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HomeMy WebLinkAbout5.1-11952 Right Turn LaneREVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: q y,c �-- � ..ZC,/S ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED�pBY: PUBLIC WORKS D{RECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER R.C.E. 61069 BENCHMARK USED: if , �t$ .� DATE TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.M., BEING APPROXIMATELY 50 FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION - 354.13 (CITY DATUM) BASIS OF BEARINGS: THE BEARING OF NORTH 00°57'45" EAST ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 iN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. pQ MING AVENUE .t. O AB D th Subbase AS th 6.08 us o 0.34' (t05mmj �w � d 0.34' (lOSmm) 85 ` � 0.34' (105mm) 0.34' (f05mm) � >2 0 _�� z m � � � WHITE LANE 0.34' (t05mm) a 80' (?45mm} SAWCUT 231 L.F. 4 2 GAMPUS z � 128 PARK DRIVE m 1 BOA rHouSE � P R� J E C T 1 �RiVE � ; ARE A SOUTHERN PACIFIC 0 POINT OF INTERSECTION RAILROAD _N_ Z _ VERTICAL CURVE � LEFT/R}GHT PUE- PUBLIC UTILITIES EASEMENT LS LANDSCAPING DED.- DEDICATION t APPROXIMATE Q 0 ('� N `- PANAMA LANE O "�" w 4�� F VICINITY MAP NO SCALE i � � � � � � � � t � t � • I i7ow Line � ' ilnh� a%acted err goprored otlrxw,ise by the Gly { (-- E' far Commaciat tk;►ew4X ' � � see pty o! Baik�arslteW .�..I � "i....... g', (PRb OSED STANDARDS) R) 2� MAX. --"1 � flaw line CROSS � SLQPE � � ' .— � ____ —. _._...._ _... _ � � � �_ 1� '� '1 �' �� �{ �� �� �� -.-. � �� it �� 1VOTES: 1. Ttuis abtai► moy ae used w►�n � oanb�nts cosi lktoi T-6 may be used ummlaar other oanaition� � see City of earers�a+d standaM Sr L Tjpe '�' aura and gutter, tar ad ggo/kzi6k am�tans and rwtes. .� see Gty of Baherst�aW standaM ST—t4 >nr slrucnad pa►ernaat sectiaa inha�matior� s Cor�rete to hors arz5' (�,+�) � ay �o' (sanm} � +nsakaned plane p'a+t at f5' (s ern) aG and as• (ar,�,) ems«, its of �o' {2z�in) o.0 5 Saerxt existhg � � powmmnt as arected ay the aty & Remote rap/aoa, err retoaote any necessary signs per city rr�quimmarts err as a9racted by the Gty 1. My abiaa'a►s berm alis stanabrd must ere apparo►dd h err7,hg by the City £ngyr� TABLE .A. The followin shall t for Concrete Structural Thicknesses: .t. Concrete th AB D th Subbase AS th 6.08 0.5' {t50mm) 0.34' (t05mm) 0.34' (t05mmj 7.5 ` 0.6' (t85mm) 0.34' (t05mm) 0.34' (lOSmm) 85 ` 0.7' (2t5mm) 0.34' (105mm) 0.34' (f05mm) � >2 0 O. t3' (230mm) 0.34' {105mm) 0.50' (J50mm) 125 D.9' (Z60mm) 0.34' (t05mm) a 80' (?45mm} �� 1 A i A � -. �o' {arsm) t I � + � MATERIA. S DIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. "'Tr 1.5' {4Dham) Canaete Gxb ,,,_ j per; ;q She carrcrete SECTl4N A -A ARTERIAL STREET (BUENA VISTA ROAD) 223 L.F. 0.45' A.C. f 1.10' A.B. 445 S.F. RIGHT TURN LANE (BUENA VISTA ROAD) POINT OF COMPOUND CURVATURE FL- 0.70' CONC./0.34' A.B./0.34' A.S. 2,573 S.F. 0.30' A.C./0.40' A.B. 910 S.F. 6" CURB 226 L.F. 6" TYPE B CURB &GUTTER 16 L.F. CROSS GUTTERS (8' WIDE) 1 EA. 6' WIDE CONCRETE SIDEWALK (4" THICK) 1,040 S.F. SAWCUT 231 L.F. WHEEL CHAIR RAMPS 2 EA. STRIPING 128 L.F. CHANNELIZERS 1 EA. TRAFFIC CONTROL SIGNS 1 EA. BARRICADES 1 EA. Agg: Bas,° -� ssx reloriit campocfmn FII.ENMa: T-SaREV 1 .►1: ' �IL��� AN OPEN STREET PERMIT SHALL BE OBTAINED FRAM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. CL- CENTERLINE PRC- POINT OF REVERSE CURVATURE DWY- DRIVEWAY PCC- POINT OF COMPOUND CURVATURE FL- FLOWLINE POC- POINT ON CURVE BCR-- BEGIN CURB RETURN GB- GRADE BREAK ECR- END CURB RETURN HP- HIGH POINT PI- POINT OF INTERSECTION N- THIS SHEET EC- END CURVE EP- EDGE OF PAVEMENT BC- BEGIN CURVE ESMT-- EASEMENT POVC-- POINT ON VERTICAL CURVE BGN- BEGIN BVC- BEGIN VERTICAL CURVE AP- ANGLE POINT EVC-- END VERTICAL CURVE C.0.6.- CITY OF BAKERSFIELD PIVC- POINT OF INTERSECTION R/W RIGHT-OF-WAY Z _ VERTICAL CURVE LT/RT LEFT/R}GHT PUE- PUBLIC UTILITIES EASEMENT LS LANDSCAPING DED.- DEDICATION t APPROXIMATE UNDERGROUND SERVICE ALERT OF SOUTHERN CAkIFC+RNIA ., � �♦ «`e � � ?�! 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BK 57, *�� PGS 167-168 STATION 16+11.75 f (' ';; - {BUENA VISTA ROAD) �•i•� �X SHEET INDEX NUMBER A �„ I --- DIRECTION OF DRAINAGE � O EXISTING MONUMENT _ _ 1..�.. -C-�- EXISTING LED STREET LIGHT BOLTNOUSE,D !VE - �..�. (� �f d Q �I � I � M '', S (� W 3 � �¢ F-- � � ' � PARCELCMERGER ARirA OF IMPROVEMENTS � ! � No. PO4-0588 PARCEL MAP No. 11$3$ � 1 ! Q PNASE 2 P.M. BK 57, � �,,}� S W PGS 169-170 ir) I � � d- i , m � �' ' � STATION 10+00.00 N a' ' �� (BUENA VISTA ROAD) � � � � .p��;� �� SOUTHERN PACIFIC R I�EY MAP _N_ SGALE: 1'=200' �.l--ll�1�� COB RECORDS No. z 0 w o: DATE 09111 /2015 PA J4B No. 2642V SHEET of 3 SHEETS Q 4 N W ua. � `� �- � m ~ ��. w w � � � W � � � � o a LL a o a m ZI--WQ�V1nW�0 o��`'w�z�0f` �G\NEER � b Q°�[>:op�ZU�n � � �'L� CLQt,..QU w !-' iw.. 3 to OZzw<C�=� �� ��d v �' W nz>-'���--�¢� y to Z >' � Q Q /�� 4c zow��Oc� Qi-�tr�NZ�p V J � U ` � �noinc~.�o Z w�����ww� �/� W wn�inw�n�> VJ ,Z =}-Ow=��Ow �-�vnroovc>r J � z $HEFT No. INDEX �" ��� O TITLE SHEET � F-�- � NOTES z � F— w'�'_ �-' O BUENA VISTA ROAD RIGHT TURN LANE �- � W � c� ,� W 0- --' _ Q � �� � � W O �--� ���� �� Q� ..� Q �"_ PARCEL MAP No. 11838 � � V j KEY MAP L GEND PHASE 1 P.M. BK 57, *�� PGS 167-168 STATION 16+11.75 f (' ';; - {BUENA VISTA ROAD) �•i•� �X SHEET INDEX NUMBER A �„ I --- DIRECTION OF DRAINAGE � O EXISTING MONUMENT _ _ 1..�.. -C-�- EXISTING LED STREET LIGHT BOLTNOUSE,D !VE - �..�. (� �f d Q �I � I � M '', S (� W 3 � �¢ F-- � � ' � PARCELCMERGER ARirA OF IMPROVEMENTS � ! � No. PO4-0588 PARCEL MAP No. 11$3$ � 1 ! Q PNASE 2 P.M. BK 57, � �,,}� S W PGS 169-170 ir) I � � d- i , m � �' ' � STATION 10+00.00 N a' ' �� (BUENA VISTA ROAD) � � � � .p��;� �� SOUTHERN PACIFIC R I�EY MAP _N_ SGALE: 1'=200' �.l--ll�1�� COB RECORDS No. z 0 w o: DATE 09111 /2015 PA J4B No. 2642V SHEET of 3 SHEETS GENERAL NOT�,S 1. ALL CONSTRUCTfON SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RiGHT-OF-WAY OR CITY EASEMENTS SHALL BE fN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FRAM THE CiTY QF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RiGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPRQVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRiOR TO CONSTRUCTION. p0 NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALER DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THiS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. TME CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: i-800-227-2600) SMALL BE CONTACTED AT LEAST TWO WORKING GAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT iS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH I5 DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPEGIFiCATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTQR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FQR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN TME CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY fiHE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION &DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN 1MPLEMENTATiON AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANGE5 IN OR OMISSIONS FROM THE DRAW}NGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRiOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER &ASSOCIATES, iNC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED iN WRITING BY PORTER &ASSOCIATES, iNC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. CSB STREET IMPRQVEMENT N,�TES 1. THE SUBDNIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL A5 REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED ANp COMPACTED PER CiTY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECiF1C INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL iN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LiP OF GUTTER TO LIP OF GUTTER). !N ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS pIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURS AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED I3Y THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8• ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER%CEMENT RATIO DF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT 4N ACCORDANCE WiTH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND TME STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE GiTY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFCLES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL 51GNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH TME APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WiTH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY QR EQUAL, ROADSIDE SIGNS WSTALLED PER CITY STANDARD DETAIL T--19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT TME FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 16. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. COB ASPHALT CONCRETE PAVING NOTES 1• ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR 5TREET5 AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATfONS AND THESE SPECIAL PROVISiQNS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO TH£ REQUfREMENTS OF SECTION 39--2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGWEER. THE ASPHALT BiNDER SHALL CONFORM �TQ THE REQUIREMENTS iN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, iN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY TME 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 CITY ENGINEER. 5. AT LEAST 14 DAYS PRiOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY 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 fN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MiX DESIGN ALONG WITH THE THEQRETICAL 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 CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TQ BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TQ THE CENTERLINE OF THE STREET, AND AT A M!N[MUM DISTANCE OF ONE (1 } FOOT FROM THE EXISTING EDGE DF PAVEMENT. 7. A PRIME COAT WiLL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PR10R TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF TME STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT B{NDER NAS 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 CONSTRUCTfON. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHQULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE i5 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-QFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATfONS. 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 UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER QF ASPHALT CONCRETE iS MORE THAN 0.15 FOOT, PAVWG 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 CQNFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, QR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER TME CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WMEN PAVING OPERATIONS RESUME. 13. 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 CALfFORNIA TEST 375. 14. 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 CITY ENGINEER OF THE ADJUSTMENT THAT WiLL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN --PLACE DENSITY REQUIREMENTS. 15. 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 DENSfTY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. 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. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. iF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECfFfED SURFACE TOLERANCES, iT SMALL 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 CITY ENGINEER. THE CQRRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING I5 USED TQ BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE TME GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL T0, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LiMITS DF GRINDING ARE NORMAL TO TME PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUfREMENTS 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 FIMSHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EiTHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL iN ALL CiTY 5TREET5 INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB} CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPEGFICATiONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS -OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SMALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATER{AL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED QN THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10--26-89, UNLESS OTHERWISE NOTED} CITY STD. N0. DESCRIPTION ❑ ST --1 CURB AND GUTTER (TYPE "A","B" AND "C") ❑ ST -2 COMMERCIAL DRIVEWAY w w � ST -3 SIDEWALK ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -5 HOUSE NUMBER FOR CURBS ® ST -6 DATED 1(11/99 PAVEMENT PATCHES ❑ ST --7 CROSS -GUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT ® ST --9 STREET SPEGiFICATlONS ® 5T-10 STREET SECTIONS ❑ ST --10A STREET SECTIONS ® ST -11 STREET CROSS SECTIONS ❑ ST -12 ALLEY CR05S SECTION ❑ ST -13 SURVEY MONUMENT ❑ ST -14 **STREET LiGHT, MAST ARM TYPE ❑ ST -15 CUL-DE-SACS ❑ ST -16 STREET KNUCKLE **FIBERGLASS STREET LIGHTS NOT ALLOWED CITY STD. N0. DESCRIPTION ❑ ST --17 WIDE CROSS -GUTTER ❑ ST -2 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") w w � (PROPOSED STD. 6/2/99) ❑ ST -19 HANDICAP RAMPS ❑ ST --20 PRIVATE STREET GATES ❑ ST -21 REFUSE CONTAINER PAD ® ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQ. ❑ D-10 SIDEWALK UNDERDRAIN ❑ D-11 DRAINAGE BASIN ❑ D-14 CATCH -BASIN, TYPE "A" ❑ D-15 CATCH --BASIN, TYPE "A-1" ❑ D-�i 6 GUTTER DEPRESSIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ❑ SW -5 FRAMES &COVER FOR MANHOLES & CLEANOUTS ® T-1 STREET SIGN, POST TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION ❑ T-12 MINIMUM ACCESS DESIGN ❑ T-34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES ® T -XX STANDARD TURN LANE INTO COMMERCIAL OR PRIVATE DEVELOPMENT (SEE DETAIL SHEET 1) CALTRAIy.S STANDARD PLAN 1- THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® RSP A88A CURB RAMP DETAILS ADSIDE .SIGN &PAVEMENT. DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, $c RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL 8E PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-Q2ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE S{CNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, 10. LANE WIDTHS SHOWN ON THE PLAN ARE DiMEN510NED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WMCH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. v o_ nac't-jO wOm z�uaiz m`-"tQ-- w �cwo=�"'W}oo °u,sazF-za,,u�o acn�wz�j�m..�¢ tnu. �Oz�tgtriV zow�oOQst�cr g���¢Zu'w�u¢�. wxo�++swv,c�Q O t.. r tx-. � � �` LL � ��.,. zrcJrcnpOu-p- ���o�wV cnuwic9 w `toot-=-¢�rtx-sz ¢o�p'�wso�>"w V [�ppmU Z Z� d Q �j Z 0�� W,Z,1 � w� U� w O w owaw�u��wZZp� Q►`�OZ WpOOpwp oo�a���zaa 0 v zo .�_z> zo�wWO,��Q¢ o¢zatx-w>o�c� Qw�ZrZwz O �s w_¢v`C�w LLZ?m3�Z�zc� v -A jp..�w0�,i,. c°i�w�=za�z$� ��OwU04o�b" �ai�xaZ¢QOp �z�i>wn�oLL� �ao� >�,�� n. ir��wwcxi3�r0--' � wQo�z>v,°4Qm airQ�wV��>tm- ww�owz c�>-� ��ad��o�7d"� N TE• THIS SITE HAS BEEN DISTURBED PER GRADING PERMIT No. 10--40000032. OWNER SHALL PROVIDE UPDATED BIOLOGICAL CLEARANCE SURVEY PRfOR TO STARTING CONSTRUCTION. �• 1 � I l'�52, U z W �_ U O t� V / W �"' Q M rn� Z_ � � � N � � M � U � t� i!J tU X � �� Z � � mN LL! � M Z �o � V% N Z � M W � �.,. N � 0 � N r W � Z Q J J Z � � F-- N � Wim~ r W Q � w J Q W � Z �U� �a� F- � W � Z F-- W (11 � m A �= � � G� a LL � w ;gym w w o m w � a w w � U.. 4 p 0. W � Z Q J J Z � � F-- N � Wim~ r W Q � w J Q W � Z �U� �a� F- � W � Z F-- W (11 � m DATE 09/11/2015 PA JOB No. 2642V SHEET OF 3 SHEETS z 0 w DATE 09/11/2015 PA JOB No. 2642V SHEET OF 3 SHEETS CO�,STRt�,�TIQN NOTES (� CONSTRUCT 11' STANDARD RIGHT TURN LANE INTO COMMERCIAL OR PRIVATE DEVELOPMENT PER PROPOSED C.O.B. STD. DWG. T -XX DATED 9/22/1999 (SEE DETAIL SHEET 1}. 0 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CfTY OF BAKER5FlELD ENGINEER. 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "C". ® EXISTING UTILITY VAULT/BOX TO REMAIN, PROTECT IN PLACE. 5Q REMOVE EXISTING SIDEWALK AND CONSTRUCT 6' WIDE, 4" THICK, STANDARD TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3 (SIMILAR}. ® EXISTING FIBER OPTIC LINE TO REMAIN, PROTECT 1N PLACE. Q EXISTING TRAFFIC SIGNAL INTERCONNECT TO REMAIN, PROTECT IN PLACE. Q EXISTING ELECTRICAL TOWER TO REMAIN, PROTECT fN PLACE. ® EXISTING WHARF HYDRANT, PROTECT IN PLACE. 10 CONSTRUCT 6" TYPE B CURB &GUTTER PER C.O.B. STD. DWG. ST --1. 11 CONSTRUCT 0.30' A.C. PAVING OVER 0.40' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY. 12 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH PER PROPOSED C.O.B. STD. DWG. ST -3 (SIMILAR) AND C.O.B. STD. DWG. T -XX (SEE DETAILS SHEET 1). 13 WARP SIDEWALK TO MATCH EXISTING. 14 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". PAVEMENT DELINEATIQN LEGEND O INSTALL TRAFFIC STRIPE PER CALTRAN5 STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN 0 INDICATES DETAIL N0. ON STANDARD PLAN. 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. F --� m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FQR THE PROJECT SHALL VERIFY 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. SIGN LEGEND SIGN CODES EXISTING SIGN TO REMAIN. OM4-3 � RED DIAMOND OBJECT MARKER INSTALL NEW 1 POST SIGN. R5-1 ^- DO NOT ENTER l� RELOCATE EXISTING SIGN. R6 -1(R) "' ONE WAY (RIGHT) R26(CA) N NO PARKING ANYTIME -a- SIGN LOCATION SNS -METRO M METRO STREET NAME SIGN SR4-1 N SCHOOL SPEED LIMIT ASSEMBLY C (CA) NOTE: SIGN CODES ARE FEDERAL TYPE N(CA) ti CALIFORNIA WARNING SIGN -DIAMOND CODES UNLESS OTHERWISE fNDICATED W31 CA) N END BY (CA). (CA) INDICATES CALIFORNIA ( CODES. W10-1 N RAILROAD CROSSING SW E5MT ST *SEE C.Q.B. STD. DWG. **OR AS DIRECTED BY ST RW ST -11 FOR SLOPE C.O.B. ENGINEER CL { PARAMETERS x , ..�r 9 � 11' RIGHT FL � 71 TURN LANE 48' VARIES 6' WIDE VARIES � SEE DETAIL SAWCUT 0.5'-4.0' SIDEWALKi4.8 -6.0 T -XX LINE** EX. PAVEMENT EX. GROUND '�.. i SHEET 1 TO REMAIN 2 � � ° � 6" CURB 2 �„ ,_ EX. GROUND ��`'�"�` " 1h�� .�1"� ,.. _. _ ...-- _,_.. � � � .n,.1\�m-a\ r���� z _- .. . -- a ,r � r�� SEE PLAN VIEW FOR GRADE LINE � 5EE PLAN VIEW FOR RIGHT TURN LANE STRUCTURAL SECTIONS STRUCTURAL SECTION BUENA VISTA ROAD HALF N.T.S. BAY TAPER DATA No. 1 STAT70N OFFSET CL TO FROM FL 14+71.20 65.00' fi 14+76.20 64.82' LT 14+81.20 64.32' LT 14+85.70 63.45' LT 14+91.20 62.25' LT 15+01.20 59. 0' LT 15+11.20 56.75' LT 15+16.20 55.55' LT 15+21.20 54.fi8' LT 15+26.20 54.18' LT 15+31.20 54.00' LT CONTRACTORS NOTE: CONTRACTOR SMALL REMOVE ALL EXISTING CURB AND GUTTER FROM STATION 13+08.74 TO STATION 15+31.20 LE - - --� RIGHT-OF-WAY - CENTERLINE -Q- PROPOSED TRAFFIC SIGN EX W EXISTING WATER MAIN OHE EXISTING OVERHEAD UTILITY LINE - - S - - EXISTING SEWER MAIN WITH MANHOLE/CLEANOUT GAS EXISTING HIGH PRESSURE GAS MAIN - -FO--- - EXISTING FIBER OPTICS LINE � EXISTING UTILITY POLE, PROTECT IN PLACE � EXISTING FIRE HYDRANT O EXISTING SURVEY MONUMENT, PROTECT iN PLACE CURVE TABLE J W WSW tl]ZLL W CURVE RADIUS LENGTH TANGENT DELTA C1 25.00' 39.27' 25.00' 90.00'00» c2 30.00' 47.12' 30.00' so•oo'oo" C3 100.00' 21.93' 11.01' 12'33'49" C4 80.00' 17.12' 8.59' 12'15'51" LE - - --� RIGHT-OF-WAY - CENTERLINE -Q- PROPOSED TRAFFIC SIGN EX W EXISTING WATER MAIN OHE EXISTING OVERHEAD UTILITY LINE - - S - - EXISTING SEWER MAIN WITH MANHOLE/CLEANOUT GAS EXISTING HIGH PRESSURE GAS MAIN - -FO--- - EXISTING FIBER OPTICS LINE � EXISTING UTILITY POLE, PROTECT IN PLACE � EXISTING FIRE HYDRANT O EXISTING SURVEY MONUMENT, PROTECT iN PLACE O EXISTING UTILITY BOX, TYPICAL {SIZE VARIES} Pe EXISTING PAC BELL MANHOLE Da EXISTING GAS VALVE N EXISTING WATER VALVE WITH SIZE �- OR -�- EXISTING STREET SIGN -O- EXISTING STREET LIGHT ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWSE NOTED. ALL PROFILE STAT10NING tS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. " X � � �- o n � � �; w BOLTHaUSE DRIVE n w qc�Q�� � � � � � � � v (EXISTING IMPROVEMENTS) o v �--- 15 15' --� rn + EX. SIDEWALK -{.. + + `� ¢ � _ ,+ a \ M � EASEMENT PER DOC. d: :`� � � / �� - - - � �Q - --� �' � a 1 ^ �S� �� G�. \ r" ��,� No. 02i 3028636, O.R. � - - EX W - - U; � - EX �V �--- I _ � _ s �, � -_._. � OHE _ DHE. OHE ___. � - - -= -rye o= _ _ = � `�-= - -•�'� a - 13 �- - - __._ _--- - - - � � C1 3 � ±� ® 'y`'�;�� " 1 `�' ,�h�' "• � ° � _L � � I EX. CURB RETURN I I� - - - - - - - fix, �'s' L _ ..._ .._......_ ..._ � � _. � ` � .._ _ -.._ � _22� ._... _.... � .� ..._� _ ..,... .- ,.._ _. � .._ ._. _.._ ..... � � f 4 AND ACCESSIBLE RAMP � i- �s EX. CURB &GUTTER '�G �' �� � s� � � s� -'�� - � - o � /� �`��'�``' �`��'�� ,� 0 12 `� ,�,r',� .yh�� EX. JOINT UTILITY � ,y�^�• EX. 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DENSITY CPR C.o•B. � ID ,ptw�C•� ST-11� CONSTRUCT MIN. 0.70' CONCRETE PAVING OVER MIN. 0.34' CRUSHED CLASS II A.B. OVER MIN. Q.34' A.S. OVER MIN. 1.25' NAT. GRD. COMPACTED TO 95 %MAX. DENSITY \ W10-1 R--26(CA) I \. I � ��� ►.. $ 9 N i d' 9 O RIGHT TURN ARROWS AND STRIPES EX. STRIPE AND CHANNELIZERS TO TO BE INSTALLED AT TIME OF BE REMOVED AT TIME OF ADJACENT PARCEL DEVELOPMENT ��"-� i SCALE: 1 "=20' 11 // � ,C-- � 1` ,� �/ / .� \/ / � � �' BOLTH4USE DRIVE (EXISTING IMPROVEMENTS) L��'. �- �- EX. STRIPING TO REMAIN ADJACENT PARCEL DEVELOPMENT R6 -1(R) EX. STRIPING ® ----- TO REMAIN EX_ MEDIAN 13:=__"� 14 15 16 "�,,=- - i BUENA VISTA RQAD STRIPING & ..SIGNAGE PLAN ��-� �- SCALE: 1 "=20' U �. r�ac;�p wOv> U J W WSW tl]ZLL W Z O Wua=zfW..=�Op �_ M 11'X60' � � VWJ �o���o���`-' Z 'C r- wxOwxwu�U z�vi...cn�c�7��� - ; tCl M '3aa�S�ae�[��Wn� ,` --- p� U � Qo�Oxh--�[YxWZ �Z��U�Zq�� z�. 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