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5.1-11810
APPROVED BY: ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICA TIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPL Y WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRI TERIA, AND INCL UDE ALL IMPRO VEMENT REQUIREMENTS OF THE AD VISOR Y AGENCY OR OTHER REVIEW BOARD. / AM RESPONSIBLE FOR ALL CAL COLA TIONS AND DRA WINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR OTHER VIOLA TIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRI TERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED. ROBERT T. SWANSON DATE RCE 43032 (EXP 3- 31 -16) APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR RCE 61069 (EXP 12/31/14) IAJ i cl DATE ol M 0 1 i AW iW CITY (:) 1= I /k K EE f: ! . 1= I IE I 11D r STREET L /BHT NOTE.• STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86 -6.01 OF WHICH MODELS INCLUDE.• -- AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK ECl THRU EC7 SERIES CREE XSP / XSPR SERIES AND OTHERS ON APPROliEO LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER BASIS OF BEARINGS THE BEARING S 00'39'02" W SHOWN AS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST M.D.M. (ALSO BEING THE CENTERLINE OF GOSFORD ROAD) AS PER PARCEL MAP NO 10465 -0 RECORDED IN BOOK 51 OF PARCEL MAPS, AT PAGES 194-196 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCHMARK USED: CHISELED "0" AT NORTH END OF NORTHEAST CURB RETURN AT THE INTERSECTION OF GOSFORD ROAD AND HARRIS ROAD. ELEVATION = 360.48 (USGS DATUM) C.O.B. FIELD BOOK 102, PAGE 29 SHEET No. INDEX REVIEWED BY:....: . ............ TITLE SHEET .............. _._.....___ ............ , � I ..._. ! ............. 2 TYPICAL DETAILS - GENERAL NOTES r PANAMA LANE PLAN AND PROFILE MEDIAN DESIGN PLAN ri ASSISTANT PUBLIC WORKS DIRECTOR DATE ! I I HARRIS ROAD PLAN AND PROFILE) 3 PARCEL 6 PARCEL 18 YOUNG STREET PLAN AND PROFILE STA. 10 +00 - 23 +20 I YOUNG STREET (PLAN AND PROFILE) STA. 23 +20 - 36 +43 . ................... RYAN STARBUCK, TRAFFIC ENGINEER DATE -- y I (7) LUCY OLIVER PLACE (PLAN AND PROFILE) RCE 57651 EXP 12/31/14) I I I I .. ® SCARLETT DANIELLE COURT (PLAN AND PROFILE) ............. ._..... .. _ ............- 9 PANAMA LANE - HARRIS ROAD SIGNING AND STRIPING PLAN O c� L Ld PACHECO ROAD HARRIS I PROJECT SITE/ j-N- 0 0 Of 0 0 U) 0 0 __j I PANAMA LANE ------------------ ---- ------ ---- - -- - i F VICINITY MAP NO SCALE KEY MAP SCALE: 1 =200' -N1- N LIGHT _T LIGHT F BER GN MATERIALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES STREETS MAJOR STREETS 1;320 LF .50' A.C. /.50' A.B. (PANAMA LANE) 582450 SF TYPE "A" A.C. PAVING =2,192 TONS CL -II A.B. =1,082 CY SECONDARY STREETS 1, 320 LF .40' A.C. /.50' A.B. (HARRIS ROAD) 32,700 SF TYPE "A" A.C. PAVING =981 TONS CL -II A.B. =606 CY LOCAL STREETS 3 662 , LF .30) A.C. /.50' A.B. (LOCAL STREETS ) 161,128 SF TYPE "A" A.C. PAVING =3,625 TONS CL -II A.B. =2,984 CY 6" CURB AND GUTTER 10,039 LF 6" THICK DRIVE APPROACH 0 SF 4" THICK SIDEWALK 142438 SF 4" THICK SIDEWALK (DEFFERED) 40,563 SF SURVEY MONUMENT ENCASEMENT 15 EA STREET SIGNS 26 EA WHEEL CHAIR RAMPS 12 EA STREET LIGHTS (22,000 LUMEN) 5 EA (9500 LUMEN) 9 EA CATCH BASINS) TYPE "A" 11 EA CROSS GUTTERS 0 EA MEDIAN CURB (PANAMA LANE) 11192 LF NOTES: I. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CI TY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE NO. 326 -3049 2. ALL MA TERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICA TE OF COMPLANCEE STA TING THA T THE REQUIREMENTS AND STANDARDS SET FORTH B Y THE Cl TY OF SAKERSFIELD HA VE BEEN MET ,1 -1 \8lo GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, THESE DOCUMENTS SHALL BE MADE LATEST EDITION, AND STANDARDS PERTAINING THERETO. 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. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE 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 SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN BASED ON AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS AND DEPTHS OF ALL UTILITIES PRIOR TO THE 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 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 BY THE DEVELOPER. 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 THE SAFETY OF ALL PERSONS AND PROPERTY, AND IMPLEMENTATION OF THE EROSION, SEDIMENTATION & DUST CONTROL PLAN AND THE STORM WATER POLLUTION PREVENTION PLAN; 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 DRAWING OR SPECIFICATIONS, HE SHALL SUBMIT A WRITTEN REQUEST TO THE ENGINEER FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID FOR THE PROJECT. 15. SWANSON ENGINEERING, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY SWANSON ENGINEERING, INC.. 16. SEE GRADING, WATER, STORM -DRAIN AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. CITY OF BAKERSFIELD 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 DRAWING ST -22. 3. THE CONTRACTOR SHALL REMOVE AND /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 FOR THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED FOR THE LOWER "R" VALUE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 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 FEET BELOW FINISH GRADE ON LOCAL STREETS (1.5 FEET TO.2.5 FEET AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN NOT LESS THAN 90% RELATIVE COMPACTION FOR A MINIMUM DEPTH OF 1.0 FEET UNDERNEATH SIDEWALK AND CURB AND GUTTER. THE LOCATION OF 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 BACK CHARGED TO THE CONTRACTOR. 8. ALL CONCRETE TO BE CLASS B, 5 SACK, 2 1/2 TO 5 1/2 SLUMP PER CITY STANDARDS. CEMENT SHALL BE TYPE II. 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 OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE OF CALIFORNIA 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 SHALL BE MARKED WITH AN "S" STAMPED INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET THE APPROVAL OF THE 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 APPROVED EQUAL. ROADSIDE SIGNS INSTALLED PER CITY STANDARD DRAWING T -2 SHALL BE LOCATED WITHIN THE SIDEWALK, 6 INCHES FROM BACK. CITY OF BAKERSFIELD ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PC 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "PERFORMANCE GRADED ASPHALT BINDER" IN SECTION 92- 1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT 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. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. CITY OF BAKERSFIELD ASPHALT CONCRETE PAVING NOTES (CONTINUED) 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS OR MORE THAN 96% EITHER LESS THAN 90% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL T0, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION,' OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR AND LOCAL ROAD BEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THESE MATERIALS -OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR, ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD WITH CONSTRUCTION ACTIVITY (WQ ORDER N0. 92- 08 -DWQ) IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE CONSTRUCTION HOURS. AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL R 9' /W LANDSCAPE EA SEMEN PAD i * SLQ°E lIIllT IS 2Z AIN1l - 4.- 1 MAX. CrL R/W 64' 55' 55' F/L 48' 25' ' TYPE M MEDIAN CURB PER C.O.B. STD. DWG ST -18 Bw'2�4- I2, 6, � ...................... ......... ...... ... ................� .... SIDEWALK GB Al 2 1.5y MAX E .�. �. :.. . /yam 3. ./ \\ \ \ \ \\ \�\ 7 P N NEW FOR VARIES 2 TO 14 LA STRUCTURAL SECTION 6" TYPE "B" CURB & GUTTER 91 R/W LANDSCAPE EASEMENT * SCOPE LIMIT IS 2Z MIN. -4:1 MAX. 64' F/L 55' EP F/L FUTURE _ T J \11,_ REMOVE AND REPLACE EXISTING AC PA NNG 7 1 NEW STRUCTURAL SECTION FUTURE IMPROVEMENTS 110' RIGHT -OF -WAY TYPICAL PANAMA LANE SECTION T.I. =9.5 R =55 48' C. NO SCALE SAWCUT 719 NEA T, GLEAN VERTICAL I Fu TORE FACE 70 NORTH OF GENTERPLINE I MEDIAN Bw (M NORTH FACE OF fUTURE MEDIAN) 12' 2' 6 E ` e ........... ................... ......................... .....................,�, SIDEWALK I 1 n 2 _ �. MtN.� 3.5y : L: et- ............ .. .............. ......:...:...:...:: . ................. . .. ................ \ \ \\ SEE PLAN VIEW FOR STRUCTURAL SECTION 6" TYPE "B" CURB 6U17F1Pf'� 55' F/I 110' RIGHT -OF -WAY TYPICAL PANAMA LANE SECTION T.I. =9.5 R =55 NO SCALE R/W PAD CITY OF BA KERSF /ELD STANDARD PLATES 1. THE FOLLOW/NG CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTA /N LATEST 01 77O THEREOF, 10- 26 -89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER TYPE 'A'; 19 " AND "C ST-17 WIDE CROSS- GUTTER ® ST -2 COMMERCIAL DR/VEWA Y ® ST-18 MEDIAN CURBS (TYPE V '; W -1 " AND 'V -2'� ® ST -3 SIDEWALK El ST -20 PRI VA TE STREET GA TES ❑ ST -4 RESIDENCE DRI VEWA Y El ST-21 REFUSE CONTAINER PAD El ST-5 HOUSE NUMBER FOR CURBS ® ST-22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ST -6 PA VEMENT PA TCHES ® T 1 STREET SIGN, POST TYPE El ST -7 CROSS- GUTTERS ❑ T 3 MAJOR COLLECTOR TRANSITION ❑ ST -8 26 INCH PART CIRCLE CUL VERT ❑ T -12 MINIMUM ACCESS DESIGN Ej ST-9 STREET SPECIFICA TIONS ® T -34 TRAFFIC SIGNAL INTERCONNECT-WIRING AND PULL BOXES ® ST-10 STREET SECTIONS ❑ D -10 SIDEWALK UNDERDRAIN El ST -10A STREET SECTIONS ❑ D -11 DRAINAGE BASIN ® ST -11 STREET CROSS SECTIONS ® D -14 CA TCH- BASIN, TYPE 'A " El ST- 12 ALLEY CROSS SECTION ❑ D -15 CA TCH - BASIN, TYPE 'A -1 " ® ST -13 SURVEY MONUMENT ❑ SW -4 MANHOLE, TYPE 'A " WI TH DROP CONNECTION ® ST -14 STREET LIGHT MAST ARM TYPE" SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® ST-15 CUL -OE -SACS ® T -8 ONE- WA Y MEDIAN OPENING ❑ ST -16 STREET KNUCKLE ® T -34 TRAFFIC SIGNAL INTERCONNECT "FIBERGLASS STREET LIGHTS NOT ALLOWED CAL TRANS STANDARD PLANS 1. THE FOLLOW/NG CAL TRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTA /N LATEST 01 77O THEREOF) CAL TRANS STD. PLAN DESCRIPTION N RSP A 88 CURB RAMP DETAILS R/W 9 : ANOSCAPE EASEMENT * 26ff LIMIT IS 2x MIN. -4.1 MAX. 25' 55' EP J F/L FUTURE ' FUTURE BW I MEDIAN SIDEWALK 1 2 N ` r 5 } _ r MAX SEE PLAN NEW FOR REMOVE AND REPLACE EVSTTNG AC STRUCTURAL SECTION PA VING TO NEW STRUCTURAL SECTION FUTURE 6" TYPE "B" CURB & MUTTER IMPROVI -MENTS R R/W 9' ANDSCAPE EASEMENT PAD *fir * I6PE LIMIT IS 2X MIN. -4:1 MAX. 110 RIGHT -OF -WAY TYPICAL PANAMA LANE SECTION T.I. =9.5 R =55 C 64' 0 55' F/L ,, (_ 48' 25' 55' EP J F/L FUTURE ' FUTURE BW I MEDIAN SIDEWALK 1 2 N ` r 5 } _ r MAX SEE PLAN NEW FOR REMOVE AND REPLACE EVSTTNG AC STRUCTURAL SECTION PA VING TO NEW STRUCTURAL SECTION FUTURE 6" TYPE "B" CURB & MUTTER IMPROVI -MENTS R R/W 9' ANDSCAPE EASEMENT PAD *fir * I6PE LIMIT IS 2X MIN. -4:1 MAX. 110 RIGHT -OF -WAY TYPICAL PANAMA LANE SECTION T.I. =9.5 R =55 C TYPE M MEDIAN CURB PER BW CaR STD. DWG ST -18 2, 6, f f° 1, -1- .......... ............................... . SIDEWALK GB 1' 1.0q e. 15q 2' MIN • MqX _ ��-- ���.�' s �. ~: ^�� .�.;.�•, 3.5%'� \\ 7 we VARIES 2 TO 14 \ \ \ \\ SEE PLAN VIEW FOR STRUCTURAL SECTION 6" TYPE "B" CURB & GUTTER 110 RIGHT -OF -WAY TYPICAL PANAMA LANE SECTION T.I. =9.5 R =55 NO SCALE 55' ", SAWCUT TO NEAT, CLEAN VERTICAL FACE 7' SOUTH OF CENTERLINE (0 SOUTH FACE OF NEW MEDIAN) R/W o I y; .. - _..... ------- REMOVE AND REPLACE EXISTING AC PA NNG TO NEW STRUCTURAL SECTION NO SCALE s 64' 0 55' F/L ,, _ 48' TYPE M MEDIAN CURB PER BW CaR STD. DWG ST -18 2, 6, f f° 1, -1- .......... ............................... . SIDEWALK GB 1' 1.0q e. 15q 2' MIN • MqX _ ��-- ���.�' s �. ~: ^�� .�.;.�•, 3.5%'� \\ 7 we VARIES 2 TO 14 \ \ \ \\ SEE PLAN VIEW FOR STRUCTURAL SECTION 6" TYPE "B" CURB & GUTTER 110 RIGHT -OF -WAY TYPICAL PANAMA LANE SECTION T.I. =9.5 R =55 NO SCALE 55' ", SAWCUT TO NEAT, CLEAN VERTICAL FACE 7' SOUTH OF CENTERLINE (0 SOUTH FACE OF NEW MEDIAN) R/W o I y; .. - _..... ------- REMOVE AND REPLACE EXISTING AC PA NNG TO NEW STRUCTURAL SECTION NO SCALE s 0 .: CNI 0 ,, Ulld U) CIO N n CONSTRUCTION NOTES � / Lf � U w I p CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. O CONSTRUCT 6 " CURB &GUTTER PER C.O.B. STD. DWG. ST -1 W/5.5' WIDE + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T -1. � COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3 (UNLESS OTHERWISE NOTED). n INSTALL TRAFFIC CONTROL SIGNS AS SHOWN PER C.O.B. STD. DWG. T -1. 20 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. DETAIL A88A. _w INSTALL 22,000 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. (3� CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -18. _c> INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. (4) CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. Oo 1 EXISTING SURVEY MONUMENT - PROTECT IN PLACE �5 ADJUST TO GRADE ALL SEWER MANHOLES, VALVES, ETC. FL FLOWLINE STATION I upu - - PROPOSED RIGHT -OF -WAY (6) PROTECT IN PLACE ALL EXISTING UTILITIES AND APPURTENANCES. ----- - - - - -- ss ------ - - - - -- PROPOSED SEWER (SEE SEWER &STORM DRAIN PLANS) �7 REMOVE OR RELOCATE EXISTING OBSTRUCTION, COORDINATE WITH UTILITY OWNER. - -- - - - -- SD -- --�- -- PROPOSED STORM DRAIN (SEE SEWER & STORM DRAIN PLANS) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. � EXISTING AC TO BE REMOVED AND REPLACED TO NEW STRUCTURAL SECTION 0! m0 O I- U 00 w ,.;I- O - �:..- cy_ 011 < N wJ L n:.1 ' O �w.� {•,, } :::{, + I O i _ � ..... ....... .... r�e) U Z m W U `" "+ U i ", .,,! : ` \`."_ ' ;. ;'K�' .,:'' .; CONSTRUCTION NOTES R/W 11' F/L EXISTING IMPROVEMENTS 34' CIL 34' SAKUT 1' TO NEAT VARIES VERTICAL FACE, 6R AS 4 f - 32 W DIRECTED 8Y aTY M YNEER. SEE PLAN WEw FOR - SrRUCrURAL ZCnav 90' RIGHT —OF —WAY A_' TYPICAL HARRIS ROAD SECTION ---------- ''. 4 ; T.I. =7.5 R =55 NO SCALE 45' R/W f CURVE LENGTH p CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1 W/5.5' WIDE + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T -1. 90'00'00" COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3 (UNLESS OTHERWISE NOTED). 40.00 ew 90000'00" - 6 —n— INSTALL TRAFFIC CONTROL SIGNS AS SHOWN PER C.O.B. STD. DWG. T -1. 02 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. DETAIL A88A. Aw INSTALL 22,000 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. �m � �� W _c> INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST 14. ® — — �OLC� N Co EXISTING SURVEY MONUMENT — PROTECT IN PLACE 05 ADJUST TO GRADE ALL SEWER MANHOLES, VALVES, ETC. FL FLOWLINE STATION �j — PROPOSED RIGHT —OF —WAY © PROTECT IN PLACE ALL EXISTING UTILITIES AND APPURTENANCES. ss SEWER SEE SEWER & STORM DRAIN PLANS (7) REMOVE OR RELOCATE EXISTING OBSTRUCTION, COORDINATE WITH UTILITY OWNER. �. .W .......................W. �D W ......�...�...�...�.....��..��� STORM DRAIN (SEE SEWER 8c STORM DRAIN PLANS) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. Lri O �. Co R/W 11' F/L EXISTING IMPROVEMENTS 34' CIL 34' SAKUT 1' TO NEAT VARIES VERTICAL FACE, 6R AS 4 f - 32 W DIRECTED 8Y aTY M YNEER. SEE PLAN WEw FOR - SrRUCrURAL ZCnav 90' RIGHT —OF —WAY A_' TYPICAL HARRIS ROAD SECTION ---------- ''. 4 ; T.I. =7.5 R =55 NO SCALE 45' R/W f CURVE LENGTH RADIUS TANGENT DELTA 11' 62.83 40.00 40.00 90'00'00" C4 62.83 40.00 ew 90000'00" - 6 �'o°om C:) I 5' 2' 2' 1.59' 41IN 279' #K' 2% *SLOPE UM /TS ARE \ 2X MIN. 4.- 1 MAX. ROUGH GRADE LINE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C3 62.83 40.00 40.00 90'00'00" C4 62.83 40.00 40.00 90000'00" HARRIS ROAD CONSTRUCT 0.40' TYPE "A" A.C. PAVING OVER HORIZONTAL: 1 "= 50' 0.50' CL -II AB BASE OVER 1.10' NAT. GRD. HVERTICAL: 1 "- 5' COMPACTED TO 95% MAX. DENSITY T.I.= 7.5 R= 55 SEE SHEET 9 FOR SIGNING AND STRIPING PLAN SOUTH FLOWLINE PROFILE 100' VERTICAL CURVE 62.83' ON CURVE 62.83' ON CURVE 50' INERT CURVE 50' VERT CURVE 60' VERT CURVE ... j cn 1 1 O� r— >. Um l� �'o°om C:) CL >c�p W Cfl C)n m u� 0NUN W �m � �� W � Om C) 0 U� > �OLC� N Ud-UCU mod" > I`--> a_ Uri m roN > "t (>�}- > I���(o ,� z0 O �j o • ► 07 r� Lri O �. Co m 0 c� O Lc) O po O c� W Ln Ln 0 c� m LCD O co O Ln 0 r� W Lo LCD O Lo m� 000��00 � m Ln o6 Ln I—U U of F-- z F= U) r-- D + O - Lo O ai I- p ° I I 0� Ln 00 n I I C6 I I rZ y C� z � Z 0w� — + ± > > — 0 � � � N U-) � + U U am > > � - U �° ° > > - — ° + W j U U > > F— z— F- (n U � N (D rl__ mm N N 0 mm N ro N O 0-0 m O w uo NO m U 365 �Q w < z� Q 365 . . . . . . . . . . .'. . . W M .'. . . . . . . .' .ice. . . . . .'. . . N Qo ° -H d- L0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. :. +. ; . LQ 360. N ...... + ... 360 j, :�F� {..l �TH Flp /__11? of _11� F ......•........ ...........•.............. ..•. .. ......°.... ,. ......... , � •� �, f`` `� . . ... � . . ' . f�. _.....a ...... ...•.._._ ..... ._._. l: *r. ./ ....... _ . ...� �.;: � �iEC� -` \.' '.t.? -„ ail .. . . '� . . . . . . ry . rr • •'� �.; .. ..�f - . i j•.. �'' •� : "��: . . .... ... .,. ..... _.... ..... ...... • ..... _.... :.}: ° �..h� � �.....W _.......... __._ �. -- -..- _... .�.. 355 : ............................... . . . . . . . DE-SIGN - FLOWLINE PROF /LE . - -0.32 _! _. �• 8pq — _ ._ _ 5p% k ' _ . o �- o o� DESIGN FL OWL /NE PROFILE +0.67% . 355 ...:....:....:....:....:... .: ....:....:....:....:....:....:. ...:....: ....:....:....:....:........... ...................... ............................... ................... .. .... .............. 350. ......... ............................... .......................... ... . ........................................................................................................................................ 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 .350 24+00 SOUTH FLOWLINE PROFILE ... j cn 1 c > CL i� X W N n � II � CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 0 FUTURE 5.5 WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 20 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. DETAIL A88A. �3 -- NOT USED -- ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. ADJUST TO GRADE ALL SEWER MANHOLES, VALVES, ETC. © PROTECT IN PLACE ALL EXISTING UTILITIES AND APPURTENANCES. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. Q F- �-- W w W W o 0 �o QZ= op z Q 0o N 0o N Q -I � N + w + r O W PARCEL 12 i � i� i E •' ..... I I PROPOSED R W ......... ......... ....... � ......... .......... .........> _AC1 I 1 I ' N00'44'143 "E 11 I o `" 1 I_ I ,�. . T x:; i i N 11 + 8 6.3 3 ° i BC + C2 CD II I I I TY, V E i I € n V f rn i ry U w O 00 00 + 0 Irm- r 0 N U m ry �o 00 O + N N p CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. R/W 3o' C/L R/W 30' CURVE TABLE INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1. CURVE LENGTH RADIUS TANGENT DELTA 8' 22' I 22, 8 , C1 47.13 30.00 30.00 90'00'32.03" INSTALL TRAFFIC CONTROL SIGNS AS SHOWN PER C.O.B. STD. DWG. T -1. C2 47.19 30.00 30.00 89.59'27.97" 6' TYPE 'B' CURB & GUMR WITH 6" TYPE 'B" CURB do GUTTER NTH C5 171.00 978.00 85.72 10'01'.09" �- INSTALL 22,000 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. c6 174.85 1000.00 87.65 10•01'5.09" 5.5 lilDE COI�B/NAITON S/DEWi4LK 5.5 WIDE COKIB /NATIOYV �DEWi4LK C7 178.70 1022.00 89.58 10'01'.09" �- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 29'� 2q , . *2q M1 2�' it ti1�N �---' C8 331.07 2242.0 165.84 08 27 38.59 OO EXISTING SURVEY MONUMENT - PROTECT IN PLACE ,/ ,. •', • / , 388.14 2220.0 194.57 10'01'03.36" i \ 9A 398.77 2220.0 199.92 10*17'30.48'9 FL FLOW LI N E STATION C10 321.14 2198.00 160.86 08'22'16.36" \\ - /� '`� `�\ \ \ \i,\ ', • ' \ C11 61.74 40.00 38.93 88'26'33.51 " PROPOSED RIGHT-OF-WAY \' \�� �, C12 63.98 40.00 41.17 91 *38'48.73" sM PROPOSED SEWER (SEE SEWER & STORM DRAIN PLANS) \ \�� \� SEE PLAN WEW FOR \ \.� \ \,�\ \ C13 " ...,.. ' � STRUCTURAL SECTION �. 61.74 40.00 38.93 88 26� 37.04 PROPOSED STORM DRAIN (SEE SEWER & STORM DRAIN PLANS) C14 63.98 40.00 41.17 91'38 45.00 #SEE C.O.B. STD. DWC. S -27 N0 1E SIDEWALK IS FUTURE, TO BE CONSTRUCTED C15 341.80 2242.00 171.23 08'44'5.60" FOR SLOPE PARAMETERS 60' RIGHT-OF-WAY WITH EACH lND /VIDUAL LOT DEVF'LOPMENT. C16 331.66 2198.001 166.15 08'38'43.56" KA TYPICAL LOCAL STREET SECTION C6 PARCEL 24 PL U F- W -I 00 "c) �o N O N ro O0J Z mWo C) a_ U O N (.00 O3:: 00 O PARCEL 11 U � M N p �o U-) N 00 N + �t- 14 +85.12 5 ��C� cD '22 el M v� i rj TYP 13 +61.18 EC PL T.I. =6 R =55 47.13' _`-PL PARCEL 23 -PL . 61.74' U �-- W 00 ON CURVE UN vo mr< W� m 00 Z W U z U, (0 0 on N m U w~ U w Nry 00 O o a, ~ �o or_ 00 p • �p +� 0') -U-) w + O �N O 04 d- O CD t j�N N T.I. =6 R =55 ry U � W„ 00 O Lo • N t N NO SCALE PARCEL 7 PL 18 19 1 �s �� 20 ss 16 1 �»�, w. . TYPE �, .�� ..µ . .. 1 ,„,,,....,,,,,,.,.. •,,..^.^"�.'""" SID w �+ ... ...,...«�..^"^""w".""...�....�. s .....- «,...................�^^^.....- `"+ 5 ^'. „ ,,,,.w.....„„,�..,,,....,�...., s ........ .µ.,..........ms,,,,..,.....",". �'" .....�...,,,.,,. _- 1 Cam' S, r.. �.. ss PARCEL 22 m C� N � O O o + N N U m � O O o + 00 N N CONSTRUCT 0.30' TYPE "A" A.C. PAVING OVER 0.40' CL -II AB BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T.I.= 6.0 R= 55 3 w 00 W z w W Q Elf Z D C/) SOW W U W ry Q U (f) 01-1 W O � + o N 22 _ PROPOSED R/W PARCEL 19 W -� �o op N N N PARCEL 6 7---z w 62055 22+72.03 E C '- " s, 3 E w � 022 W w. ss wM 24 ry w µ c W Cn -PL z W W OC/) PARCEL 18 W O cl� C*4 O + O N N N N HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 5' 47.13' 50.00' VERTICAL CURVE J 61.74' 61.74' �-- W 00 ON CURVE UN vo mr< W� m -� z U, (0 0 on N m 194-0 Q [-- W -' 07 - 0 � W 04 d- O CD N N :D Z .4 0 + m • L0 0 C� N -+- 365 00 00 � . . . . . . . . . . . . . . . W W �n . . d- O I I U I I I I n- + U J -j -j `q � . . . . ry W c�i u rn '� N 00 ''`� � n n n Q CD Ir- U Cn n �- o O PARCEL 10 �r O TYP + �I W c.� O 0 c� • Z I 00 U7 T N N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -� p.� . . . . . C 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 +73.26 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ry U � W„ 00 O Lo • N t N NO SCALE PARCEL 7 PL 18 19 1 �s �� 20 ss 16 1 �»�, w. . TYPE �, .�� ..µ . .. 1 ,„,,,....,,,,,,.,.. •,,..^.^"�.'""" SID w �+ ... ...,...«�..^"^""w".""...�....�. s .....- «,...................�^^^.....- `"+ 5 ^'. „ ,,,,.w.....„„,�..,,,....,�...., s ........ .µ.,..........ms,,,,..,.....",". �'" .....�...,,,.,,. _- 1 Cam' S, r.. �.. ss PARCEL 22 m C� N � O O o + N N U m � O O o + 00 N N CONSTRUCT 0.30' TYPE "A" A.C. PAVING OVER 0.40' CL -II AB BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T.I.= 6.0 R= 55 3 w 00 W z w W Q Elf Z D C/) SOW W U W ry Q U (f) 01-1 W O � + o N 22 _ PROPOSED R/W PARCEL 19 W -� �o op N N N PARCEL 6 7---z w 62055 22+72.03 E C '- " s, 3 E w � 022 W w. ss wM 24 ry w µ c W Cn -PL z W W OC/) PARCEL 18 W O cl� C*4 O + O N N N N HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 5' =I= 47.13' 50.00' VERTICAL CURVE co 61.74' 61.74' a� u- 0 ON CURVE UN vo mr< W� m� .1 UO >1 U, (0 0 on N U� U � m N Nm �t-CD ��ON CURVE ON ON CURVE U� UO VO U� U0o �� �� C:) Po On n� n n m�j u') Lo NNE >po r.n m �� WC�1 �n Lo 0\j N d: O� m • L0 W L0 L0 mL0 WL WO nr� 365 00 00 � . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . �n . . d- O I I U I I I I n- + U J -j -j `q � . . . . Lo . . . c�i u rn '� N 00 ''`� � n n n cD n N 365 CD Ir- n �- o O d- �- �r + + + + W c.� O 0 c� • Z 00 U7 T N N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -� p.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N + Ln n 360 .................................................................... 171.00' ON FL OWL/NE . . . . . > . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 181.0 ON FLOWL/NE 150.04 ON. FLOKINE ' 360 34180 ON FLOWUNE . . . . . . . . . . . . 355: .................. .... ..... ...................................................... .....................:.....:... 355 DESIGN FL OWL /NE PROF /LE.N.4 . +0.2� ' +0.20 _ _ _. . 6.20 -o' S0� J. --- +0.60% +0.20......... +0.20 350......................................... DESIGN: FL OWLINE PROF /LE : . DESIGN FL OWL /NE PROF /LE 10+00 11+00 ............................... 12 + 00 13+00 ���� 14+00 ......................................... 15+00 16+00 ............................... 17+00 18+00 ............................................. 19+00 20+00 ............................... 350 21 + 00 22+00 23+00 24+00 � W � 4712' WEST FLOWLINE PROFILE W -.0 ON CURVE 50.00' VERTICAL CURVE 63.98' 63.98' y W U n U O m W U d- > � - W � 0- CN N O > � (� U � m � CCD ON CURVE � �n U d' ON CURVE � � of Lo ry n U O (� O f- C/ W Z 0) n 000 n m ro � m N d-to d- N N a m >� d. to U r�ro W N d-n m N NLo N �C CN mN �n U WN m W N� � � U O WU-) 365 n 00. 00 + 000 + 0 + �. �. � 00 p O d . . . . � . . . . �n . . . . . . . 00 + . . . . . . . . . . . . . . . . . . . . . . �n . . . . . . . . n . . . . . . . . . . . . . oD . . . . . O .p. . . . . . . L6 . . . . . � . . . . . . . . . . . . . . . . . . n O� r� CD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . 365 � W O CD �- o- Of m • O r- + 00 +. + + c 00 CD N Cn O Z p rr� . . . . . . . . . . . . . . . . . . . . . . . . . . . 360'II 178.70 ON FL OWL /NE . . 177.50' ON FL OWL/NE 143.64' ON - FL OWL/NE 360 331:66' ON FL OWL/NE : : : : : : r ✓ +� � ...... Wc.,,.+` i7/A/ £Z.,.%4 6,„ i� 'O I ND PR:,..f OF IL 355 :_132: DESIGN FL OWLINE PROF t . ................................... ............................... 355 w.�..... .� W�..� ....�.�. ...� �w. .�.......... .. .w. y� w ...� /LE • 3297 .�.... ... +0.20 %. +0.20 70.20 _ . . 0.657 _ . _ . . . . . . . %. +0.20. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + 0.20% 350 DES /GlV FL OWL /NE PROF /LE +0.60 +0.20 % . DESIGN FL OWLINE PRo t . 10+00 11+00 12+00 13+00 .......... 14+00 ................................................................................................................................... 15+00 16+00 17+00 18+00 19+00 20+00 ............................... � 350 21+00 22+00 23+00 24+00 EAST FLOWLINE PROFILE =I= N co C/D 0 cn u� +� a� u- 0 .1 �� . CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1 W/5.5' WIDE 0 COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3 (UNLESS OTHERWISE NOTED). 02 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. DETAIL A88A. 03 -- NOT USED -- ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. 05 ADJUST TO GRADE ALL SEWER MANHOLES, VALVES, ETC. © PROTECT IN PLACE ALL EXISTING UTILITIES AND APPURTENANCES. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. U �- W � � O O p N � N + N N W PARCEL 6 W � W 620S5 I- W - - PROPOSED R/W PL_ Z 22 +72:'_c)3 s w `' W E C � 13 N 11 '0 >-- ` 212 "E 25 i U W O ry � O N N N N _ 5 w�w 5 TYPE 1 P p CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T -1. INSTALL TRAFFIC CONTROL SIGNS AS SHOWN PER C.O.B. STD. DWG. T -1. -�-- INSTALL 22,000 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. _c> INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. Oo EXISTING SURVEY MONUMENT - PROTECT IN PLACE FL FLOWLINE STATION PROPOSED RIGHT -OF -WAY ss PROPOSED SEWER (SEE SEWER & STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER & STORM DRAIN PLANS) m � C� N p N p 0 0 CN 0 N + N co 0 N F- C14 ft� 0°p O L0 N N N UIJ m N p 00 O � N � N C.0 N PARCEL 5 U � m w CD co O • N � N + coo CN r W � W W --� U W OQz cn U � W � W � cn OF 26 26+ 55.82 _ I BC - y `�2' ss 29 +25.27 SS w m�M 29 U m 0o Of Lo L° + O (D C14 N N PARCEL 17 U m Of -C:) O O 00 N N N fA F U -J Ww O • N O N AmRo I R/W CIL 30' I 30' 8' 22' 22' 8' 6' TYPE 19' CURB & GIUTIER Nl1H 6' TYPE "B' CURB & GY/17FR IN1N 55 IND£ CAUOINAIKW S NEW LK 5.5' NlDE CAIBINAAOYV SIDENA LK 2,�_ 1 2% .sue PLAN wE►v ForQ srnucnUeu sECnaw SEE Caa sm. nK s -27 NOTE: srnEwax is funURE., TO BE caysnQUVm IN1H EA CH 1N�19IN/AL LOT DEI�FLGPM£IVT. FAQ SLAB pARAM£1FRS 60' RIGHT-OF-WAY �TYPICAL LOCAL STREET SECTION PARCEL 2 T.I. =6 R =55 0 �__ W -� O p �p Cfl 00 N + • I PL- NO SCALE U I- W J M TANGENT DELTA C17 C� � O O w w O ' p N p O N ON r,�jN +N 135.09 r10 + N 261.23 ro d- r� 09'58'41.16" C19 n 1522.00 PARCEL 11 62 .0 1 11 11 2 34 +75.70 1 EC -" 33 +01.54 �2 34 _.- R (i� fps s L 31+86.50 ,� 4' p� W 2 EC N09 - j TYP P F 30 18 (A 2 �+ Or, 7 TYP III � I � fill LUCY OLIVER PLACE SEE SHEET 7 W co Of -C:) 00 O + O N N N PARCEL 14 YOUNG STREET CONSTRUCT 0.30' TYPE "A" A.C. PAVING OVER 0.40' CL -11 AB BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T.1. = 6.0 R= 55 w O �- L 00 CD O O +N � N L U m orf 0 O p + r1r) N ro N m C� 07 � N � O + O It c\j to N R/W m w � p O 000 0 N + TYP ao SIN r.: NQO'44'43 "E 36 'A ss `M; _V �w ••a I C4 ......... OPOSED R/W ....... PARCEL 13 0 W O� Of O + O rn N CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C17 201.75 1478.00 101.03 07'49'15.41" C18 269.44 1500.00 135.09 10'17'31.20" Cl 8A 261.23 1500.00 130.94 09'58'41.16" C19 213.00 1522.00 106.66 08'01'01.78" C20 64.56 40.00 41.76 92'28'13.15" C21 61.24 40.00 38.44 87'43'33.22" C22 64.56 40.00 41.76 92'28'18.76" C23 61.24 40.00 38.44 87'43'28.06" C24 193.65 1478.00 96.96 07'30'25.14" C25 204.63 1522.00 102.47 07'42'11.96" C26 178.00 1022.00 89.22 09'58'43.89" C27 174.16 1000.00 87.30 09'58'43.89" C28 170.33 978 85.38 09'58'43.89" C3 62.83 40.00 40.00 90'00'00.00" C4 62.83 40.00 40.00 90'00'00.00" � W ry Q W or- O CL Q 0 = W z W U) Cn w 64.56' 64.56' 62.83' ON CURVE ON CURVE U ON CURVE m 0 U� U � m0 V 00 � O� � m� L�t.f) �� W� m� 0 C WN U U Nr4') N� �� U� U� w` � O� d- � m � W � N � � � � W m � � � � � 07 � r__ r.f) � �.C) L0 r4) 365 . ° ........... � ...... ............................... °° '� ° .� '� .. ° ° �' ° . 365 00 �, . 00 + . + + O N O + r.r) .-� + 0000 ONO co N o0 00 d-. + + N N + + + L (0 00 + + 0) r to .N. N . . . . . . . . . . . . . . . . . . . . . N Cif . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 360. ... ..... .... .. .360 201.75' ON FL OWL/NE 19165' ON FLOWLINE 116.27' ON FLOWLINE 61.73' ON FLOWLINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . E 7 IN G .GF." 0 UND PF I'LL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A L IC CEIV 7 LF/ ?L INE 355 .................. ................................................................................................................................ ............................ . �...m ..-- - - - -._ ..�. .........Y u......W v ................... ..�.. .,.�. � .�....�. �,. �.-. �........ M.. �.. ...........................�..� �.............,�,...�.... �...�. -�- ww .......... .... w m Q 500 (D-__ +0.46% +0.45%. ±0.20% +0.20% .- -0.20% . - -0.20% --_._ . +0.20% . . +0.20% . + .20% DESIGN FLOWLINE PROF /LE . ................................................. ............................... -0:60 ........ 060 %... .................................................................... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DE -1 FL Ot�LIIVE f�ROFILE DESIGN �L OWLI.NE PR :DEICE 350 . .......... ............................... ....................................................................................................................................................................................................... ............................... . 350 W `n 23+00 24+00 29+ 00 30+ 00 31 + 00 32+ 00 33+ 00 34+ 00 35+ 00 36+00 � � ,_,_, WEST FLOWLINE PROFILE cn J 61.24' 61.24' 62.83' _ ON CURVE ON CURVE ON CURVE U-) � (D V) m O m U U 00 m 00 Of U � 00 �� W� m U C? W N � m of L0 Z r.rj r� m w m w r.rj O d- rn O m w W N 000 � r� Lo � N � '� * K) r. . n Lo N r nj i.C) O -' 365 . ......................... ............................... • `� . '� .. '�' '�' '� o �' `� '�... ° �' 00 365 C) � + + + + 00 CN + + O d- 00 d- . + + N N 00 O O . Lr) C0 nJ N N N r� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 360: . 360 213.00' ON FLOKINE 204.63' ON FLOWLINE 111.23' ON FLOWLINE 59.10' ON FLOWLINE 7;�,%IG GR 0001,1 PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .�.... � v....�.. �.....� ........,� .........� �.......m _....,..� .......... . ....�. ...,....�..w ............. .,..�..........�....�.,. m..�. .�...... �; .�..�.... .�..�. ..�,�. ,�,. .,........ .......... �......� ..�..�. ...�. .�. �... �. L O /VG GL Al RL1A1 . .... .....,. .M..�.w....w......�....� .,.,.�,.. �...vM � � ,�.,.� .,..�...,. �.�.,.. �,.�.� .,.�..... .�.....�.....�.. ...�.• ..�.,.� �.- �., -,�.. �--� . . .. . --- ..� . v.... ..... �..� �..� . �..�. 355 ................ ... 355 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .... +0.20% +0.20% __0 _�.90% +0.45% +0.70% . . +0.20 %. . -0.26% . - -0.20% . +0.20% DESIGN FL 0WLINE PROFILE ...................... .......0.657..........+0,60 %... ..................... ............................... .... . DESIGN FLOWLINE. PROF /LE DESIGN FL OWL INE PROF /LE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 . ................................................................................................................................................................................................................................................. ............................... . 350 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 EAST FLOWLINE PROFILE I HORIZONTAL: 1 "= 50' VERTICAL: 1"= 5' U m H m Z r-r) � W U 00 Op O ~ w 00 � + . ►llr) N 64.56' 64.56' 62.83' ON CURVE ON CURVE U ON CURVE m 0 U� U � m0 V 00 � O� � m� L�t.f) �� W� m� 0 C WN U U Nr4') N� �� U� U� w` � O� d- � m � W � N � � � � W m � � � � � 07 � r__ r.f) � �.C) L0 r4) 365 . ° ........... � ...... ............................... °° '� ° .� '� .. ° ° �' ° . 365 00 �, . 00 + . + + O N O + r.r) .-� + 0000 ONO co N o0 00 d-. + + N N + + + L (0 00 + + 0) r to .N. N . . . . . . . . . . . . . . . . . . . . . N Cif . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 360. ... ..... .... .. .360 201.75' ON FL OWL/NE 19165' ON FLOWLINE 116.27' ON FLOWLINE 61.73' ON FLOWLINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . E 7 IN G .GF." 0 UND PF I'LL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A L IC CEIV 7 LF/ ?L INE 355 .................. ................................................................................................................................ ............................ . �...m ..-- - - - -._ ..�. .........Y u......W v ................... ..�.. .,.�. � .�....�. �,. �.-. �........ M.. �.. ...........................�..� �.............,�,...�.... �...�. -�- ww .......... .... w m Q 500 (D-__ +0.46% +0.45%. ±0.20% +0.20% .- -0.20% . - -0.20% --_._ . +0.20% . . +0.20% . + .20% DESIGN FLOWLINE PROF /LE . ................................................. ............................... -0:60 ........ 060 %... .................................................................... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DE -1 FL Ot�LIIVE f�ROFILE DESIGN �L OWLI.NE PR :DEICE 350 . .......... ............................... ....................................................................................................................................................................................................... ............................... . 350 W `n 23+00 24+00 29+ 00 30+ 00 31 + 00 32+ 00 33+ 00 34+ 00 35+ 00 36+00 � � ,_,_, WEST FLOWLINE PROFILE cn J 61.24' 61.24' 62.83' _ ON CURVE ON CURVE ON CURVE U-) � (D V) m O m U U 00 m 00 Of U � 00 �� W� m U C? W N � m of L0 Z r.rj r� m w m w r.rj O d- rn O m w W N 000 � r� Lo � N � '� * K) r. . n Lo N r nj i.C) O -' 365 . ......................... ............................... • `� . '� .. '�' '�' '� o �' `� '�... ° �' 00 365 C) � + + + + 00 CN + + O d- 00 d- . + + N N 00 O O . Lr) C0 nJ N N N r� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 360: . 360 213.00' ON FLOKINE 204.63' ON FLOWLINE 111.23' ON FLOWLINE 59.10' ON FLOWLINE 7;�,%IG GR 0001,1 PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � .�.... � v....�.. �.....� ........,� .........� �.......m _....,..� .......... . ....�. ...,....�..w ............. .,..�..........�....�.,. m..�. .�...... �; .�..�.... .�..�. ..�,�. ,�,. .,........ .......... �......� ..�..�. ...�. .�. �... �. L O /VG GL Al RL1A1 . .... .....,. .M..�.w....w......�....� .,.,.�,.. �...vM � � ,�.,.� .,..�...,. �.�.,.. �,.�.� .,.�..... .�.....�.....�.. ...�.• ..�.,.� �.- �., -,�.. �--� . . .. . --- ..� . v.... ..... �..� �..� . �..�. 355 ................ ... 355 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .... +0.20% +0.20% __0 _�.90% +0.45% +0.70% . . +0.20 %. . -0.26% . - -0.20% . +0.20% DESIGN FL 0WLINE PROFILE ...................... .......0.657..........+0,60 %... ..................... ............................... .... . DESIGN FLOWLINE. PROF /LE DESIGN FL OWL INE PROF /LE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 . ................................................................................................................................................................................................................................................. ............................... . 350 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 EAST FLOWLINE PROFILE I HORIZONTAL: 1 "= 50' VERTICAL: 1"= 5' CONSTRUCTION NOTES -j �8J T.I. =6 R =55 CONSTRUCT 6" CURB & GUTTER PER C.O.B. COMBINATION TYPE SIDEWALK PER STD. DWG. STD. ST -3 DWG. ST -1 (UNLESS W/5.5' WIDE OTHERWISE NOTED). 02 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. DETAIL A88A. 0 3 PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. �5 ADJUST TO GRADE ALL SEWER MANHOLES, VALVES, ETC. © PROTECT IN PLACE ALL EXISTING UTILITIES AND APPURTENANCES. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. W Q w __.. .. .......... ......... 1 E E E I E I E�E E E f 2 SDI 1...x...1 :. i V) x L Ld o 0 0 F X W W Lij J I � . I Cl %Y OF BAKERSF/ELD 0, 1 :m. p CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T -1. INSTALL TRAFFIC CONTROL SIGNS AS SHOWN PER C.O.B. STD. DWG. T -1. -�- INSTALL 22,000 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. Co EXISTING SURVEY MONUMENT - PROTECT IN PLACE FL FLOWLINE STATION PROPOSED RIGHT-OF-WAY ss PROPOSED SEWER (SEE SEWER & STORM DRAIN PLANS) ...... ....... SD PROPOSED STORM DRAIN (SEE SEWER & STORM DRAIN PLANS) C C I I Z 07 N + O Li ) I I V) (3i N C� i SEE PARCEL MAP NO. 11810 SEWER & STORM DRAIN PLANS - - - - - -- - -FOR' S-TO RV ---------------- - - - - -- ------ - - - - - -N 8915' 1-7" W ---------------------------------- N C2 C P /L co 5 + U cK a- 0 O O co Lei. W -j �8J T.I. =6 R =55 m J a PARCEL 17 m Z m L0 O C:) W W p U U fy_ JO ca + N N D M Inc ON �� U° C�C'1 +N T-7 LL co Lu N �- + 00.00 M PARCEL 2 1 32.62 1 33.00 PARCEL 4 O co ro r11__ o �Ln� co �� o!� X00 U� U� UI� � w o� 3 J I I c0 z� ,r-- "-� OTYI _ • �, � � �- N r� 3.0 R/W � LLJ W � Z � r ° 0 i- O N W N Ld CIL 30' I 30' 8' 22' I 22' 8' 6" TYPE "B" CURB & GUMR WITH 6" TYPE "B" CURB & GUTTER WITH 5.5' WIDE COMB /NA TTAN SIDEWALK 5.5' fWDE C MB /NA TTOYV S /DEWALK i *2q MIN. 215' MIN SEE PLAN WEW FOR STRUCTURAL SECnow # SEE C.O.B. STD. DWG. S -27 NOTE:• SIDEWALK /S FUTURE, TO BE CONSTRUCTED FOR SYOIpE PARAMETERS 60' RIGHT-OF-WAY WITH EACH /ND/VIDUAL LOT DEVELOPMENT. K*A*- TYPICAL LOCAL STREET SECTION 8 22' 22 t`8 � I 8 5 tC 9 • �' rt r� N�8'9" 1 1 �W� �� � S SD S� S ........ ...... ....... -------- - - - ---------- ........ -• .... ....... ....... +0 N (47 _JA �M DRAINAGE EASEMENT CURVE �8J T.I. =6 R =55 m J a PARCEL 17 C29 U 0 N N % U W p U U fy_ u') + w 0 U W CC o O O N Inc ON �� U° C�C'1 +N T-7 LL co Lu N �- + 00.00 + D 1 32.62 1 33.00 PARCEL 4 O co ro r11__ o �Ln� r- �� o!� X00 U� U� UI� � w o� PARCEL 14 J I I c0 z� ,r-- "-� _ E ? S TING � � P� .� jN �q�,. F/ ... • �, � � �- N r� 3.0 m NN U r� r� m�j c0 � ujre) M L,JN �fi � �p � I� � 8 5 tC 9 • �' rt r� N�8'9" 1 1 �W� �� � S SD S� S ........ ...... ....... -------- - - - ---------- ........ -• .... ....... ....... +0 N (47 _JA �M DRAINAGE EASEMENT CURVE LENGTH RADIUS m J a PARCEL 17 C29 U 0 oof U W N � W p 32.62 `03: 17.78 O C) O L0 Zo o 3 C) lei 33.00 17.78 56.37'58.75" C33 342.94 67.00 00.00 z C34 1 32.62 1 33.00 PARCEL 4 56'37'58.75" C) ro r11__ o �Ln� o'c0 U� �� o!� X00 U� U� UI� � o PARCEL 5 cv c0 N� I I c0 z� _ E ? S TING � � P� .� jN �q�,. F/ ... • �, � � �- N r� mN NN C) r� � r� m NN U r� r� m�j c0 � ujre) M L,JN �fi � �p � I� � C)NN J n n mN �; n r� O n � + r'� r` � r�j . . . ... . . ... . . ... . . ... . . ... . . ... �°' j 71 � ����. �� . . ... . . ... . . ... . . ... . . ... . . ... a� I I .cvm. ... . . ... I I I . . . m. . ... . � °' I I I I I . .o m. ..r.)•m O + � � � W U� I I �' �'- U D m C-) O II m.. + _ 00 O O N L0 � N c� 0 + .00 tDof t0 n + � . 0 :20- + J L� M ..� � _ M 00 z o M CD V' r7 J O + w...� .�.... M..... ' � 00 04 00 3 OWN J . . . .o .................. LL_ ....... ............. . ............................... . �f { Vol I ao l 1 ,.+�.. 1 "........."" S D w N "V )ITYP i i i r-..y OLIVER PLACE CONSTRUCT 0.30' TYPE "A" A.C. PAVING OVER 0.40' CL -II AB BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T.I.= 6.0 R= 55 3 S 'i SD ...... ........ ........ ss 12+ 50.00 W, a U O m 07 00 � 07 �- ± N J N LL_ (10 + J Li NO SCAI II z O + I 1A 0 / _E V) O O + PARCEL 15 N89'15'17 "W P/L PARCEL 16 R/W NOTE: ALL CATCH - BASINS) SHALL HAVE 3.5' WIDE OPENING, UNLESS OTHERWISE NOTED. CURVE TABLE CURVE LENGTH RADIUS m J a PARCEL 17 C29 U 0 oof U W N � W p 32.62 `03: 17.78 O C) O L0 Zo o 3 C) lei 33.00 i i i r-..y OLIVER PLACE CONSTRUCT 0.30' TYPE "A" A.C. PAVING OVER 0.40' CL -II AB BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T.I.= 6.0 R= 55 3 S 'i SD ...... ........ ........ ss 12+ 50.00 W, a U O m 07 00 � 07 �- ± N J N LL_ (10 + J Li NO SCAI II z O + I 1A 0 / _E V) O O + PARCEL 15 N89'15'17 "W P/L PARCEL 16 R/W NOTE: ALL CATCH - BASINS) SHALL HAVE 3.5' WIDE OPENING, UNLESS OTHERWISE NOTED. CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C29 342.94 67.00 00.00 293'15'57.51" C30 32.62 33.00 17.78 56'3758.75" C31 32.62 33.00 17.78 56'37'58.75" C32 32.62 33.00 17.78 56.37'58.75" C33 342.94 67.00 00.00 293'15'57.51 " C34 1 32.62 1 33.00 1 17.78 56'37'58.75" M0 W CL Q J U I I al I I PG &E TOWER LliVE f EASEMENTS) i 1-15'-1- 50 1415 20' - i - HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' SOUTH FLOWLINE PROFILE 64.56' 61.24' m ON CURVE ON CURVE m I I z0 00 0') c0 Urn Urn cr wLo ro r11__ o �Ln� o'c0 U� �� o!� X00 U� U� UI� � O �c0 m U c0 mrn U c0 ry o cv c0 N� I I c0 z� _ E ? S TING � � P� .� jN �q�,. F/ ... • �, � � �- N r� mN NN C) r� � r� m NN U r� r� m�j c0 � ujre) M L,JN �fi � �p � I� � C)NN J n n mN �; n r� O n � + r'� r` � r�j . . . ... . . ... . . ... . . ... . . ... . . ... �°' j 71 � ����. �� . . ... . . ... . . ... . . ... . . ... . . ... a� I I .cvm. ... . . ... I I I . . . m. . ... . � °' I I I I I . .o m. ..r.)•m O + _, I I I i �,.�.. L� � � � � � � . . ... . o O U� I I �' �'- � 11 c0.m + 0 I I I m a' cv I I m. c� O II m.. + _ + _ c� �-�- c� 0 + .00 � � m . n + N c0 +. .+ + . 0 :20- + J L� 355 ..� � _ � � . �� � � ; � y�� � �, z o ..� + O o J i w...� .�.... M..... ' 355 �. �. �. -.:-�.� . :+ . . . .o .................. ....... ............. . ............................... . 00 �- - 0.30% -0.15% - 0.31.1 CO% -�-0. -0 - - 0.60 +'.20� . 1 Al. 0.31 % . ±0.1'5% + . -� -0.30% DESIGN FLOWLINE PROFILE -0.20 -�• 20% . . . . . . . . DESIGN FLOWLINE PROFIL E . . . . . . . . . . . . . . . . . . . . . . . . . 350 . ...................... .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. . . . . . . . . . . . . . . . . . . ..................... ............................... . . . . . . . . . . . . . . . . .350 . . . . . . . . . . . . . . . . . . . ..................................................................................................................................................................................... 3+00 4+00 . . . . . . . . 5+00 6+00 . . . . 7+00 . . . . 8+00 . . . 9+00 . . . . . .. 10+00 . . . 11+00 . . . . ............................... 12+00 . . . . . 13+00 . . . . . . . . ................................. ............................... 14+00 15+00 . . . . . . . 16+00 17+00 NORTH FLOWLINE PROFILE z z o 0 Q 0 64.56' 61.24' 0 U w p - IIrn vjO 000) I� U� U af� W �rO �� ON CURVE ON CURVE �co �� �� 00Ncorn U� m Uc� O m w ... € t � 1 a ! �t f d . i � � f _ �f ------ . � .l / , N � l J 0- N N " ' U N N � l J � .l / ro U m N U U U L,J rr) m LiJ N r� O I� m N N u ! � r� 00 N r� m K) L 0 n W S J .� L'fx ' �'` ^. II II n II U o 0� N 00 �.. . . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . .. . . .. . . . . ... . . .. N cL . . ... + _ . . . m . . ... . c� . . Q m . .. O o + �.� ... . . ... . . N 'LL_ L� .. ; ° c0 o �o• N c� CJ ... L'- L� c0. m + m . a' c� . J . ... . . ... .o I I . . ... . +0 . . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . . co + .00 00 a + + + �Nn + 355 m..0 :�. 'cy rn O J L 355 W�.� +° 00 +: ..�:r�:. Q . . .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. ... 0••3 0% . . . . . -- 0..1.5% - 0.3� %• . . . +0.20 %. . . . . =0 60% . . . . . . . . ' - 0.6 0 +0'.20% .�. . +0'.31% . .�. -f- 0.1:5 .:. +0..30 �. .•. . . . . . . . . . . . . .'. . . . . .'. . . . . . . . . . -DESIGN FLOWLINE PROF /LE -0.20 0 - 0.200. DES /GN FL OWL /NE PROF /LC . . . . . . 350: . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .350 . . . . . . . . . . . . . . . . . . . ...................................................................................................................................................................................................................................................... 3+00 4+00 . . . . . . . . 5+00 6+00 . . . . 7+00 . . . . 8+00 . . . 9+00 . . . . . . 10+00 . . . 11+00 . . . . 12+00 . . . . . 13+00 . . . . . . . . ............................... 14+00 15+00 . . . . . . . 16+00 17+00 SOUTH FLOWLINE PROFILE CONSTRUCTION NOTES I I 11 I (` I f ' I I O J p CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. O CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1 W/5.5' WIDE + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T -1. I-- J s < COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3 (UNLESS OTHERWISE NOTED). in N rrj PARCEL 10 + 3 INSTALL TRAFFIC CONTROL SIGNS AS SHOWN PER C.O.B. STD. DWG. T -1. Q2 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. DETAIL A88A. �- INSTALL 22,000 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD {} INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 342.94 SPECIFICATION PTH- 02ALKYD 00.00 ^^ Q4 CONSTRUCT TYPE "A" CATCH Oo EXISTING SURVEY MONUMENT - PROTECT IN PLACE 56'37'58.75" -BASIN PER C.O.B. STD. DWG. D -14. U O � po � J w CL I 0 FL FLOWLINE STATION 05 .ADJUST TO GRADE ALL SEWER MANHOLES, VALVES, ETC. - - PROPOSED RIGHT -OF -WAY Q6 PROTECT IN PLACE ALL EXISTING UTILITIES AND APPURTENANCES. ss PROPOSED SEWER (SEE SEWER & STORM DRAIN PLANS) N Nd_ ro - -- SD - - -- PROPOSED STORM DRAIN (SEE SEWER & STORM DRAIN PLANS) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. N � N O PARCEL 8 SEE PARCEL MAP NO. 11810 SEWER & STORM DRAIN PLANS FOR STORM DRAIN PROFILES SD SD -- - SD SD Ipw P /L PARCEL 9 I� N co J L.� C C 0 d�- ai N + lei_ to + 00-1-1 U Of 00 0 O + 00 wl_j � O d- p � N � N co D S 54-7'V 8 S ss 5 7 +50.00 Lo d- ro + CL U d coo 0 O + 00 LPL_ PARCEL 7 �z UJ - m mZ w wd-oo JOAN U N Lj d- D T++ co V' W N � + • � 3 ao D D - N � CIO co z z U m w I I 11 I (` I f ' I I O J 5< U I'� ..................... CD 00.00 + N co I-- J s < 00 N pp in N rrj PARCEL 10 + 3 3 PARCEL 22 D S � � 32.62 w 17.78 56'37'58.75" C39 342.94 67.00 00.00 ^^ C40 LJJ a 81 56'37'58.75" 8' 22' 2 U O � po � J w CL I 0 w O 0 � � N N N x Q � x ( w ..... .......... I x W w E CfTY OF BAKERF /ELD N Nd_ ro I DRAINAGE EASEMENTEAEMEN � N Lo I. IE \4 ....... I I I ........ f PARCEL 8 SEE PARCEL MAP NO. 11810 SEWER & STORM DRAIN PLANS FOR STORM DRAIN PROFILES SD SD -- - SD SD Ipw P /L PARCEL 9 I� N co J L.� C C 0 d�- ai N + lei_ to + 00-1-1 U Of 00 0 O + 00 wl_j � O d- p � N � N co D S 54-7'V 8 S ss 5 7 +50.00 Lo d- ro + CL U d coo 0 O + 00 LPL_ PARCEL 7 �z UJ - m mZ w wd-oo JOAN U N Lj d- D T++ co V' W N � + • � 3 ao D D - N � CIO co z z U m w � I- U O J w U p CD 00.00 + N co C36 00 N pp in N rrj PARCEL 10 + 3 TYP ry U m � 00 Of r06 o0 + N � N Z W LLJ W W � = V) W W l U W 22 ' 2 ' 8' � N cD D 10 +0 00 o- �0 rd)z - s o U � � I I- DELTA I� I O 00.00 293.15'57.51" C36 f 33.00 o- �0 rd)z - s R/W -J Z_ M Z O V W O a_ N JO N Uw � w � O D r� TYP C/L 30' � 30' 8' 22' 22' 8' 6, / /rC O, IiVRO & GUTTER /C/T IIl%l7 6v 7 /PE AB, Wrt0 & W / /C/f NTH �21 55 1D£ CAlBINA110W SDEY�VX 5.5' NS COMB/NAIIOW 90EWALK 29 sff Pcav WE FOR snPUCAuRac Zcnaw sEE Gae. sm. nW s -27 NO 7E., srDEwA L K is Funs m BE ccwsnPUCTED NTH EACH IN�ND/AL LOT D£�FLA°Al£NT. ��"'�p'� 60' RIGHT -OF -WAY � TYPICAL LOCAL STREET SECTION PA M U 00"c 6 cj O C.0 + N � 07 + Li FRCEL 19 N N 3 1 IN 0 9115 sq s ss 12 +0.00 N m U CD + 0 •. i w � U m U � � O I- DELTA I � � O 00.00 293.15'57.51" C36 f 33.00 17.78 O � N 32.62 3 PARCEL 22 56.37'58.75" � � 32.62 w 17.78 56'37'58.75" C39 342.94 67.00 00.00 293.1557.51 " C40 co ' 81 56'37'58.75" 8' 22' 2 U O � po � � C)� nn Q0 0 0O o r� O 00 (,�N m N � � N N N O II N Z R/W -J Z_ M Z O V W O a_ N JO N Uw � w � O D r� TYP C/L 30' � 30' 8' 22' 22' 8' 6, / /rC O, IiVRO & GUTTER /C/T IIl%l7 6v 7 /PE AB, Wrt0 & W / /C/f NTH �21 55 1D£ CAlBINA110W SDEY�VX 5.5' NS COMB/NAIIOW 90EWALK 29 sff Pcav WE FOR snPUCAuRac Zcnaw sEE Gae. sm. nW s -27 NO 7E., srDEwA L K is Funs m BE ccwsnPUCTED NTH EACH IN�ND/AL LOT D£�FLA°Al£NT. ��"'�p'� 60' RIGHT -OF -WAY � TYPICAL LOCAL STREET SECTION PA M U 00"c 6 cj O C.0 + N � 07 + Li FRCEL 19 N N 3 1 IN 0 9115 sq s ss 12 +0.00 N m U CD + 0 •. i w � U m U � � O I- DELTA w � � O 00.00 293.15'57.51" C36 32.62 33.00 17.78 O � N 32.62 3 PARCEL 22 56.37'58.75" C38 32.62 33.00 J L� Lo C0 + T.I. =6 R =55 Nr 3 SCARLETT DANIELLE COURT CONSTRUCT 0.30' TYPE "A" A.C. PAVING OVER 0.40' CL -II AB BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T.10= 6.0 R= 55 LII U) O M+ a, N89.15'17 1"W 5 0 w NO SCALE NOTE: ALL CATCH - BASINS) SHALL HAVE 3.5' WIDE OPENING, UNLESS OTHERWISE NOTED. PARCEL 20 PARCEL 21 R/W P /L m <I w �I < I CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C35 342,94 67.00 00.00 293.15'57.51" C36 32.62 33.00 17.78 56'3758.75" C37 32.62 33.00 17.78 56.37'58.75" C38 32.62 33.00 17.78 56'37'58.75" C39 342.94 67.00 00.00 293.1557.51 " C40 32.62 33.00 17.78 56'37'58.75" PG &E TOWER LIN EASEMEI�T(S� 5' i 50 I i 5' i 2' I I I I I I I HORIZONTAL: 1 "= 50' VERTICAL: 1"= 5' SOUTH FLOWLINE PROFILE k 61.74' 63.98' U O m ON CURVE ON CURVE m I) O z r-_ CD CD d- U O � po UO W N � C)� nn Q0 0 0O o r� O 00 (,�N m N UN N N N II N Z N Nd_ ro � N �-- N O � N Lo m U LNG m N W N m N Lu C, � LC) U N � N O Ln N O N Ln rn I I + I I oo I I I I �. � �,r� J J 00 00 °? 0o i I 11 �.r� r7 I I I I W 0. . . . V- . . .00 V. + U . . . . . . . . . . . U .w .I.�L,� .000 . . . 00. . . . N U �� N I I O m ± � O m. . C 7 N - m C 7 o I I �. -1- � . + 00 .00 . . . d' . CD . . . + + + + QW O O 0 O OW + . + -J L.j_. 355 . . . . . . . . . . . . W.... . . . . . . �..� . . . . . . . . . . . . . . . . . . . W . . . . . . 0o . . . . . . . . . N z o �- �- . . . . . . Z O . . . . . . . . . +. . . --� ..... ... .. J ... .. ... ....................... 355 .. .. m H... �. + 0 Li . .. . . . ' � - N LINE . -0.30 - 0.1:5 -0.31 0 - 0.20% p.60� 0 6pq�� o• + +0.20 - +0.31 +015 a .0. +0.30% .. - - . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 : DESIGil FL OWLINE PROFILE . .............................................................. -0.20 -0.200 : : : : : : DESIGN FLOWLINE PROFILE : : ............................... : : : : : : : : : : : .......... ............................... : : : 350 . . . ... . . ... 3+00 . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... 4+00 5+00 6+00 . . ... . . ... . . ... . . ... 7+00 . . ... . . ... . . ... . . 8+00 ... . . ... . . ... . . ... . . 9+00 ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... 10+00 11+00 . . ... . . ... . . ... . 12+00 . ... . . ... . . ... . . ... . . ... . 13+00 . ... . . ... . . 14+00 .. . . ... . . ... . . ... . . ... . . ... . . ... . . ... . ..... . . ... 15+00 16+00 . . ... . . . 17+00 z NORTH FLOWLI N E PROFILE 0 z 0 Q U Q z U O 61.74' 63.98' U v o m ON CURVE ON CURVE a z _ - II O � O U O of po �-' 0 W N 00 0 Of ft�po Of Lo wU-) � 000 U U to U d- U O O 00 VN m N UN � n ro N d- 11 N (� r W E��WE'�f� ..� . ALONG ��VT �LF�N � N d;� d' N N O� i� N �.r� m Lo m W N m C�j W N m N V �ro �- row � C��Vnro N �'n Lo 0- N Orlj Ln N N u� '. +� °o I I c1" I I � _j I 1 00 a? 00 _j I 111 cD 11 I I I +t�j N I I O I i t t N �. + _ m . LL_ U O m . O C' !'� m U _j (� . W l� co . . . .co N . N U. --� � to � N C0 W CD m .. + C D � m . . . ... . C' . � m . . CD ... . . ... . . ... . . ... . . ... � [L ... . . -i- _ .. . . ... . . ... . . ... . . ... . ` Co 00 0+0 C)f 00 Oa C� O 0 W -- + O+ -}- W ►� 355: ................................................... ..............L.... ......... 00 ..... ...... N 355 . . . . ' . . . . ' . . . . ' . . . . ' . . . . ' . . . . ° . . . . . . 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STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER _. .................... .. ................. . ..... ................ TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ..... ..,,,.,:,,.........- .„- .:'..:.. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 8. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRYED OFF AND SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. 9. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER T N CAL RA S 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER STANDARD SPECIFICATION PTH- 02ALKYD CALTRANS "MANUAL OF TRAFFIC CONTROL, 2012 ". 5. ALL TRAFFIC SIGNS SHALL BE PER CALTRANS SIGN SPECIFICATIONS. STRIPING LEGEND SIGN LEGEND 20,4 AND A20 -C. NUMBER INOINDICATES DETAIL N0. ON STANDARD PLANS. ■ INSTALL ROAD SIDE SIGN INSTALL "BIKE LANE" AND BIKE LANE ARROW PER CITY OF BAKERSFIELD � INSTALL ROAD SIDE SIGN ON POWER POLE STANDARDS EXISTING SIGN TO BE RELOCATED nW 12' WIDE X -WALK PER CALTRANS STANDARDS ❑ EXISTING SIGN TO REMAIN LL 12' WIDE LIMIT LINE AS SHOWN � ROADSIDE SIGN �-- INSTALL STREET NAME SIGN AS SHOWN "STOP" MARKING PER CALTRANS STANDARDS �( TYPE = ARROW PER CALTRANS STANDARDS (SEE PLAN FOR DIRECTION) Z W f < O r Z C/) : 6 < > Ff_ I m m R26(CA) w R1 -1 O 0 1 w Y (MOUNT ON EX. POWER POLE) ; ,., R81 CA m m `' _ - :-• ` W4 -2 R7 9a W9 1 -R7 -9a R7 - 9a R7 - 90 W10 -1 . w...... ® 25' MAX. SPACING INST ALL CHANNELIZERS 81 b(CA) E `... ... ............................... ........ i. `' �..,.C...__.._.._ sv. .-. 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