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HomeMy WebLinkAbout6.1-1663 Record DrawingBAKE i;z E3 F I IE LD, CALIFORNIA REVIEWED BY: Ae-1*40—' ode 91t3/2.o�3 TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: vc� ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE RECORD DRAWIN5 APPROVED BY: eyill:ORTER, RCE 33449 EXP. DATE PUBLIC WORKS DIRECTOR,- CITY OF BAKERSFIELD DATE RAUL M. R.C.E. 39880 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13- 30/26, BEING ABOUT 50 —FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 101ASIS OF BEARINGS'. THE BEARING OF N 00 °57'45" E ALONG THE CENTERLINE OF__BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. VICINITY MAP NO SCALE MING w o 0 AVENUE NOT TO BE USED FOR BIDDING PURPOSES. O 2W L. F. Z Z 6" CURB AND GUTTER 984 W cl) S.F. Q > WHITE LANE EA. Q EA. WHEEL CHAIR RAMPS 4 z DECORATIVE L.E.D. STREET LIGHTS 1-2.- EA. w EA. SAWCUT 68 CAMPUSPgRK m SHEET No. INDEX �RlVE M GENERAL NOTES &_DETAILS gOLTHOVSE PROJECT PROFILE DRIVE SITE SOUTHERN PACIFIC � Q DIRECTION OF DRAINAGE RAILROAD 0 -� EXISTING STREET NAME SIGN {} DECORATIVE L.E.D. _STREET LIGHT � CB #12 CATCH BASIN w /NUMBER -+- PROPOSED STREET NAME $I,GN w LEGEND CL— CENTERLINE DWY— DRIVEWAY D FL— FLOWLINE PANAMA LANE J O ECR— END CURB RETURN _T PI— POINT OF INTERSECTION VICINITY MAP NO SCALE ATERIALS LIST ESTIMATED QUANTITIES FOR PLAN � Nt NOT TO BE USED FOR BIDDING PURPOSES. t ATERIALS LIST ESTIMATED QUANTITIES FOR PLAN � CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. t LOCAL STREETS 462 L. F. 0.30' A.C`0.40' A.B. 20,696 S.F. 6" CURB AND GUTTER 984 L. F. 4 THICK SIDEWALK 5,600 S.F. SURVEY MONUMENT ENCASEMENT 5 EA. METRO STREET NAME SIGNS 2 EA. TRAFFIC CONTROL SIGNS 1 EA. WHEEL CHAIR RAMPS 4 EA. DECORATIVE L.E.D. STREET LIGHTS 1-2.- EA. CROSS GUTTERS (12' WIDE) 1 EA. SAWCUT 68 L.F. SHEET No. INDEX O TITLE SHEET M GENERAL NOTES &_DETAILS M TRADE CENTER COURT — PLAN AND PROFILE LEGEND Q SHEET INDEX NUMBER DIRECTION OF DRAINAGE OO CONCRETE MONUMENT -� EXISTING STREET NAME SIGN {} DECORATIVE L.E.D. _STREET LIGHT � CB #12 CATCH BASIN w /NUMBER -+- PROPOSED STREET NAME $I,GN LEGEND CL— CENTERLINE DWY— DRIVEWAY FL— FLOWLINE BCR— BEGIN CURB RETURN ECR— END CURB RETURN PI— POINT OF INTERSECTION EC— END CURVE 4` BC — BEGIN CURVE PIVC— POINT OF INTERSECTION '4 RTICAL :CURVE POVC— POINT ON VERTICAL CUR BVC— BEGIN VERTICAL CURVE kv EVC— END VERTICAL CURVE 0 PRC— POINT OF REVERSE CUR1/ URE.. PCC— POINT OF COMPOUND CUATURE POC— POINT ON CURVE w GB— GRADE BREAK HP— HIGH POINT CN- UNDERGROUND SERVICE ALERT IF SOUTHERN CALIFORNIA DIAL TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG Ism \.r SCALE: 1' =200' w LL. w aELU0 w�Jrn on a uj LLJ �_ Z L) 0" Z W o w w ZwF' ui (ninulZ�La df -t3 LLJ W= Q F�- Z w 0 co cf) wW= u) �z_ w=0 `�wwb Lij moo Cc awt3cn co = Q w � Q z z�ar -- Q Q�'- Qm C e wW CZ z z Cif 0cr) 30 cry Z` � Lu w i- w s w w w >- > 0 z s co � Lu W co) I , q co) a� Z WLL._z -� nH z cn._„az z 0W�aW<F --0 =080 Lu LL Z ww 0w z 0azn. w C1 =�WF=Zw ZU w <� Uuj W z �>- 0 U- Q.J wU�7t- t-- c6 m: -� w w cn- rCkfPQL) >� C�u3ws =Z 0 zo=gww= w ?za0s.�C3 _j0� w0 � w X LL 0 -- W W cl) _! —� w<ao > t'Lt=F" z- -cr)�d o Z Q_ �w u, 2 J -o> wW0Jwz9n>- �s- FS- -0CL1a 00 Cr_ Lu1 LiJ 0 LL ®� Z Z cl Z D LL Z V) „C3_j Z 0wtf3L�0E- F->- M0�ce V (.)h- LLJ m < U X �.-- �� 00 << CL, L 0 w w C) a � <�[ wwZ o < 0 0 wZZLu X� CL � < > M L.Li U) � ZO�"OZ � LLJ 0M� �C�V) LL 0 0 0 ZF-W< w(j) Q' 0 °'� =0F0� m 0 F- (.) C„) w Lj Q Z Z O C3 O 0 _j ILF -L-0�j w i- oZZ �J � ecwwQ_.._o5 Z � m w Z < < < O F- 0 Z V) )Z- rwwooQ O F- � 0 �. Q�-- WV) (nZ� 0 -1 0 5; Z 0 F- Ix _j Z w U5wwW. 0 ``J�°- Qwmmwow II VI e' )T 4 12 -0133 J0212143697 n 1/17/2012 O.R. I� �a -VISTA RIDGE DRIVE PARCEL B e � �roe� Q PARCEL 2 5 PARCEL 1 Q � PARCEL MERGER m ( PO4 -0588 7?`1 II n S � v i (n sv � i ■ z c C.0 C r Z 0 u% ct? >-- (. E/) @ x cr) L_ U. C) cC cy) ? m 1 w 4.;� o ce) LLJ Z v C\j z Ce) W r F� r (o O 0 n= W a U- W W U- 0 � U. ER # b cn lid- W � M 1 V ol > cn � � U Z i Q J CL E— Z � W C� w w O ? w � J W �V- � W w w L7 cn OC � t 0 s 0 w CN- DAVE 8/01/2013 PA . NO. 12 -2642M W_ -SHEET 0 -i CN OF 3 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, 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 IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. 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 FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE 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 THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR 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. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED 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. THE 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.: 1- 800 - 227 - 2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS 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 IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11 • IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE 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 IMPLEMENTATION 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 DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, 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. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND 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 SPECIFIC 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 (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T =1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% 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). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB 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 BY 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 OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY 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 PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE 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 OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T -19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM - DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. COB ASPHALT CONCRETE PAVING NOTES 7 • 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 CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 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 THE REQUIREMENTS 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 ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO 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 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 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 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 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 TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. 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. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS 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 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 UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. 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 RAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN 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 CALIFORNIA 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 DEEDED, 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 DENSITY 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 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 CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. 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 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 STREETS 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 SPECIFICATIONS, 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 SHALL 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 MATERIAL 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 ON 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. NO. DESCRIPTION CITY STD. NO. DESCRIPTION �Uw�wui -0��.� Lza-z ST -1 ;�- �� =z Wz° CURB AND GUTTER (TYPE "A ", "B" AND "C ") N ST--17 WIDE CROSS- GUTTER 'r z �- ST -2 Fwm COMMERCIAL DRIVEWAY > �- ST -18 MEDIAN CURBS (TYPE "M ", "M -1" AND "M -2 ") z�W §ACC 'Z 0FW �c�0 -- °�,u,- ST -3 (6 ul z z �� ,®3:0 ° SIDEWALK Q ST -19 HANDICAP RAMPS c� ST -4 RESIDENCE DRIVEWAY Q ST -20 PRIVATE STREET GATES C-4 � C'�i ST -5 HOUSE NUMBER FOR CURBS �- t ST -21 REFUSE CONTAINER PAD LU ©u>.j �wawu- a��Qt�us�0 LL ST -6 a w�� <,�Lw PAVEMENT PATCHES u t LL ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS El ST -7 CROSS - GUTTERS D--10 SIDEWALK UNDERDRAIN Q ST--8 <x 0> WLuU0LuZ CD>-CO = =cl)txs0 LuZD 26 INCH PART CIRCLE CULVERT -- t__aCL�_0aw<2 D -11 DRAINAGE BASIN ST -9 STREET SPECIFICATIONS D -14 CATCH - BASIN, TYPE "A" ST -10 STREET SECTIONS Q D -15 CATCH - BASIN, TYPE "A -1 " ST -1 OA STREET SECTIONS D -16 GUTTER DEPRESSIONS ST -11 STREET CROSS SECTIONS SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ST--12 ALLEY CROSS SECTION SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ST -13 SURVEY MONUMENT T -1 STREET SIGN, POST TYPE ST -14 "STREET LIGHT, MAST ARM TYPE T -3 MAJOR COLLECTOR TRANSITION Z ST -15 CUL-DE-SACS T -12 MINIMUM ACCESS DESIGN F] ST -16 STREET KNUCKLE T -34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES "FIBERGLASS STREET LIGHTS NOT ALLOWED CALTRANS STANDARD PLANS �• THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN 0 RSP A88A DESCRIPTION CURB RAMP DETAILS DATE 0 r W Li. W LL ° °'0� r.L Iz- 0 m < � �Uw�wui -0��.� Lza-z e') ;�- �� =z Wz° [WL.1 z0> �Q c� co t13 U- � J � C j S2 �- �a�c -_v0 zWV� � -��zm 'r z �- uj :c 0 L_ Fwm z C-) c' �.-. as a a --- > �- WCL00 LLJe� �n0 <0 EME - -�tLST =Z ;� -0 z�W §ACC 'Z 0FW �c�0 -- °�,u,- 0 cl) X <C (6 ul z z �� ,®3:0 ° LL ) � L-9 FD otr, °�°� --J U) z >o_z cow oWZu��,W�20 w c� Q LL � C) 003: <�w°c�B z 00 QW2 L9- C-4 � C'�i -03Uw <tTLL Z ° LJZ°W<w ©mo J�o Z0uw��Wa?',, �- t g LL, C) t� LU ©u>.j �wawu- a��Qt�us�0 LL s-- a w�� <,�Lw > u t LL w a_ 0co z < CL on LLJ OW���� ,� -� �, � >cnLn< cn LLJ -11W <x 0> WLuU0LuZ CD>-CO = =cl)txs0 LuZD -- t__aCL�_0aw<2 \NEER # b ti 4 M W 3 > U O � LLJ V U � S�P� 0 N U) i Z 0 N C/) �- Q0 W i DATE 8/01/2013 / I;313 a_ PA JOB No. 12- 26424 z Ld SHEET N mot' N OF 3 SHEETS w i u_ O CL w z 0 m Z w c w > u t LL w a_ U w 0 < CL \NEER # b ti 4 M W 3 > U O � LLJ V U � S�P� 0 N U) i Z 0 N C/) �- Q0 W i DATE 8/01/2013 / I;313 a_ PA JOB No. 12- 26424 z Ld SHEET N mot' N OF 3 SHEETS CONSTRUCTION NOTES M1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.Q.B. STD. DWG. ST -3. F-3-1 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". F4_1 CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. DWG. ST-17. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS- GUTTERS AND A MINIMUM OF 1 EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1") F_5� CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0, D -14. INSTALL STREET NAME SIGN PER CITY STANDARDS. --�-- INSTALL TRAFFIC SIGN PER CITY STANDARDS. - --� -R1 -1 INSTALL R1 -i STOP SIGN W/ STOP BAR. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATIONING BOLNOuSl ;�? sFf��� LENGTH Li SRI vE (SEE ��,// �fdf� U- m H TS m � z � W 46.09 30.00 90'' 34' � � m �? (J � r*-- � 34' � Q -}- O� m LO Lo W •'- 'F' ' d- ° 1- po � p 'd"' EX /S; IIVG G�20 /J�VD PR. OF /L E CO •�3 w. �' n '11%I w. .d- to �N. � o � In m a N d- � ' .�,• to d- �- r� r� r- u- 0 W 20.00 V O LLj C9 45.00 11 it ' 61 °23'40" �o � ( so' 11 --� � 1 o° J d- 1 1 � o° +/ � � O ct- Q CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -0- INSTALL DECORATIVE L.E.D. STREET LIGHT. CONTRACTOR SHALL COORDINATE APPROVAL WITH CITY OF BAKERSFIELD AND OWNER. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. (s SEWER MANHOLE D SEWER CLEAN OU T � STORM DRAIN JUNCTION BOX RIGHT -OF -WAY SEWER STORM DRAIN - - -- -- EXISTING EDGE OF PAVEMENT 0 m m 0 U-) r F-31 TYP C1 - - .r�P -' 2 PROPOSED R/W .{ too 0/ rw 00 N 89'02' 15" W 10 +,4s. oo 5 C� C6 23.00' f 04 ..--- 'c � 11 11+19.27 12 N 13 14 rtS 09 28'2 " C4 .� .- .� U, - .� _._ -, If fly � v 5 C5 EfIN d N ,-, � 14+41.42/' PROPOSED R/W 0© [3] TYP U ;�? sFf��� LENGTH Li 31.42' 31.42' s0 50� ' VERTICAL URVE ON CURVE ON CURVE eta ��,// �fdf� U- m w N 92'25250" U w 46.09 30.00 � N ow O�U 04 U U m d- tN to Oi �"�' c0 0 > m � J � �,1 'd' n m d- ° 1- po � mc� 'd"' EX /S; IIVG G�20 /J�VD PR. OF /L E col •�3 w. �' n '11%I w. .d- to �N. wz . s-- OD 'd'• Cp n + m a N d- � ' .�,• to d- �- r� r� r- u- 0 W 20.00 V O LLj C9 45.00 11 it ' 61 °23'40" �o � 34' so' 11 --� � 1 n d- CID � � 342 � � O ct- O � SOLNOU (SEE SE DRIVE U. U. 3 RIGHT) d- PROPOSED R/W 0© [3] TYP U ;�? sFf��� LENGTH Li 31.42' 31.42' s0 50� ' VERTICAL URVE ON CURVE ON CURVE eta ��,// �fdf� U- m w N 92'25250" U w 46.09 30.00 � N ow O�U 04 U U m d- tN to Oi �"�' c0 0 > m W U w 'd' n m d- ° 1- po � CONSTRUCT MIN. 0.30' TYPE "B" A.C. PAVING OVER � 09 pop i i 51334 U O �IW N 7� n d' JIJ Li �LARIES HORIZONTAL: 1 "=40' VERTICAL. 1" -2' R/W GRADE LINE * SEE C.O.B. STD. DWG. ST--11 FOR SLOPE PARAMETERS C/L STRUCTURAL SECTION 60' RIGHT -OF -WAY ICAL LOCAL STREET E. NOTE: SEE PARCEL MAP 12061 STREET IMPROVEMENT PLANS FOR STRIPING AND SIGNAGE -` IN BOLTHOUSE DRIVE. 48.40' ON CURVE '' k MIN. 0.40' CRUSHED CLASS II AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. 50' VERTICAL LURVE COMPACTED TO 95% MAX. DENSITY to U Uco TI -6.0 R=40.0 Um U NU � 0 II.QU Urz m woo m0 1w � �-> N�.> m ' `S 0.00 ' CO N c� co 0 nn CIIIIIIIII! to +0 to EXISIZIVG' GROU O PROF%/E � � � CD '� 0) q- � ii -�- � Ir- LC) U Liu_ + �� i i + �" - _- - - - __+ >-0 � � � moo. . • �.. ,�- + + Lo 350 ..... ......... .... (N:...:, .:�..:... ... :...:...:...:... ... :... :... ........... ......, .................... ...: ... � . .. 350 � .� LL. . . LL. ............. :. /.. . .......................................................... .............. •a- - 0.357 +0:� 348'. ..............40".. ... ....... ... ..... .. ............................ �d ....348 0. �.:..... + Q. 25% +0. 5% Dt316W iZ0O INt' PNI�Illf f . • . . . . . . . . . Y. F t « . . . . . . . . . . . . . . . . . . . . . • . • . . . . • . . . . . . . . . . . . . . • . 346.* .................................................................. ............................... ..........................:34.6 10+00 11+00 12+00 13+00 14+00 15+00 WEST FLOWLINE PROFILE 46.09' ON CURVE ;�? sFf��� LENGTH RADIUS 31.42' 31.42' s0 50� ' VERTICAL URVE ON CURVE ON CURVE eta �J U U- m 0 L t`� N 92'25250" U w 46.09 30.00 w 0 t 0 ow O�U 04 U U m d- tN 0 > 0-0 11 7 N 0 > m W U w 'd' n m d- ° 1- po � '�'�! 'd"' EX /S; IIVG G�20 /J�VD PR. OF /L E MOO •�3 w. �' n m 1- r� w. .d- to �N. N r� � . s-- OD 'd'• Cp n + m a N d- � ' .�,• to d- �- r� r� r- u- w T--• � 20.00 20.00 90 0100900" C9 45.00 11 it ' 61 °23'40" A T FL OWZINZ- � � t. d- �* m U li + cn ct- c���- _ _ `�_ - - -- ___ - -_ _- d- mow. . . . . . . . . . . . �. . p �.,,,� . _ . y_ . . _ . __ . _- . . - - o -: -- : - - - . . . . . . . . . . .� .�. . . . . .� , C3 . . . 0 350........... ........j �- /0 ........ ................ ............................... ......I. ..... ... ..... + ....x......350 • . / U- _j U-1 ........... .... :. /. ......... ....... ............................:.. ........ ...: ..: - -0.00 : .. 348 ........... --- ...... •�... ........... .... ... ,.. ..................._ +0.25-7o7 .............. . ...................348 +0.2,5 348.E' � ' .. 348.-W,.%) s % . �ES/�1l f10ffINE PROt71E +0.6m . . . . . • . . . . . . • . . . e .. `yF,.� }f.- 3T . . . . . . . . . . • . . . . . . . . . . . • . . . . • . . • . . . • . . . . • . . . . • • . . . . • . • . . . . . . . . . . . . . • • • . • . . . . . . . . . . . . . CROSS -CU TIER . . . • . . . . . • . • • . . • . . . . . . 346 :...:..•:.......:...:...:...:...:...:...:...:...:...:...:...:.,. :... :•..--- . :...•... :•.. :... :.. :... :... :... :...:... :346 10+00 11+00 12+00 13+00 14+00 15+00 EAST FLOWLINE PROFILE kL POINT SIDEWALK PER CO CE11171111111=11PILAINS FAR CONT1NU R/w ��.• V ARIE.� -- 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 48.40 30.00 31.30 92'25250" C2 46.09 30.00 28.98 88'01'39" C3 50.72 478.00 25.38 06'04'47" C4 74.27 500.00 37.20 08'30937" C5 59.56 522.00 29.81 06'32'16" C6 35.81 33.00 19.90 62'10'55" C7 132.52 42.00 --- 180 °47'15" C8 31.42 20.00 20.00 90 0100900" C9 45.00 42.00 24.94 61 °23'40" 'TRADE CENTER COURT (SEE LEFT) d QNOTE: DENOTES EXISTING AC PAVING TO BE REMOVED PER THESE PLANS. U w u- I.J- U- p� 0 wow (� c z w m U) LL > Z W- U Q � � �c w s 0 W= v w 01- z �_ '0 �- C") p $ ) p z Z U w °� �-o w X12 29 t = <w °cc�- Co Z�U 23R'0 �0CL cn z U 0 it Lu za Z U p U WL 00- u - WOzQ Ow w 0 oz- ow 9 ow u, w 0 uffi LL L �� w Z��„°o.a�s�.- _aj M P _j w w 0 w cwl) P < C7t�L.LJ 2) CQoww d 0 > a L0 z LL ; d ®w w � � F p w DwL�!co -�Ctry 0� `U w ��� wo�O wz= F_1- 0a.!_Udw<2 10' WIDE PUBLIC UTILITY AND SIDEWALK EASEMENT PER DO No. 0211085784, RECORDED JULY 61 2011, O.R. -- �?, -16 1.62 ECf? -- --- -___ X34. L r) X. FL ----- + 32 EXISTING -- --___ .L i 53+ 71.62 EC - _ X- LIP --T- -N- 9 Ll ION cx CONSTRUCTIO PLAN HORIZONTAL. 1 "-- 20' CONSTRUCT MIN. 0.35' TYPE "A" A.C. PAVING OVER MIN. 0.55' CRUSHED CLASS II AGGREGATE BASE OVER MIN. 1.10' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =7.0 R =40.0 CONSTRUCTION NOTES (BOLTHOIJSE DRIVE ONLY (1K) SAWCUT AND REMOVE EXISTING CURB, GUTTER AND SIDEWALK. QB PROTECT EXISTING IMPROVEMENTS (CURB, GUTTER, ETC.) IN PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION AT HIS EXPENSE. QC DEMOLISH EXISTING CATCH -BASIN AND 18" STORM DRAIN TO EXISTING STORM DRAIN MANHOLE (SEE SEWER -STORM DRAIN PLANS) QD PROTECT EXISTING STORM DRAIN MANHOLE IN PLACE AND CONNECT NEW 30" STORM DRAIN (SEE SEWER -STORM DRAIN PLANS) CONTRACTOR SHALE REPAIR OR REPLACE ANY IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION AT HIS EXPENSE. QE CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. �F CONSTRUCT 6' WIDE CONCRETE SIDEWALK PER STD. DWG. ST -3. QG CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". QH SAWCUT TO NEAT VERTICAL FACE. THE EXACT LOCATION TO BE DETERMINED BY CITY ENGINEER. CD MATCH SIDEWALK FROM CURB RETURN TO PROPOSED SIDEWALK PER PM 11952 REVISED PLANS. ROADSIDE SIGN &PAVEMENT DELINEATION NOTES 1. SEE PARCEL MAP 12061 STREET IMPROVEMENT PLANS FOR STRIPING AND SIGNAGE IN BOLTHOUSE DRIVE. DATE i z C) r ....� cy) cr) C/) . CD r z E 0 <ui cv� > r 0 X �- Q U) 06 cl) LL 0 c U) z Q W C (0 N oz$W cy) Z c) C) Z co Lu cl) (c) r r C) C) 0 s- i� �1 1, 0 CL UJ U. 1 r, wi UL U) w z Z i y- Z z Lu w b co U- w (L 0 CL D cn � > U Nly 0311 06 1: o 0 i U) z 0 N U) �- w z DATE 9/12/2013 °- PA JOB N0. 12-2642M Z SHEET 0 ryJ i N Q0 OF 3 SHEETS N.T.S. F.