAL -TRANS STANDARDS AHM "AHEAD" MARKING PER CAL -TRANS STANDARDS A> EXISTING STRIPING AND MARKINGS, TYPICAL NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED ALL PERMANENT STRIPING & PAVEMENT MARKINGS WITH (T) SHALL BE STRIPING TAPE (SSP) OR TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION 8010-21C-19 MARKING SHALL BE THERMOPLASTIC PER CALTRANS COLD PLANE EXISTING PAVEMENT TO A DEPTH OF 0.15 AND A WDTH IOF 12 STANDARD SPECIFICATION 8010-21C-19, UNLESS FROM CONNECTION POINT. OTHERWISE INDICATED. 14 CONSTRUCT 5% CONFORM BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT EXPANSION. PAVEMENT OVERLAY LEGEND: LEGEND CONT.): LEGEND (CONT.�: SCALE: NONE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 035.00' 54.88' 34.90' 89'50'14" Q 35.00' 54.67' 34.70' 89'30'00" 35.00' 55.08' 35.10' 90'09'52" ® 41.34' 39.30' 21.28' 54-28'19" Q 49.34' 46.89' 25.38' 54'26'58" © 50.00' 78.10' 49.57' 89'30'00" 07 40.00' 62.49' 39.66' 89'30'20" ABBREVIATIONS ME MATCH EXISTING R FURNISH &INSTALL TRAFFIC SIGNS PER CALTRANS STANDARD. '% " EXISTING PAVEMENT FL FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "S5-2" - END SCHOOL ZONE y-- ---- EXISTING GAS CL CENTERLINE BVC BEGIN VERTICAL CURVE "R6-1" -ONE WAY "W31(CA)" -END El ELEVATION MY, END VERTICAL CURVE _.___._._ ......................___....-. --- ----------- - - ... -..... - EXISTING RIGHT OF WAY 115-1 - DO NOT ENTER W14-1 - DEAD END BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "W14-2" - NO OUTLET - - - - - - - - - - - - SAWCUT � ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3-5R" - RIGHT TURN ONLY "W1-7" - DOUBLE ARROW W/ OM1-3 MARKER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" KEEP RIGHT "W1-6" - SINGLE ARROW FUTURE R/W B/W CURB EC END CURVE TC TOP OF CURB 1181(CA) - BIKE LANE "W1-1" - CURVE ARROW - - - - "R7-9" - - - - - - - - - - - - - - - - - - & GUTTER PIVC POINT OF INTERSECTION FP FINISH PAVEMENT - NO PARKING "W3-3" - SIGNAL AHEAD OF VERTICAL CURVE FC FINISH CONCRETE BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE "W3-1" - STOP AHEAD "S4-3" - SCHOOL W FURNISH AND INSTALL WATER LINE \ `- PA PROPERTY LINE R/W RIGHT-OF-WAY "R2-1" - SPEED LIMIT 20 "W73A(CA)" - RIGHT LANE TURNS RIGHT AHEAD g E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE N FURNISH AND INSTALL GATE VALVE (EX.)EXIST. EXISTING UG UNDER GROUND - - D CONSTRUCT STORM DRAIN PER CALTRANS STANDARDS. I,-* FURNISH AND INSTALL WHARF HYDRANT QQ FURNISH & INSTALL SURVEY MONUMENT PER CALTRANS STD. A74-TYPE D 0 CONSTRUCT STORM DRAIN MANHOLE PER CALTRANS STANDARDS. Qo EXISTING SURVEY MONUMENT n CONSTRUCT CATCH BASIN TYPE GO" PER CALTRANS STANDARD O CURVE NUMBER FOR CURVE DESCRIPTION FURNISH &INSTALL STREET SIGN PER CALTRANS STANDARD. PLAN D74B. TAPER NUMBER FOR TAPER DESCRIPTION FURNISH &INSTALL METRO STREET SIGN PER CALTRANS STANDARD. u EXISTING UTILITY TRENCH ® ITEM OF WORK - SEE SCHEDULE u UTILITY TRENCH FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER CALTRANS STD. ES-6E. 10 EASEMENT LEGEND EXPANSION PAVEMENT --- -- --- TRACT BOUNDARY -ED FURNISH & INSTALL STREET LIGHT-9500 LUMEN CALTRANS STD. ES-6E. PHASE BOUNDARY SCALE: NONE - D FURNISH & INSTALL STREET LIGHT-22000 LUMEN PER CALTRANS STD. ES-6E. =r -- EXISTING TELEPHONE .......... _..... _ ....... ........................... _............ ......_W............... ...._..... ....................... EXISTING WATER A.C. AGGREGATE BASE COMPACTED SUBGRADE 8+00 9+00 10+00 11+00 12+00 0 \� ¢< o '`•l x J J iO4� N U - �-✓// N 04 U - O W t5 O W 1 - N U m O� €\% .._.. .�- U Z O O� • �� J O -N ¢ O �� M__.-._- ¢ 00 � 0 0 0 M i I \Q O - J n) r- �� D_U #o w� <+ N, z00 z vi In._.._-..._ .... --_..,..._._.-...._._............. - W 1¢- - W N # - - i W FQ- __- U F- m to f m to w N -- LINE --------------------T. _. /,T.... r ..... .... 8+ N00'45'36" 1 9+00 10 00 1+00 + 0 Y NOO'25'27 E I- 0 1 6 I f ..r �- cr RELOCATE c, a°'o �` •� J oo SIGN �' RELOCATE _-____ / o F- N N { 5I SIGN ----- N to o oNk - n L0 N { co \\ LU \\ \m --- ----- C.)cD \1212" 12/ m o NM+ In Z F- 1 Z _ 1= \ \\ �1 j U)J N CL + mo vv v I IFII iL+ W I--J °O N O l 1 I - ! l _..„ [[ i t W N m to U¢ J N I I I I 1 I I I o W -' _ a TAFT HIGHWAY WV) o N SEE SHEET 5 z to r m� rn FOR TAFT HWY. PHASE 1 N Ln STRIPING PLAN Z H co W+ m U ¢ to o o � I N N J M (O - m N W + cn . I-_ ASHE ROAD W to STRIPING . PLAN SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL b/ N000 (n U n C> � , Q W OM� Q _> U O �J,ZW P m CD CD CD CD E U) E O <� U Y (n U w U •E d N 0 0 C� U o' m 0cli 0 Q N 6) 0 0 0 ASHE ROADp - 1 co SEE SHEET 4 FOR ASHE m ou-0i o ROAD STRIPING PLAN `�' Jo I _ .....-- t- ......._ o CISxN M v, W F- J - - - - - O F- - CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA (D1 50.00' 78.10' 49.57' 89'30'00" Q 1.50' 4.53' 25.08' 173-09'14" Q 1,50' 4.59' 36.79' 175'19'52" ® 1.50' 4.35' 12.40' 16612'28" 5Q 49.34' 1 46.89' 25.38' 1 5426'58" W J Q N " W Q O Npo - - - I� ill Co+ m¢ 0 z r7N � H �- 1t 20' } i I m N ci a ,� m o0 0 Jo ii 0 i I¢ J w^ w c3 v in Cl o 0o N co O o ( ) It c i Q (fl sf o^ a ti M- Lo I O] � F- + nj 0_ ^ M F co N J Lo J N / I I R, W _O =1 O) W pj Z M - - - - N I \ k 11 t% Q O O_ <+ mo d+ ,� U H -J - uj U J - 04 M V I ,'\ \\ W N Q Z M �_ ¢ - N J M .-- O ~ TENTATIVE TRACT NO. 675S (^mv to N . i \\\ m� WH OOQ i .. Ja d. J Z N .- J N - 00 U Q O; /' i \\ 1 m (n z Q F- _ Q F- M J la- N - p0,_ + . . po ^ F- N J ? \\jam -- -- -- -- -- - -- W w (n F-� O+i H W O- LLJ _ W 0 - I `f J/ 1 N Q O-------------------------------------- - --=_� ---- ----------------- - --------------------------- �, z--------------------------------------------------- - -- - -------- - - o d o � a i z o Q W+ c5 a _--.___......_ _ ....._-- -- -- 0 o w F _. _ _ ......._ _ _ ...-------------------- - - - - _ _ z m rn ' Q EL TE GN -EXISTING CAL -TRANS i /'4tf PE, �� w m c~i� w m N a N MARKERS ®50' 0 C SPACING (TYP). w -- ----------------- ___ _ C0� . 0206012500 O.R,-_-___-- w � �' i , ,/_' � ...... R3-7 END TAPER DETAIL 38A(T) I ----- ----------------------------------- -- --- - 26 A -w-- ------V�•- -fir--- -- -- - -- -- 9 ti- - m N :: STA. 14+21.51 C.L., 16.82LT. - ----- C 6 CA 1 00 - �--- ..._ _ ____....-_ _ ........ _ ........... - - - - _ _ _ _ _._......._ _....... _ _ _....... _ - D - D - EET MATC E-SEE THIS _.._..., ........ _ N.. __ 1 2 DETAIL 37B(T) - _ _..._.- _.._ _ -- _ -._- _. __ _ _ _.__ _ _._ _ _ ___- _ _ D _ _ -. --._- _ _` ..__. _ - -_ _ HLI STA. 23 00.00 r-...... _7Tr...._ .......................� _ .._..... 4 - _ _... - _._.. _._ .._ - _ ..- _.. _ _ ... _ _.. _. C.L.. _ _ _ _ --..:---_-.. _ __ AIL 37 - DETAIL 11 10 00 11 00 4 "' __ _ - __._.. -- DETAIL 24 C-, _ _ BEGIN DETAIL T ! - 12 00 13 00 S89' 15+00 ----- 16+00 FUTURE MEDIA 00 - -- PROPOSED MEDIAN - STA. 10+30.00 C.L. ____� _....------------ - - - -------------------- - _FUTURE MEDIAN - ... ____ . _ _ +--____-- _ ---- ------ --- o ---- - - _ _._ _.. _A 5 r, tL_. ._ _.� __.......... -- ._N _------- - _ - _ I - +...._ _-*043- ter_.. 18i+0_0 Q--------------------- 0 - 90433- osqTop _ .._ _ _ _ - .....- _ .._ . _ -ETAIL 24 .. r -1 oo 04 ETAIL 27B(T) I-- _ - END DETAIL 27B T - I N � _ � � � BEGIN DETAIL 11 T END DETAIL 11 TEND �j J ~ ^'- ! 18 57RT BEGIN DETAIL 11)/ DE L 2 - AI 11 - - ---•- _ I R LOCA m o m J STA. 16+60.75 C.L., BEGIN DETAIL 2 DET ...L.... SIGN ------------------------- -------------- --- - --- _ ��'- ---- CJ---N ---- �- J- ---------pap M U -------------- --- -- ------------ , - - _________________ J __-_ _____-__ - . I rn----------F---------------M-___----- ------------------------------------ _ 04 / ----------- ------------------------ z: of--_w c5 ---- (V ------------� N --- ------------------------------------ -- -- 6 A - ---90-E�----- --' -- -- + CA 03 /LLJ o 1 R26 a J Z I UJ p- + O Q '- Z W a- W- o a w m �' �� 1 1 I 1 I TENTATIVE TRACT NO.6759 iI � a N N QN mWN TAFT HIGHWAY STATE ROUTE VI- KEA119 F- F-� O - - - ASHEROAD Q� z �� STRIPING PLAN,. SEE SHEET 4 FOR ASHE o o+ a o al'� �N (PHASE 1) _ TAPER DATA NO. TAPER DATA NO. TAPER DATA NO.O ROAD STRIPING PLAN "-:4 W (n 00 N ^Q J (STA. 10+00.00 TO STA. 23+00.00) J w J O J J Fes- a0 a o N N SCALE: 1" = 50' HORIZONTAL Q w o X o J N Q J 1„ = 5' VERTICAL M _J g O ' W U ? � Q U WO CU M w _I- ^ - o O Z J o o i o I rn J F- O U F Z O Z O Z O Fa- <S M O Z J P__TENTATIVE TRACT NO.6756 W a m o+ ° Nof a- 00 uj a± a+ o rn J w m a^ W N W N Q a J M J M TRACT NO. 6491 w O - Ld W O_ + c0 O m k a a Q (1 I ■ - Z taCD n - Z- � N - M m 4- - Q STATION OFFSET FROM Q 13+29.77 24.0OLT. 13+34.76 23.97LT. 13+39.73 23.88LT. 13+44.71 23.72LT. 13+49.68 23.5OLT. 13+54.66 23.22LT. 13+59.63 22.88LT. 13+64.61 22.48LT. 13+69.59 22.01LT. 14+21.51 16.82LT. STATION OFFSET FROM 32+04.04 16.02RT. 32+32.89 8.09RT. 32+37.61 6.88RT. . 32+42.22 5.85RT. 32+46.83 4.98RT. 32+51.43 4.26RT. 32+56.03 3.71 RT. 32+60.62 3.32RT, 32+65.21 3.08RT. 32+69.90 3.00RT. 64 W73A(CA)wz� -- - -------------- ---- ---- ---- - --- - �d cn W/01c, M ( m F 4 uj - - -- - - - - _ -- --- - `�FA 4 TAPER DATA NO. -w- - �, _ _!_ _L _ _ -� TAPER DATA NO. CA -- ---- -- -- - _ - _ ..- - -- E 6 CA R26 CA 16 034u8 ----- �4_R.. y _.. ....:--.-•---: ...... MATCHLINE-SEE THIS SF�EET - p - - D - -- --p .- . _ - :- _. EZ26CA....... -- D M REMOVE TYPE Q (CjA) STA. 23+00.00 C.L. ? 1 _ . 4 OBJECT MARKERS _ _._._._...._. ..._ _.._. - _ _ .... _ _ \ _.._._..- _MATCHLINE SEE THIS SHEET - -- - . - - _......_ _.._ _ -E. _...... - _.. _. PO _ _ M 4 .__..._...__.. DETAIL 11_...APR STA. 34+00.00 C.L. - _. _... - _ - _ _..... ��--- --- { _ _... . 0 SED EDIAN ..... 3 PROPOSED MEDIAN -00 S89'04'33"E 2.. _ 00 ,. S89'04 33 E 24...._00 25 00..... . _ .. .......:. _. _ - - _.. 0......00..._ S89'04'33"E 31 00 ..... ..... _... -_... _....... _ T. _. _._.. _._ - - 29+00 34 0 ,L-S89�04'3 E , _ 3 - - - .......- _ _. i - - _ - _- _._.. _ -_ DETAIL 11 END DETAIL 11% _...... _ _ - .. _.......� - -{ - -.. _..._. - ..... -ANGLE POINT-DETAIL-24 ..... _ _...._.....�.. ...._ -_ _ _..__ . _._ k _ . - - . - - L N i.... _ DETAIL 24 ___ _ - - • - .__ 4 BEGIN DETAIL 376 T DETAIL 11 STA. 28+19.75 C.L.; 12.00RT. - I - --` 5 _ _. ' DETAIL 37B(T) 3 - - STA. 25+53.29 C.L., 24.6,ORT. ANGLE POINT -DETAIL 11 O2 I A 9 302 1 STA. 28+53.43 C.L., 24.61RT. -- -- -- - -- -- -- -- -- -- -- -- -- -_ - __ 90303-- R26 _O TENTATIVET TRACT NO. I 1 I I 1 ;� 1 i BEGIN TAPER DETAIL 38A 9030 q STATION OFFSET FROM q 39+80.50 O.00RT. 39+85.50 0.03LT. 39+90.50 0.13LT. - 39+95.50 0.28LT. 40+00.50 0.50tT. 40+05.50 0.78LT. 40+10.50 1.13LT. 40+15.50 1.53LT. 40+20.50 2.00LT. 40+60.50 6.00LT. 40+65.50 6.47LT.: 40+70.50 6.88LT. 40+75.50 7.22LT. 40+80.50 7.5OLT. 40+85.50 7.72LT. 40+90.50 7.88LT: 40+95.50 7.97LT. 41+00.50 8.00LT. STA. 30+53.11 C.L., 31.23RT. I __- I I I ^ I rn 1 d F oc 1- -- ooi N rn 1 p m I TAFT HIGHWAY STATE ROUTE VI-KER119 �" �~� � " Mo � '' I LEGEND: C ) 41 N � W r7 o n I J _> J U 0 U CL �5�0321 � q STATION OFFSET FROM 36+29.75 101.80LT. 36+29.81 96.80LT. 36+29.99 91.80LT. 36+30.30 86.80LT. 36+30.74 81.80LT. 36+31.30 76.80LT. 36+32.00 71.80LT. 36+32.84 66.80LT. 36+33.83 61.80LT. 36+34.97 56.80LT. 36+36.29 51.80LT. 36+37.79 46.80LT. 36+39.50 41.80LT. 36+41.44 36.80LT. 36+43.65 31.80LT. 36+49.11 21.80LT. 36+52.57 16.80LT. 36+56.78 11.80LT. 36+62.26 6.80LT. 36+71.00 1.80LT. 36+80.50 O.00RT. U.) m pap v in J �' �- o --- -- --- RIGHT OF WAY F- a O STRIPING PLAN CD oo Lo < U) a W+ WOM IN 1 `� J Q+ ^ Z of O ° w v L O I cq zo < "'m -' co (J co a ``'w(o I I •/ ./r - EDGE OF PAVEMENT MEDIAN M (PHASE 1) U)M o o M poN an 00 MOUNTAIN RIDGE DRIVE STRIPING a F w m (n o¢ a F `J` w+ w W+ 39 a a (STA. 23+00.00 TO STA. 34+00.00) XU) Z �- o: cn o oN o �, CAL -TRANS MARKER OR STRIPING DETAIL NUMBER TO BE REVISED PER TRACT 00 F Li to z a ,� 6759 STREET PLANS. o " , z ~ 39 T OR (T) TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER MOUNTAIN RIDGE DRIVE Q SCALE: 1 = 50 HORIZONTAL ¢ N W W z ❑ po SEE TRACT 6491 STREET w 1" = 5' VERTICAL m N J CONSTRUCTION PLANS w m w (Al 39 F OR (F) FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER m I IE II w-R=1 FURNISH & INSTALL TRAFFIC SIGNS PER CALTRANS STANDARD. 12 w No Z o w z "Rt-1" STOP - "W31(CA)" -END N Wo ! o w o coi m "R26(CA)" - NO PARKING "W14-1" - DEAD END J ' !' I ^ 11 w O "' a o J J - '- "R3-5R" -RIGHT TURN ONLY "W14-2" - NO OUTLET a zo v i N o �- z o 0o a a 3 w J "R4-7" - KEEP RIGHT "W1-7" - DOUBLE ARROW W/ OM1-3 MARKER Elfw o �_ ^` i t I ¢ o ci m ao r�i z f= a o I o = Ma cr _ w _oo �- _ _ SINGLE ARROW co of CAD a J J F J w :R81(CA)" -BIKE LANE "W -6„ _CURVE ARROW o 00 0 + t, 1 d o F ' o m cJS ¢ cn Q = z w pap m o R7-9" - NO PARKING " rn M " r = ( ~ ~ O �' BIKE LANE a - ci J w w �- z W3-3" - SIGNAL AHEAD J °D M r, I '`� w w m+ of o w O o o a w J �' - "W3-1" -STOP AHEAD "W73A(CA)" -RIGHT LANE TURNS RIGHT AHEAD Q U U\ O U O (t QO O O co F-M J O O H O� NM Fa- w TRACT NO.6491 co m 00 M_ o a:; I 1 r U r7 z o o w M N �, F W x w �I M I� Iz W Z_ Z_ Oao m O x J dOQO wN Q J M J it ^ W N is i i I' �t IO (n J J 5 U' a D_ + W+ Z W 00 c0 U ti O �- J - - - i2 +rn (o �n �,,.� �, ,.! 0 U U W W F- �' 0 0 o J f- J - N o " i- Cl � "STOP" MARKING PER CAL -TRANS STANDARDS Fri a + Fa + J+ 1 1 I {{{� # v� mm N r� r=U ¢� wco wzo cn w zo mo I WpM mM OM ... I�.h. rJ415 :F'1 W0 kf O�.: U ,Z a 00 ON aOr ZOU X O O_O N - - - (n O I_ Z la-. Cp a 0: O (`� O \ U _ W O F N N J / O a O a ° ° U CV O .-, , W F- W tf') Z " Z F- t0 a N J _ O - - - - - - - . a.- „„....- ._..._..._.._ _-` �' ,d. O �, a (n m (n 1- O J v 0 J a a d' W d' W O _ 'AHEAD' z z 1- z '- � `� + + \ � ao � o � v vi � � o N # F i � AHEAD MARKING PER CAL -TRANS STANDARDS IlaN - w (n W (n w N I z coo l ..-..-... __ M a W a o �`' a, F= zo cS `1 x 000 F 1 - z _ �. - ..-_....CD, � i ` o ��� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS ..__...._... __ _..............._ ... ..a,� M._ _-- ____..°_._ .__ - ._... F- .^ coW----" O N Q U.. O I J . l t - O // C"il to a a .............._.-._... - ._ M T _ F- F- _' .............._....._.-....._........-............__.�......._.._...�._. - / F- F- ``\ , E U a-....Z .......�._....... ¢ J . Z W......_.... _.-. .d'..-r.- M Z O-'-- U I HOUSE ........_ I't i.u.�l, ............ ..........�:... ........ ..... i �� I �.._ .:. ..� W F-.-U a- ._- F- m +._�_d w Z d' ~ nj' --'a __. L-....._..._. _ ......._.._-.L......-._..-_....._- - ......_..._ ? n{ h 3 - DETAIL 40 - ............_ - w F �::::::-: _.. :-::::_:-_:: w o .00 -...__ - w -_..._ o a J z o po o - _ _ _ _ I _ _.. . -_.... _ ...... _ ._...._.... .............._ .. W - _ -- _-...........__....... I mcn Z26 Cti oZ.M .....- ��Z.. WN-Y�J �_ ........... O+._O �--M�_____ MATCHLINE-SEE THIS SHEET -.- ""' ~ -----__--__-------------- - -._ __ _ _CAL -TRANS• I i i F- STA. 34+00.00 C.L. ,\ _ cn cn w - `----------- ------ --------------------- --- - - - - - _ LEFT OR RIGHT AS E ..._. .._. ..._.�. .__. _. .._..__. . _ -__ z w is ---_- ------ --- - - 0 o rn o_ M J M . J 000• _ --•-� - �--. i >z -- w m cn R,3-7 z z r`� d z Fa w rn----------------_------------- - -_.r.._.�=_=__ .. _.. ....... ...... .. 5 ~-- E5 5 a z F a (n o M j ----x--=---------------------- (-DETAIL 11 O ___-------------------�-- a �_ AL TRANS TYPE ARROW 4 - m m (n z � END TAPER -DETAIL 29(T) .. �. X _ t w Lo ----- N 4 `� ! ``' (n STA. 41+00.50 C.L., 8.00LT. 1 o d �%� =i' EXISTING STRIPING AND MARKINGS, TYPICAL _..__ ________________ PROPOSED MEDIAN -_ r - z - ^ N - 4 �r - ...._ _ _ ..__..- _._ .._ -._. _ ._..... - - _... ---......... - - - W (n __....... - _ - _ v S89'04'33"E 3 00 N 1__-_._....•..•.... ,- S89.04'33"E 35+00 ---- ----- ..._._ -...-. ._. _.. _.... __.._ NOTE. __ _ _.. - _ 38 _00 _ 39+00 - =-= -- 4 __ _ _ _ _ - err--- _ ��___ s _...- _ �.. - _...... 4 7+00 S89' '29 E - _-�___ _ _........... �_.�._,._. .....:-....._..... - _ _ _--------------------------T __..------- -- - --� --- � - MARKINGS �'- -' "-"` SEE CALTRANS STANDARD PLANS - - ----- --------------- _ 40+00 _ - .:...=_.._.__....-�0 _ _ ...... _ N.. _ - ... ---------------------------------- - ------------ 41+00 M 42+00 "-.-..-.. - _ �_. ---- - ---- CALTRANS --. ALL MA STRIPING & PAVEMENT I I -1 ..... ....... _ _.:... - --- N89_0433 W _ 43+00 ----- ------44+00 _- - _.._..._......_..o......_ _ STANDARD ESPECIFICA SPECIFICATION 010E21C 19 i_ . -- --- - - - - -------- --- ------------------- - ---------------------- _...._.. _ ..._....... _ _ _....... ..... _. ..__.......__ _; .... _ _.... _ _ - -.. ALL TEMPORARY STRIPING AND MARKING DESIGNATED I- _.. .-.._... _ _ .. _ 5 RELOCATE SIGN ' -` ____....._...._ _ ---- - - ----- - - -BEGIN TAPER -DETAIL 29 T 1 \BEGIN DETAIL 29(T)�1 FUTURE MEDIAN _ F r STA. 39+80.50 C.L. _ -__._ _ _ _ _ - _ -- WATERBOURNE PAINT. ALL OTHER STRIPING AND �, c> END DETAIL 278(T)/ - STA. 43+81.47 C.L. - - c--�- r�' ; � c5...�.�- -.. _ _ _ .... _ 1 i o `; FUTURE CURB f END OBLITERATION OF EXIST. DETAIL 27B i i o., X -' - MARKING SHALL BE THERMOPLASTIC PER CALTRANS O I JIq t O / _ _ i I (" a o N &GUTTER STA. 40+68.25 C.L., 12.94RT.k �; N m , ` STANDARD SPECIFICATION 8010 21C 19, UNLESSN o OTHERWISE INDICATED. ujin C.0f-oo'=�--'---------------------------------------------------------------------------------- - +-------' _ r F / rn- ------------------ O z Oi -- -- -- -- - -- •-- - -- -- -- -- - __ __ __ O -- - r / C� a ............... ................_.. - STRIPING NOTES j 1 r7 0) // F- m N i J p.-..a l/ Z- 11 i .••. - N I/ F- o_ sN ` t FUTURE R/W - t 1 w cn �jyy-- ,,it-� a o pao tO o/ i U J i I m o W \/ i i ti j O PAINT 12" LIMIT LINE/CROSSWALK LINE USING THERMOPLASTIC to - M � o o N po �- (.� II F (v (V w � � i ( "� j PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. TENTATNE TRACT NO. 675J I N J N ,n m IIf- J _ o I ! F- N k JNN�°ilmrn ¢J z..J TAFT HIGHWAY (STATE ROUTE. VI- KER119) I Q INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY i 1 ^ t- Ci o (' o U '- MOUNTAIN RIDG D IVE w a + J (" kn a N N OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. ' STRIPING PLAN REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. rn z K) ro SEE TRACT 6759 STREET o Q o ,�,, Z J N z o J d CONSTRUCTION P ANS z F W U o+ a F o •- + J ^ w cn o a o 0 0 + -' u- ^ Q CONSTRUCT TYPE III BARRICADE PER CALTRANS STANDARD A73C. W M w� w+ W W N Z � J M O D M - an d z a o M o �' BEGIN DETAIL 22(T) + z Fa z z (n (PHASE 1) z �- a w o a o a o o a cn W W �' ® OBLITERATE EXISTING STRIPING PER CALTRANS STANDARDS. a N W ; W N STA. 36+26.82 C.L., 112.84RT. Lu to (STA. 34+00.00 TO STA. 46+00.00) BEGIN DETAIL 27B T a w SCALE: 1" = 50' HORIZONTAL O5 PAINT 12" WIDE CHEVRON MARKINGS ® 25' SPACING STA. 36+38.82 C.L., 112.8ORT• 1" = 5' VERTICAL mCDC. o z U o Y (n p C U � t W E O_ N 2 a oa U U 'a a`a CL c .(D o- a' 00 M Q N 0 00 PHASE 1 R/W 77•_87' TAFT HIGHWAY 36'-43' FUTURE 66' P/L I FUTURE I 1 6' R W4' 6' 61'-71' 36'-43' w z ±12' t15' j I P 3 f2' SAWCUT I f2' SAWCUT ID O 1 U` U- CONSTRUCT "TYPE D" DIKE � �w CONSTRUCT "TYPE D" DIKE PER CALTRANS STD. A87B. wx wW OPE PER CALTRANS STD. A87B. 0.65' A.C. PAVING w 1.5% 3% 2.Oy, EXISTING GROUND 2.0% MIN SLOPE 1 5%P3% 1 5% 3% SL FINISHED GRADE 4:1 MAX. 2% 1 5% 3% 4:1 Mq /N - /,,. mil` '/ /"') 'J r' r✓ A7x-T,./ \ X FUTURE OVERLAY EXISTING LANDSCAPE AREA FUTURE CURB 0.75' AGG. BASE - PAVEMENT AS INDICATED AND GUTTER ON PLANS. FUTURE K 1.10' COMPACTED O.G. TO COMBINATION SIDEWALK 95% RELATIVE DENSITY. SECTION - TAFT HIGHWAY A SCALE 1"=10' HORIZ. 11 1 "=5' VERT. (PHASE 1 IMPROVEMENTS) (STA. 10+88.08 TO STA. 19+30.22) P/L Q TAFT HIGHWAY 73' 73' 6' R 14' 6' 57' 57' 1 o w f 15' t12' La z I o 3 f2' SAWCUT f2' SAWCUT 0 O O J GRIND EXIST.-E.P. 0.2' auV)� AND REPAVE W FINAL�1 �n I xi.,_i LIFT. EXISTING A.C. PVMT. 5<-Uj SHED 2.0% MINI SLOPE 0.65' A.C. PAVING w TO BE REMOVED w 0.65' A.C. PAVING SLOPE DE 4:1 MAX. 2% 1.5%-3% r 1 5/o r PROPOSED PROPOSED MEDIAN CURB wo zw J cn �o CL o0 CL LANDSCAPE AREA PROPOSED CURB 0.75 AGG. BASE 0.75AGG. BASE PROPOSED CURB AND GUTTER AND GUTTER PROPOSED 5.5' 1.10' COMPACTED O.G. TO 1.10' COMPACTED O.G. TO COMBINATION SIDEWALK 95% RELATIVE DENSITY. 95% RELATIVE DENSITY. SECTION - TAFT HIGHWAY e SCALE 1 "=10' HORIZ. 11 1"=5' VERT. (PHASE 1 IMPROVEMENTS) (STA. 19+30.22 TO STA. 29+81.41) P/L 77'-87, TAFT HIGHWAY 77,-87' EXIST. 6' R/W 4' 6' 61'-71' 61'-71' w f 15' z SAWCUT & REPAVE AS NEEDED I o TO CONSTRUCT MEDIAN. I t2' SAWCUT J EXISTING P T. GRIND EXIST.-E.P. 0.2' A.C. TO BE REMOI i AND PEPAVE W/ FINAL wx 2.0% MIN SLOPE LIFT w 0.65' A.C. PAVING 4:1 MAX. 2% 1 5% 3% r l� EXIST. ;= ,.... : �\�' ��.. z�.,.. /� .�,.. x�. :.:.. , " •'. . EXIST. CURB PROPOSED MEDIAN CURB LANDSCAPE AREA AND GUTTER 0.75' AGG. BASE EXIST. 5.5' 0' COMPACTED O.G. TO 1.1 COMBINATION SIDEWALK 95% RELATIVE DENSITY. SECTION - TAFT HIGHWAY c SCALE 1 "=10' HORIZ. 11 1"=5' VERT. (PHASE 1 IMPROVEMENTS) (STA. 29+81.41 TO STA. 32+69.80) EXIST. P/L I EXIST. 6' R /W 4, 6, I w I z i I O 2.0% MINI SLOPE 4:1 MAXI 2% 1.57.-3% EXIST. LANDSCAPE AREA EXIST. CURB AND GUTTER EXIST. 5.5' COMBINATION SIDEWALK 77'-87' TAFT HIGHWAY 61'-71' t15' SAWCUT & REPAVE AS NEEDED TO CONSTRUCT MEDIAN. I EXISTINGjpr VMT. TO BE REMOVED I i.,. _ n '- PROPOSED MEDIAN CURB SECTION - TAFT HIGHWAY D SCALE 1"=10' HORIZ. 11 1"=5' VERT. (PHASE 1 IMPROVEMENTS) (STA. 32+69.80 TO STA. 35+69.80) w O Z V) 3-O Od 0 CL SLOPE 1.5%-3% PROPOSED CURB AND GUTTER 6' 2% FUTl1�RE--. ] � 66' 1 6' 4' - 6' FUTURE u' z Of R/W 3 O 1 u_ u' FINISHED 12.07. MINI GRADE 4:1 MAX. 2% FUTURE LANDSCAPE AREA FUTURE CURB AND GUTTER FUTURE 5.5' COMBINATION SIDEWALK P/L ,R/W 6' I I I I I I2.0% MIN 4:1 MAX. FINISHED GRAE 1-7 PROPOSED LANDSCAPE AREA PROPOSED 5.5' NATION SIDEWALK P/L 6' 4'R/W 6'� I I I 1 I2.0% MIN 2q 4:1 MAX. FINISHE PROPOSED LANDSCAPE AREA PROPOSED 5.5' -COMBINATION SIDEWALK 77'-87' P L 61'-71' 6' 4-R/W 6' w o 1 z bw -EXISTING A.C. PVMT. O TO BE REMOVED O a v~i � a 1 ww 0.65' A.C. PAVING SLOPE 12.0% MIN 1.5_ -3% 2% 4:1 MAX. FINISH 0.75' AGG. BASE PROPOSED PROPOSED CURB AND GUTTER LANDSCAPE AREA 1.10' COMPACTED O.G. TO PROPOSED 5.5' 95% RELATIVE DENSITY. COMBINATION SIDEWALK 61'-71' SLOPE 1.5%-3% I � 61'-71 ' 'R / W 6 4 6' 1 20' w z o � f2' SAWCUT ow wW REMOVE "TYPE D" DIKE. � � I , 0.65' A.C. PAVING SLOPE 14:1 2.0% MIN FINISHED � \ 1 5%-3% 2% MAX. GRADE 0.75' AGG. BASE PROPOSED CURB PROPOSED LANDSCAPE AREA AND GUTTER 1.10' COMPACTED O.G. TO PROPOSED COMBINATION SIDEWALK II SECTION - TAFT HIGHWAY E SCALE 1 "=10' HORIZ. 11 1"=5' VERT. (PHASE 2 IMPROVEMENTS) (STA. 10+88.08 TO STA. 16+60.87) 95% RELATIVE DENSITY. 0 O N 0 gLd z Of w w z z w O J U CD LU r V) 0 z J �� =C N � o Wco J J Zuj Q 0 O z U v O Y (n 0 U w E orf a o a cV co 2 E U U C Cl _� N 0 .(D 0 0 F_ Q N 6) 00