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Home My WebLink About1.1-6678 Record Drawingi I i i W u. LL W� Z �W ° mJ Z�WoW¢ C.) � �m�O�j�WZ..a w'v�zXw�o �asxw�0jmcn►= �,^f r, to LL'F"F -�ZJ� U �// O 2 W WQ' VoQ�C�� O ll%w S `�j Jfn Z.� Z [A LO W W O Wa W � W � � � y„ f0 co :c X: 0� LL_ Z� W� to O 0 0 D~ Q > •D N �a00�zVg0 WC� Qp� =F-�!� Wz U � Uc�O � ~ULZp W Vi �To -00 E Qzltuj r :i 0 0 08 z" °ZO C � z�az� �ZOa0�O� --300- cu j W W >- pU�ZAd Z CLI N OWQW��YWF - CMO � W ..'CO m F p (_9 w Q p p m LjL W � o oo�z¢�WOZOQ W �N D ZD�CA W 0Z> � ,Zn � M Q � 0 � 2 V'' 25 O � � V r t0 ZpWW��OZQ CL W W p� OaZ j Z o� W�WaVW 0 40-- 0 ?�u"ZcnZaZZ� U w �n�QUwm�mO �=�Zaw D � w>- O�w w 2 W= Quo =c�oao � � Z� =U(� W Z<LKW ��O��oaoZ� W ¢�LL.Z >tn�Qcn Q � � ' W U —`S p. REVIEWED BY: °WOWZ�Zo >m wwUOwz mr� TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE '.�� =�� o � �°W°z? nuzm aj 0 z LLJ < �- - -j ao omcnwo�N�� REVIEWED BY: - �oQ��`�Z�� Q U. LLJ Z a V) N < D w — m ZO>. BY* F ��,� ��. �� °� � cm.5 0' �=�c � � a:,. �- C3��' Z � ~ � d a � clli �w o— UNDERGROUND SERVICE ALERT � w o � F„ zQ � m � � �, z ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE OF SOUTHERN CALIFORNIA w a Lij � 0 v W m jo a o o Q � � 0 W = wzz�!mw m �- CL — BEFORE yDU �aF w � �~ P�� a/ o � � td�a w 3t W OW Z n � V � � APPROVED BY. � � WLom>�o0 � ' LL (nO�JJ 0�Wm LL � D Q [ � u 4lQW(nWW(� s 0 V) — PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE W Z � RAUL M. ROJAS R.C.E. 39880 9 °F9��o c� P`` � (n � � m Z o o � � a ��`� � B/FiC U SER OND �ZU�WJ M >U O J W 3; DIAL TOLL FREE 1-800- 227 -2600 � Z <-<<C) �-- � - < w m y a "�y CA: • AT LEAST TWO DAYS BEFORE YOU DIG W � Z V � � � � Za Q BENCHMARK USED. z Qo��ZOO TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION C� a W >- "00000 0 OF OLD RIVER ROAD AND HOWELL DRIVE PER CITY OF BAKERSFIED. z ci) o 0. 0 Q � o w cwn W>-ow =�c�o ^w + W �MU oP-000m — PAi�MMk ---- -- -LAVE — r ELEVATION = 366.605 (USGS DATUM) – – – – _ _ _ _ ♦„ BENCHMARK SET: — � — — ° 2969 -- — — — z TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE ' 4� 42 43 �. 45 Q � !l -' AND NORTH TRACT BOUNDARY OF TRACT 6359 -2. 46 � 6296 ELEVATION = 344.54 � 48 E— 40 39 38 37 z BEARINGS. MATERIAL LIST SHEET No. INDEX C1>49 00 BASIS 0 F ESTIMATED QUANTITIES FOR PLAN r� W THE BEARING OF NORTH 00 °33'50" EAST FOR THE WEST LINE OF SECTION CHECK AND INSPECTION FEE CALCULATIONS. pO TITLE SHEET 33 34 35 36 50 NOT TO BE USED FOR BIDDING PURPOSES. � (3)1 2967 29, T. 30 S., R. 27 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF OLD DETAILS – GENERAL NOTES EQ 62966 �; -AGUMEEK 51 W C RIVER ROAD) PER THE KERN COUNTY SURVEYOR'S SURVEY INVESTIGATION ARTERIAL STREET (PANAMA LANE) 470 LF Cl> PANAMA LANE r� L.�- 53 54 > � � 3: AND PERPETUATION MAP N0. 7 -1, BK. 6 PG. 26 WAS USED AS THE LOCAL STREETS A.B. 269920 ,50 LF O CLEARWATER CREEK .WAY �I 32 3, 30 29 52 '2964 55 O U BASIS OF BEARINGS SHOWN UPON THIS MAP. 0.20' n.c. /o.40' A.B. 124,275 SF p 14 HORSETAIL CREEK COURT � � 28 56 6" CURB AND GUTTER 6,820 LF I LEGAL DESCRIPTION. s" THICK DRIVE APPROACH 79590 SF CARRIAGE CREEK COURT �� 2962 62965 .. 57 ry 4" THICK SIDEWALK 259593 SF Os CATTAIL CREEK WAY -� ,� 27 5$ PORTIONS OF SOTS 1, 8 AND 9 IN SECTION 29, T. 30 S., R. 27 E., M,D.BM. SURVEY MONUMENT ENCASEMENT 18 EA 16 26 MET OO HIDDEN CREEK WAY RO STREET NAME SIGNS 2 EA l � 25 59 IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, STREET NAME SIGNS » EA PINE FLAT DRIVE � � � " 24 \ ACCORDING TO THAT CERTAIN MAP OF SAID SECTION ENTITLED "SALES MAP TRAFFIC CONTROL SIGNS s Ea p CALIENTE CREEK COURT 13 ,$ ~ WHEEL CHAIR RAMPS 12 EA � 23 W OF LANDS OF KERN COUNTY LAND COMPANY" FILED IN THE OFFICE OF THE STREET LIGHTS (5800 LUMEN) 11 EA VALLEY FALLS LANE 12 19 2963 W COUNTY ON JUNE 16, 1897, STREET LIGHTS (9500 LUMEN) 1 EA I s2ssi 20 22 CROSS GUTTERS {12' WIDE) 3 EA � � CB#1 SAWCUT 765 LF � 10 �' 21 � C8#2 STRIPING 1196 LF 9 so MEDIAN CURB 193 LF ss ss 8 61 AC DIKE 215 LF 62958 PANAMA LANE TRAFFIC SIGNAL INTERCONNECT 470 LF � � s2sso s� � � 62 CB#3 6 e PROJECT SITE LEGEND .LEGEND 7r -7 —�\ — —� — 5 4 64 CL- CENTERLINE SHEET INDEX NUMBER 3 � 6 DWY- DRIVEWAY DIRECTION OF DRAINAGE � \ � L �. I 2 \ _J D p � �� °-� / / 62959 C13#4 FL- FLOWLINE I � " Q a BCR- BEGIN CURB RETURN O CONCRETE MONUMENT �, � \�� 4-1 °� °� ECR- END CURB RETURN � I i — — I r _T �— 'i-""- � � � 7 ° w TRACT N PI- POINT OF INTERSECTION -p- 9500 LUMEN STREET FIGHT � � / � 6359 w EC- END CURVE � 5800 LUMEN STREET LIGHT � � i i liRA�CT 16359+21 � � `� � � a 00 w w BC- BEGIN CURVE — --� I � / / � ,� 65 � Q BERKSHIRE o GCB #12 CATCH BASIN w /NUMBER � � i � � � -j FUTURE PIVC- POINT OF INTERSECTION VERTICAL CURVE J ROAD PARK SITE � -N- POVC- POINT ON VERTICAL CURVE � o a BVC- BEGIN VERTICAL CURVE PROPOSED STREET NAME SIGN EVC- END VERTICAL CURVE L0 Z PRC- POINT OF REVERSE CURVATURE I � � � .s � � � �= ; � �. � � o � � =� –� ! =� � °� FUTURE PCC- POINT OF COMPOUND CURVATURE / a° � � "' � � �' i � POC- POINT ON CURVE / � I I � � � � I � PARK � 3:: w GB- GRADE BREAK �/ / I I � � � HP- HIGH POINT � � i r � � � DATE 11/08/2013 L , McCUTCHEN ROAD PA JOB Vo. 12 -2656 ,_ 4- _ � SHEET VICINITY MAP - "- KEY MAP a NO SCALE SCALE: 1' =200' LO ETS OF 8 SHE GENERAL NQTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4472, 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. f1 • 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 WELL 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 1 • 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 PAPER, 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 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 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 Ei ROCK SUMP, SEE INPUT PANEL U w U_ a w Q w 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. a z �,Q�Q w w �' w Z w UUcoww`�s= (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED MODEM HARNESS INTERCONNECT CABLE co F- � z 0 Z AUDIO IN I CHI TE T61- 3 dill TE B AUDIO IN bfACK 781 -4 BLACK C -wz2w � CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION emu- ,- iaz- �v�cjjU w w = :� ip 0 2 S m MUL 77-DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA LION BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICA 77ON MASTER PLAN, PULL BOXES _ � to d w=Ow ® ST -1 CURB AND GUTTER (TYPE "A", "B" AND "C" ) ST -17 WIDE CROSS- GUTTER =wrnU�w z , �' © o U o �S ST -2 COMMERCIAL DRIVEWAY [� ST -18 MEDIAN CURBS (TYPE "M" iiM -1 ii ii ii AND M -2) Q D Z U O w Q a -t=<- -�wz Q O � _ z ST -3 SIDEWALK ST PRIVATE STREET 2 2� w 3� 2 3% z w �� " ¢ °° � -20 GATES � � w w w o ❑ a3: we o °00- WwZw� C_� ST -4 RESIDENCE DRIVEWAY ST -21 REFUSE CONTAINER PAD W w �- � o z CO 0 ❑ ST -5 HOUSE NUMBER FOR CURBS ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS w Z z W 0 ° m ofl¢00¢ p>'Za13z> ❑ ST -6 PAVEMENT PATCHES rl D -10 SIDEWALK UNDERDRAIN < �' _ W _ o ° ❑ ST -7 CROSS - GUTTERS El D -11 DRAINAGE BASIN C_8a -0 a o o w w Ew- > � � w a�.Za�ww�rn Q z w Fl ST -8 26 INCH PART CIRCLE CULVERT � D -14 CATCH- BASIN, TYPE "A" UL Z z W � < z U ST -9 STREET SPECIFICATIONS El D-1 5 CATCH- BASIN, TYPE "A -1" w ow �' _ z < w w w -0 cot) ® ST-1 0 STREET SECTIONS D -16 GUTTER DEPRESSIONS ZJ�W �1- = < co > aj- J 0 cacnUw, -rn QOo zo��nw= �w El ST -1 OA STREET SECTIONS El SW -4 MANHOLE TYPE "A" WITH DROP CONNECTION i Q ° : J ° � �c Z w��►�w =wflm On ST -11 STREET CROSS SECTIONS ❑ SW- 5 FRAMES & COVER FOR MANHOLES & CLEAN OU TS wo -j2m �- �. 0 im W°z�C ❑ ST ALLEY CROSS SECTION T SIGN, Cn 0zd§00 `��_j!- wU t 0 w -12 -1 STREET POST TYPE _ _ 0 o W >- C9 ST -13 SURVEY MONUMENT El T -5 MAJOR COLLECTOR AT INTERSECTION WITH MAJOR ARTERIAL ST -14 "STREET LIGHT, MAST ARM TYPE Fl T -12 MINIMUM ACCESS DESIGN ® ST -15 CUL -DE -SACS T -24 SUBDIVISION TURNAROUNDS FOR STREETS TO BE EXTENDED rvi Lnj 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 T4 OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN 0 RSP A88A DESCRIPTION CURB RAMP DETAILS 12'(3oOmn EXTENSJOA 1%w . • .. f.n' v ♦' TB -1 TB -2 T8-3 (Comm !n) TB -4 (Comm In) 18 -5 (Comm Out) TB -6 (Comm Out) NUIERSE'CIlOV LUCAIKW A TB -1 rl TOP VIEW INTERCONNECT DETAIL NTS ?5mm) 2 "(50mm) CONDUIT 2'(50mm) CONDUIT 3 "(75mm) KNOCKOUT J" u-�.,UA7A j= A v C2P MOD& IN7Ii?C0NNECT17D?MINAL BLOCK 7R-1 Ei ROCK SUMP, SEE INPUT PANEL SID PLAN ES -8 SECTION A -A WRE COLOR ASS10MENTS �+ PIN FUNCTION WRE COLOR TB -1 WRE COLOR SIMILAR) MODEM HARNESS INTERCONNECT CABLE A AUDIO IN I CHI TE T61- 3 dill TE B AUDIO IN bfACK 781 -4 BLACK C AUDIO OUT RLD 781 -5 BLACK E AUDIO OUT QREEN 781 -6 GRELW TB -1 TB -2 T8-3 (Comm !n) TB -4 (Comm In) 18 -5 (Comm Out) TB -6 (Comm Out) NUIERSE'CIlOV LUCAIKW A TB -1 rl TOP VIEW INTERCONNECT DETAIL NTS ?5mm) 2 "(50mm) CONDUIT 2'(50mm) CONDUIT 3 "(75mm) KNOCKOUT J" u-�.,UA7A j= A v CLEAN CRUSHED - Ei ROCK SUMP, SEE SID PLAN ES -8 SECTION A -A FOR ADDITIONAL �+ DETAILS N0.5 PULLBOX NTH EXTENSION (NO.6 PULLBOX NTH EXTENSION SIMILAR) MUL 77 -DUCT N TS TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSTREEIS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR STREETS MA Y BE ALLOWED WHERE ACCEPTABLE AL TERNA TE MEANS OF COMMUNICA PON IS PROVIDED FOR IN THE CITY 7PAFFIC COMMUNICA 77ON MASTER PLAN. MUL 77-DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA LION BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC COMMUNICA 77ON MASTER PLAN, PULL BOXES ARE TO BE NO. 6. ALL OITIER ROUTES TB -1 TB -2 TB -3 (Comm !n) TB-4 (Comm In) 7B -5 (Comm Out) TB -6 (Comm Out) INTERSE00W cOCAnav B LIDS SHALL READ '07RAFFIC SIGNAL 'p r�r SECTION B -B KNOCK(XJT FOR 4'(100mm) MUL TIDUCT OR MUL 11- CONDUIT SNSTEM (NOT REQUIRED FOR N0.5 PULLBOX) 3'(75mm) MIN. rnunriirc cNei i ac + . • CAPPED IN PULL BOXES , a •a i , •s ' SWEEP TO PULLBOX NO 7F.- TO BE USED ONLY WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUTTER LIP, LINE. IN ALL OTHER CASES, CONDUIT IS TO BE LOCA TED UNDER SIDEWALK AREA. INSTALL 2 50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK NTH STANDARD PULL BOX S AT 400"(120m) MAXIMUM INTERVAL. PULL BOXES TRAFFIC SIGNAL SHALL BE NO. 5 WITH EX7ENSIONS AND KNOCKOUTS CONDUIT INTERCONNECT- SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO 7HE EXIS171VG SURFACE (�VORIZI NT AL). THE TOTAL ANGULAR BEND WIRING AND PULL B O X E S OF CONDUIT BETWE N PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES A PULL ROPE CONFORMING TO SECTION CrTy OF BAKERSMELD 86 -2.05C INSTALLA 770N ` OF THE STANDARD SPECIFICA 77ON CALFORNA SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLA 77ON OF FUTURE CONDUCTORS CITY ENGNEER PUBLIC WORKS DEPARTMENT 0 /E �ARS R =4 MIN. (1.2m) T-34.DWG DAIS 09/99 DRAWN R. Starbuck CHECKED Bruce Deeter SCALE None T -34 /19 0--/!5 7��* DATE 0 E to 0 z Z mto Lo E 17 ,... > 0 co U) �(D t Z CU _- m 04 (1) CY) LU o 06 Z CY) co , .�._ � 0 ( Z lc:) cn W w 0 i i i w w 0- 0 m w w W 0 W > 5 � LU w Q M a a 01 \IkEER .06p bi 11,11111,liiilllllll111111110"�� Go Qr v y � Z Q J F-- Z W 2 W 0 0 am W W C� • 3 W � Z i C/) 3 w -0 � � DATE 11x'08/201 PA JOB No. 12 -2656 c 0 SHEET E 0 Q E i LO u� OF 8 SHEETS CONSTRUCTION ' N OTES TABLE "A" 1 STATION TANGENT OFFSET 16 +78.32 Q CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. Efl CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. -C> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. FilCONSTRUCT T COMBINATION TYP SIDEWALK PER C.O.B. STD. DWG. ST -3. 5 5 WIDE COMB ! E 17 +08.32 SPECIAL PROVISION SECTION 86 -6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 17 +38.32 MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP 3 CONSTRUCT WIDE CROSS - GUTTER PER C.O.B. STD. DWG. ST -17. (CONTRACTOR SHALL COMPACT AREA SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 58.68' � UNDER CROSS -- GUTTERS AND A MINIMUM OF 1 EITHER SIDE TO 95% MAX, DENSITY, TO A DEPTH OF 1$) 17 +68.32 59.00' RT -- - INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. 4� CONSTRUCT TYPE A CATCH BASIN PER C.O.B. STD. DWG. NO. D -14. N -6.01 LIGHT EMITTING SPECIAL PROVISION SECT10 $6 DIODE (LED) LUMINARIES. F-5 CONSTRUCT 22' WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -4• MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP F6-1 PLAN WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD L 88 CASE "A ". A SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. ❑7 F T LOCATION F SAWC T AND/OR SAWCU T TO NEAT, CLEAN VERTICAL ACE.. THE EXAC LOCH O 0 U / 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. O SEWER MANHOLE Q SEWER CLEAN OU T F-8-1 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400 MAX SPACING O STORM DRAIN MANHOLE PER C.O.B. STD. T---34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH LOCATION WITH JOINT TRENCH DRAWINGS. C-cb EXISTING UTILITY POLE F-90 RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. RIGHT -OF -WAY SEWER INSTALL STREET NAME SIGN PER CITY STANDARDS. STORM DRAIN --�-- INSTALL TRAFFIC SIGN PER CITY STANDARDS. - -rZz - - - EXISTING EDGE OF PAVEMENT -- -R1-°1 INSTALL Ri -1 STOP SIGN W/ STOP BAR. GAS EXISTING GAS MAIN ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. GATT EXISTING OVERHEAD AT &T CABLE ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. OHE --- EXISTING OVERHEAD ELEC CABLE FL FLOWLlNE STATIONING RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. LDSC ST ST PL RW QL TAPER TABLE "A" 1 STATION TANGENT OFFSET 16 +78.32 47.12 48.76' RT 16 +88.32 49.07' RT 16 +98.32 49.93' RT 17 +08.32 51.32' RT TANGENT 17 +38.32 56.44' RT 17 +48.32 57.83' RT 17 +58.32 58.68' RT 17 +68.32 59.00' RT CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 47.12 30.00 30.00 90'00'00" 9' VARIES 55' -66' 6' HIGH FL BLOCK 7 VARIES 48' -59' WALL w 10 MEDIAN w LS AREA w w 4.l 13± 13'*± - - *1.5%-3.5% ..'l 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK v GRADE LINE COMPACT UNDER CURB, < GUTTER AND SIDEWALK SEE PLAN VIEW FOR (TYP.) 6" MIN. TO 90% STRUCTURAL SECTION MAX. DENSITY. * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE 110' RIGHT-OF-WAY PARAMETERS � + o OHE O 16 +60.34 - OHE SEE DETAIL THIS SHEET-- _ - --�;; - -• --- ` ` _ + 19+68.32 7 r C1 Cl Q 0 1 -1 I6 Ds 1 20 20' ~aW 3:: W QW� WSW � N M DO O N TYP 45 D m N F � Z U W. Q W O O � 00 d O � M - Z N W N.T. OHE 22 7 E EXISTING MAILBOX PROTECT IN PLACE EXISTING PILASTERS, PROTECT IN PLACE (TYP) ).- EXISTING RESIDENTIAL Q DRIVEWAY D m v -N- CONSTRUCT MIN. 0.50' TYPE 'A' A.C. PAVING OVER "_ HORIZONTAL, 1 -50 MIN. 0.50 CRUSHED CLASS II AGGREGATE BASE OVER MIN. 1.509 NAT. GRD. " ' COMPACTED TO 95% MAX. DENSITY VERTICAL' 1 _ -2 11=9.5 R =54.0 47.12' 47.12' ON CURVE ON CURVE m� wrl LAJ U� to womo m Vqd'ULo O m IEL m to � � cq M tV M LID M t� < < 0I0 IIIIIIIIII` < m m + + ? N � O � OCJ 354......... • .w......••...... .. ....•... ...........354 0. Er15 -T1 VG SOUTH 0CE. e • to cq + cat ''? OF PX I/EMfNT ; PPJPIL + . rn I . . . . . . . . . . . . • • .c`L �`�' 4 �L• , . . . . . ...................................... ... ... ... .•. ........... 352 � . 0 0 , 25 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. . 0.5 • -r-0-25X av /zO�NE PRt?LE _ _ _ . Lo �. . R0#fINE PRa LE 0. Z490 . Z-XI STING GROUND PROFIZ f- A T PL OWL /iilE ` • 350. ... • .. ... .. .. ... ....... ...... ... 350 (48-'SOUTH CAP CZ- NTE,RL /NF) 16+00 17+ 00' 18+00 19+00 20+00 21+00 22+00 SOUTH FLOWLINE PROFILE CL w X 12 -H wx (DO -H I-I 4b 00 Z r., + • w� NF= %.04 .0 ROADSIDE SIGN & PAVEMENT DELINEATI N NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & 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 BE 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- 02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED B Y THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED 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 WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. J W m a- D� o� z w V)z W wv 00 <� m �- fROV040 (RIO 385' TRANSITION EXISTING DOUBLE YELLOW CENTER STRIPE TO REMAIN z 0 m GAS U cif F- Lu u- u- P AVEM EN T DELINEATION LEGEND ©E 2 0 woo w w �- O (� INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. Lu � W w �n w w �c (X> A20A, A20B, AND A20D. NUMBER IN INDICATES DETAIL N0. o n �. � �. ON STANDARD PLAN. w= zLZWZ26 m - wCn=wz� >� ¢ U) c) ''oc�-- c�o,�cac„� z c L0 INSTALL 12" WHITE LIMIT LINE AS SHOWN. z w z "' `n J _ m 1� �wm z Lu NY PAINT MEDIAN NOSE YELLOW. z ' o - a � c � w o ® - U t� - N 9¢�'�zzt�".ow� �. �` O w c+� cn INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. a z a- i- ¢ - cr. '- '` �- o -0 co 0a ¢moo m -3 om INSTALL BIKE LANE" LEGEND AND ARROW AS SHOWN. � W w � � " z Q ° � zzIOL a. z�0 � 0 S2 O uo o R o CL tii STOP INSTALL WHITE "STOP" LEGEND AS SHOWN W z >• w w v Za T mw w U) MN __¢° w- zzu- v c� INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. a ° z W a O o m' o 0 0 R:: wu-_ - � U) CN NOTE: PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL z ° °'_ ° t� � � � ¢o a. � � VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. Z o w UJ co w o z Q o SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE �. �. z �. w > 0 < wo�zzu- SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. o w z �_ z � o o Q O 0 ULIZ- 'S F- -z2ZU w <w �aoLaLL 0, mw:n¢ t w0d O 0 �LLJ 3:Z UZG1� zz -Jpj�� -��z� ranQF=- �wwa�OF- 0_ wt�jc_=rsz om ?� ¢z0 =>0�Oc) < w � °�� o 8t-) ;5 W. 2 2 R 2 V SI GN LEGEN D SIGN CODES w < 2 1 EXISTING SIGN TO REMAIN. SNS -METRO N METRO STREET NAME SIGN INSTALL NEW 1 POST SIGN. R1 -1 N STOP SIGN R7 -9 N NO PARKING BIKE LANE INSTALL NEW 2 POST SIGN. L -1 N TYPE L -1 OBJECT MARKER INSTALL NEW SIGN ON EXISTING N(YEL) N TYPE N (YELLOW) MARKER STREET LIGHT STANDARD. R26 CA N NO PARKING ANYTIME R26( CA) ¢ RELOCATE EXISTING SIGN. R4 -7 N DIVIDED ROAD ° R6 -1(R) ONE WAY (RIGHT) REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). NOTE: SIGN CODES ARE FEDERAL CODES ui � UNLESS OTHERWISE INDICATED BY (CA). (CA) -�- SIGN LOCATION INDICATES CALIFORNIA CODES, O W .. 385' TRANSITION w w s EXISTING DOUBLE 0 c > SNS-- -METRO R6 -1 (R) YELLOW CENTER -i w u- W TYPE N (YEL STRIPE TO REMAIN � EE w 0 � w CL 0 a 11 R4-7 0 cn - -- -- - - -- TYPE N -YEL -- - zw 1�EER TIT w C) 39 LL 25 • Lo Co < R26 CA) '� #Lo -- -� 'y 7 39 ° a, w 2 L -1 STRI ING & SIGNAG LAN MEDIAN PLAN CONSTRUCTION NOTES Q INSTALL TYPE M MEDIAN CURB PER C.O.B. STD. DWG. ST -18 (ALONG SOUTH SIDE ONLY) a INSTALL 6" AC DIKE (ALONG NORTH SIDE AND NOSE -BOTH ENDS) Ac PAINT NOSE(S) YELLOW (BOTH ENDS) -N- HORIZONTAL: 1 =50 ' 33448 EXPs CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C2 11.00 1 3.50 -- isoroo'oo° m m Q Q t 00 r%I t • • q � 1 t 1 0 E co CU (o ur) z % U ol w -N- DATE 11f08f2013 L to PA JOB No. 12.2656 HORIZONTAL: 1"-609 W SHEET E E s y OF 8 SHEETS m m Q Q t 00 r%I t • • q � 1 t 1 0 E co CU (o ur) z % U ol w -N- DATE 11f08f2013 L to PA JOB No. 12.2656 HORIZONTAL: 1"-609 W SHEET E E s y OF 8 SHEETS 0 E co CU (o ur) z % U ol w -N- DATE 11f08f2013 L to PA JOB No. 12.2656 HORIZONTAL: 1"-609 W SHEET E E s y OF 8 SHEETS CONSTRUCTION NOTES M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 4.5' WIDE. COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST-3. M CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. ST-17. (CONTRACTOR SHALL COMPACT AREA C2 UNDER CROSS-GUTTERS AND A MINIMUM OF 11 EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1 M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. 5Q CONSTRUCT 22** WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST-4. ❑6 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE '$A$$. CREE XSP SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR 96*20'31" TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. Q CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400$ MAX SPACING C6 PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH 121.07 LOCATION WITH JOINT TRENCH DRAWINGS. F-fl RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. INSTALL STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. - w-R1- -1 INSTALL Rl-1 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. FL FLOWLINE STATIONING FF�so sFF �ti FF� :0A r _j LL O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. _c> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. DELTA SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 30.00 MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP C2 SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 20.00 20.00 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. 57.56 SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 06*2031" MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP 20.00 SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 96*20'31" 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 20.00 e SEWER MANHOLE C6 0 SEWER CLEAN OUT 121.07 26*12`49" STORM DRAIN MANHOLE 54.98 35.00 EXISTING UTILITY POLE 90*00000" C8 RIGHT-OF-WAY 6.94 SEWER C9 197.70 STORM DRAIN 202.06 -Z/Z- EXISTING EDGE OF PAVEMENT 32.25 GAS EXISTING GAS MAIN 92*23034" OATT EXISTING OVERHEAD AT&T CABLE 20.00 OH EXISTING OVERHEAD ELEC CABLE C12 RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. R/W 30' C/L 30' R/W '' I --"� '�`� �- Pp 6 TYPE 111311 CURB & GUTTER W/ 4.5 WIDE SIDEWALK GRADE LINE SEE PLAN VIEW FOR COMPACT UNDER CURB, SEE C.O.B. STD. DWG. STRUCTURAL SECTION GUTTER AND SIDEWALK ST-11 FOR SLOPE (TYP.) 6" MIN. TO 90% PARAMETERS 60* RIGHT-OF-WAY MAX. DENSITY. tl�1 TYPICAL LOCAL STREET SECTION N.T.S. 11 c Ln r%. 5 CONSTRUCT MIN. 0.201 TYPE "B" A.C. PAVING OVER MIN. 0.40' CRUSHED CLASS 11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA cl 47.12 30.00 30.00 90*00100"] C2 31.42 20.00 20.00 90*00*00" C3 57.56 520.00 28.81 1 06*2031" C4 33.63 20.00 22.35 96*20'31" C5 26.34 20.00 15.47 75.27' 04" C6 237.91 520.00 121.07 26*12`49" C7 54.98 35.00 35.00 90*00000" C8 13.70 6.94 22*25"35" C9 197.70 .35.00 84.00 202.06 134'51'11 " clo 32.25 20.00 20.85 92*23034" C11 33.07 20.00 21.73 94*44119" C12 281.75 480.00 145.06 33*37"52" C13 355.72 500.00 185.76 40*45'45"1 X� F- LLI QZ= QJ� 13. LLJ 0 I -.z sRiammm- I HORIZONTAL.- 1 "=50' VERTICAL: 1"-21 lrl� 71wal, W LL LL LL j 0 Lu 0 a) LLI o uj F_ M a z C C Z Lu LLJ Lc"j) Z' z w < uj 0 �: 0 00 54.98 ON CURVE �_ Z ;2� 26.34! 33.63" ON CURVEi I ON CURVE I LLJ 0 z w > U) W LL z w ui Z,-! F_ 0 (0 0 < cy) z Cm') Lo mui z ui < _r Lu LL C) LLI 0 uj cwn w to R LL _0L �Q� =zzU0 > - N cl? CL UJ m (-),I- clf Z Cl w 3: L Lu u 3:0 >-uj <z ce 0 M :Z< 0 .2? x LU C/) uj " y- m z 0 6 9 0 00- CUL) z 0 3: w- 08 LL C10 0 0 MW -1114e) cf) g (a m >w m ww wo W�_ N ow mw 0 w (1) cy) mw Uj LL a 0 3: 3;: 0 cZ/) Lu U) C-4 z a �: z ww L4 9 z >< cy) uj zo�owc _)t0=00 LL, C'4 cl) z a 00 aul =OwVQ< z 0 (0 W wozu LCL Z 0 - U0 - ui 8 L z (-) za (zn 0 c%j 0 0 w F7 <z (LLJ < 0 LLL c w [L- ;�: U ZI) �)- z E 2 � - L 6 Ljj a Lu Q L.Li Q 0 m 0 u 0.65 13L ) �z �<_ 0 () - U) Lu D z z 0 0 w w w wx CL - z -i c� w 8 t CL . . . ... . . . • . . ... . . ... . . ... . . ... . . ... . . 0 CO uj a: D z . . ... . . ... . . ... . . .. z 0 m: 0 cf) w �wW r 0 czr) LL. w cr_ w 2- . .. . . ... . ce- 0 ww w wx _wj w u- D z > OF- 0 0 CO LLJ < LL' w w 0 Lu Z cn >- cn xx c_n WE 0 w z 350 : ... ....................... ......... .............. ......... o w F z m 0 4.510 (:)j 4.5 no TYP. TYP. [A N ----- -- [--*--7' TYP. TYPICAL DRIVEWAY DIMENSIONS ,fy; 11 "t r � � r DRAWING .1 'ri. PORTER, RCE 33448 EXPe WEST FLOWLINE PROFILE 32.25" 33.07' 1 47.12" ON CURVE1 ON CURVE I [_ ON CURVE 0m 0 C4 0 V�w m T""* Ito w0 Jim 0 0 LO w0 w m 0 a: C4 w 1*#**- 0 0 0 * 0 n 0 co P)o co v__w 0. 00 CL P.% w M 00 w 06 im 41 00w 06 00) 0 m (:i w CO(O CA 4p V) 1-: 0 0 rt) 0 r*.% oc)v) 0 t6 ore) cou-) W) EXISTING TINC GROUND P11?0FIZ E AT CEN TERZ CO W) (0 0; +06 +0 co 0 to 00 cd to co 06 + 00 0 in 00 + 00 00 + + + + + OD 0 04 + .j �• V� 0) • • . . . ... . . .• . . . . ... • • ... • . ... . . ... . . ... • • ... . • ... . . • . . • ... • • ... . . .. %.J- - __ • - - • • .-- • ... - x LA. U. LL. NYQV fZOWNE APOcZE 350: ........ ................ ........................,...... .... ......... . • . • ......... .................................................... ...... ........ :350 + 0. 3 27o' • . • ... • . ... . . . . . . . . . • . . • . . • . ... . . . . • . • • . . • • • . . . • . . • • . • . . . . . • . • • • • . • . . . • • • . . • • . . . . . . . . . . • . • . . • . • • . . . . . . . • . . . . • . . • . . . +0.3 NNW R0MUNf'PfiWZE 6..& 4� 4� • • w0ow- w-� - +0.00• 1- 348,60 • 348: •. . ... . . . . . . ... . . . . . . ... . . . .. • ... • • ... . • ... • . • . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .. • ................................... 348 +0. 61 %348.11 .. .+0,26% . 0 +0.25% o +0.257*' CROSS- GUTTER ... . . ... . 0 ... • • ... . . ... • • ... • • ... • • *** ' • '** * • *** • • '' * ' ' *** * * *** • • **" • • **' 0 • ' • • . • ... • • ... . • .. • • ... • . ... . . ... . . ... . • • ... . • ... . • ... • • ... • ... . . ... . . ... . . ... . . ... . • ... . • ... • . ... • • ... . . ... . • ... . • . 9+00 10+00 11+00 12+ 00 13+ 00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 EAST FLOWLINE PROFILE DAiE Lmj&ll 00 i 00 Q C\i w w 0 Z z w w 2 w cn w > w U- 0� 0 < w CL 0 a- R 44c bi Go dOo" cn > 0 "ftm w 54.98 ON CURVE 26.34! 33.63" ON CURVEi I ON CURVE I 31.42* 31.42 ON CURVE ON CURVE 47.12$ ON CURVE Vco U M K) r*,.. it Ir 00 00 0 00 V) r**. 0 M V w ul 04 0 cr) 0 c� 0 N 0 to m tll%% W si' 00 0 * co K) K)m cd w m 0; 0) w • M v. * 0) qD U-) to m 0i w0imo w 0 LO u") co co V) im w ci LO LO 0 0 # 0 LO * qt 0) f U-) to 0 cr) EXSTINC GROUND PROFILE AT CENTERZ11VE. 0 + C4 + + 10 m co co K) 0 co to n co 0 0 ul 0 + co co T� v- + 0 c4l 0 + 0 cy to (0 + + 00 00 + 0) . . . ... . . . • . . ... . . ... . . ... . . ... . . ... . . a . . ... . . ... . . ... . . .. LL. . . ... . . ... . . ... . . .. . . ... . LL. LL. 350 : ... ....................... ......... .............. ......... ................. "M ROMUNE P*wu ......... ...... +,o,20% . -.+0.06% ............. :350 ;rb7,500W% • 6. . ............... I ...... 350,21 ' • • • • ' • • • • • • r • ' • • • • ' • • • • ' • • • • • • • • • ' • • • • ' • • • s ' ' ' ............................................................ AF.96W 90Mt1NE•PP&ZF ' ' ' .....6 a 0 0 ' . - V.%Ft %w . . .. ...... • . • • . * 01� - `' �. . ,. ............ . ........................... Ir • • • - • 0 . . - - - . . . . . . +0 5 I • lv/*., 349.33. . . 348: ................. . . . . . +0,20% . 348.87 *'. . . . . * CROSS-GUTER. -348 . -0:20%'.' . .......... . :• . . :. . ....... ............. ...... ......... ...... -0 Owns-* 400mm-0 0000 4b--- 00000+031% CROSS-GUTTER- . . . ... • • ... • . ... • • ... . . ... • 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 20+00 WEST FLOWLINE PROFILE 32.25" 33.07' 1 47.12" ON CURVE1 ON CURVE I [_ ON CURVE 0m 0 C4 0 V�w m T""* Ito w0 Jim 0 0 LO w0 w m 0 a: C4 w 1*#**- 0 0 0 * 0 n 0 co P)o co v__w 0. 00 CL P.% w M 00 w 06 im 41 00w 06 00) 0 m (:i w CO(O CA 4p V) 1-: 0 0 rt) 0 r*.% oc)v) 0 t6 ore) cou-) W) EXISTING TINC GROUND P11?0FIZ E AT CEN TERZ CO W) (0 0; +06 +0 co 0 to 00 cd to co 06 + 00 0 in 00 + 00 00 + + + + + OD 0 04 + .j �• V� 0) • • . . . ... . . .• . . . . ... • • ... • . ... . . ... . . ... • • ... . • ... . . • . . • ... • • ... . . .. %.J- - __ • - - • • .-- • ... - x LA. U. LL. NYQV fZOWNE APOcZE 350: ........ ................ ........................,...... .... ......... . • . • ......... .................................................... ...... ........ :350 + 0. 3 27o' • . • ... • . ... . . . . . . . . . • . . • . . • . ... . . . . • . • • . . • • • . . . • . . • • . • . . . . . • . • • • • . • . . . • • • . . • • . . . . . . . . . . • . • . . • . • • . . . . . . . • . . . . • . . • . . . +0.3 NNW R0MUNf'PfiWZE 6..& 4� 4� • • w0ow- w-� - +0.00• 1- 348,60 • 348: •. . ... . . . . . . ... . . . . . . ... . . . .. • ... • • ... . • ... • . • . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .. • ................................... 348 +0. 61 %348.11 .. .+0,26% . 0 +0.25% o +0.257*' CROSS- GUTTER ... . . ... . 0 ... • • ... . . ... • • ... • • ... • • *** ' • '** * • *** • • '' * ' ' *** * * *** • • **" • • **' 0 • ' • • . • ... • • ... . • .. • • ... • . ... . . ... . . ... . • • ... . • ... . • ... • • ... • ... . . ... . . ... . . ... . . ... . • ... . • ... • . ... • • ... . . ... . • ... . • . 9+00 10+00 11+00 12+ 00 13+ 00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 EAST FLOWLINE PROFILE DAiE Lmj&ll 00 i 00 Q C\i w w 0 Z z w w 2 w cn w > w U- 0� 0 < w CL 0 a- R 44c bi Go dOo" cn > 0 "ftm w 4-1 4-1 0 E co 0 V) (D (0 Lr) z (0 0 > LLJ cn DATE 11/08/2013 PA JOB No. 12-2656 vi SHEET E 0 E (0 OF 8 SHEETS 00 P%mmmmw Canso > 0 a FORMS f AM LffF 4-1 4-1 0 E co 0 V) (D (0 Lr) z (0 0 > LLJ cn DATE 11/08/2013 PA JOB No. 12-2656 vi SHEET E 0 E (0 OF 8 SHEETS CONSTRUCTION NOTES M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG, ST-3. []3 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 19 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. F-5-1 CONSTRUCT 22' WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST-4. Fil CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A's. SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 4001 MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH LOCATION WITH JOINT TRENCH DRAWINGS. RELOCATE ALL POWER POLES COORDINATE WITH UTILITY OWNER. INSTALL STREET NAME SIGN PER CITY STANDARDS. __v_ INSTALL TRAFFIC SIGN PER CITY STANDARDS. 1 INSTALL Rl-1 STOP SIGN W/ STOP BAR. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLI N E DATA UNLESS OTH ERWI SE NOTED. FL FLOWLINE STATIONING 0 0. z 0 N0) C4 cq C4 ++ 00) .ji.j LL. LL z :D 0 m F_ FL 9+27-29 41 w 00 0. 0 W -4- n OD Lf) 0) + 0) # N *0 qt + Lo + X Il 00 U. WOO 0) + 0 o C4 0. 42 Iw- (CID' 43 + O 10+ 00.0&.9 co all LA rtl 40 0 0 0. 39 co rn -N- + 1 04 + os X Il + t73 U + 0 v- 0 C4 WO C4 0. 0. 0) C4 33.63 w CD W w 0 Lo to mc) N cq c OR + v_ T- CN co 0 0 toto N ++ ++ C4 + Lo K) 00 * Lo U. EXISTING GROUND PROFIZ Lo Coo' 38 + 0 TYP + Lo + OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP ) SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. 0 SEWER MANHOLE OO SEWER CLEANOUT O STORM DRAIN MANHOLE EXISTING UTILITY POLE RIGHT-OF-WAY SEWER STORM DRAIN EXISTING EDGE OF PAVEMENT GAS EXISTING GAS MAIN GATT EXISTING OVERHEAD AT&T CABLE OHE EXISTING OVERHEAD ELEC CABLE RELOCATE ALL POWER POLES COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. w Ld Li 0 m w 144- 0 0 mt Li w cri >- w + F- LLJ W � 44 _1101601- N-1 1 11-20 20' 46 _ libi F-6-lTYP--, TI cl 4 [A to + -- -- � S 3 47 � ' cl 48 37 HORIZONTAL: 1"=50' VERTICAL: 1 " =2' HORSETAIL CREEK COURT CONSTRUCT MIN. 0.20" TYPE "B* A•C. PAVING OVER MIN. 0.40' CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1,00" NAT, GRD. COMPACTED TO 959 MAX, DENSITY Tl=4.5 R=54.0 0 0 0. 0. w 0 It rn -N- + 1 04 + 110- Z X Il HORIZONTAL: 1"=50' VERTICAL: 1 " =2' HORSETAIL CREEK COURT CONSTRUCT MIN. 0.20" TYPE "B* A•C. PAVING OVER MIN. 0.40' CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1,00" NAT, GRD. COMPACTED TO 959 MAX, DENSITY Tl=4.5 R=54.0 R/W C/L R/W I 261 1 26' 0 0. 11 11 Z cf) N C4 0 04 04 + + �C < 0 z D 0 m FL 9+27.29 33 I1 //� 32 oj� M'Aiw.L'' it g 0 0 0. 0. w 0 It TANGENT 31.42" ON CURVE • 11111111 00 L 04 + 110- Z X 0 10 0:: m 0 + 0 v- 0 C4 WO C4 0. 38.95 0) C4 33.63 w CD W m 0 Lo to 1 15.471 _J N (40) r**-* c OR 0) 10 v_ T- CN co 0 to wa: ow: Fj-: > 0 0 co o" UJ 0 z Z N ++ C4 + Lo K) C4 * Lo Lo n EXISTING GROUND PROFIZ co cr) 0 C0 LLJ Z F _j LL r 352. 0 of Lu Lu w cn _j 9 cc uu < a 'u l> cn + + A T CEN TERZ INE + wwoowz cn>-co I m D w 1 0 9 w z = F_ F 0 iL 0 0 w < m 352 . . . 0 0 A -& ENTERMLC .352 . . . ... . . ... . . ... . . T- 0 o .352 j u: � . . . . . 350 .... . .. ... mm . ...... MINIMUM%* . . . :350 otmso V. fz oxf fif 348 . ........................................................................ .348 9+00 10+00 11'+00 12+00 . •..... . . . . . NORTH FLOWLI N E PROFILE ........ . . . . . . . . . . . • 0 0 IDENTICAL POINT :350 31.429 ON CURVE &moo O9Z7% 20X • . - . . . . • • • • • CL 11 cn 0- 0 C4 w to 00 m w C14 W Lo ♦•. •♦. •..•.••...•..i••••.•...•.•.••.. 04 cr) i3L ci w to n cr) 1 0 1* 10+00 m to 0; w0 NORTH IN + m 00 h C4 0 0. EXISTING GROUND PROFILE 26.34' CURVE 11 IDENTICAL POINT wcO CL + + A T CENTERLINE .0 w '%9 000 a W PI * co 352 0 0 . . . 0 ... . . ... . . ... . . T- 0 t .352 04 +M 0 LO P*_ C4 j 0 VIIIIIIIIIIII` 352 350 • • • . . • • • . • • • . anon 0,4 • ♦ • • • • • • • • • • • • . • • • • . • • . • • • . • • •350 ............. 352 .....•...... 0,347o .... ..... . . . . ... . . ... . TIIIIIIIIIII` . . . • ... . . • . . "M R00flK . . . . . . . • • • .. • • • • • . • . • . . • 0. 54Y. • • • • . • . • • • • • 348 . ........................................................................ .348 9+00 10+00 11+00 12+00 SO UTH FLOWLINE PROFILE . • • • R/W C/L R/W I 261 1 26' 0 0. 11 11 Z cf) N C4 0 04 04 + + �C < 0 z D 0 m FL 9+27.29 33 I1 //� 32 oj� M'Aiw.L'' it g ad to + 0 35 0 VO 0. w 0 It TANGENT 0) tc) t 0 _u • 11111111 00 L 04 + + 0 0 0) V- 33.00 + 47*09*23" 1 34 ad to + 0 35 0 31 coo RADIUS TANGENT + to 31.42 0 0 90*00"00" V- + 33.00 14.40 47*09*23" C3 201.08 0. 38.95 274.18'46" C4 33.63 20.00 CD W C5 • mo) 1 15.471 _J N 6 + o w o w < �- p 5:4 w X�_ v_ T- CN co 0 Loin wa: ow: Fj-: > 0 0 co o" UJ 0 z Z N ++ 04 + 00 04 U. Z' ---,i c� 8 t x �_ jww 2'.,o 30 TYP I Ao J lVA ly 0 m 0) co + VIIIIIIIIIIIII' co 36 + T_ ■ u�o o co n 29 + m 0 VOI + W w qqd- F- WLd > < LLJ V) 6 20_-= ---20- s _4F II CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA cl 31.42 20.00 20.00 90*00"00" C2 27.16 33.00 14.40 47*09*23" C3 201.08 42.00 38.95 274.18'46" C4 33.63 20.00 22.35 96*2031" C5 26.34 _20400 1 15.471 _J 75'27'04" A Z 0 4.5' 4.5' TYP. TYP. N Vl 7' TYP. TYPICAL DRIVEWAY DIMENSIONS 51 CARRIAGE CREEK COURT CONSTRUCT MIN. 0,20' TYPE "B" A.C. PAVING OVER MIN. 0.401 CRUSHED CLASS If AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 959 MAX. DENSITY 11=4.5 R=54.0 -N- HORIZONTAL: 1 u--509 VER71CAL: 19=2' N.T.S. 0 Lu U_ UL Lj_ uu 0 � w-w In 0 z 2 Lu z w ww 33.625 ON CURVE Lu 20 Lu CD cn 7 I_ w Lu m E , - q,-- ao-:i 8 z z o w (L Z a- z COO-) L 0 w m a 0 m K) w > �-o CN ¢0-oOOW D Lu3j o ' = z L& M N co 0 0. M od co) U) 0 OCL can- - 0 W 05 o O:r a- zw co c Z n m �- w 'd' '�"' 0 co ui 0 C) Lu w z ww .-I oo;E,3: .2L' - 6 00 o w o w < �- p 5:4 w X�_ v_ T- CN co 2 m CZ o' 8.z < Zz ouj 0) wa: ow: Fj-: > 0 0 co o" UJ 0 z Z N z uu < UJ z w czn 04 + Lo M 04 to + Z' ---,i c� 8 t x �_ jww 2'.,o co cr) 0 C0 LLJ Z F _j LL r 352. 0 of Lu Lu w cn _j 9 cc uu < a 'u l> cn + 0 0 EXISTING GROUND PROFILE + wwoowz cn>-co I m D w 1 0 9 w z = F_ F 0 iL 0 0 w < m . . . ... . . ... . . ... . . A -& ENTERMLC .352 j � . . . . . 350• . •..... . . . . . ........ . . . . . . . . . . . • ..... ..... :350 &moo O9Z7% 20X • . - . . . . • • • • • em . • . • . ... • . • • • +0.15% 348•...•. ♦•. •♦. •..•.••...•..i••••.•...•.•.••.. ••.•.... ............. .348 9+00 10+00 11+00 12+00 NORTH FLOWLI N E PROFILE 0 0. 26.34' CURVE 11 IDENTICAL POINT wcO CL 0 w 0 0 M .0 w '%9 000 a W PI * co mco 04 0 0 K) co n 0) 10 O t 04 +M 0 LO P*_ C4 * to,* + 0 VIIIIIIIIIIII` 352 cri + 0 0 %"I EXISTING GROUND PROFIT N �!lp 352 "U4 . . . . . . . ... . . ... . TIIIIIIIIIII` . . . ... . . ... . . A T Cf-N TE.R-L INE • • • • . • . . • • • . • • • . • • . . • • . • • • ... • • . • • • • • • • • • • 350 .... ... .... ... • ................ ... :350 G. 437o o 0* . . . ... . . . . . . . . . . . 0-327o . . . . . . . . . . . . &*�SW fLoMfINf 0.72 348. ...................... •.348 9+00 10+00 11+00 12+00 SOUTH FLOWLI N E PROFILE -N- HORIZONTAL: 1 u--509 VER71CAL: 19=2' N.T.S. l� -L�`l3 0 E to Ir- coo 0 Ir- Uo (.0 Lo c" (.0 �E > 0 E 11-11, (.0 Lo Q0 iii C\! a. Lu LL F_ w w 0 z w 0 Z z w w 3: 2 w 0 U) > W F U- - W LU 1> w 0 CL 0 Q_ R & co z Lu U_ UL Lj_ uu 0 � w-w In 0 z 2 Lu z w ww z Lu 20 Lu CD cn 7 I_ w Lu m E , - q,-- ao-:i 8 z z o w 'e co Co I.L,,-- 'p- oz oz) --i co zl- z COO-) L 0 'zo cmn w 00 Lu 0 0 Cv- z F - o'w nou'- m z 0 0 3: > �-o CN ¢0-oOOW D Lu3j o ' = z L& M 0 a- �- �- m w z a z z >.- LUL il <wo _��3:00: 'loco 0 47- uj �e a 0 < 0 (1) ul w Lu Lu z 0 Z 9 0 zo wz ol od co) U) 0 OCL can- - 0 W 05 o O:r a- zw co c Z n w >_ > 0 z co w 0 w ow C6 0 co 9 oz < ow ?= 0 co ui 0 C) Lu w z ww .-I oo;E,3: .2L' - 06 z co z o g oww-i 2 2 * co - o w o w < �- p 5:4 w X�_ v_ T- CN co 2 m CZ o' 8.z < Zz ouj z CD Lu q wa: ow: Fj-: > 0 0 co o" UJ 0 z Z N z uu < UJ z w czn Lo U LUL z umj'-- U zLu) <r ui a. Lzu > cf) < w co 0 0 z a cn cn LWU :D 3: z < Lu uj tju 0 W >_ m wa- ;*; Z' ---,i c� 8 t x �_ jww 2'.,o < 00 T X D z 0 C0 LLJ Z F _j LL r 0 o co < 5;;� u- z ui W uj 2 X 0 of Lu Lu w cn _j 9 cc uu < a 'u l> cn aw o > a?mz(n n �U UJ -1— < cr. � § wwoowz cn>-co I m D w 1 0 9 w z = F_ F 0 iL 0 0 w < m l� -L�`l3 0 E to Ir- coo 0 Ir- Uo (.0 Lo c" (.0 �E > 0 E 11-11, (.0 Lo Q0 iii C\! a. Lu LL F_ w w 0 z w 0 Z z w w 3: 2 w 0 U) > W F U- - W LU 1> w 0 CL 0 Q_ R & co z 0 CIO > ce. DATE 11/08/2013 PA JOB No. 12-2656 SHEET OF 8 SHEETS CONSTRUCTION NOTES w 0 W 04 1p RADIUS co z O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. + INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. ® CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST-3. W SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. M CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. ST-17. (CONTRACTOR SHALL COMPACT AREA MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CREE XSP z UNDER CROSS-GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 11) 120' 1 .2 [4 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. j 00 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. M CONSTRUCT 0 6 L <z w <z g 'w'-- Z W ii: Oz czn czn SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 0 (0 0 22' WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST-4. c� MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP El CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". LGAS Ix GAS SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. cl w LLJ < 0 W M SAWCUT TO NEAT., CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. A T C EN TERZ INE 50' BUILDING SETBACK TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 SEWER MANHOLE x F-8-1 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING 1 50' BUILDING SEWER CLEANOUT 0) + + 0) PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH STORM DRAIN MANHOLE LOCATION WITH JOINT TRENCH DRAWINGS. C-0-3 EXISTING UTILITY POLE jam. • •... . . . . . . . . . . . . . . Ffl RELOCATE ALL POWER POLES COORDINATE WITH UTILITY OWNER. . . . . . . . . . . . . . RIGHT-OF-WAY . . . . . . . . . . . . . . . . . . . . . co n 00 2 0 3 F QD 0 0 0 0 0 4 6 5 SEWER (a to to 0 T 6 0 3: 7 INSTALL STREET NAME SIGN PER CITY STANDARDS. 0! V_ 8 9 STORM DRAIN 0 LO 12 cd 13 INSTALL TRAFFIC SIGN PER CITY STANDARDS. °� -LIL EXISTING EDGE OF PAVEMENT + __v_Rl -1 INSTALL Rl-1 STOP SIGN W/ STOP BAR, 0 ........ ...... w + + w + + GAS EXISTING GAS MAIN ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. OATT - EXISTING OVERHEAD AT&T CABLE ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. OHE EXISTING OVERHEAD ELEC CABLE FL FLOWLINE STATIONING RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE • • • • • ♦ • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • . • • • . • • • • • • • • • • • • PER CITY STANDARDS. • • . • • • . • • • • . • . • • . �Z � V m in • <0 0 CO f5 w CL + 0 co co 0 Z vo� 65 m INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO-GO-707 FLOWLINE TO FLOWLINE. GAS - GAS GAS NOTE-. STREET EASEMENT TO THE CITY OF w 0 W 04 1p RADIUS co z LL. >= g BOUNDARY. DOC. # Lj a + C2 Z UJI N 00 21 + W c� IV— n 18 17 + + + j�2 (f) z 0 00 ..6 1 z 00 V-1j. 120' 1 .2 20.00 0 fLe w j 00 w co co 0. 0 Lo 0- 0 6 L <z w <z g 'w'-- Z W ii: Oz czn czn Ii � 0 (0 0 Lo c� Z= + U V� LGAS Ix GAS GAS GAS NOTE-. STREET EASEMENT TO THE CITY OF tc) 04 1p RADIUS BAKERSFIELD FOR IMPROVEMENTS OUTSIDE TRACT z to 31.42 BOUNDARY. DOC. # to N 04 n C2 31.42 N 00 21 + 20 + c� IV— n 18 17 + + + j�2 z w z 0 00 z w co z 00 V-1j. m w a. 0 20.00 0 fLe w j 00 w co co 0. 0 Lo 0- 0 6 L <z w <z g 'w'-- Z W ii: Oz czn czn U-) OD Z 0) 0 (0 0 Lo + 0 w + 0 + U V� m V� cl w LLJ < 0 W R/W VARIES Ni� 0 '4 ;.- - ' 31- GRADE LINE SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS C/L Z:)t-t- I-OLAN VltW I- UK STRUCTURAL SECTION fi0' RIGHT -OF -WAY N.T.S. R/W \ _ARIF S 0 J `-- 6" TYPE' "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. BY* FRED W. PORTER, RCE 33448 EXP. /00-/3- DATE 0 wrl klmm Nmm� 0 15 0 0 m Fj I �J 0 W& m 0 W&A m 0 FA 15ML 13 14 15 16 ............ -4- A GAS GAS GAS GAS - GAS - GAS GAS GAS GAS GAS GA A GAS GAS GAS UjAS 14+8(9 1 75 1 • 2 & ■ Mi Mmm►mmmo _-MMM rA a dftl I I 1 11 ♦ - to to to • r*-- • 62 0 • N Pl 50' BUILDING SETBACK LINE FROM PG&E GAS MAIN In to I II II I Li UJ W >- < _r Ld Z U-) w r%% Lj 0) w 04 W tc) 04 1p RADIUS qo z to 31.42 20.00 to N 04 n C2 31.42 N 00 21 + 20 + c� IV— n 18 17 + + + 0 16 + z w 14.29 0 00 LO co co V_ 00 V-1j. U. to + 20.00 L 20-00 50' BUILDING SETBACK LINE a. 0 Id N V 0 aw z w !Wc w = C), 8 czn Coe 0 0 V_ 0 6 L <z w <z g 'w'-- Z W ii: Oz czn czn + C4 (0 N.T.S. u a < co x w w 0 > EXISTINO GROUND PROf I-Z F U w 0 g<03: .5 , LLJ wpwffi xwom cl w LLJ < 0 W + n • 0) M OD �- 2 zw 0 m __�, CL A T C EN TERZ INE 50' BUILDING SETBACK LINE I— FY- 0 0- F- 0 0 M W < co co 0 x 0 cq 1 50' BUILDING SETBACK LINE 0) + + 0) FROM PG&E GAS MAIN 0 0 - to 1 . . • . . . . . . . . • . . to . . . . . . . . jam. • •... . . . . . . . . . . . . . . FROM PG&E GAS MAIN . . . . . . . . . . . . . U. . . . . . . . . . . . . . . . . . . . . . co n 00 2 0 3 F QD 0 0 0 0 0 4 6 5 co co 6 (a to to 0 T 6 0 3: 7 (0 to 0 0 0! V_ 8 9 co 10 11 0 LO 12 cd 13 348 °� + + eq 00 + + 1* + 0 ........ ...... w + + w + + 0 + + do N to 00 00 • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • . • • • . • • • • • • • • • • • • . . . . . . . . • . . • . . . . • . . • • . • . • • • • . • • • . • • • • . • . • • . . • • . . . • . . . . • . . • . 0 wrl klmm Nmm� 0 15 0 0 m Fj I �J 0 W& m 0 W&A m 0 FA 15ML 13 14 15 16 ............ -4- A GAS GAS GAS GAS - GAS - GAS GAS GAS GAS GAS GA A GAS GAS GAS UjAS 14+8(9 1 75 1 • 2 & ■ Mi Mmm►mmmo _-MMM rA a dftl I I 1 11 ♦ - to to to • r*-- • 62 0 • N Pl 50' BUILDING SETBACK LINE FROM PG&E GAS MAIN In to I II II I Li UJ W >- < _r Ld Z U-) w r%% Lj 0) w 04 W CATTAIL CREEK WAY CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.409 CRUSHED CLASS 31 AGGREGATE BASE OVER MIN. 1.009 NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 tc) 04 1p RADIUS TANGENT mco to 31.42 20.00 to N 04 n C2 31.42 N 00 21 + 20 + c� IV— n 18 17 + + + 0 16 + 15 14.29 0 00 LO co co V_ 00 V-1j. U. to + 20.00 L 20-00 50' BUILDING SETBACK LINE HORIZONTAL: 1"=50" Id N V 0 aw z w !Wc w = C), 8 czn Coe 0 0 V_ 0 6 L <z w <z g 'w'-- Z W ii: Oz czn czn TYPICAL DRIVEWAY DIMENSIONS FROM PG&E GAS MAIN N.T.S. u a < co x w w 0 > CATTAIL CREEK WAY CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.409 CRUSHED CLASS 31 AGGREGATE BASE OVER MIN. 1.009 NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 0 0 CL 11 W 11 Z to to v- cow O0+ 04 cq U.U. U. by if �x CURVE TABLE 0 0 M* 04 1p RADIUS TANGENT mco to 31.42 20.00 *n C2 31.42 c6+ + 90`00`07" C3 no 0 14.29 44"24*55" V� mJ J 42.00 42.87 V-1j. U. 31.42 20.00 L 20-00 90*00"00" HORIZONTAL: 1"=50" Id N V 0 aw z w !Wc w = C), 8 czn Coe 0 VERTICAL: 1"=2" 0 6 L <z w <z g 'w'-- Z W ii: Oz czn czn TYPICAL DRIVEWAY DIMENSIONS 0 0 CL 11 W 11 Z to to v- cow O0+ 04 cq U.U. U. by if �x CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA cl 31.42 20.00 20-00 89*59$53" C2 31.42 20-00 20.00 90`00`07" C3 27.13 35.00 14.29 44"24*55" C4 197.06 42.00 42.87 268*49'50" C5 31.42 20.00 L 20-00 90*00"00" EJ LL. U_ 0 !:�! 4� LU 0 a) 0- 0 0� Z U)WW� m(w 0 ( LLJ FZ- _) 0_ Lu w 0 0 'c" a- < z 0 L,- 'z �w� wz wmjffiw0w>m ww Cj) LL C�; Ci 0z cl) c) z z LLJ Lu cf) => III n Lu z W LL wtnU 20$ WIDE SEWER & STORM DRAIN EASEMENT TO BE DEDICATED ON FINAL MAP 9 GAS - GAS - 50' WIDE PG&E GAS MAIN EASEMENT 14 z Io-- woo UU0 L a 'P = w 0 OZ uzj a- P62 F- z z z ui ow 00 UJ F- Lu z (2) w c� re L I i OLL I czfj c rj cn 0 z 0 0 w 0 3: 0' 6, a- 2 3: d 55 T W 0 1 LLJ Lu >- > w 0 LU Z w F- C/) (-4J 0 z co 0 w CHOW 0. 11 CL zm 4.5214.5 so No 1 0 z a 9 ww 9 z >< P*-- LO LO �! q TYP. 0 TYR Z 0 0 00 ) w < UJ x: L I,- 0) (3 OW) cl) z a 0- wz 8.z, Id N V 0 aw z w !Wc w = C), 8 czn Coe 0 7' TYP. 0 6 L <z w <z g 'w'-- Z W ii: Oz czn czn TYPICAL DRIVEWAY DIMENSIONS �- 0 z CD a- _w 0 uj LL w uj �`_ 0. >uu w co � u- a. 2 co < U 0 N.T.S. wwD=z<0w62w a m 0w °tea =��- z < co x w w 0 > EXISTINO GROUND PROf I-Z F 0 cn w m n 0 x 0 co g<03: .5 , LLJ wpwffi xwom cl w LLJ < 0 W + n > >: w mp W 2 zw 0 m __�, CL A T C EN TERZ INE TLOWTO wz=) I— FY- 0 0- F- 0 0 M W < 20$ WIDE SEWER & STORM DRAIN EASEMENT TO BE DEDICATED ON FINAL MAP 9 GAS - GAS - 50' WIDE PG&E GAS MAIN EASEMENT 14 NOTE. CONTRACTOR SHALL CONTACT PG&E. AND COORDINATE CONSTRUCTION OF ANY AND ALL UTILITIES CROSSING OVER OR UNDER EXISTING 34" GAS MAIN, AT LEAST 48 HOURS BEFORE STARTING CONSTRUCTION. NOTE.* ALL UTILITIES CROSSING (OVER OR UNDER) EXISTING 34" GAS MAIN SHALL HAVE A MINIMUM OF 12" CLEAR, -+-I E co 0 z con t 0 (0 LUC) o < ui > C-4 cn co 0"0 (P x 0 4- < 06 v U- C/) 0 cu U) Z CD N .< W ;- (0 (1) (y) ui 4) 0 w z W 2 I. (y) C-4(0 Z C:) co Lu C) c%4 o CL ff q w C\i w w X 0 w z Z W Lij 1— LIJ 0 b c2 /5 5; w LL F- w 3 0 < U. o Q. LK ti 410" k co gr > w 00 P%Rftm • • J. > 0 V) IQO cf) L0 z (0 0 N > Lu cn Lo DATE 11/08/2013 N LPA JOB No. 12-2656 c: SHEET E 0 E (0 OF 8 SHEETS Q 0 1 31.42" 1 31.42* ON CURVE I ON CURVE 509 VERTICAL CURVE oicn 0 16 t4 lm 0 w 0. 11 CL zm >_ P.-- m to w 0) m 0) w to w O)o CF) 0 P*, 0 r-*% 00) om 0 0 P*-- LO LO �! q *4 0) 0. 1 C4 0) W Lij 0 t6m L6 to to to M* * q* * to * LO m * P.% 04 FLO Ld P� L0 1* 0. LC �d-�' to 00 Z6 * n V_ to 1*!� co n co 14) re) 0) EXISTINO GROUND PROf I-Z F n +0 in Pon 4. U-) to + m co + n A T C EN TERZ INE 11* rw*, * j jj clq r**- r**% 0 LLAj. + 0 cq 0 n co XCL . . . . . . . . • . . . . . . . . • . . to . . . . . . . . jam. • •... . . . . . . . . . . . . . . . . W. w . . . . . 0 a 0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . 348* .r................... u") + . ...... + ID . 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . ........... . . . . r • . `- . ...... ........ ...... ......... . . . . . . . . • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • . • • • . • • • • • • • • • • • • . . . . . . . . • . . • . . . . • . . • • . • . • • • • . • • • . • • • • . • . • • . . • • . . . • . . . . • . . • . + 0.504ye • . • . . • • • . • • • . . • • • . . • . • . . . . • 346* ........................ 6 • ........... illillimow� 'Iloilo:, e ............................................................. • • • • ..• • • • • • • • • • • • • • • • .• • • • • ............................. ..............• ..• • • • • 346 • % ROKINf MWLE -6,357o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . IDENTICAL POINT. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 . . . . . . . . 19+00 20+ 00 SOUTHWEST FLOWLINE PROFILE Q 0 50' VER11CAL CURVE 31.42 31.42 ON CURVE ON CURVE m m m 0 co 1 0. m >_ f%% r,-- OD*f*,%% 5) V� w 0) 00 r**1%00(0 • X (L w n w " w co m 0 " 0 to oco cr) 0. 06 to cq Lo CD 0 t6 m to tot6ui w tO m I. * **qt to •to n m LLj im w 0 to LO (0 n t6 co j n 0 n (3 nnn 0 ID EXISTING GROUND ROFEE n + n (0 + in C L. LL. n 4 T CEN TERZ INZ 0) 0) q* n cq 0) + 0) 0 cq PE: + + 0 to o. a. + + to . . . . . . . . . . . --- qL-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • .. . . . . . • • . . . 348...,•.................. 0. +. �-- 7 +0,35 0 17" .............................................. _ .. .......... ... . .......... -11 ................................•...... 348 z rl fo f MWLE R. 0" . . . . . . . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • . . . . . . . • • . . . . . • • . . • . . • • . • . . . • • . . . . o 5D o 346 .+0 . . ........ ... . . . ........ .. . ... ... ............... ....... ..... * . ... ...... ..... . . ... ... ........... . . ... . ........ . . .... ...................... • -0035 x R O#f IM P.&.L E .. ...... ... .......... . . . ..... .. o.346 • . . . . • • . 9+00 . . • . • . . . . • • . • • . . • ... . . • • . . • . • • . . • • . • . . 10+00 11+00 . . . . . • . . . . • • • . • • . . . . • . • . . . . . . 12+00 13+00 • • . . • • • • . . . . . . . • • • . . • • . . • • . • • . 14+00 15+00 • • . . . • • . • • . . • . • • • 16+00 • • • . . . . . • • . . . . . . . 17+00 • • . . . • . . . . . . . • . . . • 18+00 . . . . . • • . • . . • • . . • • . . . • . . . • . . . 19+00 20+00 • • . • . NORTHEAST FLOWLINE PROFILE NOTE. CONTRACTOR SHALL CONTACT PG&E. AND COORDINATE CONSTRUCTION OF ANY AND ALL UTILITIES CROSSING OVER OR UNDER EXISTING 34" GAS MAIN, AT LEAST 48 HOURS BEFORE STARTING CONSTRUCTION. NOTE.* ALL UTILITIES CROSSING (OVER OR UNDER) EXISTING 34" GAS MAIN SHALL HAVE A MINIMUM OF 12" CLEAR, -+-I E co 0 z con t 0 (0 LUC) o < ui > C-4 cn co 0"0 (P x 0 4- < 06 v U- C/) 0 cu U) Z CD N .< W ;- (0 (1) (y) ui 4) 0 w z W 2 I. (y) C-4(0 Z C:) co Lu C) c%4 o CL ff q w C\i w w X 0 w z Z W Lij 1— LIJ 0 b c2 /5 5; w LL F- w 3 0 < U. o Q. LK ti 410" k co gr > w 00 P%Rftm • • J. > 0 V) IQO cf) L0 z (0 0 N > Lu cn Lo DATE 11/08/2013 N LPA JOB No. 12-2656 c: SHEET E 0 E (0 OF 8 SHEETS CONSTRUCTION NOTES CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. Q1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST-3. M CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. ST-17. (CONTRACTOR SHALL COMPACT AREA 0) C14 to �! UNDER CROSS-GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1, ❑CONSTRUCT m TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. F5_1 CONSTRUCT 22" WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST-4. F-61 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE $$A$$. 7Q SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR 31.42 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 8Q CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 4009 MAX SPACING SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH 0 LOCATION WITH JOINT TRENCH DRAWINGS. Ffl RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. INSTALL STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. --tr-R 1 - 1 INSTALL Rl-1 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. FL FLOWLINE STATIONING 7 �*l 5 y uj (D LJ w Q�t� uj V) L L c c c c v HIDDEN CREEK WAY CONSTRUCT MIN. 0.20" TYPE "B" A.C. PAVING OVER MIN. 0.40" CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 59 HORIZONTAL: 1"=50` VERTICAL: 1"=2' 31.42' ON CURVE CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. RADIUS 50' VERTICAL CURVE INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. X oco 4m 0 SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. n 0) C14 to �! MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP 10 A T CEN TERZ INE . m SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 35.00 mr*-ft cq INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. m r%% SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 31.42 0 MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP C6 31.42 1 SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 1 20.00 :t90*00o! 0� I" 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. 00 Os SEWER MANHOLE J 0 350 ................. + Iwo . . SEWER CLEAN OUT + T� . . . . . Q + 0 ECLLir . LOT"", STORM DRAIN MANHOLE + C4 . . . To- . . . . . . . . . . . . . . . . 350 0 EXISTING UTILITY POLE 0 CO + RIGHT-OF-WAY • ..... ... ................ ... SEWER • . • • . • . .... O• • • • • • • • • • STORM DRAIN • • • • • • • • • • . • • • • • lcl� .© + EXISTING EDGE OF PAVEMENT Z GAS EXISTING GAS MAIN +051 % OA TT EXISTING OVERHEAD AT&T CABLE +(0).6 ....... . 1 ..... ...: ... OHE EXISTING OVERHEAD ELEC CABLE ................................................. RELOCATE 344 :....... ............. ALL POWER POLES - COORDINATE WITH UTILITY OWNER. ............................... ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 346 10+00 11+00 12+00 W >. NORTHWEST FLOWLINE ui < ....... LL. "__l ............................... Q�w LO cb IF THERE ARE ANY DISCREPANCIES. UJI 348 z --I . "--" uj 0 3 * 3 z AT CEN TEI I FZ INE co w 0. 410 0 0 LjLj L.LJ --�Uw 0 -A O 0 if% • ....... • ....... HIDDEN CREEK WAY CONSTRUCT MIN. 0.20" TYPE "B" A.C. PAVING OVER MIN. 0.40" CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 59 HORIZONTAL: 1"=50` VERTICAL: 1"=2' VARIES R/W GRADE LINE SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS C/L �Lt. FLAN ViLW V UK STRUCTURAL SECTION 60s RIGHT-OF-WAY N.T.S. R/W z rl- 0 6tt � TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. BY* FRED, W. PORTER, RCE 33448 EXR. c ]c c c c c c Ir EXISTING - IMPROVEMENTS c c c c DATE y Lj +� LLJ 0 >_ w UJI a�U' UJI Li 0 PINE FLAT DRIVE CONSTRUCT MIN. 0.20** TYPE "B" A.C. PAVING OVER MIN. 0.401 CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11-4.5 R-54.0 CURVE TABLE 31.42' ON CURVE 31.42' ON CURVEI RADIUS 50' VERTICAL CURVE DELTA EXISTING GROUND P1?0f1_ZE X oco 4m 0 to V*;! n 0) C14 to �! 00 n C.) 10 A T CEN TERZ INE . m 54.98 35.00 mr*-ft cq rk-% '* qd- qt 0 197.70 m r%% 00) C5 31.42 0 20.00 89'59'53" C6 31.42 1 * 1 20.00 :t90*00o! 0� I" Ld in 00 L0 J 0 350 ................. + Iwo . . . . + T� . . . . . Q + 0 ECLLir . LOT"", . . . . . . . + C4 . . . To- . . . . . . . . . . . . . . . . 350 0 OW 0 CO + j • ..... ... ................ ... • . . . • . • • . • . .... O• • • • • • • • • • • • . • • • • • • • • • • • . • • • • • lcl� .© + Z o ..................... +051 % lr� +(0).6 ....... . 1 ..... ...: ... 348: .......... ........ ................................................. 344 :....... ............. ............................... 348 .......... .......... --09207o + 0 470 - ............................. R ON NE PRORL F 346 ....... .......................................... 346 10+00 11+00 12+00 13+00 NORTHWEST FLOWLINE PROFILE ....... LL. VARIES R/W GRADE LINE SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS C/L �Lt. FLAN ViLW V UK STRUCTURAL SECTION 60s RIGHT-OF-WAY N.T.S. R/W z rl- 0 6tt � TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. BY* FRED, W. PORTER, RCE 33448 EXR. c ]c c c c c c Ir EXISTING - IMPROVEMENTS c c c c DATE y Lj +� LLJ 0 >_ w UJI a�U' UJI Li 0 PINE FLAT DRIVE CONSTRUCT MIN. 0.20** TYPE "B" A.C. PAVING OVER MIN. 0.401 CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11-4.5 R-54.0 CURVE TABLE CURVE 31.42' ON CURVEI RADIUS TANGENT DELTA cl 31.42 20.00 w 0 w Ln 0 re) fn 13.70 CSI qk cy) CNI 00) 0 m0 m 54.98 35.00 an r, w 0 C4 197.70 m Co I** 00) C5 31.42 20.00 20.00 89'59'53" C6 31.42 1 * 1 20.00 :t90*00o! 0� I" 1-9 + EXISTING GROUND PROF& _N J 0 M ......... 0 + 350....... + lov� A T CZ TERZ INE i", 0 OW 350 • ..... ... ................ ... 0 ........................ Win .... 346 :...:...:... lcl� .© + 46 3.- o ..................... +051 % lr� +(0).6 ....... . 1 ..... ...: ... +0. no"f INwif 344 :....... ............. ............................... 344 10+00 11+00 12+00 WEST FLOWLINE PROFILE NOTE: VERIFY EXISTING LOCATION 31.42 o ON CURVE 348 • . ........ ....... LL. "__l ............................... n 0 LO cb IF THERE ARE ANY DISCREPANCIES. e ........... o ..... 348 ui w * "I --I . "--" 0 0 0..% C4 0 AT CEN TEI I FZ INE co e 410 to + 348.... ...... • ....... • ....... 0, ()X 2 +(Y,20%' ........ • ......... 348 DE96W ROKINE 346 ...................................................... - - - 346 10+00 11+00 12+00 13+00 ............ ...................... SOUTHEAST FLOWLINE PROFILE VARIES R/W GRADE LINE SEE C.O.B. STD. DWG. ST-11 FOR SLOPE PARAMETERS C/L �Lt. FLAN ViLW V UK STRUCTURAL SECTION 60s RIGHT-OF-WAY N.T.S. R/W z rl- 0 6tt � TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. BY* FRED, W. PORTER, RCE 33448 EXR. c ]c c c c c c Ir EXISTING - IMPROVEMENTS c c c c DATE y Lj +� LLJ 0 >_ w UJI a�U' UJI Li 0 PINE FLAT DRIVE CONSTRUCT MIN. 0.20** TYPE "B" A.C. PAVING OVER MIN. 0.401 CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00" NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11-4.5 R-54.0 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA cl 31.42 20.00 20.00 90*00*00" C2 13.70 35.00 6.94 22*25*35" C3 54.98 35.00 35.00 90"00"00" C4 197.70 84.00 202.06 134*51'11" C5 31.42 20.00 20.00 89'59'53" C6 31.42 1 20.00 1 20.00 :t90*00o! 0� I" uj z 0 0 0 0i (_4J 14.5 4.5 TYP. TYP. [---w-7' TYP. TYPICAL DRIVEWAY DIMENSIONS N.T.S. OP NOTE: STREET EASEMENT TO THE CITY OF BAKERSFIELD FOR IMPROVEMENTS OUTSIDE TRACT BOUNDARY. DOC # HORIZONTAL,: 1"=50' VERTICAL: 11"....'"21 d 0 Ljj LL LL a EL t 0 Lu 0 cl) W °0-Z °� z CL- w CO) m z IL) 5; Oz 22 zw :or 0 Lu :r < z LLJ ca co F_ co X: > Ll- �_ z cl) F_ . r 0 z _j co cri 2 z WO ww 0 <' w w m: Fj5 0 w 2 Mo x: cc") LL zo zw (.3 0 Lu I T 2 w a. 0 0 < 0 ow - x: � r 0 z F F- �m: < Z 6� W 0 3:: y W Z 0 >_ W w _M�00<zmw U) w �wd Cwl OUL J czf) c I j m F Q- 3z: O0- o 9 -0 101L 0 03: d =w 6 -> > ow LLI Z w 0 =: < 0 0 F- U_ F_ X: a cj) w Uj LL Z w 0 WZE m Lu z e g 0 < 2T6 w o OO Wwpw< �_wq a COL- LL w 8 z < z 0 CL w zz >w w _ ZW im-_ z 0 cf) cf) C) Z OW < 9 W z z z :;F w i(-' IWIL Lu 0 ui U- w c U- 00- � 80 > 0 WwDigouzmD w U<- T m T m Z 0 CL < C� 'Lu 0 F_ cri 0 =)zo¢�oQ j w z w:r LLJ F- c LL. r w z OR 3: u- C.-- W 7j-,V WWMW _M ow W _j 2 1 m w < 02 w z > cn Cn �;OW OF- W m < w O W U ui w 0 0 LLI Z cf) >- cl) i m DO w x: 0 w z D E co 0 z W% U) I- C) ccyy)) Z 0 U-) .. Lm CD C) >w o - N ci M �' 0 cl) CD 06 < C) (D U) U Z ) cu m 04 4_7 to (D Cy) uj (1) C) CX5w z CO N so- cle) CD 0 'r- 04 Z 0 QD LLJ c c%j 0 CL �7 L9 C\i c� u ui Lli Z 0 _5 0 Z u ui 2 LLJ cn > uj 3 U- 0 < w W CL c IkEER H C� M J Go 4 LLA > 0 W. qftowb 1p. w 6 0 w '� • �L 0 0,111, • V) (D 0) L0 z 0 0) > DATE 11/08/2013 U-) N PA JOB No. 12-2656 4> T'SHEET El" 71, 0 E LO (0 OF 8 SHEETS 31.421% ON CURVE 0 X LO a m w x m e O w LO E) /5 TIN C GROUND P? OFIZ E o tL* 0 < C-4 0 AT CEN TERZ INZ lir6 .......... f5 1-9 + 348 .......... 0 M ......... .......................... .348 0 ............... 346 :...:...:... 46 3.- +051 % LffflNG ROWNE .. ......... +(0).6 ....... . 1 ..... ...: ... +0. no"f INwif 344 :....... ............. 0 .... 0 ..................... 344 10+00 11+00 12+00 WEST FLOWLINE PROFILE NOTE: VERIFY EXISTING LOCATION 31.42 o ON CURVE AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER W LL. w 0 n 0 LO cb IF THERE ARE ANY DISCREPANCIES. a m x m w EXISTINC GROUND PROF /LE co ui w * "I 0 to 0 0..% C4 0 AT CEN TEI I FZ INE co to + 348.... ...... o n .......... .............................. 348 0 0 ...... .... ............ ...................... 346 :...:.... . .. ....................... ................. '346 +0' 67ifo LVS77A49 ROWNf P� ........... .............. RoAffm PfiwLf (+0 344 ................................ .................... 344 10+00 11+00 12+00 EAST FLOWLINE PROFILE d 0 Ljj LL LL a EL t 0 Lu 0 cl) W °0-Z °� z CL- w CO) m z IL) 5; Oz 22 zw :or 0 Lu :r < z LLJ ca co F_ co X: > Ll- �_ z cl) F_ . r 0 z _j co cri 2 z WO ww 0 <' w w m: Fj5 0 w 2 Mo x: cc") LL zo zw (.3 0 Lu I T 2 w a. 0 0 < 0 ow - x: � r 0 z F F- �m: < Z 6� W 0 3:: y W Z 0 >_ W w _M�00<zmw U) w �wd Cwl OUL J czf) c I j m F Q- 3z: O0- o 9 -0 101L 0 03: d =w 6 -> > ow LLI Z w 0 =: < 0 0 F- U_ F_ X: a cj) w Uj LL Z w 0 WZE m Lu z e g 0 < 2T6 w o OO Wwpw< �_wq a COL- LL w 8 z < z 0 CL w zz >w w _ ZW im-_ z 0 cf) cf) C) Z OW < 9 W z z z :;F w i(-' IWIL Lu 0 ui U- w c U- 00- � 80 > 0 WwDigouzmD w U<- T m T m Z 0 CL < C� 'Lu 0 F_ cri 0 =)zo¢�oQ j w z w:r LLJ F- c LL. r w z OR 3: u- C.-- W 7j-,V WWMW _M ow W _j 2 1 m w < 02 w z > cn Cn �;OW OF- W m < w O W U ui w 0 0 LLI Z cf) >- cl) i m DO w x: 0 w z D E co 0 z W% U) I- C) ccyy)) Z 0 U-) .. Lm CD C) >w o - N ci M �' 0 cl) CD 06 < C) (D U) U Z ) cu m 04 4_7 to (D Cy) uj (1) C) CX5w z CO N so- cle) CD 0 'r- 04 Z 0 QD LLJ c c%j 0 CL �7 L9 C\i c� u ui Lli Z 0 _5 0 Z u ui 2 LLJ cn > uj 3 U- 0 < w W CL c IkEER H C� M J Go 4 LLA > 0 W. qftowb 1p. w 6 0 w '� • �L 0 0,111, • V) (D 0) L0 z 0 0) > DATE 11/08/2013 U-) N PA JOB No. 12-2656 4> T'SHEET El" 71, 0 E LO (0 OF 8 SHEETS CONSTRUCTION NOTES CURVE I I RADIUS TANGENT DELTA O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. ® CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. _c> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST-3. C3 SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. ® CONSTRUCT WIDE CROSS-GUTTER PER C.O.B. STD. DWG. ST-17. (CONTRACTOR SHALL COMPACT AREA MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. CREE XSP 38.95 UNDER CROSS-GUTTERS AND A MINIMUM OF lt EITHER SIDE TO 95% MAX. DENSITY,, TO A DEPTH OF l') 39.68 33.00 91 CONSTRUCT TYPE 'A" CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. C6 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. Q CONSTRUCT 22' WIDE STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST-4. 0 .3: ;;Jc cl) Ww zm SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, LUMINARIES. CREE XSP CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE $$A$). SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. Ww(_) wzgcl)>-U) cl)owmo WZ=) SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. S SEWER MANHOLE CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400s MAX SPACING J.--N uc SEWER CLEANOUT PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH a STORM DRAIN MANHOLE LOCATION WITH JOINT TRENCH DRAWINGS. cTh EXISTING UTILITY POLE M RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. RIGHT-OF-WAY INSTALL STREET NAME SIGN PER CITY STANDARDS. SEWER STORM DRAIN INSTALL TRAFFIC SIGN PER CITY STANDARDS. EXISTING EDGE OF PAVEMENT - -c--R1 1 INSTALL Rl-1 STOP SIGN W/ STOP BAR. GAS EXISTING GAS MAIN ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. OATT EXISTING OVERHEAD AT&T CABLE ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. OHE EXISTING OVERHEAD ELEC CABLE FL FLOWLINE STATIONING RELOCATE ALL POWER POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES,, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 0 0 0. W 0 re) 0 w 0 * Z. to < wl mqq_l a.1 3:: Ld r%*. r%% 0) 0) L&J Lo + 00 n to * 0 • C4 C4 Ix lie. 2: qq-T- 00 V) 0 + + < UJ + + C4 eq Lid w w 0 0 U. C LLJ j i 0 LL. + U. LL. I K" 6 1 52 53 Iro, 0$ of 27 54 5 TYP 0 • 0) c; C N 0 + .964r FL 0 00 62 T_ 3 U3 11+29.38 -A I - w i, 1 -111 - 00 26 1 Cl w M& 2 55 w 6 'r T < co 6bt ass 1 20 56 58 57 V a. to w co n 10 O nr**. 0 4+ + 0 +1 +V� oj j V� V.-U. LL. HORIZONTAL: 1"=509 VERTICAL: 1"=29 CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN* 0.40* CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T1=4.5 R=54.0 33.070 Q ON CURVE 0 CL w 0 0 m wn 11 CL oco m 0 Z 3: im * Lij 9L 00 00 cb rl% 00 04 K) co to n 0 1* CO to C4 r*-". * 0 +n o + n + 0 + C4 lr� V� 'Woo 352 ......... ....... ...................... ......... 352 ................ . ,.............................. • EXISTING' GROUND PR011Z A T CEN Tf R-Z INZ 350 .......... ..... .. 350 ............. .................. ... • ........ ............... , .......... ...... lc�F ....... 35% 348 1%.j ......................... lzomm Phaw. ..34-8- 10+00 11+00 12+00 NORTH FLOWLINE PROFILE 32.2 0 - ON CURVE 0 0. w X Lo 0 m 000 11 0- m 0 w (D (n m c6 w 0 IL * M OD 0) CD (o 0) C4 0) K) to C) to OD Lo cq 0) !' n * r 0 IDENTICAL POINT + +K) 0' +n 0 0 + l� C4 352..........s--..... .................... ....... 352 ........... . ............................... ..... EXISTING GROUND PII?Ofl AT CENTf -RtINf -_. 350 '350 ...... ......... ......... ....... .......... I .......... 4 40 % '+0,44% 6376 • -� 348....... +0' .............. .'348 0. IZO"f PRWLE. 10+0 11+00 12+00 SOUTH FLUWLINE PRUI =iL E R/W C/L R/W 1- 26' 1 26' 1 VARIES %.j 8 '\�- t 18' 182 8) Now djo • 21 TYP. 2 TYP. A 57,3.57o pp 6 TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK GRADE LINE SEE C.O.B. STD. DWG. SEE PLAN VIEW FOR COMPACT UNDER CURB, ST-11 FOR SLOPE STRUCTURAL SECTION GUTTER AND SIDEWALK PARAMETERS (TYP.) 6" MIN. TO 90% MAX. DENSITY. 52' RIGHT -OF -WAY EXISTING IMPROVEMENTS Lo 0 m 0 0 0 O 0 0 +1V 0: 0- CJ 0 O O 0 lr� N.T.S. amok RECORU DRAWING CURVE TABLE CURVE I LENGTH I RADIUS TANGENT DELTA Cl 32.25 20.00 20.85 92*23934" C2 33.07 20.00 21.73 94"44'19"" C3 27.16 33.00 14.40 47"09*23" C4 201-08 42.00 38.95 274.18'46" C5 39.68 33.00 22.64 68*53*59" C6 182.41 1 42.00 1 .-1248"539591 0 = U- 0 0 uj 0 co Z °� ce _1 F- 0 1 z oo-;z, a-< Z ot uu m < F z w ww=60 wmw w u- F_ 0 > 0 r Z c) w 0 z - -,i tz) z wo Lu 5 o w ui X X 1 g W M Lu F_ _j < z C")) oui LL 0- u L Lj cr ui:r 0 I , r- cr- " U LL RY* FRED W. PORTER, CONSTRUCT FULL WIDTH SIDEWALK FROM STA:10+00 TO STA: 10+71.48 NOTE: HATCHED AREA TO BE DEDICATED TO THE CITY OF BAKERSFIELD ON FINAL MAP. TRACT BOUNDARY 011111 LLI at O)o (3)0) 04 U. U. 0 0 0. FL 11+51.99 E -:z HORIZONTAL: 1 " =50' VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.400 CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00* NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 50 VER11CAL CURVE >- m,© 1 11 0 11 0 0 11 W 3 :: > -3:: > > 3: a 0) _o w mx CL w 0 o 10L 0 T- 04 00) 0) 0 -11-- 0004% loo o 0 C4 0) 0- co Im + 0 + + Loto + n 0 K)K) v- . . . . . . . . . . . C) . . . . . • . . . OJ. . . . . . . . . . . . . . LL. LL. LL. LL. c; 0 350 + .................. .. :. ............350 .................... ................ EWSMO iZ O#f INE P !LE : - ., XIS TIN 0 OR04IND PROF /LE Z . 348 t.ZO#flhf PfiwLf • A T CEN T� _RL IM ....... .......... ................ 348 .............. ................... 10+00 11+00 12+00 WEST FLOWLINE PROFILE 501 vE_RMAL CURVE IDENTICAL POINT �! 11 Q 0 11 w Li- in oo w o w W>> w cl rk� 0- EL- 0 w M x C*4 * cri 0. 0) w 0 V) 0) () C4 o) (y) 00) 0 rn 0 00 0 0 co * V� 0 �U1 00 < + cq u) oi V) ro + + u r**. 0 + 0 J. . . . . . . . . . . . - 0 U. U. 0 . . . . . . . . . . . . . . . . . . ............. 350 350 + • ............ ........... ..... Ole: ............... LffflW fZOKINE EXISTING GROUND PROFILE a 0MONE P&WLE 348. A T CEN Tf RZ INE .. ............. 48 • .......... 0 ..... • kX ............................................ 10+00 11+00 12+00 EAST ELUWLINE PROFILE oATE 4-1 00 0 *11� z U) c!) cy) Lu z CD L0 C 10 CID:) > 15 ci U M _(o -0(0 (1) X od < U) (� v Z < w (D C) 06 w z (n N -4- M qr- T- cq (o c' L !� z 0 LLIf w 0 0 OL D cl� ui w 0 Z w W Z w Lu > w w LL < < U. R �� OD U) 4. u 3 > w 00 Q •s • • t � t t Q0 Lo z (o 0 > Lli co Lo U-) DATE 11/08/2013 N (o PA JOB No. 12-2656 1-l" co c: SHEET 0 E UO OF 8 SHEETS Z 0 Lu w Qa.00 2 � W o c, I ~�� ,-- tl Z z WZ o 0 0 C6 Lwu C6 m z o z Z 0 CL z 03: w O 00- 0 �w�wo�= Q)j z W> z 4.5 4.5 0 o 00 0 o �E (70 E -z< a z a 2 2 co TYP. TYP. Z 9 uj cl L �- 0 0 I— = cz, N N. W uj g rt cn -0-0 Lcnu ma- w o zw w m o w <z < 7' TYP. m3- z Ix Lu 0 oz- wo Z o w < TYPICAL DRIVEWAY DIMENSIONS wz LL. Lcuo I- z wz czn ' 0- a- uj < wo ULL- >w a- E Digcow -0 z < 0 z a N.T.S. z ui F- 0 0 z W w u_ 0 .3: ;;Jc cl) Ww zm w ow o I.- W Lu m 2 m W<02www !R=) �;ww Z5 wn 2 Wm m w Z _j - oz -0<� < W w 0 3: CL > �- Ww(_) wzgcl)>-U) cl)owmo WZ=) RY* FRED W. PORTER, CONSTRUCT FULL WIDTH SIDEWALK FROM STA:10+00 TO STA: 10+71.48 NOTE: HATCHED AREA TO BE DEDICATED TO THE CITY OF BAKERSFIELD ON FINAL MAP. TRACT BOUNDARY 011111 LLI at O)o (3)0) 04 U. U. 0 0 0. FL 11+51.99 E -:z HORIZONTAL: 1 " =50' VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' TYPE "B" A.C. PAVING OVER MIN. 0.400 CRUSHED CLASS I[ AGGREGATE BASE OVER MIN. 1.00* NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=54.0 50 VER11CAL CURVE >- m,© 1 11 0 11 0 0 11 W 3 :: > -3:: > > 3: a 0) _o w mx CL w 0 o 10L 0 T- 04 00) 0) 0 -11-- 0004% loo o 0 C4 0) 0- co Im + 0 + + Loto + n 0 K)K) v- . . . . . . . . . . . C) . . . . . • . . . OJ. . . . . . . . . . . . . . LL. LL. LL. LL. c; 0 350 + .................. .. :. ............350 .................... ................ EWSMO iZ O#f INE P !LE : - ., XIS TIN 0 OR04IND PROF /LE Z . 348 t.ZO#flhf PfiwLf • A T CEN T� _RL IM ....... .......... ................ 348 .............. ................... 10+00 11+00 12+00 WEST FLOWLINE PROFILE 501 vE_RMAL CURVE IDENTICAL POINT �! 11 Q 0 11 w Li- in oo w o w W>> w cl rk� 0- EL- 0 w M x C*4 * cri 0. 0) w 0 V) 0) () C4 o) (y) 00) 0 rn 0 00 0 0 co * V� 0 �U1 00 < + cq u) oi V) ro + + u r**. 0 + 0 J. . . . . . . . . . . . - 0 U. U. 0 . . . . . . . . . . . . . . . . . . ............. 350 350 + • ............ ........... ..... Ole: ............... LffflW fZOKINE EXISTING GROUND PROFILE a 0MONE P&WLE 348. A T CEN Tf RZ INE .. ............. 48 • .......... 0 ..... • kX ............................................ 10+00 11+00 12+00 EAST ELUWLINE PROFILE oATE 4-1 00 0 *11� z U) c!) cy) Lu z CD L0 C 10 CID:) > 15 ci U M _(o -0(0 (1) X od < U) (� v Z < w (D C) 06 w z (n N -4- M qr- T- cq (o c' L !� z 0 LLIf w 0 0 OL D cl� ui w 0 Z w W Z w Lu > w w LL < < U. R �� OD U) 4. u 3 > w 00 Q •s • • t � t t Q0 Lo z (o 0 > Lli co Lo U-) DATE 11/08/2013 N (o PA JOB No. 12-2656 1-l" co c: SHEET 0 E UO OF 8 SHEETS