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HomeMy WebLinkAbout1.1-7222 Ph 1 - 8 Record Drawing�rF IPAIDF )\\/EEPA F, ID [�lat 04 0 04 E:= 1 Q Z ,TRACT 7222 PHASES 1 W W Z C� W U Z W N Z Q J 8 1111111111, AK RSFI LD CALIFORNIA M d: 0� I REVIEWED BY: o z oo I C3 fi) TRAFFIC ENGINEER CITY OF 1-- -- 00 w Q BAKERSFIELD DATE I Zmwzr-w 3 m 1It S1 ONS SPP fA OV E`D ! 1-� - T��� TRACT 5907 L—... Q H o L v i TRA 569 AP SK. PG 1 2 '``. U O Z O X Y REVIEWED B Y : AP �lK.VG. 74 J "k Y B �w—Owv 1;a a- .. m � 8LA 1 NE NEPTUNE ARVIN EDI50N CANALZ Q 3 E sS�dZ Exp w 30/ 14 "r aQzac'RE ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE _ �, v�I- PANAMA LN _._. 10 ww�0ZU a. N d APPROVED BY:6� O<ZM --- M ALAN T. S#AW �ATr` 1 `--------_� 3rI-W 0 t W o A.C.. E. 321?8 � 12131/14 Q 2 j �Nwvix'w > v \ I CL T viLl0V l 3 t t I I (� OOz�'�oo PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE 4 A i ' �c~i�Z�wQo Amo ZZ RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/15) ter (� L WQQw A2_ 5 1 v r w0 m OvE� tz 01--9W>RE\\ASOIS APPR6 3 7 ► �r L1J z~Oc`i>,amLa� co W Qolk� az minInM 12-12� 8 I I z Z¢Y_jwz2 a B NE EPTvNr DATE 9 F- ix I I — �zmQW� � (� G E 5g 10Z (EXP 6/30/16) O c 1�►\ ( C a 0 �,� moo 10 t �-=� i cwo :)w(nu) 11 t l W �ov?o=0 i >h irr 12 PHASE l MARI SHA DA 13 R. C E 3178 E)WP• 12/31/1 BENCH MARK USED: ®-- ;i� U)_%. 42 W (.> TOP OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE 14 'i g� 2 r INTERSECTION STINE RD AND POPPYSEED DRIVE. 15 r U O NrU�+ ELEVATION = 359.19 (U.S.G.S. DATUM) 16 r it n W 17 t uja- i IX�m CB#1 4 CAL 0 LN tri i MATERIALS LIST 18 c #2 t 1 0IESTIMATED QUANTITIE, NOT ^'�,�, BASIS OF BEARINGS f TO BE USED FOR BIDDINGSPURPOSES 19 20 21 22 2324 25 26 27 28 29 30 31 Ir t i �' N THE BEARING OF S89003'12"E SHOWN FOR THE SOUTH LINE SHEET No. INDEX i r _ OF THE NORTHEAST QUARTER OF SECTION 27, T.30S., S BEETS �i W LOCAL STREETS 6 64 L.. 1 TITLE SHEET 10 9 8 7 6 5 3 2 1 1 1 29 28 27 26 i rt R.27E., M.D.M., PER RECORD OF SURVEY RECORDED IN 0.20' A.C./O.66' A.B. (LOCAL STREETS) 276;31 S.F. Z21DETAILS—GENERAL NOTES 013#4 CB# 25 i Z 00 BOOK 22 OF RECORD OF SURVEYS AT PAGE 157 WAS 0.30 A.C./0.90' A.B. (BERKSHIRE ROAD) 33,607 S.F. OMERADO WAY- • 0.50' A.C./1.00' A.B. (PANAMA LANE) 54,115 S.F. 3 J E RNO DRIV • 24 ! T" USED AS THE BASIS OF BEARINGS HEREON. 6" CURB AND GUTTER 1 L.F. 3R C6# • I ! j 6" THICK DRIVE APPROACH 17 386 S.F. �R 4 CALLADO LANE—MESTO WAY Z-l\ 11 12 13 H J5 16 17 18 19 20 21 22 23 1 I 4" THICK SIDEWALK �, 264 0 �OII' S.F. 5 M R D r-W A 9 8 7 6 5 4 3 2 1 29 28 27 26 111 11 SURVEY MONUMENT ENCASEMENT 2% �.EA. STREET NAME SIGNS 11 ><L EA. © BELLANDO STREET 25 1 I , Z TRAFFIC CONTROL SIGNS 10 EA. CO WHEEL CHAIR RAMPS EA. �7 EDERIA WAY6 c6# i ONL W 1 y , STREET LIGHTS (5800 LUMEN) Bs BELLAN 0 ST 24 1 $� ' > 9 _ STREET LIGHTS (9500 LUMEN) 5 EA. ®PHISTO PLACE i TYPE "A" CATCH BASINS 13 EA. HEIBRA WAY—PERLA WAY 17 19 H S W 0 TYPE "M" MEDIAN CURB PANAMA LANE 1,210 L.F. 10 11 12 j' A E 18 Q C6 8 23 iy PLANZ ROAD " ( ) 13 14 15 16 3 i -_. �y_ ------------ _ C� 99 TYPE M-2 TACK-ON MEDIAN CURB (PANAMA LANE) 760 L.F. 10 PANAMA LANE o g 20 21 22 i 1 `> ` = > O 18 0 17 16 15 14 1 13 18 17 $ rY 1a 4 11 BERKSHIRE ROAD 9 7 6 5 4 3 2 1 m 1 2 3 4 5 1 1 ®® PA CHECO RD. zd 7 CB W f 19 C ` 22 Q�® � Q LEGEND 1 TRIPING PLAN # a/ r t L� l�to. _ e 3 FA RVIEW ROAD o fix, iF CM > 'PANAMA ❑❑ 24 LANE 2 CL- CENTERLINE V')/"\GA 50L COQ 10 •=�DERIA WAY 6 �%' pcm ARVIN EDISON DWY- DRIVEWAY MA L GEN D PHASE 16 RHAS 29FL- FLOWLINE 1130 289 6 3 SHEET INDEX NUMBER 12 13 14 15 9 a 13 12 11 10 9 8 7 McCUTC EN ROAD _� 25 OSKIN RD. BCR- BEGIN CURB RETURN 3 a 35 51 31 ECR- END CURB RETURN DIRECTION OF DRAINAGE a 32 6 5 4 3 2 1 � PI- POINT OF INTERSECTION McKEE RD. � 1 2 3 4 5 6 7 PNAs� 2 3 y W PU KIN � o EC- END CURVE �- t CONCRETE MONUMENT 7 8 c 0 w CS 11 I � OLD R R 50 114 w 2E ER1 a (6 5 1 o BC- BEGIN CURVE -+- PROPOSED STREET NAME SIGN _ 81 Q Y URNO tb tL-ROLA-D-J 3 PIVC- POINT OF INTERSECTION VERTICAL CURVE -. HISTO PL cr �,_.. ___ __o d z -� 5800 LUMEN STREET LIGHT 12 CB ,_.-------- -----____-- o POVC- POINT ON VERTICAL CURVE 8 # `n o BVC- BEGIN VERTICAL CURVE 9500 LUMEN STREET LIGHT H S 14� A s` :- a z a 99 o O- 1 �, 9 10 11 12 13 O 11 16 15 14 13 12 11 10 t Y ❑ Bu o EVC- END VERTICAL CURVE CCB#12 CATCH BASIN w/NUMBER ��PRC- POINT OF REVERSE CURVATURE - _ 0 17 16 0 PCC- POINT OF COMPOUND CURVATURE - o NOTE: SIGN NUMBERS ARE FEDERAL CODE -- — _ T BERKSHIRE RD VACANT LAND UNLESS OTHERWISE INDICATED BY (CA). (CA) - T SWI W INDICATES CALIFORNIA CODES VICINITY MAP -N- KEY MA/�Sw NO SCALE• . SCALE. 1 =200 E .t � ?sax '';,tY`t' �-F;.. a �, a. •.w. � yt��t{ � = tm� 3 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, 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, LATEST EDITION. ALL REFERENCES TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. 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 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 IMTHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 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 -ROBERTSON ENGINEERING AND SURVEYING, 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 GRADING 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. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING 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. 14. 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. 15. MCINTOSH AND ASSOCIATES 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 McINTOSH AND ASSOCIATES. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 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 OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS_) FROM UP OF GUTTER TO UP 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 COMPOSED OF CLASS B 5 SACK CEMENT, MINIMUM CEMENT CONTENT OF 470 LBS./CU. YD., AND 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. 11. WERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 F00T 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%'0, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED NTH 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 ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL FOR LOCAL STREETS SHALL BE EITHER CL 2 AB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK." Q�nsc I oNL7 PuAsc -1.2.01.(1.1 10, /I -/,f -/e/ J� Nr"Ts;- 4-L b-iLl °� Si � . �. 0 � &. =s. I � § Gad COB ASPHALT CONCRETE PAVING NOTES CITY STANDARD PLATES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN "ASPHALT (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) SECTION 39, CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. z 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A CITY FIG. NO. DESCRIPTION CITY STD. NO. DESCRIPTION (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS "AGGREGATE," ® ST -1 CURB AND GUTTER (TYPE -A-,-B- AND "C") ® ST -17 WIDE CROSS -GUTTER (n OF SECTION 39-2.02, OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -18 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY El ST HANDICAP RAMPS GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR ST -3 SIDEWALK -19 gM TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, ® ST -4 RESIDENCE DRIVEWAY ❑ ST -20 PRIVATE STREET GATES UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM v TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION ® ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. _E VLLJ 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE ® ST -6 PAVEMENT PATCHES ® ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING ❑ ST -7 CROSS -GUTTERS ❑ D-10 SIDEWALK UNDERDRAIN SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER W SHALL BE APPROVED BY THE CITY ENGINEER. ❑ ST -8 26 INCH PART CIRCLE CULVERT ® D-11 DRAINAGE BASIN 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE aV)V> FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: ® ST -9 STREET SPECIFICATIONS ® D-14 CATCH -BASIN, TYPE "A" A. A LIST OF AGGREGATE AND ASPHALT SOURCES. ® ST -10 STREET SECTIONS ❑ D-15 CATCH -BASIN, TYPE "A-1" 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 ❑ ST -10A STREET SECTIONS ® D-16 GUTTER DEPRESSIONS SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND a 7 EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST ® ST -11 STREET CROSS SECTIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION 7 RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. ❑ ST -12 ALLEY CROSS SECTION ® SW -5 FRAMES &COVER FOR MANHOLES & CLEANOUTS 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 ® ST -13 SURVEY MONUMENT ® T-1 STREET SIGN, POST TYPE 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 ® ST -14 "STREET LIGHT, MAST ARM TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION 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 ® ST -15 CUL-DE-SACS ® T-12 MINIMUM ACCESS DESIGN 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 ® ST -16 STREET KNUCKLE ® T-34 TRAFFIC SIGNAL INTERCONNECT - WIRING MIX DESIGN. AND PULL BOXES 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE "FIBERGLASS STREET LIGHTS NOT ALLOWED EXISTING PAVEMENT SHALL BE SAW CUT. 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. CALTRANS STANDARD PLANS 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO CARE SHALL BE TAKEN TO AV0ID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT OBTAIN LATEST EDITION THEREOF) SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY CALTRANS STD. PLAN DESCRIPTION ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ® RSP A88A CURB RAMP DETAILS 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. WERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 F00T 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%'0, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED NTH 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 ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL FOR LOCAL STREETS SHALL BE EITHER CL 2 AB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK." Q�nsc I oNL7 PuAsc -1.2.01.(1.1 10, /I -/,f -/e/ J� Nr"Ts;- 4-L b-iLl °� Si � . �. 0 � &. =s. I � § Gad mmmm z 0 (n V gM v N r v _E VLLJ V V W c:jO. CL aV)V> �w� M a 7 7 to M_ Curve Table Curve # Length Radius Tangent Delta C1 46.95' 30.00' 29.83' 89'40'01" C2 47.29' 30.00' 30.17' 90'19'29" C3 31.53' 20.00' 20.12' 90'1959" C4 31.30' 20.00' 19.88' 89'40'01" C5 54.75' 35.00' 34.77' 89'37'49" C6 13.70' 35.00' 6.94' 22'25'35" C7 197.16' 84.00' 200.24' 134'29'00" C8 13.70' 35.00' 6.94' 22'25'35" FC 9}44.49 0 FL 8+78.79 T r O W N REMOVE EX MANHOLE CONSTRUCTION NOTES O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. R 30' C I R I W Q CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. + INSTALL STREET NAME SIGN PER CITY STANDARDS. Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. VA- R--IES2 10' 20' 20' 10' VAS S �3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". R1-1'4- INSTALL R1-1 STOP SIGN W/ STOP BAR. �`P ® CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA SEE C.O.B. STD. DWG. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') -o- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 2' Typ.* MIN. *2q MIN 2 ST -11 FOR SLOPE 0 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 2_ !°-� -�-- PARAMETERS MARKER EXISTING SURVEY MONUMENT - PROTECT IN PLACE. INSTALL W-31 (CA) SIGN WITH OM4-3 . REMOVE AND SALVAGE SIGN WITH "''"i' -•� ' - `+`"-�,"'' 6" TYPE "B" CURB & GUTTER CONSTRUCTION OF ADJACENT TRACT. - - RIGHT-OF-WAY W/ 4.5 WIDE SIDEWALK GRADE LINE EE PLAN VIEW FOR m CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. - �s — SEWER COMPACT UNDER CURB C TY ST NDARDS - -4-M-- - STORM DRAIN STRUCTURAL SECTIONS GUTTER AND SIDEWALK ® ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER I A (TYP.) 6" MIN. TO 90% 09 RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. -�- EXISTING SEWER 60 RIGHT—OF—WAY MAX. DENSITY. 10 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS EXISTING STORM DRAIN A TYPICAL LOCAL STREET SECTION SEE C.O.B. STD. DWG. /' REQUIRED BY CITY OF BAKERSFIELD ENGINEER. ' 1h EXISTING EDGE OF PAVEMENT * NOT TO SCALE 12 CONSTRUCT WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST-4.807TOM ST -11 FOR SLOPE ��3'r PHASE LINE PARAMETERS 13 CONSTRUCT i8'� WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST -4.80170M n ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA a_ w o � a_ UNLESS OTHERWISE NOTED. m 1-,i w ~ OM o m Q _j w ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA Q Z w N c° o N w N N - - - UNLESS OTHERWISE NOTED. zQ Q � d) W N N N N N N N N N N N N N 00 O �p CD p+ o N N � O= M ,� O cD N 0000 dam- O (DD N oi co M O f_0± w tf )Li _j � ± N N W w Ml d' t j u7 to I- I� 00 00 O N N N V) w w �cn to I o 20 20' I f I cn I 6 I I r T Cr . • i 10+00 N00'34'37"W 312.29' _ '��J REMOVE EX SEWER © MAIN AND LATERALS NEW SEWER MAIN EAST OF MANHOLE 00 i W N NEW SEWER MAIN 15 14 0 F-01 1�: -4 00 • w io - - - 627E6 - - - A REMOVE EX SEWER A EX SEWER SYSTEM MAIN AND LATERALS EAST OF MANHOLE F PHASE 1 CA M!10­00—Sim— 0 N CA LN RE AOVE E 3 i SENER ERAL 5Et� {00 W E"RELATEM N T c�G (141 PAINT 12" LIMIT LINE USING THERMOPLASTIC ,i PAINT PER CALTRANS STANDARD SPECIFICATION °° Q w w HORIZONTAL: 1"=50' U,PTH02-ALKYD oc 46.95 .s..._w. co ' _ © VERTICAL: 1"=2' cr N ERNO DRIVE � Q � � � � � ON CURVE Ln U N � IC,4 + C) C) r- o' N a 00 of o CONSTRUCT 0.20' A.C. PAVING OVER W jrj-A o' `° ly o m ro � �w o r� w r- o r � 0 co � v� v� M w o m � w 0.66 CRUSHED AGGREGATE BASE OVER 1.00 NAT. GRID. � V) m Q; w a; 00 o_ w U <C U) ,`nD � tnn .n �.nLn Ln 't ro m ,.n U ,.n p r7 N M to N ro COMPACTED TO 95% MAX. DENSITY rn rn .' 00 � '�' o `" `" TI=4.5 R=14 ... r- N 0) Cp p N N N + Z#:= 00 00 + r- N U) N 00+ + + NO + + m co p N + M N Kil. J r- J OA -t7 —1& 362 ............ .... ..... ........ ........................................................................................................................... ......x..............362 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ././ . . . . . . . . . . . . . • 360 : : : : : : : : : : : : : : : : ........................'............................................EX/STIN.G.OR01-110PRDF/L.E.. ........................: ' .......:.......: :360 . : : : : : : : : A T WEST FL 0WLINE �. .�.. DES/GN FL©WLINE- PROFILE _ +0.23%. `l. - �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . o . _ : —�— !. � _ - - 358 358............ .... ....................... ..... .................... �- + :\.........._.__.____---�.----........--------.............................................. .............. Z co - :...:... .................i ...... . ..:...: :..... —+060%'�......................................................................................................................._.......................:...:...: r o% +02 • 356 :...........+... ..........�+a-2 -.-:..............................................................................................................................................................................................................:356 8+00 9+00 -10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 W } m U m m m m m m 00 am Q 6 00 Q J LL. IQ >6' W REMOVE EX SEWER MAIN AND LATERALS BETWEEN MANHOLES a Z co FC 9}44.49 0 FL 8+78.79 T r O W N REMOVE EX MANHOLE CONSTRUCTION NOTES O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. R 30' C I R I W Q CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. + INSTALL STREET NAME SIGN PER CITY STANDARDS. Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. VA- R--IES2 10' 20' 20' 10' VAS S �3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". R1-1'4- INSTALL R1-1 STOP SIGN W/ STOP BAR. �`P ® CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA SEE C.O.B. STD. DWG. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') -o- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 2' Typ.* MIN. *2q MIN 2 ST -11 FOR SLOPE 0 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 2_ !°-� -�-- PARAMETERS MARKER EXISTING SURVEY MONUMENT - PROTECT IN PLACE. INSTALL W-31 (CA) SIGN WITH OM4-3 . REMOVE AND SALVAGE SIGN WITH "''"i' -•� ' - `+`"-�,"'' 6" TYPE "B" CURB & GUTTER CONSTRUCTION OF ADJACENT TRACT. - - RIGHT-OF-WAY W/ 4.5 WIDE SIDEWALK GRADE LINE EE PLAN VIEW FOR m CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. - �s — SEWER COMPACT UNDER CURB C TY ST NDARDS - -4-M-- - STORM DRAIN STRUCTURAL SECTIONS GUTTER AND SIDEWALK ® ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER I A (TYP.) 6" MIN. TO 90% 09 RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. -�- EXISTING SEWER 60 RIGHT—OF—WAY MAX. DENSITY. 10 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS EXISTING STORM DRAIN A TYPICAL LOCAL STREET SECTION SEE C.O.B. STD. DWG. /' REQUIRED BY CITY OF BAKERSFIELD ENGINEER. ' 1h EXISTING EDGE OF PAVEMENT * NOT TO SCALE 12 CONSTRUCT WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST-4.807TOM ST -11 FOR SLOPE ��3'r PHASE LINE PARAMETERS 13 CONSTRUCT i8'� WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST -4.80170M n ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA a_ w o � a_ UNLESS OTHERWISE NOTED. m 1-,i w ~ OM o m Q _j w ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA Q Z w N c° o N w N N - - - UNLESS OTHERWISE NOTED. zQ Q � d) W N N N N N N N N N N N N N 00 O �p CD p+ o N N � O= M ,� O cD N 0000 dam- O (DD N oi co M O f_0± w tf )Li _j � ± N N W w Ml d' t j u7 to I- I� 00 00 O N N N V) w w �cn to I o 20 20' I f I cn I 6 I I r T Cr . • i 10+00 N00'34'37"W 312.29' _ '��J REMOVE EX SEWER © MAIN AND LATERALS NEW SEWER MAIN EAST OF MANHOLE 00 i W N NEW SEWER MAIN 15 14 0 F-01 1�: -4 00 • w io - - - 627E6 - - - A REMOVE EX SEWER A EX SEWER SYSTEM MAIN AND LATERALS EAST OF MANHOLE F PHASE 1 CA M!10­00—Sim— 0 N CA LN RE AOVE E 3 i SENER ERAL 5Et� {00 W E"RELATEM N T c�G (141 PAINT 12" LIMIT LINE USING THERMOPLASTIC ,i PAINT PER CALTRANS STANDARD SPECIFICATION °° Q w w HORIZONTAL: 1"=50' U,PTH02-ALKYD oc 46.95 .s..._w. co ' _ © VERTICAL: 1"=2' cr N ERNO DRIVE � Q � � � � � ON CURVE Ln U N � IC,4 + C) C) r- o' N a 00 of o CONSTRUCT 0.20' A.C. PAVING OVER W jrj-A o' `° ly o m ro � �w o r� w r- o r � 0 co � v� v� M w o m � w 0.66 CRUSHED AGGREGATE BASE OVER 1.00 NAT. GRID. � V) m Q; w a; 00 o_ w U <C U) ,`nD � tnn .n �.nLn Ln 't ro m ,.n U ,.n p r7 N M to N ro COMPACTED TO 95% MAX. DENSITY rn rn .' 00 � '�' o `" `" TI=4.5 R=14 ... r- N 0) Cp p N N N + Z#:= 00 00 + r- N U) N 00+ + + NO + + m co p N + M N Kil. J r- J OA -t7 —1& 362 ............ .... ..... ........ ........................................................................................................................... ......x..............362 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ././ . . . . . . . . . . . . . • 360 : : : : : : : : : : : : : : : : ........................'............................................EX/STIN.G.OR01-110PRDF/L.E.. ........................: ' .......:.......: :360 . : : : : : : : : A T WEST FL 0WLINE �. .�.. DES/GN FL©WLINE- PROFILE _ +0.23%. `l. - �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . o . _ : —�— !. � _ - - 358 358............ .... ....................... ..... .................... �- + :\.........._.__.____---�.----........--------.............................................. .............. Z co - :...:... .................i ...... . ..:...: :..... —+060%'�......................................................................................................................._.......................:...:...: r o% +02 • 356 :...........+... ..........�+a-2 -.-:..............................................................................................................................................................................................................:356 8+00 9+00 -10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 W } m m m m m m m m m Q 6 < Q W a Z in 0 M W0 Uj W V Q 0 U a 2 Y Q > _ cn W U Z W :2 Z W o m U m U 1 l t=U O a. U jn O 0- W M QZO N S S FY � UX M M - 1 r 1 7 7 r .- r N REVISIONS APPROVED: BLAINE NEPTUNE DATE R.C.E. 55102 (EXP. 6/30/14) MA IAN P. SH DA E R.C.E. 32178 (EXP. 12/31/14) 54.75 WEST FLOWLINE PROFILE e ; E , Z Q QON CURVE 47.29 I� CK 00 ON CURVE U `t Q0 m� w 3Uj Ln 6 Ur U Ep.016 1 o r7 m 0) W p N M a��r c10,Ln +. �Ii_j fi0F Ck SFO a � .2���� (V O UP + 1_ a.N1�- N C° ` ..................362 362 :... ...:...:..:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:.........' ......... ..................... . � N > ....:...:...........:...........:.......:...:...:.......:...:..................................... .... "I .................. .360 LU %..0 360 :... ..:...:..:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...........:...:...:...:...:...:...:. :...:...:.. ...:...:...:...:. i .. �, �qa +a 20% ............ N DESIGN FL 0W1_INE PROF /L : : : : !�, oo : : : W Q SI ON S RPov 2 .... .......: ..............:... ... ............................... -.... �.............:...:...:...:...:...:...:...:...:...:.. :. :....... +0.�% ............:...:... ...........:...:.. ... ��, J. 358 .... ........ ..... . ............. �` . ............ . ' .... ...........: ............................................. _ _ �.� ._ �:� r. ' - ' . ..:...:...:...:...: ,.............. :. . 12/2-I . r:— ''� 'f . �.__ ___----- —. EP UNE � � —. ' _ _ �.. _ --. — - Dft / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` . . T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX/ST/NG GROUND' PROFILE . . . . . . 55'5102- EXP. 6130116 .i : +0.28%. - - J- : : : 356 ... ;.p.5o% ..: . '...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...1..: 356 J 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 W w3: (� 2 9 EAST FLOWLINE PROFILE�� Curve Table Curve # Length Radius Tangent Delta C1 46.95' 30.00' 29.83' 89'40'01" C2 47.29' 30.00' 30.17' 90'19'29" C3 31.53' 20.00' 20.12' 90'19'59" C4 31.30' 20.00' 19.88' 89'40'01" C5 54.75' 35.00' 34.77' 8937'49" C6 13.70' 35.00' 6.94' 22'2535" C7 197.16' 84.00' 200.24' 134'29'00" CS 1 13.70' 1 35.00' 6.94' 1 22'25'35" U Q m 00 00 J `9x • �G REMOVE EX SEWER MAIN AND LATERALS BETWEEN MANHOLES co FC 9 44 .49 O FL 8+78.79 r O W N REMOVE EX MANHOLE ' 30' VA-- RtEs? 10' 20' 9 2' TYP. MIN - GRADE LINE TYPICAL 10+00 m Q F - 00W d- W 4- Q vZi N v 0 00 ry U w Ln 4 Ln v C tD N + N CONSTRUCTION NOTES O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. /L R/W Q CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1. -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. Q CONSTRUCT 4.5 WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. -e- INSTALL TRAFFIC SIGN PER CITY STANDARDS. 20' 10' �P+, vAR ES Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". R1_1 INSTALL R1-1 STOP SIGN W/ STOP BAR. ® CONSTRUCT WIDE CROSS GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA <> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. SEE C.O.B. STD. DWG. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') * 27 -ST -11 FOR SLOPE -CO- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 2MIN_ � � Q CONSTRUCT TYPE A CATCH BASIN PER C.O.B. STD. DWG. N0. D-14 PARAMETERS O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Q INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER. REMOVE AND SALVAGE SIGN WITH 6" TYPIC "B" CURB &GUTTER CONSTRUCTION OF ADJACENT TRACT. - - - RIGHT-OF-WAY W/ 4.5 WIDE SIDEWALK EE PLAN VIEW FOR ED CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. - -Os - - SEWER STRUCTURAL SECTIONS COMPACT UNDER CURB, Q ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. - - -®- - - STORM DRAIN GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% Q RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. EXISTING SEWER 60' RIGHT-OF-WAY MAX. DENSITY. 10 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS - - - - -- EXISTING STORM DRAIN AL STREET SECTION SEE C.O.B. STD. DWG. REQUIRED BY CITY OF BAKERSFIELD ENGINEER. '�' '�' EXISTING EDGE OF PAVEMENT * NOT TO SCALE ST -11 FOR SLOPE 12 CONSTRUCT 20' WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. PHASE LINE PARAMETERS Q CONSTRUCT 38' WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. 0 ALL PLAN- VIEW STATIONING IS BASED ON CENTERLINE DATA Of d E ry UNLESS OTHERWISE NOTED. m < z I - m Q _j w ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA m Q w N 3: W N N UNLESS OTHERWISE NOTED. 00 Z Q= Ln W Ln Ln N N N N N N N N N C14N N Q N Q = N N rn t)' rn ay O O di ti a) Qj rn 0; + M U-) O O N 00 It O (D N DO K) O to W + + + + + + + + + + + + + + + N W N W W ff) n 't d Lo 07 to r- r- 00 00 0) O O rN N �co � I 00 20'� 20' � I � ER 11 I Z CA �•� CTS -P 13 13 W IV -' O co co -I 4m U� -P N NIS 0Ln0 - - - 3 87' / N12 -_ 12- - - --- - -N - -- 12 -- - ' t 22+ 9.55 -i - - NOO'34'37"W 312.29' 4 I i r + r 8 N003437"W 927.34' $ 7 I 2 I $ +� _ 1 -�- 11 12 1 j - - - 14 - - - 15 - - - - 1 -- �-- ---- 7 1 -- 1 -- --� _ ._ 0--- 2 _ _ _ 21 I 22 o REMOVE EX SEWER REMOVE EX SEWER 627E6 N MAIN AND LATERALS MAIN AND LATERALS EX SEWER SYSTEM N aI un NEW SEWER MAIN EAST OF MANHOLE NEW SEWER MAIN - EAST OF MANHOLE 3 O 1 r7 PHASE 1 + + -z�...- N PAINT 12" LIMIT LINE USING THERMOPLASTIC ' PAINT PER CALTRANS STANDARD SPECIFICATION VITTORIO DRIVEHORIZONTAL: 1"=50' PTH02-ALKYD VERTICAL: 1"=2' 46.95' CONSTRUCT 0.20' A.C. PAVING OVER ON CURVE U N U Ln N + U U � N 00 0' 0 m J W OI O w U r- n d U cfl 0.66 CRUSHED AGGREGATE BASE OVER 1.00 NAT. GRD. co o to � m 10 Q W r ❑- to co m -� r- W r COMPACTED TO 95% MAX. DENSITY m w ci °�°� 00� U� L6 7�� oIt � eq NMcq n TI=4.5 R=14 mn n r�, N 0) t6 O (V Lq N + � 00 00 + r- N Lo 04N m m ++ `- + + + J U 00 O 04 + Li J -j N LL J Li.' LL_ 362 ............ ....................................... ...................... ........ ................................................................................................. ......................... ...... .....................362 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . 360 : ..:...:... : : : : : : ..: : :... .. ...: ...........................................................................�EXJSTING.OROUN©.PROF/L.E. . . . . . . . . . . . . . . . . . . . . . . . . V.�/....................:360 AT WEST FL0WLINE DESIGN FL0WLINE PROFILE --1% 358:...:...:... ...: .:...:.. __ _.___---- ___- _: --• y :358 . . � �..� �. o . \ _ .` _ _ _ - -../. . . . . . . . . . . . . . . . . . . . . . . . . .... ... ................... //. +°60%. :.......:...:...:...... : : : :...... : : : :.......:.......: : :...... : : : :.......: : :...... +0.20% ...: -1 356 ' ... ' ...:... +e. 0 ' ..�.:...:. +Q.20� _ +0 2°� ........................................................................................................................................................................................................................356 8+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 21 +00 22+00 23+00_ 54.75' WEST FLOWLINE PROFILE ON CURVE 47.29' r ON CURVE Nct� .: 0_ U � tr m co W ' In (o r Q' 00 r r7 t0 U U - O rrl O m t0 �= f.; a;, ,F'� .�o, LC) _ co po r7 N O M d►rL -17-16 + 1, 21)� 41 i18 04�7 362 .... ................................................................................................................................................................................... ..... ...................36 2 • .... ................................................................................................................................................................................... ..... �.................. 360 .... .......:..................................: :. .: .:. ..... .... ... .. ...... .... ...... .. ................................................................................... i y:+a2o�............ 60 ' DES1G/V FL ORILINE pROF1L .... ....... ............. '-.._..........................................................#0.28�...................,..!/.`- :.. J. 358 . . . . . . . a �" . . . . . . . . . . . . . . �. w . . ! / / i . . . . \.` . . ; F0.28%. . . . . . . . . . . . . . . I r . . . . . . .. f ` -' EXISTING GROUND' PROF/LE Y . . j .+0.28% . . . . . . . . . . . . : _. _ l .. A r EA$t �lOyl�L%N� 'H +O 356 .... =...............................................................................................................................................................................................................356 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 S -b o*►W EAST FLOWLINE PROFILE RECORD DRAWING m mmm U) Z 0 i; U) W v w m W 2 ME 0 O - UC> U U V d W Ch� O d aa..SS � it � <T T rn Y R►ES R/W U m Ln N rn + rn J 10' 0 TRACT 6553 IMPROVEMENTS UNDER CONSTRUCTION Ln Z W W 30' C 20' 1 20' �-- 2' TYP. GRADE LINE �SEE PLAN VIEW FOR STRUCTURAL SECTIONS 60' RIGHT-OF-WAY n TYPICAL LOCAL STREET SECTION U m Cn O TRACT 7222 PHASE 2 13 LO 0 + 13 1 N 0 &8 8 F • 89'05� 24 W1-F- cD 8C 8 014 12+12.46 I 15 Piz N cj N + r L.� NOT TO SCALE 1\ R/W 10' V A�rc'.L= �;1 * SEE C.O.B. STD. DWG. 27- ST -11 FOR SLOPE PARAMETERS '---6" TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. �vv REVISIONS APPROVED: 2-5- BLAINE NEPTUNE DATE R.C.E. 55102 (EXP. 6/30/14) All .� SHA MA IAN P. DA RCE 32178 (EXP 12/31/14) m PHASE 1 W + z of w -N- + LL m MESTO WAY _j CONSTRUCT 0.20' A.C. PAVING OVER 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. HORIZONTAL: 1"=50' COMPACTED TO 95% MAX. DENSITY Curve Table Curve # Length Radius Tangent Delta C3 EX SEWER 20.12' 90'19'59" N 31.30' lI 19.88' I C5 54.75' 35.00' 34.77' N C6 13.70' 35.00' 6.94' 22'25'35" I� W 84.00' 200.24' 134'29'00" C8 2 35.00' N 22'25'35" C9 38.46' Q 21.43' N I 188.02' ry 0- M II C11 7.09' I 3.56' �I I3 C12 31.42' 20.00' 20.00' M C13 31.42' _ 20.00' 90'00'00" M1 36 UjUj m PHASE 1 W + z of w -N- + LL m MESTO WAY _j CONSTRUCT 0.20' A.C. PAVING OVER 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. HORIZONTAL: 1"=50' COMPACTED TO 95% MAX. DENSITY Curve Table Curve # Length Radius Tangent Delta C3 31.53' 20.00' 20.12' 90'19'59" C4 31.30' 20.00' 19.88' 89'40'01" C5 54.75' 35.00' 34.77' 89'37'49" C6 13.70' 35.00' 6.94' 22'25'35" C7 197.16' 84.00' 200.24' 134'29'00" C8 13.70' 35.00' 6.94' 22'25'35" C9 38.46' 35.00' 21.43' 62'57'52" C10 188.02' 42.00' 53.28' 256'30'02" C11 7.09' 30.00' 3.56' 13'32'10" C12 31.42' 20.00' 20.00' 90'00'00" C13 31.42' 20.00' 20.00' 90'00'00" 17 U 0_ 00 ai 00 + 00 J LL_ U W m + 00 LL W N') o' 0 W LL] O � z D' W �� fl I 2 1 1( EX MH TO BE REMOVED18 F I / REMOVE EX SEWER MAIN AND LATERALS BETWEEN MANHOLES / 19 �A- _ Cx �? VERTICAL: 1 "=2' TI=4.5 R=14 54 75' Cr)xa' 00 N �_ kv U d 6 Z I� m r, --i r, rn W In Ln tl Ln �Mj�'. 6M cOr D -a 00 + N \ V\ M ,� + Z_ 360.... cLai" .......... 360 FL 0WL/ EPROF/GE 358:... 358 356 :...:...:.. F (1s - TING • GROUND PROFILE• • • . • • .. 356 AT SOUTH FL0WLINE 354 ..................................... 354 10+00 11+00 12+00 NORTH FLOWLINE PROFILE N A 31.30' rn wLr) ON CURVE 07 LLI O" a\ �p 0_ 0' N H mM W � N S^ Purl \� ,n O m z ., o w > j + 360 .... m • 1 z� �- ..... ..... ... .... 360 .... ..v� ... ..... ... ......... DE270N 358 ; , FL WLINE;PROFr4E : 358 356 : . . . : . . . : . . EXfST1YVG • GROUND PROF/LE• • • • • • : 3 5 6 AT SOUTH FL0KINE ' 354 ..................................... 354 10+00 11+00 12+00 SOUTH FLOWLINE PROFILE IY U W L Q0 4 + O m U d- r` O + 0 CONSTRUCTION NOTES Q CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. -+- � � 1 INSTALL STREET NAME SIGN PER CITY STANDARDS. Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE „ A. " -v- INSTALL TRAFFIC SIGN PER CITY STANDARDS. Q CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA R1-1 INSTALL R1-1 STOP SIGN W/ STOP BAR. N UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') -� INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 -<D- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. Q OMITTED O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 7� CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. SIO. DWG. ST -4. - RIGHT-OF-WAY ® ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. - -OO - - SEWER MAIN Q RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. - - --a- - - STORM DRAIN MAIN 10 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. -t~s}- EXISTING SEWER 11 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER. REMOVE AND SALVAGE SIGN WITH EXISTING STORM DRAIN CONSTRUCTION OF ADJACENT TRACT. Lj m 12 CONSTRUCT , WIDE DRIVE APPROACH PER C.O.B. SIO. DWG. ST -4. 13,pTTom A/ '�' EXISTING EDGE OF PAVEMENT 13 CONSTRUCT WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. PHASE LINE 36 UjUj ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. EX STORM DRAIN PIPE TO BE I CAPPED 10' NORTH OF RW. REMOVE EX STORM DRAIN NORTH OF CAP. EX SEWER PIPE TO BE j TRACT 7222 CAPPED AND REMOVED EX STORM PHASE 1 NORTH OF MANHOLE ( DRAIN a A 12 1 ZN -}; 27C8 12 N - 10 2 L 8 8 8 12 -- -- -- 1 4 2 15+0 r l i t 2 -�-501.- - - I 2 r` (6 M + M ;ACT 722"?3 3 PHASE 2 r 25 26 L olI� Q + W Of W 0_ m �Q = � W It m M -W ED = W LO CALLADO LANE 16 _-- 298.14 m 0 N 0 N 30 U U m Of I'7 00 0 ,+ + m m «« 0 m � F- cn � � 1 N 1 � - M 8N N U w ep 0 z LL_8 Q J o Lj U 16 ¢ Z 3wt to r O to v N ix 'm Lj m 0 Z 0 UjUj 2 21 22 23 N W 24 i; a -4- m 0 d O O U O (0 - (D Lo O + C + `- N + N + `- S Z i- �± PHASE 1 J LL W V Z H p r` (6 M + M ;ACT 722"?3 3 PHASE 2 r 25 26 L olI� Q + W Of W 0_ m �Q = � W It m M -W ED = W LO CALLADO LANE 16 _-- 298.14 m 0 N 0 N 30 U U m Of I'7 00 0 ,+ + ON CURVE CONSTRUCT 0.20 A.C. PAVING OVER -N- 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. I COMPACTED TO 95% MAX. DENSITY o v 0 0 m U 00 Ix '- `-:qtz N m O 0 - O S W (0 U `r m r7 TI=4.5 R=14 of moo a Lo In I`°n W � `� L`Dn HORIZONTAL: 1 "=50' _ n ro 0° "�' od o K' LO M VERTICAL: 1"=2' O 14- + r� O ++ 00 O + r1 J J ' i-� LL 360 ................................ 1. 360 . : .. :. .. : : .. . . . . . . . : . . . . . . . . . . .. . . .. .. . . .. . . . . .. .. .. . . .. . . . . . . . . . . . . . . . . EX/-5TJNG GRQU10. PROFILE . . . . . . . . . . . . ' . . . . . . . . AT NORTH FLOKINE ! : 358: ...: . Df -SIGN FL OWL/NE PROF/LE :...:...:...:....................... ;.........� .............. +0.�5% .......+0.257....... 358 -- --- - _ m m «« 0 m � F- cn � � 1 N 1 � Ll M N U w ep 0 z LL_8 Q J o Lj U W 00 ¢ Z 3wt to w p ON CURVE CONSTRUCT 0.20 A.C. PAVING OVER -N- 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. I COMPACTED TO 95% MAX. DENSITY o v 0 0 m U 00 Ix '- `-:qtz N m O 0 - O S W (0 U `r m r7 TI=4.5 R=14 of moo a Lo In I`°n W � `� L`Dn HORIZONTAL: 1 "=50' _ n ro 0° "�' od o K' LO M VERTICAL: 1"=2' O 14- + r� O ++ 00 O + r1 J J ' i-� LL 360 ................................ 1. 360 . : .. :. .. : : .. . . . . . . . : . . . . . . . . . . .. . . .. .. . . .. . . . . .. .. .. . . .. . . . . . . . . . . . . . . . . EX/-5TJNG GRQU10. PROFILE . . . . . . . . . . . . ' . . . . . . . . AT NORTH FLOKINE ! : 358: ...: . Df -SIGN FL OWL/NE PROF/LE :...:...:...:....................... ;.........� .............. +0.�5% .......+0.257....... 358 -- --- - _ } M m m «« 0 m � F- cn r, p N D Q V, N M N U w ep 0 z LL_8 Q J o Lj U W 00 ¢ Z 3wt to w p O to v N ix 'm Lj m 0 Z } M m m «« m m W m ¢ Z w p 0 Z UjUj N W i; 0 O Y a S Z i- N W V Z H p Z m W p �.3 V U I v um c_> 1, °L N�Sw Uj LU W M t2 w ~ � t2 It I I I N CD 356:...: +o.so�� F6.25%. : DES/GN FLOKINE PROF/LE . Z 00 �:._0.20� _ ......................................................'356 a .............................................••.................:.a. ..:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:.. .. ...'... ...'...'...:...:...' J r Z 354: ... ....... ............... ....... ....... ....... ....... ....... '354 W p 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 Z j NORTH FLOWLINE PROFILE W Q = v31.42' 31.42' 9 v r` 0.4- ,n N ON CURVE ON CURVE W Old m r` rr FY L W r7 �----) I------� U o U U o co a (fl m co co M � 00 03- IDENTICAL o�oLn �L �L N� �o ���� ��� r7� mL0 o_� POINT } r7 m mr W �m� W z� �I'7 �M h`')r7 O W O �Orrl 7 M j 0 00 N 00 + + > + 00 r+ 00 + N 0i 360...... � + L C ............................................................ .... ... o................... �.�............... ... ....... ... 360 - W .......... .. ........................... ... :...:. ................................ W:-�_.EXrSliNG .G2o[IND. PROFrL E . .. J .: AT SOUTH FLOWLINE W U 358 : . . . . - _ . EXIS :TING GROUND' PROFILE : : : : : : : : : : : : : : : : : L• INE A T SOUTH FLOW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c' li � ^ ` W Q N ��.. 0.51% � - ,�' c .C;\5`. ";, ' +0.51��-_` _---- - '% - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.20% --�O.Z77.. No. 356......', - A Ex V ° 0 _i . . . . . . . . . . . . . . . . . r-. . . . . . . . . . . . . . . . . . . _... Y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �E1 ,G 3. may. OF CAO� 354............................................................:...:...:...:...:...................................................:.?5.....oN............................ .... :354QKs� w r 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 `Ary SOUTH FLOWLINE PROFILE ov R/W 30, A -RIES 10' 1 20' �2' TYP. - 2% GRADE LINE U m U Ln z N Cn O rn > + 0)U +(y TRACT 7222 W Z PHASE 2 w m 13 2 N ` � 13 1 TRACT 6553 IMPROVEMENTS UNDER CONSTRUCTION 0 � 89�!D0524 W1I t -F- A "SEE PLAN VIEW FOR STRUCTURAL SECTIONS 60" RIGHT-OF-WAY AL STREET SECTION W o 00 >� -4-- J r,� ry �- Ln O LLJ r7Ld N O= (N min + OW �= W L >� NOT TO SCALE N VERTICAL: 1 "=2' 1 N Length N Tangent 1711- W 31.53' 20.00' I- Q U = d 19.88' R 10' V A_ SEE C.O.B. STD. DWG. 27- ST -11 FOR SLOPE PARAMETERS 6" TYPIC. "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK �- COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. w F- nd- N 13 2 1 i to 1 EX SEWER 014 01 N cNi 12+12.46 �r i � II 15 M MI i of PHASE 1 U m 6 -N- + MESTO WAY� CONSTRUCT 0.20' A.C. PAVING OVER 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. HORIZONTAL: 1"=50' COMPACTED TO 95% MAX. DENSITY Curve Table VERTICAL: 1 "=2' Curve # Length Radius Tangent Delta C3 31.53' 20.00' 20.12' 90'19'59" C4 31.30' 20.00' 19.88' 89'40'01" C5 54.75' 35.00' 34.77' 89'37'49" C6 13.70' 35.00' 6.94' 22'25'35" C7 197.16' 84.00' 200.24' 13429'00" C8 13.70' 35.00' 6.94' 22'25'35" C9 38.46' 35.00' 21.43' 62'57'52" C10 188.02' 42.00' 53.28' 56'30'02" C11 7.09' 30.00' 3.56' 13'32'10" C12 31.42' 20.00' 20.00' 90'00'00" C13 31.42' 1 20.00' 1 20.00' 90100'00" U U of W o_ 00 00 d L6 a; r` 00 00 00 J J L_ L.j__ 17 f 2 EX MH TO -` BE REMOVED18 ! \ l REMOVE EX SEWER MAIN AND LATERALS BETWEEN MANHOLES / 19 �A 11) CX J > rq W W �cn W _W > U) lI cr U w Ln c0 Lo + O 627C8 CONSTRUCTION NOTES EX SEWER PIPE TO BE CAPPED AND 'REMOVED NORTH OF MANHOLE 0 N -+ �- -{- CII -11 VERTICAL: 1 "=2' ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. Q CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1. (D -N- r �k• C° t4) T + INSTALL STREET NAME SIGN PER CITY STANDARDS. 02 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 1 U U z0)< Q _1w_ INSTALL TRAFFIC SIGN PER CITY STANDARDS. Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE W. � � R1-1 INSTALL R1-1 STOP SIGN W/ STOP BAR. ® CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA a OU UNDER CROSS -GUTTERS AND A MINIMUM OF 1 EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1) -0- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 _e- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. Q OMITTED O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. M7 CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. - RIGHT-OF-WAY ® ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. - - SEWER MAIN Q RELOCATE POWER POLES - COORDINATE WITH U11UTY OWNER. - - -©- - - STORM DRAIN MAIN 10 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. --- -ids EXISTING SEWER 11 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER. REMOVE AND SALVAGE SIGN WITH - -- -C?- -~ -- EXISTING STORM DRAIN CONSTRUCTION OF ADJACENT TRACT. r7 a Q0 W 1h At EXISTING EDGE OF PAVEMENT F1_2FI CONSTRUCT 20' WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. „ , HORIZONTAL: 1"=50' � Fl -31 CONSTRUCT 38' WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. N�j PHASE LINE EX SEWER PIPE TO BE CAPPED AND 'REMOVED NORTH OF MANHOLE 0 N -+ �- -{- CII -11 VERTICAL: 1 "=2' TI=4.5 R=14 Q co (D -N- r �k• C° t4) T MN 0 _ o_ ON CURVE 1 U U z0)< Q U. 1 � 1 21 22 � � � �� �_ a OU �No cy) 0 O + o o + mn + LL_ wQ0 S 1� 1 W J + TI=4.5 R=14 a W -1 I ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. EX STORM DRAIN PIPE TO BE ICAPPED 10' NORTH OF RW. REMOVE EX STORM DRAIN NORTH OF CAP. TRACT 7222 I 4 PHASE 1 f EX STORM DRAIN 898�E 1- 4` r M_ 2 15+0 - 8 1 298.44' RACT 722 PHASE 2 24 25 26 (6 C6 � rn CALLADO LANE # Q W W Q :I-- ry m V) W W D__ W cn 28 U cn O Qo r- 0 N LL U O d z cn M r7 o -q- 4 4 O 00 �00 i 1 1 1 ............ 1 1 t* \ 1 1 17 18 N ;18*0. N 29 30 m O rn + r, VERTICAL: 1 "=2' TI=4.5 R=14 r` r` co (D -N- C° t4) T MN + + _ o_ ON CURVE 1 U U m O rn + r, r z 360.... Ld m.................. ... .... ..... 360 FLGWL/NE.PROF/GE 358.... ............. ........... 358 0.27% 356 :...:...:.. EX/s77AIG • GROUND PROF/LE.......: 356 AT SOUTH FLOWL/NE 354 ..................................... 354 10+00 11+00 12+00 NORTH FLOWLINE PROFILE 'n t- N °Ln° z n 31.30' °' LU or; ON CURVE O bj > 0= m 00 Of N O r U () N U = m � W � Ln z W + 360.... m........ ... ......... 360 Df-SICN 358;,._ .FL!.wL/Nf PROF/4E• ................. 358 -0.25% • -0.24% j} c. 356 :...:...:.. EXISTING • GROUND PROFILE• • • � • • • : 356 A T SOUTH FLOWLINE ..................................... 354 ..................................... 354 10+00 11+00 12+00 SOUTH FLOWLINE PROFILE O + + J O O Li J J 360 ................................ ........ ........................................................................................... , - LL_ .J................ 360 . . . .. .. .. . . . . .. : . .. .. .. . .. .. . . : . . . . .. .. .. .. . .. . . . . . .. .. .. .. . . . . .. . . . . .. .. .. . . . . . . . . Eil/STING GRQUND. P.f20F/LE :. . . . . . .. . . . . .: .. .. .. .. .. .. .. . . AT NORTH FL OWLINE / S/GN FLOWLINE PROFILE - Df ' 358 :...:...:...:...:...:...:....... .......: ..... ............................................. .............. .......... . .....:...:......... .......... :358 +0.�5%' \ / .+0.25% . .\..... i ............................................ .... `•+0~` 5� - - -•- - - - -•- - DES/GN FLOWL/NE PROF/LE 356 :...:.......:...:...:.......:.......:.. 0.20--.........`............................................................---.....................................................'356 �'_- 354: ...:...:...:...:...:...:...:...:...:.......:.......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:354 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NORTH FLOWLINE PROFILE 31.42' 31.42' ON CURVE ON CURVE Ud Ur` - ULn UN UO U,= 00- IDENTICAL m a- c6 w ca o'��co o'��cn N m 00 Cl_ a_ POINT 00 Ln to Ln N Ln Urn U d- U d- U H co rn Ln �r7 �M nNO mr41�`� m� W�m� W Z� � � W r7 � � � 00 Lo c6 U d r� r� M � r j oo O d Ln + 00 00 r- r` W + 00 � °° 000 0 6 O a+o _l r + + Of r J Li J O �t In o_ / Li J + r / L.- _j J 360.......... .. ...........................� ............................................................ .... ... o...................�.� f .... .......� ... 360 Z. i W / .......... .. ............................................................ .... .................. ~-£.X/STW/-GROOND.PROF/J_E. A T SOUTH FLOWLINE EXISTING GROUND. PROFILE 358' . . . . . . . . . . - `. . . A T SOUTH. FLOWLINE . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . t .257.. \• - _, / /. +0:20% \ . . . . : . . . :. . • . . _ . . _ . . .. .. .: . . .: .. .: . . . : .. .. .. .. . � . . - - - .: . . .: . . . : . . . : .. . : . . . : . . :�: . . . : . . . : .. .DES/GN FLOWLINE RROFI. E y,�� � : . . . o. 3` +0.20 - +0.27. - i c VZ Q J rn O M cn H O N Q'04 (o a �r i V O Z i Z LL a = v co 3w((o a co o C/) N W m NIS Ym II CL v t j o W 0 m VERTICAL: 1 "=2' TI=4.5 R=14 54.75' co CONSTRUCT 0.20' A.C. PAVING OVER -N- � T MN CL _ o_ ON CURVE 1 W 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. z0)< Q U) 1 � 1 1 1 � � � � �� �_ a COMPACTED TO 95% MAX. DENSITY �No O U m 04 mn LL_ wQ0 S 1� 1 41ZmN1 ' TI=4.5 R=14 a 1 i ti I �� U + m 1� r z 360.... Ld m.................. ... .... ..... 360 FLGWL/NE.PROF/GE 358.... ............. ........... 358 0.27% 356 :...:...:.. EX/s77AIG • GROUND PROF/LE.......: 356 AT SOUTH FLOWL/NE 354 ..................................... 354 10+00 11+00 12+00 NORTH FLOWLINE PROFILE 'n t- N °Ln° z n 31.30' °' LU or; ON CURVE O bj > 0= m 00 Of N O r U () N U = m � W � Ln z W + 360.... m........ ... ......... 360 Df-SICN 358;,._ .FL!.wL/Nf PROF/4E• ................. 358 -0.25% • -0.24% j} c. 356 :...:...:.. EXISTING • GROUND PROFILE• • • � • • • : 356 A T SOUTH FLOWLINE ..................................... 354 ..................................... 354 10+00 11+00 12+00 SOUTH FLOWLINE PROFILE O + + J O O Li J J 360 ................................ ........ ........................................................................................... , - LL_ .J................ 360 . . . .. .. .. . . . . .. : . .. .. .. . .. .. . . : . . . . .. .. .. .. . .. . . . . . .. .. .. .. . . . . .. . . . . .. .. .. . . . . . . . . Eil/STING GRQUND. P.f20F/LE :. . . . . . .. . . . . .: .. .. .. .. .. .. .. . . AT NORTH FL OWLINE / S/GN FLOWLINE PROFILE - Df ' 358 :...:...:...:...:...:...:....... .......: ..... ............................................. .............. .......... . .....:...:......... .......... :358 +0.�5%' \ / .+0.25% . .\..... i ............................................ .... `•+0~` 5� - - -•- - - - -•- - DES/GN FLOWL/NE PROF/LE 356 :...:.......:...:...:.......:.......:.. 0.20--.........`............................................................---.....................................................'356 �'_- 354: ...:...:...:...:...:...:...:...:...:.......:.......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:354 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NORTH FLOWLINE PROFILE 31.42' 31.42' ON CURVE ON CURVE Ud Ur` - ULn UN UO U,= 00- IDENTICAL m a- c6 w ca o'��co o'��cn N m 00 Cl_ a_ POINT 00 Ln to Ln N Ln Urn U d- U d- U H co rn Ln �r7 �M nNO mr41�`� m� W�m� W Z� � � W r7 � � � 00 Lo c6 U d r� r� M � r j oo O d Ln + 00 00 r- r` W + 00 � °° 000 0 6 O a+o _l r + + Of r J Li J O �t In o_ / Li J + r / L.- _j J 360.......... .. ...........................� ............................................................ .... ... o...................�.� f .... .......� ... 360 Z. i W / .......... .. ............................................................ .... .................. ~-£.X/STW/-GROOND.PROF/J_E. A T SOUTH FLOWLINE EXISTING GROUND. PROFILE 358' . . . . . . . . . . - `. . . A T SOUTH. FLOWLINE . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . t .257.. \• - _, / /. +0:20% \ . . . . : . . . :. . • . . _ . . _ . . .. .. .: . . .: .. .: . . . : .. .. .. .. . � . . - - - .: . . .: . . . : . . . : .. . : . . . : . . :�: . . . : . . . : .. .DES/GN FLOWLINE RROFI. E y,�� � : . . . o. 3` +0.20 - +0.27. - i c VZ Q J rn O M cn H O N Q'04 (o a �r i V O Z i Z LL a = v co 3w((o a co o C/) N W m NIS Ym II CL v t j o W 0 m VERTICAL: 1 "=2' TI=4.5 R=14 54.75' co CONSTRUCT 0.20' A.C. PAVING OVER -N- � T MN CL _ o_ ON CURVE W 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. z0)< Q U) LU = � � � � �� �_ a COMPACTED TO 95% MAX. DENSITY �No O U m rnwL) mn LL_ wQ0 S U� 41ZmN1 TI=4.5 R=14 a Ln �Ln �� U + m r7 N r7 a Q0 W (o Lo U � ,n „ , HORIZONTAL: 1"=50' � Ln '� O m N�j 00 O ro cd O `�' Ln r M VERTICAL: 1 "=2' V + + N o � + + Uj 2 W r- + Z O 00 r z 360.... Ld m.................. ... .... ..... 360 FLGWL/NE.PROF/GE 358.... ............. ........... 358 0.27% 356 :...:...:.. EX/s77AIG • GROUND PROF/LE.......: 356 AT SOUTH FLOWL/NE 354 ..................................... 354 10+00 11+00 12+00 NORTH FLOWLINE PROFILE 'n t- N °Ln° z n 31.30' °' LU or; ON CURVE O bj > 0= m 00 Of N O r U () N U = m � W � Ln z W + 360.... m........ ... ......... 360 Df-SICN 358;,._ .FL!.wL/Nf PROF/4E• ................. 358 -0.25% • -0.24% j} c. 356 :...:...:.. EXISTING • GROUND PROFILE• • • � • • • : 356 A T SOUTH FLOWLINE ..................................... 354 ..................................... 354 10+00 11+00 12+00 SOUTH FLOWLINE PROFILE O + + J O O Li J J 360 ................................ ........ ........................................................................................... , - LL_ .J................ 360 . . . .. .. .. . . . . .. : . .. .. .. . .. .. . . : . . . . .. .. .. .. . .. . . . . . .. .. .. .. . . . . .. . . . . .. .. .. . . . . . . . . Eil/STING GRQUND. P.f20F/LE :. . . . . . .. . . . . .: .. .. .. .. .. .. .. . . AT NORTH FL OWLINE / S/GN FLOWLINE PROFILE - Df ' 358 :...:...:...:...:...:...:....... .......: ..... ............................................. .............. .......... . .....:...:......... .......... :358 +0.�5%' \ / .+0.25% . .\..... i ............................................ .... `•+0~` 5� - - -•- - - - -•- - DES/GN FLOWL/NE PROF/LE 356 :...:.......:...:...:.......:.......:.. 0.20--.........`............................................................---.....................................................'356 �'_- 354: ...:...:...:...:...:...:...:...:...:.......:.......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:354 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NORTH FLOWLINE PROFILE 31.42' 31.42' ON CURVE ON CURVE Ud Ur` - ULn UN UO U,= 00- IDENTICAL m a- c6 w ca o'��co o'��cn N m 00 Cl_ a_ POINT 00 Ln to Ln N Ln Urn U d- U d- U H co rn Ln �r7 �M nNO mr41�`� m� W�m� W Z� � � W r7 � � � 00 Lo c6 U d r� r� M � r j oo O d Ln + 00 00 r- r` W + 00 � °° 000 0 6 O a+o _l r + + Of r J Li J O �t In o_ / Li J + r / L.- _j J 360.......... .. ...........................� ............................................................ .... ... o...................�.� f .... .......� ... 360 Z. i W / .......... .. ............................................................ .... .................. ~-£.X/STW/-GROOND.PROF/J_E. A T SOUTH FLOWLINE EXISTING GROUND. PROFILE 358' . . . . . . . . . . - `. . . A T SOUTH. FLOWLINE . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . t .257.. \• - _, / /. +0:20% \ . . . . : . . . :. . • . . _ . . _ . . .. .. .: . . .: .. .: . . . : .. .. .. .. . � . . - - - .: . . .: . . . : . . . : .. . : . . . : . . :�: . . . : . . . : .. .DES/GN FLOWLINE RROFI. E y,�� � : . . . o. 3` +0.20 - +0.27. - i c VZ Q J rn O M cn H O N Q'04 (o a �r i V O Z i Z LL a = v co 3w((o a co o C/) N W m NIS Ym II CL v t j o W 0 m mmm Z co � T Z CL co J W In z0)< Q U) LU = -j U CLW z a N �No O Y S w N U W �- U O N r V � V Uj 2 W Z (n R LU -!2 356 :...:...:...:...:...:...:. _+o2pq/.:...:...:.° -.- -.- y. ..:`.-...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:.. ..I ..:.....�.�a � Caw ....................................................................................................................................................... .................. 354 ....................................... ........................................................................................................... ?J4..1.�.213�4f11tl bhfLvi ........: � 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 ..� - ��� �AdN IL SOUTH FLOWLINE PROFILE Z co � T Z CL co J W In z0)< Q LU = -j U CLW O a N �No w WQ 356 :...:...:...:...:...:...:. _+o2pq/.:...:...:.° -.- -.- y. ..:`.-...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:.. ..I ..:.....�.�a � Caw ....................................................................................................................................................... .................. 354 ....................................... ........................................................................................................... ?J4..1.�.213�4f11tl bhfLvi ........: � 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 ..� - ��� �AdN IL SOUTH FLOWLINE PROFILE R/W Vq---RIES ? 10' -9 30' C 20' ,�2-MIN `-SEE PLAN VIEW FOR STRUCTURAL SECTIONS 60' RIGHT-OF-WAY LOCAL STREET SECTION NOT TO SCALE z(n Wz ww m� w mo 6 0 0 + 0) J Li TRACT 6553 IMPROVEMENTS UNDER CONSTRUCTION 10' VAKIt3 SEE C.O.B. STD. DWG. 2 S `I FOR SLOPE PARAMETERS >-----6- 4 5� WIDE CSIDEWALK UTTER COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. pp Go m N Or, +00 + 00 N 00 00 LL- + M o+ + + 10 + 9 8 7 �3 t 16 I Curve Table Curve # Length Radius Tangent Delta C14 31.42' 20.00' 20.00' 90'00'00" C15 31.42' 20.00' 20.00' 90'00'00" C16 27.13' 35.00' 14.29' 44'24'55" C17 197.06' 42.00' 42.87' 268'49'50" C18 27.13' 35.00' 14.29' 44'24'55" C19 31.42' 20.00' 20.00' 90'00'00" C20 31.42' 20.00' 20.00' 90'00'00" CONSTRUCTION NOTES Q CONSTRUCT 6" CURB 8c GUTTER PER C.O.B. STD. DWG. ST -1. ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. + INSTALL STREET NAME SIGN PER CITY STANDARDS. Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". �- INSTALL TRAFFIC SIGN PER CITY STANDARDS. . ® CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA R1 -1-v- INSTALL R1-1 STOP SIGN W/ STOP BAR. d+ UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 O INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. Q OMITTED O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. ❑7 CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. - RIGHT-OF-WAY Q ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. - -Os - - SEWER MAIN Q RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. - - -OO - - - STORM DRAIN MAIN 10 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. -fl- - EXISTING SEWER 51 -11 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER. REMOVE AND SALVAGE SIGN NTH EXISTING STORM DRAIN c0 CONSTRUCTION OF ADJACENT TRACT. �' '�' EXISTING EDGE OF PAVEMENT + PHASE LINE O co 0o 00 00 00 00 N U-) w > M r- W Q = C Nr j M d+ d+ to v , 6 5 w m 4 3 2 1 O z M 00U M 13.5' 0w W + O _ I N §27C I 0 TYP I I I [3 I 12 W-1 - MFM {}- - - --A -- -- -- - --- -- - An nc, { woMON. m 11 13 _ - 14 - - 115 _ 2 2 - S89'03'1 2"E 589.61' 1 i -- --i- IQ� � o N EX SEWE 12 13 14 15 16 17 18 Lo (D Lo to 0) L Pro 0n Lo in Lo PHASE 2 POMERADO WAY CONSTRUCT 0 20' A C PAVING OVER 0- U m 0 00 a; O + m U w 0 00 oi 00 = 1I - _+_ S89 -03-12"E 240.87' O `n MUj 2 3 I 1 I ro Of Of �00 UMUM �04 i C) Lr) co i w > r- W Q = C 0 Iyto c.L M _w + (o z v , C] rrl w m _ � � N Lo O z M 00U M + 0w W + O N0 m + 00 0 0 + o � + CE 0- (� _+ N + + + LL _ _j LL w - Co n 11 13 _ - 14 - - 115 _ 2 2 - S89'03'1 2"E 589.61' 1 i -- --i- IQ� � o N EX SEWE 12 13 14 15 16 17 18 Lo (D Lo to 0) L Pro 0n Lo in Lo PHASE 2 POMERADO WAY CONSTRUCT 0 20' A C PAVING OVER 0- U m 0 00 a; O + m U w 0 00 oi 00 = 1I - _+_ S89 -03-12"E 240.87' O `n MUj 2 3 I 1 I ro Of Of �00 UMUM �04 i C) Lr) co U Q M > W w > r- W Q = C 0 Iyto 0 M _w + (o =W cn C] rrl 31.42' 31.42' ON CURVE ON CURVE IIUm 0 L Um Ln in r.,: o I'm N N LD i + M f ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. i 19.490 r Q Iz D I M z � �r rn HORIZONTAL: 1'=50' c_ w 0' N 0- d- o' rn °; °,n° N � G) 0 z 00 0.66 CRUSHED AGGREGATE BASE OVER 1.00 NAT. GRD. U oo U o U 0 U N N w 6 m VERTICAL: 1"=2' +c0 r; r M w Ln Lin COMPACTED TO 95% MAX. DENSITY m 6 w � m � w � �,.o � � N Ln �') (0 co M 00 >bi 0 M 11=4.5 R=14 0 po M 0 r '-0+0 + + 00 m o0 00 0� 0rn Qi _ rn (3)(y N O 00 � J f + J + CO Lo Li Li CP - ,- J 360 ................... ............................................................................ ... ... ...................... ... ....360 • . EX/ST/.NG GROUND PROF14E . . . . . . . . . . ... .... A. T. NORTH. F•LOWG/NE . . . . . . . . 358 . . . . . . .; EX/.ST/NG GROUND PROF/LE . . . . . . . . . . . . . . . . . . . . . . . . . . .,4T -NORTH FL-OWL/NE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ .-. -. --- _ � 358 / +0.25% +0.25% . . . . . . . . . . . . . . . . . . . . . . .--_ _1 ... Q%. . . . . . . . .+0:20% • =i - - ��-:----- .-: : ''� : 7ROfE356 . : :...:.+azo%. ...:...: :...'... : DE -9&V 356 =ro% 0ESfG1 V• FL0WtINE PROF/Lf : . . . . . . : : : : : : :. : . . . . . . . : : . . . . . . . : : . . . . . . . : . . . . . .. 354 :...:...:...:...:...:...:...:...:.. -:...:...:........... :....... :....... :...:...:...:....... :...:...:...:...:...:....... :...:...:...:...:...:...:...:....... :354 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 NORTH FLOWLINE PROFILE 31.42' 31.42' ON CURVE ON CURVE z----•--1 (----1 IDENTICAL POINT CD 7 UJ 7 mLn `n MUj W ro Of Of �00 UMUM �04 IIUm C) Lr) co Um U Ln Qea mC6 wr_�mr w rnm0 0 0' o- � C= a_ 0 C] rrl V) Ln Ln Ln y3 r7 I`r} r'o h7 V) n N Lo Ln 00 00 C77 + 00 + N +co + + + M (D Co n O c0 00 + + 00 W 01 J LL_ J LL J J 360 ................... ................................................................................... ... ... ...................... ... ............. .... .360 CLvo ...:...: .:...:......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...: ... ... ...................... ............ r U 358........ ......... ...................... .:...:...:...:...:...:...:...:...:...:...:...:...:...: .:. ..._i__ • .358 :. .:__.: ____�: .-r r- r.� .........: ... . EX%ST/NG :GROUND PROFILE +0 25% +0.25 2 . . . . . . . . . . . .AT 50U.TH .FL 0WLINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ _ �• rr 5%. . +0.20 : : : : : : : : : CL p W (A W 356 . -0. 2� V. 1. - - te.�t-.� - - �• _.- r. . . . . . . . . . . . . . . . . . . . . . . . . . . . .� �. tel/ 20� - W DES/G�1/ FLOWL/NE PROFILE � t2 a DESJGN FL:OWLINE PROF:ILE : : : : : : : : : : : : : : : : 354.' ...................................................................................... .......................................................... .:.......... :354 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 80 PP14 SE I U 0 L n _4z -7-1 1, -, t ',e2 !.z -/,,s-14 0A ri Dk RAV-17IN i.t--73�;� P�-- I - m it it W Qea V) z O Y 1 W U H CLvo r U U 2 W CL p W (A W W W W � t2 a rn CONSTRUCTION NOTES O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. Q CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. + INSTALL STREET NAME SIGN PER CITY STANDARDS. R/W 30' C/L R �2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. INSTALL TRAFFIC SIGN PER CITY STANDARDS. Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". RI-1INSTALL R1-1 STOP SIGN W/ STOP BAR. VAS 10' 20' 20' 10VA_ R ® CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') -O- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14.'q �.• * SEE C.O.B. STD. DWG. m5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 2' TYP. *2% MtN. 29,• ST -11 FOR SLOPE �'"" "`•-I 2% PARAMETERS Q OMITTED - - RIGHT-OF-WAY ;,:...: `.. �:' ":::.. • , j j`j �`- '•`.•' ; Q CONSTRUCT 16 STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. -OO - - SEWER MAIN 6" TYPE "B" CURB & GUTTER !� '� � � � W/ 4.5 WIDE SIDEWALK ® ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. - - -QQ - - - STORM DRAIN MAIN GRADE LINE EE PLAN VIEW FOR COMPACT UNDER CURB, Q RELOCATE POWER POLES -COORDINATE WITH UTILITY OWNER. EXISTING SEWER II U U U GUTTER AND SIDEWALK STRUCTURALSECTIONS (TYP10 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. - -- - - - - EXISTING STORM DRAIN .4-m CL MAX. 6" MIN. TO 90% �� 60' RIGHT -01=' -WAY MAX. DENSITY. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ii A, '�' EXISTING EDGE OF PAVEMENT m Q m +� �" TYPICAL LOCAL STREET SECTION ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. U 00 M PHASE LINE Uw U U C000 m W ,� m w w •-+ + NOT TO SCALE co C14m+ O rn w rn rn rn rn Q 0, d T 00 O cco o co z U) 1p 1p _ r + N N m N C14 C14 W O + Ljj W � 00 ± N M Lo � O � (0 L_ h U) 6 5 4 3 2 1 1 I�i I 2 3 4 5 TRACT 7222I I I 6 +00 PHASE 2 N 1 o f �g5 Curve Table 13.5' 3 1 3 wf I 3.5, 1 ,� L TYP� 1 TYP � � \ ; F I Curve # Length Radius Tangent Delta pw N 6;.1 C21 31.42' 20.00' 20.00' 90'00'00" 1 627 I I I I _ _ s2he9 _ 5 =� �' C22 31.42' 20.00' 20.00' 90'00'00" FL 9+41.82 N= 10+00 FL 9+14.64 S - - - - - - - - - -11- - - - - - - -12-S89@X12=E-4$7_69= -13- - - - - - 4- 2 1- 7_ 9 �15 ( 16 S 252.33'"E - 17+40. 7 C23 27.13' 35.00' 14.29' 44"24'55" I -1= stz _ I _ _ _ _ _ _ - � _ _ _® I C24 197.06' 42.00' 42.87' 268'49'50" 8 -$ - - - - - - -2 6 I 5 17 C25 27.13' 35.00' 14.29' 44'24'55" c° 1 - i - - - - i -� _ - i i ( I i _ - i - - 1 I C26 31.42' 20.00' 20.00' 90'00'00" 1 n N I N C27 31.42' 20.00' 20.00' 90'00'00" - C28 27.13' 35.00' 14.29' 44'24'55" / 1 TRACT 7222 j 3 RACT 722 I FL C29 197.06' 42.00' 42.87' 268.49'50" PH A E 4 EX SEWER Oj PHASE 3 ss 8s C30 27.13' 35.00' 14.29' 44'24'56" 9 11 12 13 14 15 16 13 2)'- 0' 12 11 10 8 I gX� 10 � II 1 1�1 I 00 C) 9 LdU 0') rn rn rn 0) U U m ca cfl m to O_ �. c0 co w cD ro (� C0 0) �i m W U N N �t M cD -N- 000 Lo n "� °° 0) LO ►� csi M rn rn 0) d m It a N o) N O LLC 000 + + + N + + c0 c0 + + -q 00 + rri i - CV M M r Ln r 00 n �- + + CO � O J O r7 e- �t N r7 co + + +d Ln Ln L� L� + L _ = HORIZONTAL: 1"=50' � i r=L1_m (0-j J VERTICAL: 1 "=2' 100' � I � W VERTICAL CURVE PHASES 3&4 31.42 31.42 ON CURVE ON CURVE z�� 1 i �m0 m of 000 > O Uw> >�» 0�0 > > � m w O O W O O W w W cc w w co CC r� � rn� rn � r� �� � d d Q m o m Ln o � O � W LLn to Wa c0 W Ln r � Ln BELLANDO STREET 0 � Ln U Ln U cD U c0 U Ln 6 N c0 O O U CO rr] co O Cfl Ln W r7 m W m w . m L0 co rn �' °p mM M co co ± co 00 cff)°'o > CONSTRUCT 0.20' A.C. PAVING OVER L r i LO r7 00 10 a0 O _j N M Ln + Lri co o L`nnLn Lri '� �" ry 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. + + + p Ln Ln c- r71..C) Ln + p p pr, + ro r7 r- _� COMPACTED TO 95% MAX. DENSITY C) TI=4.5 R=14 J _1 J 360...... `-. .. ... ... .......................................L: .................360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358 :...:. :...:...:... .. ..: ..: ..: ..:...:...: EXIS•TiNG •GROUND PRGF/LE.......... ....:.......:...:3 5 8 A T NORTH FL 0WLINE . . . . . . . . . . . . . . . . . . . . . . . . . -.-----�--.------- --- +051 -- 356 :...:. :...:...: .. ..: - = •- •+b.20,:. ............:...:...:...:...:...:... '356 NOTE: : . .. . . . . . . . .. .. .. .. .. .. . DES/GN• FL OWL•INE* PROFfLf .. .. .. . . .. . IF' PHASES '3' AND 4 'ARE - NOT.. . . .. . . . • +1.43% CONSTRUCTED SIMULTANEOUSLY, 354 ; . , .: . , k19a� . , ; , , , ; , , ' ; CONTRACTOR TO GRADE- A SWALE -354 ' • ......• ..• • ' ' • ' ..........• ........' • FROM EDGE* OF CONSTRUCTION' OF " " ' PHASE 3 TO CATCH BASIN #6: 352...............................................................................................:352 9+00 10+00 11+00 12+00 13+00 14+00 15+00 100' NORTH FLOWLINE PROFILE VERTICAL CURVE z cn CN �r coo U U 00 p U U U o- UU � U U o LLJ Z co cD m O > o Uw >> �r-a » m > > rn w Ln m L rj m Ln m Lc i L.J O O L -(o EU (6 O w Ln w U Ln 'n Ln o'cy) m 0- Ln00 a o a- Ln rn > IDENTICAL co . r•,- LO x70000 00 "� of POINT Ln+Ln Lo aLLnnLn "� CD O_ } + +O LOU-) �r7� + +� O M O 360 .� .. ... ..........................................�. .................360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • EX/STING GROUND .PROF/L.E FLOWLI 358: ............... ... ... ... ................... ..;..AFSOUTH/....N.... ................:358 356:. :....... :........ .. ..: ..: ..: -' - • ... T .. .. _ _ _ T .. .:... .. :. :. .:+0.5;%� - -356 +0.20% : : : . i . . . . . . . . . . . .. . . . . . :. .. : DES/GN FL -0w. lkc P/20F✓L£. . . . . :NOTE: : 1F PHASES '3' AND 4 * ARE' NOT' CONSTRUCTED SIMULTANEOUSLY, k1 +1.43% CONTRACTOR TO GRADE. A SWALE 3 5 ....:...:...:...:...:...:...:...:...:...:...:...:...:...: FROM EDGE' OF CONSTRUCTION' OF : '354 PHASE 3 TO CATCH BASIN #6: 352: ... ........ ....... ....... ....... ... '352 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SOUTH FLOWLINE PROFILE Lfl W Ln Ln LO U Ln + CO r N "' N > 0' r7 r7 r7 °' r7 r7 O ao Ln r7 M Ln 0)0 c0 c0 d r7 + OfO r7 + + M N Ln r- 00 + + r7 J J Ln + Li Ln li �- 360 ............... ....... ... ... r....................... ... ............... ..............360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. .. .. . . . . : :. .. : FX/STkVG-GROUND PROF/L.E . . . .. . . .. . � ` .. . . . .. .. .. .. .. . . AT NORTH FLOWLINE l 358 ........:...:.. :...:.. ... ... .:. :. ...:...:...:. .:. :- :'�...:... ' .:...:...:...:358 ....... ....... ........+A.52% ............... .......... �. +0.50% 356 `--.----- • - ----- p5 . . . : :DES/GN FLOWL/NE PROFILE. . : . . . : . . . . . . : . . . . . . . . .:356 NOTE: IF PHASES 3 AND 4 ARE NOT . . .. . . 'CONSTRUCTED 'SIMULTANEOUSLY : . .. .. . . .. . . .. .. .. . . .. .. .. . . . . . . . . . . .. . . . . . . .. .. .. . . .. . . . . . . . .. . . . . . . CONTRACTOR TO GRADE A SWALE 354;...;. FROM EDGE OF CONSTRUCTION OF...........;....... ................. .................. .......;354 PHASE- 3 -TO -CATCH 'BASIN • #6• 352:...:...:............................................................................. .........:352 13+00 14+00 15+00 16+00 17+00 18+00 19+00 31.42' 31.UR NORTH FLOWLINE PROFILE ON CURVE ON CURVE o� I --'j I IDENTICAL POINT wZ� �r7 �rn�rn ofnoo pUm U� Um W Ln U Ln U c0 U c0 U Ln Ln d m 0 of O 2 �w M m � w -m L6 w �m co N > Ln Ln Ln Ln U L ¢ N O r) Q� m � O O r7 r7 r7 O r7 +O N r ro �t N Ln �- + r7 - + + i c0 + +M d 00 Ln + Ii Ln J 360 ............... ....... ... ... ... ..............' .... .........360 . . . . . . . . . . . . . . . . . . . . . . . . . EXIST/NG GROUND' PROFILE .............. ... ... ... . . . 358 ............... :...:.. ... ... .:. ...:...:...:. .:. r.�:...: :...:...:... �. ;358 �`---- +0.50% ............... ...... .. .. �� 52% ..... ........ .�" DEL IN �+c.�... 356 ...................................... .... .......... -- v, `r -- •• No. 333 3� NOTE: : : : : : : : : : ,� ' gin,:. : : s- - �. fw , a. -:: f . . . . . aF PHASES -3• AND 4 • ARE • NOT. . . .. . . .. .. .. . . . . . . CONSTRUCTED SIMULTANEOUSLY, :; Vl� �P Lj' ?v,.. �'1} CONTRACTOR TO GRAD;E A SWALE�EdFCAt\FQN' 354:. FROM EDGE. OF CONSTRUCTION- OF .................. .................. ............. . PHASE 3 'TO CATCH BASIN #fi :...:...:...:...:...:...:...:......................... -1 ............: Q LAA .:...:...:. �C I bNL r, RD R��J N 352 ............................ -...:...:...:....................................................... :352 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH FLOWLINE PROFILE mQ6Q V) z 0 V)r_> 6 W w z ��o cn F- r V d W 0- N N � w� 939.29 10 CONSTRUCTION NOTES m a- CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. m WLo Q = CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. IM cp CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". m W = in CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA co to UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' m5 N CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 m a0 OMITTED m z j CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. Q 268'49'50" ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. m O` RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. 10 N fif SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. 11 I � INSTALL W-31 (CA) SIGN N �W WITH OM4-3 MARKER. u)� 90'00'00" REMOVE AND SALVAGE SIGN J 35.00' WITH CONSTRUCTION OF O J ADJACENT TRACT. + U 268'49'50" + O 35.00' + a .W..................... . . . . . . II Un U 11 0' rn ...............360 . . . . Z ro d 00 W z rrl N N 00 m C0 N U QO . . . . . . . . . cd N ,� cD + 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. R/W 30' -v- INSTALL TRAFFIC SIGN PER CITY STANDARDS. VARIES 10' 20' R1 -1-a- INSTALL R1-1 STOP SIGN W/ STOP BAR. O INSTALL 5,800 LUMEN STREET LIGHT PER C.Q.B. STD. DWG. ST -14. "Q , TYP. M � 2 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. *2IN•-' O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. - - RIGHT-OF-WAY SEWER MAIN - - -0- - - GRADLINE STORM DRAIN MAIN E --- -CJ- EXISTING SEWER - -- -}- - -- EXISTING STORM DRAIN TYPICA A/ EXISTING EDGE OF PAVEMENT PHASE LINE 12 co U Of M -I N1 2 1 336.98' - _ _ - - - to - 11 12 , I of I N TRACT 7222 14 15 PHASE 500 00 �i0mmN V 1 Q' U m co Ln + i' rn a- 3: W w WLo Q = ~ to cp m - W W + '2 W = in Cn O co to �I I w O 12 N 04 Ln a0 P- 3 z j �- r- w oJ y� 268'49'50" 0 Ln O` _j O N fif O 20.00' � O N �W o� u)� 90'00'00" 0) J 35.00' 14.29' O J + + + 268'49'50" + + 35.00' + +� .W..................... . . . . . . J ... .............. . . . . . . . . . . . . ...............360 . . . . w z . . . . . . . . . . . . . 358.* ........... N . . . . . . . . . . . . . . . . . . . . :358 M MJ O mUj ° ,o -°":FD 5� . . . . . . . . +0.20 . . . . . . . - - - - 8 : CLUC> EX1,5TING 6ROUNO PRO,/LE 356 ............... 9 AT NORTH FLOWLINE..' 7 6 5 4 3 2 UU ,A' -t -►�-, ................................................................................. 1T�' EX SEWER 12 co U Of M -I N1 2 1 336.98' - _ _ - - - to - 11 12 , I of I N TRACT 7222 14 15 PHASE 500 00 �i0mmN V 1 Q' U m co Ln + i' rn a- 3: W w WLo Q = ~ ft� (/) N m - W W + '2 W = in Cn O N 00 >Q > W �I I w O 12 W I ap I 27134 *{ I a0 LO I 3 z j �- r- w oJ y� 268'49'50" 0 Ln I 3 I TRACT 72A"'2 2 , I PHASE I 13 i 0 12 11 �II _ co 00 O O a' } Of Q co co r- m 00 U co w + N 00 U + + + m ~ '- U Ile) W + z + w mr co r7 Cn O N 00 >Q > W 00 w O 12 -N- J N in a0 EX SEWER d' I W e- �- r- w oJ Z bi j C� 268'49'50" 0 Ln PHASE _j 44'24'55" N fif 31.42' 20.00' _j05 90'00'00" N �W n u)� EDERIA WAY r n W `- - CONSTRUCT 0.20' A.C. PAVING OVER HORIZONTAL: 1"=50' U/ 31.42' 31.42' 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. VERTICAL: 1"=2' ON CURVE ON CURVE COMPACTED TO 95% MAX. DENSITY _ TI=4.5 R=14 U it U0 11 Of d- to of .D (h r) a_ r) of Cn O= o'- rnUO O U �{ U - U UN a- O a_ L6 80 W �n m m �; w � m � w � Ln NLO n � 00 U rY7 cc7 M rrl r7 r7 � � n 00 Ln co M N K)N 0 Ln N O + + + + + CA O -jO + d n 360....J ............. N .360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358:... .....:...:...:...:...:...:...:...:.. ... :... ...'358 EXISTING: GROUND PROFILE DES/GN FL0WLINE PROF/LE . 356: AT NORTH FLOWLINE h'L� :356 . . . . . . . . . . . . . . . . . . . . . . . . . '.I y . . . . . . . . . . . . . ---------=-_ .. yr.Xtr. .......:...:...:...:...:.. . =0.20% - _ - 354:..:...:...:...:...:...:...:...:...:...:...:...:...:...:.......:...:...:...:...:...:...:...:...:...:...:354 9+00 10+00 11+00 12+00 13+00 14+00 15+00 NORTH FLOWLINE PROFILE 31.42' 31.42' 100' ON CURVE ON CURVE VERTICAL CURVE i U m UII of -q- Of Ln of rn of U0 L000 O= a' 0nU0 ULn UMU %0 UN > a- to a m L`-� m w 4m ,�; w m cp ' w W- O PO r7 (fl M 00 In m co Q0 N L6 r,� Lo 00 0) M 0) r- W N d Lo ILO+ > ^ 0N0 r7 N OLn Cn r N O� IDENTICAL + + + + + + + a -n POINT 0)o -jo N 't Ln M 360.. J ............. .360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358: .............. ....................................... ... ... :. '358 : /STING GROUND I?ROFILE DES/G!V FLOWL/NE AT SOUTH. FLOWLINE : : : PROFILE ............................... .... ..... . .. ...... 356:... .. ' _ ' .:. :356 / � _ ._ .DESIGN FLOWL/NE PROf/LE. � � � � . �� . . ; . . . . . . `. . . . . . : . . . . . . : ! / . . . . . . . . . . . . . . . . . . . . . . . . . . . -0.20 .. - % . 354'...:...'...'...'...'.......'...' '...� ...:...:...:...:...:...:...:354 . . . . . ... . .. ..... .. .. . .. .. ...... 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SOUTH FLOWLINE PROFILE A, .,2 MIN_ "SEE PLAN VIEW FOR STRUCTURAL SECTIONS 60' RIGHT-OF-WAY LOCAL STREET ' SECTION NOT TO SCALE �- o' Z U U -H w L Iii Z Q� 'S W cor-g r- w W Q = N O + of ry c W mr 20.00' W W _ w cn 20.00' 20.00' 90'00'00" C33 27.13' Uj 00 2764 EX SEWER d' I C34 n I 42.00' Z bi j C� 268'49'50" 14 I 27.13' 35.00' 14.29' 12 U) H Z w w > O of w X w 11 10' � * SEE C.O.B. STD. DWG. 2% ST -11 FOR SLOPE PARAMETERS �-6" TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK `-- COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. co O 00 + LO 10 Curve Table Curve # Length Radius Tangent Delta C31 31.42' 20.00' 20.00' 90'00'00" C32 31.42' 20.00' 20.00' 90'00'00" C33 27.13' 35.00' 14.29' 44'24'55" C34 197.06' 42.00' 42.87' 268'49'50" C35 27.13' 35.00' 14.29' 44'24'55" C36 31.42' 20.00' 20.00' 90'00'00" C37 31.42' 20.00' 20.00' 90'00'00" C38 27.13' 35.00' 14.29' 44'24'55" C39 197.06' 42.00 42.87' 268'49'50" C40 27.13' 35.00' 14.29' 44'24'55" IIU U CDM a' O a_ �� � + ^7 O Vi O + +It ^X + _j ^ to w � �v 4 2 3 5 13.5, I TRACT 7222 �-jk8? 9$ TYP PHASE 6 I- - I - S89'03'12"E 244.43' m -- N 67 1 17 _ 6 17+30.19 / D 00 co 00 O O � L0 O cD PHASE 6 r M 7All mm 00 rb J J U_ LL m ofzu)rn U - F-- (V w w z � 11Um Utn O m CD Cr cD ,.� o_ O = O c� 0_ iLJ coo t- w 0 00 � r7 r7 ,LO,� 0 co 0) > N O +� � Ln rn .- Un + a- z + r7 U') ii O �- r 00 J Ll J J gn 360 .................... . . . . . . . . .W..................... . . . . . . . . . . ... .............. . . . . . . . . . . . . ...............360 . . . . . . . . . . w z . . . . . . . . . . . . . 358.* ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... ..... •DES�GN•FL0WL•INE ;G'ROFILE .. . . . . . . . . . . . . . . . . . . . . :358 ^ z mUj ° ,o -°":FD 5� . . . . . . . . +0.20 . . . . . . . - - - - 1?` t�.3 �.. : CLUC> EX1,5TING 6ROUNO PRO,/LE 356 ............... ..................................................... AT NORTH FLOWLINE..' �:: ........... 6 A UU ,A' ................................................................................. o� -17-14 ii 354:...:.. :.......:.. - :.......:...:...:.......:...:...:....... :...:...:354 zo1�l�,1 14+00 15+00 16+00 17+00 18+00 19+00 ��Q� C> VERTICALCURVENORTH N FLOWLINE PROFILE N S S DENTICAL W W W POINT NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO z (n» w zoo (0> Ui w II U m U In om o U a_ o = CONSTRUCTION AND NOTIFY ENGINEER � a �, �M 00 po LO ao Cy) IF THERE ARE ANY DISCREPANCIES. +� � rri a, t 0r-�. CL�rLO `n .- Li pe) ��� M O eco ,=�n O r7 i N + �_ + + °, I No. Exp. aF w LL_ .J J qTE 360 360 FICA ........................ . . . . . . . ..... . . . . . . . . . . . . . . . .: . . . . . . . . .. .. . . . . . . .. .. . . .. . . . PAASF *7134,4,7. EXISTING GROUND PRD /LE 358:.......:. :. . . AT SOUTH FLOWL/N : . :...:...:... :...:...:.. :...:...:...:358 .......... ................ . ..- %.................... ........................................ 356 : . . . : . . . : . : . -' - . . . . . DES/GN FLOWLINE PROF/LE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :35 i J.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 :...:...:...:.......:................... ........................................................354 13+00 14+00 15+00 16+00 17+00 18+00 19+00 P►'(� nNc. SOUTH FLOWLINE PROFILE R O R�� ° m V) z O Y Si gn W v w z z mUj CLUC> N �:: U UU U ii W zo1�l�,1 C> N N N S S W W W 2 t2d ^�tD CONSTRUCTION NOTES Ot CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Length ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. m2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. U -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. m W 31.42' W Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". W U v INSTALL TRAFFIC SIGN PER CITY STANDARDS. " ® CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA R1 -1-v- INSTALL R1-1 STOP SIGN W/ STOP BAR. 42.87' UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') -a INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 C46 31.42' 20.00' 20.00' 90'00'00" C47 _<S)- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. © OMITTED C48 27.13' 35.00' 14.29' 44'24'55" C49 O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. m7 CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. C50 27.13' 35.00' 14.29' 44'24'55" r- 'Lo +(14 - - RIGHT-OF-WAY Q ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. .... .. .... ........ .......................... ................................. - - SEWER MAIN Q9 RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. Z - - -�- - - STORM DRAIN MAIN 10 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. EXISTING SEWER 11 INSTALL W-31 (CA) SIGN -- -- -{b}- -- - EXISTING STORM DRAIN - NTH OM4-3 MARKER. A/ N REMOVE AND SALVAGE SIGN CL EXISTING EDGE OF PAVEMENT U7 WITH CONSTRUCTION OF (D J M PHASE LINE 354............ ADJACENT TRACT. II U z .... ..�.�.. ............... a- 0000 w w ...... ,35;; ro Ln 0 H-- :2 > U ©ES/GN• FLOWL•INE PROF/LE. N + rn ' .0 30' 10' 1 20' 2' TYP. *2�g, MIN' i s• ;�yam: ;� � GRADE LINE TYPICAL in cn O Length 0' w Delta U U 20.00' Z m W 31.42' W U Ln W U O o 44'24'55" C44 197.06' 42.00' C/L R I W 20' 10' , VARIES ti� * SEE C.O.B. STD. DWG. *2q_MIIV 2% ST -11 FOR SLOPE PARAMETERS 6" TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK "-SEE PLAN VIEW FOR STRUCTURAL SECTIONS 60' RIGHT-OF-WAY AL STREET SECTION NOT TO SCALE COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. 11 a U Length Radius Tangent Delta m 0_ 20.00' . _ L0 0) 90100'00" O 31.42' rN Curve Table Curve # Length Radius Tangent Delta C41 31.42' 20.00' 20.00' 90100'00" C42 31.42' 20.00' 20.00' 90'00'00" C43 27.13' 35.00' 14.29' 44'24'55" C44 197.06' 42.00' 42.87' 268'49'50" C45 27.13' 35.00' 14.29' 44'24'55" C46 31.42' 20.00' 20.00' 90'00'00" C47 31.42' 20.00' 20.00' 90'00'00" C48 27.13' 35.00' 14.29' 44'24'55" C49 197.06' 42.00' 42.87' 268'49'50" C50 27.13' 35.00' 14.29' 44'24'55" FL 9+28.23 5 rnH0C 0 r -N- HORIZONTAL: 1 "=50' VERTICAL: 1"=2' f r W W LL_ 1 1 SII i 1 2 3 4 5 �1 r I 3 2 ' 2 ' 13.5' _ / a I ri 51 627 I 7 N TYP-1 1 CSI N I _ I 14 N ~ CV 17+30. �m I I II I --I V) VW1 13 I 14 S89'03'12"E 395.04' 15 16 17 m I FL 18+00.18 - - - - - - - - - - - - - - - - - I U Q U Q 11 -� �+35.04I I 0 1 2 627A9 r` I I i H ~-�-0 1 r 6 EX SEWER 20, 20, 0 14 � 6� • f O 15 14 13 12 11 10 t d p U r Q O-) O O O O kR I► 1j rte- m 0 3: C7 O O O_ r, m dam• Z xi W W U m LL -I W U + + + + + d7 � + Ln Ln 1p d- � rn Q W W d- 0� •d Ln CD II ,- r -i 0. 00 O in > N O ___I V) W O r (0 p O d O 00 0) in 00 c0 + f- 00 00 [ifW (o .- N N C'4 r� r7 + -I J J O r r O L_j LL LL_ LL_ 0_ PHASE 7 31.4)' 31.42' -N- ON CURVE ON CURVE HORIZONTAL: 1"=50PHISTO PLACE r-� j---� VERTICAL: 1"=2' (n (b O O o' N Of 00 � 00 of N '- O � � U 7 00- 0 0_ 0 + � 11 m r- Z (n CONSTRUCT 0.20' A.C. PAVING OVER '- O 1- U L U m Q Lo Ln Nt O O O p 0. .+ p 00 Dc x - i0 O O N O 00 rr'j m Ln o +� +0 <t + + O O O p O ++ -�`- "' '`' 0 5• '~' a, �, '' - + + + + +w r 00N + + ro + 0) + Ln + + r- 'Lo +(14 r7 `+- xO9 -j 0r .... .. .... ........ .......................... ................................. X Z =6 w �- - W N CL v d U7 (D (D J J J 354............ FL 9+28.23 5 rnH0C 0 r -N- HORIZONTAL: 1 "=50' VERTICAL: 1"=2' f r W W LL_ 1 1 SII i 1 2 3 4 5 �1 r I 3 2 ' 2 ' 13.5' _ / a I ri 51 627 I 7 N TYP-1 1 CSI N I _ I 14 N ~ CV 17+30. �m I I II I --I V) VW1 13 I 14 S89'03'12"E 395.04' 15 16 17 m I FL 18+00.18 - - - - - - - - - - - - - - - - - I U Q U Q 11 -� �+35.04I I 0 1 2 627A9 r` I I i H ~-�-0 1 r 6 EX SEWER 20, 20, 0 14 � 6� • f O 15 14 13 12 11 10 t d p U r Q O-) O O O O kR I► 1j rte- m 0 3: C7 O O O_ r, m dam• Z xi W W U m LL -I W U + + + + + d7 � + Ln Ln 1p d- � rn Q W W d- 0� •d Ln CD II ,- r -i 0. 00 O in > N O ___I V) W O r (0 p O d O 00 0) in 00 c0 + f- 00 00 [ifW (o .- N N C'4 r� r7 + -I J J O r r O L_j LL LL_ LL_ 0_ PHASE 7 31.4)' 31.42' -N- ON CURVE ON CURVE HORIZONTAL: 1"=50PHISTO PLACE r-� j---� VERTICAL: 1"=2' (n (b O O o' N Of 00 � 00 of N '- O � � U 7 00- 0 0_ 0 0_ U � 11 m r- Z (n CONSTRUCT 0.20' A.C. PAVING OVER '- � 1- U � U L U m Q v- `- � U � 0- N o = o= 0 0- 0 rn rn U rri 00 I z rri L,, 0, w 0.66 CRUSHED AGGREGATE BASE OVER 1.00 NAT. GRD. ,n m U pq m Ln w Ln r7 m Ln rri W Ln rr'j m Ln o rri m Ln 0 to 0- <t r7 a, (fl `�' 'riU cr L" M COMPACTED TO 95% MAX. DENSITY W '�' a "' '`' '`' o '~' a, �, '' - N M r7 ,n 00 b EXISTING GROUND PROF/LE A T NORTH FL•0WLINE - - +w �> TI=4.5 R=14 0 N Uc Ln Lri r7 to 00 co 00 Ln 0 N r7 N �of + + -J r7 O O Lam. Ln + N LJ O X 358.... .............. .. ................................W .............. 358 . . . . . . . . . . . . . . . . . . . 356:... ..:...:...:... ....:...:...:...:...:...:...:...:...: ..:...:...:356 • EXISTING • GROUND PROFILE -A T NORTH FL OWL INE 354... ..... ................ ....................: ..:...:...:354 -b.25 ------=--------- .-0.20%• - '_ +0.51 % �`: 352: .. .. .. .. .. .. . . . .. .. .. .. .. . DESIGN FtOWLINE PROFILE .. ... .. .-o.2s�a o.2s%: . ..:352 9+00 10+00 11+00 12+00 13+00 NORTH FLOWLINE PROFILE NOTE: VERIFY EXISTING LOCATION AND ELEVATION ON CURVE ON CURVE q IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY 0 U ENGINEER IF THERE ARE ANY DISCREPANCIES. �� I�i� 0 0 _c F�;r U d- 11 m r- Z � (n N O tY N 00 0_ 0' r ) Of IDENTICAL O rn o,o 00 z z r :m � U Lnm U �- . o = �`��` p.,1�0�. . POINT 0 0 rri «? r7 W W W rri rri r i rri n m d 0 0_ �<`'' ,. c0 LnLf) Ln Ln Ln Ln o c� N i\ rr7 W r7 ~ w W 0�' m r7 0 r7 r7 m rn � rN M � r "� c- N O+ O) Lo 0 0 � � L6 N r.' 0) (Q rrj r � i -'Z 1. + Ln O+ 00 0 N � + �',, + N + + + t� E Joo CN 00 Q0 00 + N CIV 11. ¢Sxw L� p N M F0F iF9 358. .. .............. ..�...............................�.w.. ....... ...358 Ld �- cam. . 358..........'..: .. .................................................. ... ...............358 EX/STING GROUND PROF'/LE _ ... . . . . . . : AT SOUTH FLOWL/NE : � . - - . . . . . . . . . . . . . . . . PPIASc f 2r3,1L' 70. i 356:. ..:...:...:... ..:..:...:...:...:...:...:...:...:...: ..: , :...:356 356/�'------•----- : Ir EXISTING GROUND :PROFILE......... ./. 56. A T. SOUTH FL 0WLINE { �¢ : : _ -• _ : : : : : : : : : : : : : :...:-•.:..... ........ :.....:...�,/...:...:...... �.. .......:...:...:...:...:...:...'...:...:...:...:. .. 354 =o.2s7, _ 3 5 4. . .. .. .. .. .. . . . .. . . ... .. .. . . . .. .... . . . . . .COWL/NE PROF/LE .. .. .. . . .. .. .. .. .. .. .. .. . .. . . .. .. .. . . .. .. .. . . . . . . . . . . . . }�J. ----- -0.20% �.-- % •i__.:. f DES/GN FLOWLfNE PROF/LE : : : 0.26: 0.26% • : :. . 352........................................................................:352 :0.26%: +0.26%: -.0.26% 352.................................................................................................................352 9+00 10+00 11+00 12+00 13+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH FLOWLINE PROFILE SOUTH FLOWLINE PROFILE R D D R A 11 4!I ,1 M- '� & I - m Of+ N M 00+ I- + N 00 O + + O n c + - + (V r7 + c0 00 V) N M 358 .............. p r .... .. .... .............................................. ... .............. ...............358 • Y EXISTING GROUND PROF/LE A T NORTH FL•0WLINE - - S = Ln 356 ............. W .... .. .... ........ .......................... ................................. ........ Z =6 w Ex CL v o 354............ ........ .... ..�.�.. ............... ............................................ ...... ,35;; U ©ES/GN• FLOWL•INE PROF/LE. -0.20%x-0.51% . U . Ua.w :0.26% -1 7-�j_ -0.26% 0.26%: 0- 352.................................................................................................................352 11=y (n N 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 wi m NORTH FLOWLINE PROFILE IDENTICAL POINT 31.42' 31.42' d NOTE: VERIFY EXISTING LOCATION AND ELEVATION ON CURVE ON CURVE q IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY 0 U ENGINEER IF THERE ARE ANY DISCREPANCIES. �� I�i� 0 0 _c F�;r U d- 11 m r- Z � (n N O tY N 00 0_ 0' r ) Of IDENTICAL O rn o,o 00 z z r :m � U Lnm U �- . o = �`��` p.,1�0�. . POINT 0 0 rri «? r7 W W W rri rri r i rri n m d 0 0_ �<`'' ,. c0 LnLf) Ln Ln Ln Ln o c� N i\ rr7 W r7 ~ w W 0�' m r7 0 r7 r7 m rn � rN M � r "� c- N O+ O) Lo 0 0 � � L6 N r.' 0) (Q rrj r � i -'Z 1. + Ln O+ 00 0 N � + �',, + N + + + t� E Joo CN 00 Q0 00 + N CIV 11. ¢Sxw L� p N M F0F iF9 358. .. .............. ..�...............................�.w.. ....... ...358 Ld �- cam. . 358..........'..: .. .................................................. ... ...............358 EX/STING GROUND PROF'/LE _ ... . . . . . . : AT SOUTH FLOWL/NE : � . - - . . . . . . . . . . . . . . . . PPIASc f 2r3,1L' 70. i 356:. ..:...:...:... ..:..:...:...:...:...:...:...:...:...: ..: , :...:356 356/�'------•----- : Ir EXISTING GROUND :PROFILE......... ./. 56. A T. SOUTH FL 0WLINE { �¢ : : _ -• _ : : : : : : : : : : : : : :...:-•.:..... ........ :.....:...�,/...:...:...... �.. .......:...:...:...:...:...:...'...:...:...:...:. .. 354 =o.2s7, _ 3 5 4. . .. .. .. .. .. . . . .. . . ... .. .. . . . .. .... . . . . . .COWL/NE PROF/LE .. .. .. . . .. .. .. .. .. .. .. .. . .. . . .. .. .. . . .. .. .. . . . . . . . . . . . . }�J. ----- -0.20% �.-- % •i__.:. f DES/GN FLOWLfNE PROF/LE : : : 0.26: 0.26% • : :. . 352........................................................................:352 :0.26%: +0.26%: -.0.26% 352.................................................................................................................352 9+00 10+00 11+00 12+00 13+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH FLOWLINE PROFILE SOUTH FLOWLINE PROFILE R D D R A 11 4!I ,1 M- '� & I - m mmm V) z 0 Y S = Ln W V w Z Z =6 w CL v o U U U Ua.w 0 0- 11=y (n N 09 co wi m M) M d W a rn CONSTRUCTION NOTES m Curve Table m Curve # Q CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Tangent O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 20.00' + INSTALL STREET NAME SIGN PER CITY STANDARDS. 31.42' 20.00' 20.00' 90'00'00" C14 31.42' V Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". C15 _w_ INSTALL TRAFFIC SIGN PER CITY STANDARDS. - Q4 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA 31.42' R1 -1-v- INSTALL R1-1 STOP SIGN W/ STOP BAR. 90'00'00" C20 UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') -0- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 20.00' 90'00'00" C22 31.42' 20.00' 20.00' 90'00'00" -<E} INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. © OMITTED C27 31.42' 20.00' 20.00' 90.00'00" C31 31.42' O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 90'00'00" Q CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. 20.00' 20.00' 90-00-00- C36 31.42' 20.00' 20.00' - - RIGHT-OF-WAY 31.42' ® ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 90'00'00" _ - SEWER MAIN 20.00' Q RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. C42 _ - -•a- - - STORM DRAIN MAIN 20.00' 10 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. 31.42' {s- EXISTING SEWER 90'00'00" 11 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION 20.00' _ _ �_ r - EXISTING STORM DRAIN C51 47.12' OF ADJACENT TRACT. 30.00' 190100'00" C52 47.12' O 30.00' 1 90.00'00" Af '1' EXISTING EDGE OF PAVEMENT Q0 U PHASE LINE W,, Of Of ry Of w w m w m Of = 0 0 0 = U) Lo O in r7 U� to 0 O p Ld o ± N O vWiss � O O N W WCf) r Lo t-- + O u7 + INAk,I TRACT 7222 PHASE • PHASE 1 m 1 � i - TRACT 7222 PHASE 5 U m O 0 0 co + N 1 30' C 10' 1 20' �2' IYP. *2% MIN. *2� MIN. GRADE LINE '-SEE PLAN VIEW FOR STRUCTURAL SECTIONS 60' RIGHT-OF-WAY TYPICAL LOCAL STREET SECTION U w O O O + 00 NOT TO SCALE O O O u7 + d- TRACT 7222 PHASE 3 00 EX SEWER "D J- \- N - R/W 10' 0;� * SEE C.O.B. STD. DWG. 2% ST -11 FOR SLOPE PARAMETERS -'�--6" TYPE "B" CURB & GUTTER W/ 4.5 WIDE SIDEWALK �- COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 909 MAX. DENSITY. U m O O 6 U w O O + TRACT 7222 I_ PHASE 2 3 2 � O U O m u7 O + o O TRACT 7222 To co PHASE 1 CD b N I�1 I �--I -1- w 1 (Al �1 2 c- t ' " ' 2 14+95.0 1 N00'56'48'E 2 11 300.00' 12 __�__ i N " 14 _ 2 15 16+00 f N00'56'48"E 2 0.00' 19+0 1 I --- - N00'S6 8 300-00 ----------- 1 -------- - - --- -- - - - - - - �5- 2�-0Q--- _ _ __-- __--- _ 1` N N00'S6'48"E 195.00' 11 co 11+95.00., 12 1 13 14 �- 10+00 1 1-$ -� - - �- - �1.._ I fR 2W1-7 w/1OM1-3 0 o TRACT 7222 1 11 b 1t b 11 EX STORM b 11 Q a ao 3 c� c cc °1 a 04 -I - a c4 oo DRAIN NOf3PHASE 6 ( r - 5 T coo5 LI 1 I II ■ N I� NII v I M - - 114, O F- O i- r7 O w ry TRACT 7222 v + >- >- TRACT 7222 o w O < Ln -t c� U U ,� U Q F- Q o' o o- w o- o o- o- o o- Z w PHASE 7 m Q F- w m I- In U U U U m 0 Q 0 0 �Ld o 0 �w �w W PHASE 6 + m � w + m t- w U + m JI - O O [L w O O W W O 0 F- f- O d CD p w O In r, O w 14- LoO= L6 Q� Q= o o (nW o o 0w o o Ow ko Ln W = _ + + I- + + � ( 0 O= 0 QU) � � 0 0 c O (�W N � ww ww + + 0U) + + � + + + Q =W �� �w N zW PHASES 1 2 3 & 5 �w - - Jw PAINT 12 LIMIT LINE USING PHASES 5 & 7 1 �LIJ n THERMOPLASTIC PAINT PER �_zNow. w CALTRANS STANDARD SPECIFICATION ' m HEIBRA WAY PERLA HORIZONTAL: 1"=50' HORIZONTAL: 1"=50- VERTICAL: 1"=2' VERTICAL: 1"=2' � CONSTRUCT 0.20 A.C. PAVING OVER CONSTRUCT 0.20 A.C. PAVING OVER 0.66 CRUSHED AGGREGATE BASE OVER 1.00 NAT. GRD. 47.12' 31.42' 31.42' 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. 31.42' 31.42' 31.42' 31.42' COMPACTED TO 95% MAX. DENSITY 31.42' 31.42' 31.42' ON CURVE ON CURVE ON CURVE COMPACTED TO 95% MAX. DENSITY ON CURVE ON CURVE ON CURVE ON CURVE 11=4.5 R=14 ON CURVE ON CURVE ON CURVE � O Q' to of 00 Df N w N o' 00 0 w O o_ O Of Lo CC Q' ro O W � O [if n th rr) of m ow e rr) of to of O 0' N O W d- 0' c0 Of 0 UO U1- 0 L Utet'Ud' 0 i OZ O Un C) Ln U N U- oZ C) (D ULnULn C) (.0 OZ O U 000000 UO OZ N Ud' C) PI) W 4 W 'r m "r W �,rj m n W r7 LC) J r7 m W m W O J co m W m W( O J t0 m r\ W i m to W t7 J r m� W Ln O O Ln to to 0 Ln �t Ln Ln Ln Ln Ln Lo Ln Ln Ln LC) 'o L0 Ln Ln to Ln Ln Ln r7 0 0 n r') r7 0 r7 + � NO 0 r7 r7 rrc� 0 `) + N r7 0 r) r7 r7 0 M U 0 r7 r7 r7 0 r') + U, n 0 r7 r7 LL( rf 7 _ LV) O = (o O 2 O O `- = t00 + + + + + 0- + + Q- + + d + O N 't O N r7 Ln to 00 358.. ...... .............. .... ... ................ ................. .... ......358 360.......--........ ... ................ ................ ... ... ................ ................ ... ... ................ ................ ... .360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .EXtSTINS -GRON/vo PROFILE . . . . . .. . . .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. AT WEST FL OWL/NE 356.. :... .............: .... ..: :. :...:356 358'...:...:.......: :. ....:...:...:... ...:...:...:...: :. :. :...:...:...:... ... :... ......: ... ... ....... �.� .. EX%SN4i GROUND PROFILE A T -WEST FL OWLINE _ - - - - .` - -. \ . . .:� 0.20%. • ., 1. y �.` - `� +0.20% 0.2090 `;i, 0.5 %- -0.20% 0 519 0 51% . +0.20% - N .3,1 . -- Z 354 .. ... .................. _ _ y _.T - - - - .. 7%.................354 356 ................. k ............... ................... ....... 356 • -0.51* - - - - _ _ + 7% 3 .DES/Gil FLOWL/NE PROFILE DES/GN FCOWL INE PROFILE ESlG�1/ t f b l 1 a . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _J r �.�" :`ia . . . . . : DESIGN• FLOWL•INE PkOF/LE* : : : : : : DESIGN:FLOWEINE PROF/LE; ; 352: ...............................................................................:... '352 354:...:.......:...:...:...:...:...:...:...:...:...:...:.......:...:...:...:...:...:...:.......:...:.......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:354 10+00 11+00 12+00 13+00 14+00 15+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 WEST FLOWLINE PROFILE WEST FLOWLINE PROFILE 47.12' 31.42' 31.42' 31.42' 31.42' 31.42' 31.42' 31.42' 31.42' 31.42' ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE #9 Q S'c ' b N ON CURVE Of to rr of o_ Q' N o_ 00 O w o of Of cls o_' r7 O W f � tT of r7 of n of O O w r 1 �) � m tr O Of �t r) N O w �- of to of N U No U U U C-) .14- ULC) OZ_ U •,o U `J UN U- oZ_ O 0w 0n0U-) Uc0 oZ_ O U- UNoN UO O OZ_ N U� UCO W m W O m W m W Co m W m W m W m W m W r7 m r6 W r7 Ln J m r` O -� O to O co O -� 1� r` r` O J � r - U') o Ln Lo 0 In d -o 4 Ln Lo to Ln Ln Ln 0 Ln Ln � Lo In Ln Ln m Ln U-) Ln Lo Lo M O K1 0 „� r7 r7 O `) + O cn M r`) 00 `) + U) M r7 M 0 rn � r7 11 r7 rn C) r7 U r7 + cn M r7 LC) M Q itl O Q O O d Q O O Q O to Ln r7 = Ln d = cCx = cD = w o ± N d' 0 W N M W Ln cD 00 358.. ...... .............. .... ... ................ ................. .... ......358 360................. ... ................ ................ ... ... ................ ... ... .............. ................ ... .360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................,................................................ ..................................................,........................................................................................ ........................ 356:. ...... .:...:...:...: ..:. ..: ....EXIST/NO GROWD-P,4?Of E ..:...:...: ..:. .:...'356 358:...:...:...:...: .:. :...:...:...:... ...:...:...:...: .:. .:. ...:...:...:...: .:. .:. ...:...:...:... .. .: :358 AT FAST FLOWLINE �' - ..•t +0.21% 0 21% 5 . . . . . . . 'I`: _ . . +0.57% ti .-0.' - c -----.---�- - ---. - +0.20% -- ° • - -•- J - �.- -1 ° +0,20% _ nQo Ri 354:. �` ..:.. :. .: _ ...�..... .:...:.k1 -x...:...:354 356 :...:...:...:...:...:...:...:...:... .:...:.. :. :... ..:...:...:...:...:.....:...:...:...:...:...:...:.... ..: .. - � ��- /NE y'y :356 -o.z6� - - - - - - FL OWL/NE PROF/LE DESIGN FL OWL/NE PROFILE +a20% +0.5jX51% kD I l� a .o . . . . . .. . . . . . . .. . . . . . . .. . . .: : : : : : : : : : : : : : : : : : : : : : : : : : : .EXISTING GI�O(dN0 •PROF/LE ...... 3 ? .� Q �ti.,� r�•„ z' �� DES/GN FLOWL/NE PROFILE . A T EAST FL-OWLINE DESIGN FLOWLINE PROF/LE CIVku ���P; 352:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:....352 354.................................................................................................................................... �FaFCAO.:...:.' 'l.'-1 ...:354 10+00 11+00 12+00 13+00 14+00 15+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PHASA_ S_6 b EAST FLOWLINE PROFILE EAST FLOWLINE PROFILE QN�sF x;2,3,4, ��S & o.VVU GG, C,1 -'72 f'k-W3 r M m Curve Table m Curve # Length Radius Tangent Delta C12 31.42' 20.00' 20.00' 90'00'00" C13 31.42' 20.00' 20.00' 90'00'00" C14 31.42' 20.00' 20.00' 90'00'00" C15 31.42' 20.00' 20.00' 90'00'00" C19 31.42' 20.00' 20.00' 90'00'00" C20 31.42' 20.00' 20.00' 90'00'00" C21 31.42' 1 20.00' 20.00' 90'00'00" C22 31.42' 20.00' 20.00' 90'00'00" C26 31.42' 20.00' 20.00' 90100'00" C27 31.42' 20.00' 20.00' 90.00'00" C31 31.42' 20.00' 20.00' 90'00'00" C32 31.42' 20.00' 20.00' 90-00-00- C36 31.42' 20.00' 20.00' 90'00'00" C37 31.42' 20.00' 20.00' 90'00'00" C41 31.42' 20.00' 20.00' 90'00'00" C42 31.42' 1 20.00' 20.00' 90.00'00" C46 31.42' 20.00' 20.00' 90'00'00" C47 31.42' 20.00' 20.00' 90'00100" C51 47.12' 30.00' 30.00' 190100'00" C52 47.12' 30.00' 30.00' 1 90.00'00" O U O m u7 O + o O TRACT 7222 To co PHASE 1 CD b N I�1 I �--I -1- w 1 (Al �1 2 c- t ' " ' 2 14+95.0 1 N00'56'48'E 2 11 300.00' 12 __�__ i N " 14 _ 2 15 16+00 f N00'56'48"E 2 0.00' 19+0 1 I --- - N00'S6 8 300-00 ----------- 1 -------- - - --- -- - - - - - - �5- 2�-0Q--- _ _ __-- __--- _ 1` N N00'S6'48"E 195.00' 11 co 11+95.00., 12 1 13 14 �- 10+00 1 1-$ -� - - �- - �1.._ I fR 2W1-7 w/1OM1-3 0 o TRACT 7222 1 11 b 1t b 11 EX STORM b 11 Q a ao 3 c� c cc °1 a 04 -I - a c4 oo DRAIN NOf3PHASE 6 ( r - 5 T coo5 LI 1 I II ■ N I� NII v I M - - 114, O F- O i- r7 O w ry TRACT 7222 v + >- >- TRACT 7222 o w O < Ln -t c� U U ,� U Q F- Q o' o o- w o- o o- o- o o- Z w PHASE 7 m Q F- w m I- In U U U U m 0 Q 0 0 �Ld o 0 �w �w W PHASE 6 + m � w + m t- w U + m JI - O O [L w O O W W O 0 F- f- O d CD p w O In r, O w 14- LoO= L6 Q� Q= o o (nW o o 0w o o Ow ko Ln W = _ + + I- + + � ( 0 O= 0 QU) � � 0 0 c O (�W N � ww ww + + 0U) + + � + + + Q =W �� �w N zW PHASES 1 2 3 & 5 �w - - Jw PAINT 12 LIMIT LINE USING PHASES 5 & 7 1 �LIJ n THERMOPLASTIC PAINT PER �_zNow. w CALTRANS STANDARD SPECIFICATION ' m HEIBRA WAY PERLA HORIZONTAL: 1"=50' HORIZONTAL: 1"=50- VERTICAL: 1"=2' VERTICAL: 1"=2' � CONSTRUCT 0.20 A.C. PAVING OVER CONSTRUCT 0.20 A.C. PAVING OVER 0.66 CRUSHED AGGREGATE BASE OVER 1.00 NAT. GRD. 47.12' 31.42' 31.42' 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. 31.42' 31.42' 31.42' 31.42' COMPACTED TO 95% MAX. DENSITY 31.42' 31.42' 31.42' ON CURVE ON CURVE ON CURVE COMPACTED TO 95% MAX. DENSITY ON CURVE ON CURVE ON CURVE ON CURVE 11=4.5 R=14 ON CURVE ON CURVE ON CURVE � O Q' to of 00 Df N w N o' 00 0 w O o_ O Of Lo CC Q' ro O W � O [if n th rr) of m ow e rr) of to of O 0' N O W d- 0' c0 Of 0 UO U1- 0 L Utet'Ud' 0 i OZ O Un C) Ln U N U- oZ C) (D ULnULn C) (.0 OZ O U 000000 UO OZ N Ud' C) PI) W 4 W 'r m "r W �,rj m n W r7 LC) J r7 m W m W O J co m W m W( O J t0 m r\ W i m to W t7 J r m� W Ln O O Ln to to 0 Ln �t Ln Ln Ln Ln Ln Lo Ln Ln Ln LC) 'o L0 Ln Ln to Ln Ln Ln r7 0 0 n r') r7 0 r7 + � NO 0 r7 r7 rrc� 0 `) + N r7 0 r) r7 r7 0 M U 0 r7 r7 r7 0 r') + U, n 0 r7 r7 LL( rf 7 _ LV) O = (o O 2 O O `- = t00 + + + + + 0- + + Q- + + d + O N 't O N r7 Ln to 00 358.. ...... .............. .... ... ................ ................. .... ......358 360.......--........ ... ................ ................ ... ... ................ ................ ... ... ................ ................ ... .360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .EXtSTINS -GRON/vo PROFILE . . . . . .. . . .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. AT WEST FL OWL/NE 356.. :... .............: .... ..: :. :...:356 358'...:...:.......: :. ....:...:...:... ...:...:...:...: :. :. :...:...:...:... ... :... ......: ... ... ....... �.� .. EX%SN4i GROUND PROFILE A T -WEST FL OWLINE _ - - - - .` - -. \ . . .:� 0.20%. • ., 1. y �.` - `� +0.20% 0.2090 `;i, 0.5 %- -0.20% 0 519 0 51% . +0.20% - N .3,1 . -- Z 354 .. ... .................. _ _ y _.T - - - - .. 7%.................354 356 ................. k ............... ................... ....... 356 • -0.51* - - - - _ _ + 7% 3 .DES/Gil FLOWL/NE PROFILE DES/GN FCOWL INE PROFILE ESlG�1/ t f b l 1 a . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _J r �.�" :`ia . . . . . : DESIGN• FLOWL•INE PkOF/LE* : : : : : : DESIGN:FLOWEINE PROF/LE; ; 352: ...............................................................................:... '352 354:...:.......:...:...:...:...:...:...:...:...:...:...:.......:...:...:...:...:...:...:.......:...:.......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:354 10+00 11+00 12+00 13+00 14+00 15+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 WEST FLOWLINE PROFILE WEST FLOWLINE PROFILE 47.12' 31.42' 31.42' 31.42' 31.42' 31.42' 31.42' 31.42' 31.42' 31.42' ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE ON CURVE #9 Q S'c ' b N ON CURVE Of to rr of o_ Q' N o_ 00 O w o of Of cls o_' r7 O W f � tT of r7 of n of O O w r 1 �) � m tr O Of �t r) N O w �- of to of N U No U U U C-) .14- ULC) OZ_ U •,o U `J UN U- oZ_ O 0w 0n0U-) Uc0 oZ_ O U- UNoN UO O OZ_ N U� UCO W m W O m W m W Co m W m W m W m W m W r7 m r6 W r7 Ln J m r` O -� O to O co O -� 1� r` r` O J � r - U') o Ln Lo 0 In d -o 4 Ln Lo to Ln Ln Ln 0 Ln Ln � Lo In Ln Ln m Ln U-) Ln Lo Lo M O K1 0 „� r7 r7 O `) + O cn M r`) 00 `) + U) M r7 M 0 rn � r7 11 r7 rn C) r7 U r7 + cn M r7 LC) M Q itl O Q O O d Q O O Q O to Ln r7 = Ln d = cCx = cD = w o ± N d' 0 W N M W Ln cD 00 358.. ...... .............. .... ... ................ ................. .... ......358 360................. ... ................ ................ ... ... ................ ... ... .............. ................ ... .360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................,................................................ ..................................................,........................................................................................ ........................ 356:. ...... .:...:...:...: ..:. ..: ....EXIST/NO GROWD-P,4?Of E ..:...:...: ..:. .:...'356 358:...:...:...:...: .:. :...:...:...:... ...:...:...:...: .:. .:. ...:...:...:...: .:. .:. ...:...:...:... .. .: :358 AT FAST FLOWLINE �' - ..•t +0.21% 0 21% 5 . . . . . . . 'I`: _ . . +0.57% ti .-0.' - c -----.---�- - ---. - +0.20% -- ° • - -•- J - �.- -1 ° +0,20% _ nQo Ri 354:. �` ..:.. :. .: _ ...�..... .:...:.k1 -x...:...:354 356 :...:...:...:...:...:...:...:...:... .:...:.. :. :... ..:...:...:...:...:.....:...:...:...:...:...:...:.... ..: .. - � ��- /NE y'y :356 -o.z6� - - - - - - FL OWL/NE PROF/LE DESIGN FL OWL/NE PROFILE +a20% +0.5jX51% kD I l� a .o . . . . . .. . . . . . . .. . . . . . . .. . . .: : : : : : : : : : : : : : : : : : : : : : : : : : : .EXISTING GI�O(dN0 •PROF/LE ...... 3 ? .� Q �ti.,� r�•„ z' �� DES/GN FLOWL/NE PROFILE . A T EAST FL-OWLINE DESIGN FLOWLINE PROF/LE CIVku ���P; 352:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:....352 354.................................................................................................................................... �FaFCAO.:...:.' 'l.'-1 ...:354 10+00 11+00 12+00 13+00 14+00 15+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PHASA_ S_6 b EAST FLOWLINE PROFILE EAST FLOWLINE PROFILE QN�sF x;2,3,4, ��S & o.VVU GG, C,1 -'72 f'k-W3 r M m m m N Z O Y 5 =rN-v, W UwZ z�gSew C -U O mg c> N F- 1- U U U a_ W,, W LCL N vWiss M t2 w <^�T 0 CONSTRUCTION NOTES Q1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Q CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 3Q CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -18. ® ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. F5 RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. ® SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. Q CONSTRUCT TBE 'M-2' TACK -ON MEDIAN CURB ON EXISTING PAVEMENT PER C.O.B. STD. DWG. ST -18. m W m ZQ OGE SEE DETAIL NWW ® CONSTRUCT OPENING IN MEDIAN AT LOW POINT. Q MEDIAN TAPER BY OTHERS, TRACT 6553 F1 -01 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". w C) w CD Iy z Q O ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. .(z)- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. — - - RIGHT-OF-WAY -U- EXISTING SEWER — -- —C�i— -- — EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT SAWCUT LINE PHASE LINE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. Curve Table Curve # Length Radius Tangent Delta C1 46.95' 30.00' 29.83' 89'40'01" C2 47.29' 30.00' 30.17' 90'19'29" O) 2 m Of r7 m Of r7 "i W 0- I� �1D W W OU Q Ln < p 0c.) } + z r NN Q 04 N Q Z m W m ZQ OGE I BAY TAPER r NWW �Z 0 N m r7 W Ld M M g r_ + N W w U N N N 19 20 20+06.9-9 21 21+56.99 22 I I UU 9 nk �G R=1' P � G P PG vo c 00'` P R=1' �4 c V) Il 1 I 1+60.69 R �0, II 22+13.35 -_10 10 N Iwa..< ,�-a.Q cn a. ca.n z Z Ono0 W Z wE— �< U > U N VQ M z J� m I— W JJ W w Na. ow NO � � Li � c~na CD O + Q L� Of + Nz + CN C14O a W N I� W cn 90' BAY TAPER Ln Of to Of r7 "i W 0- r7 r'i W W w Q Ln < M } m� r NN Q 04 N Q CD M m W m I BAY TAPER r �Z 0 z m W 23 1 24 ST STREET CL CONSTRUCTION ST LDSC RW & SECTION LINE CL RW PL 25' 55'-66' 9' FL FL' HIGH 48'-59' 7' BLOCK WALL REMOVE EXISTING PAVEMENT EX 10' EXISTING PAVEMENT TO REMAIN AND RECONSTRUCT EP VARIES LS AREA 3' HIGH BARB I SAWCUT 1 7 7 15'-26'2 x WIRE FENCE �� 25 0c0 � I INSTALL CONDUITS PER LANDSCAPE PLAN PANAMA LANE CONSTRUCT 0 50' A C PAVING OVER m TYPE "B" CURB & GUTTER W% 5.5' WIDE SIDEWALK CONST. TYPE"M"VSEE PLAN VIEW FOR—/COMPACT UNDER CURB, MEDIAN CURB STRUCTURAL SECTIONS GUTTER AND SIDEWALK * SEE C.O.B. STD. DWG. (TYP.) 6" MIN. TO 90% MAX. ST -11 FOR SLOPE DENSITY. TYPICAL PANAMA ROAD SECTION PARAMETERS NOT TO SCALE NOTE: ALL SAWCUT TO BE 1' INSIDE EX. PAVEMENT OR AS DIRECTED BY CITY ENGINEER. m z O _Q <t NE Q U') W W + Q0 N N _ I W a_^ � W D_ z ~ W z C.� m 27 v m 627E8 a � � it > Q r7 � } QLO M M � m� o + CD M cD N 90, W N I BAY TAPER r 28+88.07 21.00' RT 28+88.09 , 22.50' RT '9 30 111 _c, I I z I ry W � :D CD o cD Z • 7 mQ + ctfW N 046 1.00' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 47.12' 47.12' TI=9.5 R=35 _N_ ON CURVE ON CURVE �`� zcnr- Of Q:f(0fh fhmom;: F__ 04 UIQ Ud-U� U— Z�� ,Ld wcj m a' w 6m m W o HORIZONTAL: 1"=50' U-' w- N VERTICAL: 1"=2' W W r.O O 000 I�Of +CDn + +� + N N N 362 362 • EXIST/NG GROUND PROf_ILE AT SOUTH FLOWLINE . . . . . . . . .. . . . . . . . . . . . . ..- rT � � — - . . . . . . . . . .`. . . . . . . . . . . . . . PER TRACT 6553 _ _ ` - , - - _ . - / • — +0.20% 3 � -°.s�q _ _.� �.'. ;,,,+�^ ..............................�............................................................:....:....... :360 DESIGN FLOWLINE' PROFkE r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358............................................................................................................................................................................ .358 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 SOUTH FLOWLINE PROFILE CONTRACTOR MAY POUR CURB NOSE MONOLITHICALLY OR AS SEPARATE BACK TO BACK CURBS. STD. TYPE 'M-2' MEDIAN CURB a TALL TYPE 'M-2' MEDIAN CURB A o UTURE OVERLAY 1902 EXISTING AC MEDIAN CURB ON EXISTING PAVEMENT DETAIL 9 NOT TO SCALE 30+42.99 19.23' RT 31 I I 30+42.95 _ 17.73' R T �^- �tr 1 v f � No Exp - 96 Cf V 11.. L FG. F CAUF -7/b Ql4Ase 2,3, Vo 79 102 —l3" -lel R"CPI•t,�s� �-6 vaw ORDS DRAWING \'�--) P�_I-VK m � it it a<a z O_ N W w U N �zMw Z Y CL vo V) oma � N N 0�w MMS �T ROADSIDE SIGN & PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006, THE MUTCD 2003 EDITION AND MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. 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 MUTCD, 2003 EDITION & MUTCD CALIFORNIA SUPPLEMENT, 2003 EDITION. 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 8010-21C-19 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY 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. 10 a —IV— a 2 cc PANAMA LANEw h HORIZONTAL: 1"=50' PAVEMENT DELINEATION LEGEND SIGN LEGEND � EXISTING SIGN TO REMAIN. 38 INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A208, AND A20D. NUMBER IN Q INDICATES DETAIL NO. ON STANDARD PLAN. D INSTALL NEW 1 POST SIGN. FL11 INSTALL 12" WHITE LIMIT LINE AS SHOWN. INSTALL NEW MULTI -POST SIGN. REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN RELOCATE SIGN TO EXISTING ® CONFLICT WITH NEW CONSTRUCTION (TYPICAL). STREET LIGHT STANDARD. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. 0 RELOCATE EXISTING SIGN. INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). -� SIGN LOCATION 11 12 13 NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY COND111ONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SIGN CODES OM1 -3 - YELLOW DIAMOND OBJECT MARKER OM2 -2V - VERTICAL OBJECT MARKER R1-1 - STOP SIGN SNS - STREET NAME SIGN W3-3 - SIGNAL AHEAD R26(CA) - NO PARKING R7-9 - NO PARKING BIKE LANE R1-1 - STOP SIGN R6 -1(R) - ONE WAY (RIGHT) R5-1 - DO NOT ENTER R 11-2 - ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. Q J NOTE: WHEN FUTURE CONNECTION IS MADE EAST OR WEST, BARRICADE IS TO BE REMOVED AND BERKSHIRE ROAD IS TO BE STRIPED ACCORDING TO FUTURE W CONDITIONS. n I � 15 14 13 12 i I I 21 22 23 24 05 26 24+96.9 TYPE 3 BARRICADE OM1 -3/R11-2 :1'i�&l I I MSlk:2 :10 AWI I 27 -N- HORIZONTAL. 1"=50' 11 1 10 30 O,Z -17 —t& fp6sy 1 DWL� 19 P�qS� *2,3IV, 7, a. A. /,2 pHAsc !9-6 0OL1 RECORD Vi.ili'VI G M M F— cn OZ00 U O Z L Q J W U M Go2 30� w cm N LE W Y Q m 0 N C9 Z W W Z Z W m mmm I Z co �� M N ...1 r 3 N C,) c W Z co Z W Qj =a W o z z 1 I i { I O � =Nrn I (L 4 � W Z W m mmm t Z co �� Q � ...1 r 3 CL C,) c W Z co Z W Qj =a W a" z z 1 IL O � =Nrn N (L 0 W Z W ME IL C> � r U Nf-r U >- V U 0- W WW w=of :2"'-.0- <�L7 cn ~ t Z co �� Q � ...1 r 3 CL C,) c W Z co Z W Qj =a W a" z 1 IL O � =Nrn N (L 04 � ~ t W V �� W <C 3 c W w N T 1 R/W VARIES2 10' 30' 20' C 20' 10' 10 2' TYP *27o SEE C.O.B. STD. DWG. ST -11 FOR SLOPE Tangent *2% MIN.2N. C53 - - PARAMETERS 20.00' R/W VARIES2 10' 30' 20' C 20' 10' 10 -e'-- REVISiWS APPROVE D. A2- 12" �2 �� ELAINE Ep7v PA -1 R -C. E. 55102 EXP. (6/30M) 1AN P'S -RAW E 3217$ (Exp (12/31 Curve Table 2' TYP *27o SEE C.O.B. STD. DWG. ST -11 FOR SLOPE Tangent *2% MIN.2N. C53 - - PARAMETERS 20.00' 20.00' 090'00'00" C54 31.42' 20.00' 6" TY,I� "B" CURB & GUTTER 090'00'00" C55 7.09' W/ 4.5 WIDE SIDEWALK 3.56' GRADE LINE EE PLAN VIEW FOR COMPACT UNDER CURB, 42.00' 177.39' STRUCTURAL SECTIONS GUTTER AND SIDEWALK 17.39' 20.00' 60' RIGHT-OF-WAY (TYP.) 6" MIN. TO 90% C58 A TYPICAL LOCAL STREET SECTION MAX. DENSITY. 049'49'20" %,4J NOT TO SCALE 42.00' -e'-- REVISiWS APPROVE D. A2- 12" �2 �� ELAINE Ep7v PA -1 R -C. E. 55102 EXP. (6/30M) 1AN P'S -RAW E 3217$ (Exp (12/31 Curve Table Curve # Length Radius Tangent Delta C53 31.42' 20.00' 20.00' 090'00'00" C54 31.42' 20.00' 20.00' 090'00'00" C55 7.09' 30.00' 3.56' 013'32'10" C56 112.42' 42.00' 177.39' 153'21'30" C57 17.39' 20.00' 9.29' 049'49'20" C58 17.39' 20.00' 9.29' 049'49'20" C59 16.70' 42.00' 8.46' 022'47'12" C60 38.46' 35.00' 21.43' 062'57'52" CONSTRUCTION NOTES Q1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST --1. 02 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE "A". ❑ CONSTRUCT TER PER STD.35. ONTRACTOR iLCOMPACT 95% PTH OF 1') UNDER CROSS -GUTTERS AND A MINIMUM OBF 1S SIDE TO MAX.TDENSITY, TO A0 Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 ® OMITTED EXISTING SEWER Q CONSTRUCT 16' STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. Q ADJUST ALL EXISTING MANHOLES, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. M9 RELOCATE POWER POLES - COORDINATE WITH UTILITY OWNER. 10 SAWCUT TO NEAT, CLEAN VERTICAL FACE OR AS REQUIRED BY CITY OF BAKERSFIELD ENGINEER. 11 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER. REMOVE AND SALVAGE SIGN WITH N CONSTRUCTION OF ADJACENT TRACT. 12 CONSTRUCT 20' WIDE DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. -w- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1 INSTALL R1-1 STOP SIGN W/ STOP BAR. -a- INSTALL 5,800 LUMEN STREET 'LIGHT PER C.O.B. STD. DWG. ST -14. -(D- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. O EXISTING SURVEY MONUMENT PROTECT IN PLACE. - - RIGHT-OF-WAY - SEWER MAIN - - -o-- - - STORM DRAIN MAIN - -- - "' - -- EXISTING SEWER - - - �,- -- EXISTING STORM DRAIN O EXISTING EDGE OF PAVEMENT d O ± PHASE LINE 1 � XZp. 3 10+ 0 - 11 N 1 N 12 2 \ �� S89' 5'23"E 2 c° 11 271.58'Ln h r� • \ N W � � +_ -- - 3 o Mo N Moo �. 4 - - "0 N f� 1 cn cn Z TEM RARY z w SlJ w 5- - -O:f m 51 > LL_w 0 m a_ �1 0 o W O - 1 O O. O r r 00� nG_ 0) too o f I o 0 o co Lo rn C'4 w 1 b Vi 0 o `+ N N RARY SUMP + W o NMM o ?> 0 EASEMENT PER SEPARATE DOCUMENTw ry ow 0 c z GASOL COURT Ld w w CONSTRUCT 0.20' A.C. PAVING OVER -N- D Cn 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. 31.42' COMPACTED TO 95% MAX. DENSITY ON CURVE TI=4.5 R=14 oo o m(c m 0o U d- U co U 0)co Un 00 HORIZONTAL: 1"=50' U �- U c� Ln 0_a; a_ 00 w Ub no VERTICAL: 1"=2' _j G; w of r r� wLn COQW O� X17 m� Nrn N�+W"r- M O M d �_ O M> 00 ON � cD + 0 O N+ + + 0 + + O Ln N rrl O O + t - N Q .362 362 ................................ .................... ............. ..z.:...;...:...;.. EXISTING GROUND PROF/LE ' : : � � : : : A T ;WEST FL OWLfNE . : . ; ; 360* ...........:... .. 1. .. .............:.. -- ._- - - _ (1, �3_ : :. : : : :� : 0.25 : : : . -0.25%. : 0.63 . . . . . . . . . . . . . . . ; - 0. -0.38% 1• 5 0.28% : -0.50q; . :358 358' ...:...:...:...:...:............................ ......................... .....;...;...;...;.. DES/GN -f _L 0K SNE PROF/LE ; ; ; ; ; ; ; ...;...:...:...:... ... ...:356 356' .......................................... ...... .............................. , 9+00 10+00 11+00 12+00 13+00 14+00 15+00 31.42' NORTH FLOWLINE PROFILE ON CURVE 000 ULOU mUm wUnm pf00 �O 0' m0 m0 rnUo0W F-(� U r N U C� 0] d) J 6 W (y)dj O (73n c6 D 00 L Ln 00 LZ Ln 00 00M W Or7 O� ON�7 �M�r7 r`� + tf) O O 04 LIJ � r7 - �p O 00 o U� o + + + + N + + + O N N N O O - z .362 362 ............... .. .. .... ;. ; w...;...;...;...;......;......;.. EXISTING GROUND•PROF/L•E .ATEAST FLOWLINE 60 360' ... ........................ 3 .... .. .... ;.__.--..--.-.�... . ........... ................... .. . . . . . . . 358: ... :............. -I:..........................;...;...;...;...:...;...;...;...;...;...;...;...;... '358 DESIGN FLOWLINE- PROF/LE : : : : : : : : 356' ...:...:...:...:...:............................................................................... :356 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 SOUTH FLOWLINE PROFILE rn o Q Of U M M m C� 0 N ~ cp � m U N W CL w r W Z (D Un Z z u- DO N o O a' d O ± r- r- I\ N U m O 1- 0) N ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. + 04 + o CL N O + co ± N M '� + + N ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. C, o N v 1 1 } N T I W a T o 53 54 55 N 56 57 0 ` 1 N O En W m 2 -- - - r I w i o NEW SEWER MAIN 3 N 12 I - - L 12 - p 1 � XZp. 3 10+ 0 - 11 N 1 N 12 2 \ �� S89' 5'23"E 2 c° 11 271.58'Ln h r� • \ N W � � +_ -- - 3 o Mo N Moo �. 4 - - "0 N f� 1 cn cn Z TEM RARY z w SlJ w 5- - -O:f m 51 > LL_w 0 m a_ �1 0 o W O - 1 O O. O r r 00� nG_ 0) too o f I o 0 o co Lo rn C'4 w 1 b Vi 0 o `+ N N RARY SUMP + W o NMM o ?> 0 EASEMENT PER SEPARATE DOCUMENTw ry ow 0 c z GASOL COURT Ld w w CONSTRUCT 0.20' A.C. PAVING OVER -N- D Cn 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. 31.42' COMPACTED TO 95% MAX. DENSITY ON CURVE TI=4.5 R=14 oo o m(c m 0o U d- U co U 0)co Un 00 HORIZONTAL: 1"=50' U �- U c� Ln 0_a; a_ 00 w Ub no VERTICAL: 1"=2' _j G; w of r r� wLn COQW O� X17 m� Nrn N�+W"r- M O M d �_ O M> 00 ON � cD + 0 O N+ + + 0 + + O Ln N rrl O O + t - N Q .362 362 ................................ .................... ............. ..z.:...;...:...;.. EXISTING GROUND PROF/LE ' : : � � : : : A T ;WEST FL OWLfNE . : . ; ; 360* ...........:... .. 1. .. .............:.. -- ._- - - _ (1, �3_ : :. : : : :� : 0.25 : : : . -0.25%. : 0.63 . . . . . . . . . . . . . . . ; - 0. -0.38% 1• 5 0.28% : -0.50q; . :358 358' ...:...:...:...:...:............................ ......................... .....;...;...;...;.. DES/GN -f _L 0K SNE PROF/LE ; ; ; ; ; ; ; ...;...:...:...:... ... ...:356 356' .......................................... ...... .............................. , 9+00 10+00 11+00 12+00 13+00 14+00 15+00 31.42' NORTH FLOWLINE PROFILE ON CURVE 000 ULOU mUm wUnm pf00 �O 0' m0 m0 rnUo0W F-(� U r N U C� 0] d) J 6 W (y)dj O (73n c6 D 00 L Ln 00 LZ Ln 00 00M W Or7 O� ON�7 �M�r7 r`� + tf) O O 04 LIJ � r7 - �p O 00 o U� o + + + + N + + + O N N N O O - z .362 362 ............... .. .. .... ;. ; w...;...;...;...;......;......;.. EXISTING GROUND•PROF/L•E .ATEAST FLOWLINE 60 360' ... ........................ 3 .... .. .... ;.__.--..--.-.�... . ........... ................... .. . . . . . . . 358: ... :............. -I:..........................;...;...;...;...:...;...;...;...;...;...;...;...;... '358 DESIGN FLOWLINE- PROF/LE : : : : : : : : 356' ...:...:...:...:...:............................................................................... :356 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 SOUTH FLOWLINE PROFILE rn o Q � M M M 0 N ~ cp � �Q� N coC CL 0o W Z Un Z z u- = o Q J a' ca > , o O U Q wo00 04 CL N � V)o wU �wto a C, o N v � N W_ } m w Y m � W a m o � m Q Z co Q � � r CL F_ W Z c Un Z o = O W a' ca > , o O U Q cc 04 CL N � V)o wU C, Lu � o d 4 Cl) 1 N O En W w i o a v n PNASf- AZ,'3jL/j7,0 pub,sc S•4 n�G1 StECORD D ANIVI G i , I - -7a'3� a_ K /- 9 a) Z co Q � � r CL F_ W Z c F" WQ� :5; = O W a' ca > , o O Q cc 04 CL N � N C, Lu WQM d 4 I w r I 0