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1.1-7317 PH 6 & 7
11 Iwo :\EVIEWED BY -A. TRAFFIC i ENGINEER, O BAKERSFIELD RYAN r i STARBUCK RICE 57651 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE STUART Pi O : RCE 44898 A r9i APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 MI 111, MAI BENCHMARK CONCRETETOP, OF i AT isLINE it COURTSECTION OF CHICHESTER AND STOCKDALE RANCH DRIVE. ELEVATION= I -- BEARINGBASIS OF BEARINGS; - 89"07'16" LINE OF PARCEL 6 PER PARCEL MAP 12232 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE RECORDER'SOF THE KERN COUNTY I SHOWN UPON THIS MAP. PARCELS AND •', OF PARCEL #Ilr AS PER AP RECORDED O•DD O OB' s 3 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE CALIFORNIA. Lu d t Lu :D B TITLE SHEET 1 0 Q' GENERAL NOTES i STANDARD ® ¢ ¢ STOCKDALEry Ea 1 HIGHWAY BROOKLINE i _ _ — - ----- - — _— _ - - - - - - - - - - - -- _ M BROOKLINE LANE 7 23+02- 0 LOCAL STREET i COURTWINOOSKI LF COURTGENNES LF r rr COURT CANTERBURY L GILSUM COURT 107,582 F 76,897 SF 184,479 F " CURB AND GUTTER5,586 1 LF 4,162 LF 9,748 LF CONCRETE SIE ALK 18,558SF TRACT 7,317-4 13,914 SF 32,472 CONCRETE IVEWAY 9,953 ��4�f 8,544 TRACT 18,497 SF MEDIANCURB 119 LF 0 7240 -- 119 L CROSS GUTTER j �(%/ TRACT %TRACT 7317-2 1 SF 1,450 _ _____ _ _____ _ _____ _ _____ _ — _ _ _ --_(_ EA 16 EA STREET NAME SIGNS 8 EA s 7317-5 ' 10 EA TRAFFIC SIGNS 3 1z A, I - WHEELCHAIR RAMPS 10 EA RANCH pR1vE EA --- A: E LED STREET LIGHTS 7 EA r� EA SAWCUT 155 � 70 I 225 LF AC DEMO 6,039 SF 0 SF TRACT L .- TRACT TRACT 7240 TRACT 7317-3 7317-1 I i 1 - _-----r--TRACT 7317-7 KERN COUNTY WATER AGENCY VICINITY MAP INDEX ESTIMATEDa) (D TITLE SHEET CI) GENERAL NOTES STANDARD INSPECTION FEE CALCULATIONS. COURT WATERFORD STREET CD BROOKLINE 'Q BROOKLINE LANE STREETS PHASE M BROOKLINE LANE 7 23+02- 0 LOCAL STREET i COURTWINOOSKI LF COURTGENNES LF r rr COURT CANTERBURY L GILSUM COURT TI IPLAN 6i CHECK AND INSPECTION FEE CALCULATIONS. T TO BE USED FOR BIDDINGPURPOSES. 'Q STREETS PHASE 6 PHASE 7 TOTAL LOCAL STREET 2,907 LF 1,910 LF 4,817 L ,0' A.C./ 107,582 F 76,897 SF 184,479 F " CURB AND GUTTER5,586 LF 4,162 LF 9,748 LF CONCRETE SIE ALK 18,558SF 13,914 SF 32,472 CONCRETE IVEWAY 9,953 SF 8,544 SF 18,497 SF MEDIANCURB 119 LF 0 LF 119 L CROSS GUTTER 725 SF 725 SF 1,450 SF SURVEY MONUMENT ENCASEMENT 10 EA 6 EA 16 EA STREET NAME SIGNS 8 EA 2 EA 10 EA TRAFFIC SIGNS 3 E WHEELCHAIR RAMPS 10 EA 2 EA 12 E LED STREET LIGHTS 7 EA 15 EA SAWCUT 155 LF 70 LF 225 LF AC DEMO 6,039 SF 0 SF 6,039 L welit ELIMINATION1. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGA t COMPLY WITH THE TERMS OF THE GENERAL PERMIT ► r DISCHARGE r► STORM WATER ASSOCIATED ACTIVITY (WQ ORDER NO. 2009-0009—DWQ AS AMENDED BY 2010-0014—DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY ACTIVITY.aNCE WITH THE GENERAL PERMIT REQUIRES fi y y STORM WATER POLLUTION PREVENTION PLAN y i PREPARED, i 1• Ik [ CONTINUOUSLYCARRIED O AND ALWAYS BE AVAILABLE FOr PUBLIC PODURING NORMALr DISCHARGE IDENTIFICATION 5F 15C390783 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS r►i KEY MAP LEGEND LIST OF ABBREVIA11ONS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL ■ *i 11 INULA IV01VIbLNL t ` \ DIRECTION OFI DRIVEWAY _ L L CONCRETE MONUMENT I 1ED STREET LIGHT ECR— END CURB RETURN I– POINT OF INTERSECTION' CB#12 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGNBEGIN PIVC_ POINT OF INTERSEC11ON VER11CAL CURVE BEGINPOVC— POINT ON VERTICAL CURVE A EVC— END L 3 PRC— POINT OF REVERSE CURVATURE IT OF COMPOUND CURVATURE4 POINTGB— GRADE BREAK' r -- HIGH POINT 1 BEGIN06 r 9 4 t 10 8 7 r T `® v G 2' 5 A,y 1 ' r p11, 6 1 � 4 SF32 , 1 1 3 15 6 �, ` 2 r , 30 7 `'& ` , q�' �kr 34 h'Y QZ� 1 r ® 2 .- 1 17 r rl -- 19 16 2 8 35 10 27 -- LOT " 23 2 14 13 12 21 11 2 AT TANK SITE 20 � 0 15 _ G �' 2 ROKLINE 17 I 24 LA -- LOT "A" 24 CB# 42 �� i 1 ` ® Su 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 20 21 COUNTYA_ ATE C (CROSS VALLEY CANAL) KEY MAP SCALE: 1'=200' 1-1 FUTURE PHASE 51 f •g ~` '`�.� / /f 1 4 47 46 4 / / 42 ` r � ® 43 44 41 B#1 4 CO 1EXISTING PHASE 3 3 33 q 7 39 37 I PHASE I I 22 1 I f I w w z U)w 6i 'Q N ui LL. LL W ® $- W ui - LLi LL Q ILL 1 LCL of GL FUTURE PHASE 51 f •g ~` '`�.� / /f 1 4 47 46 4 / / 42 ` r � ® 43 44 41 B#1 4 CO 1EXISTING PHASE 3 3 33 q 7 39 37 I PHASE I I 22 1 I f I w w z U)w ■ r y ! i i ► :.. ` y i t ■." ■ iw` t � t i � t t ■ x i *� � /" k a i / A T ► 7 i.: � / / ■r ■ a i t i, �, r. i ■ i I�, 7 i Rl lr t �i t ia. it ,r �' i ■ a' �! a �i � iir ' #` �i � t ' � ' ♦ ■ a i � i � � I1 A 7 � i A a , r, , * i i � ! � i , r ► ', � y !■ :,: ! ! ■`�. r � � ! # ! x * a � r, a j., i ! l A! �r ■ � ■ a If �', i !■� A a ' A A ■t ' ■ * i i ■ y i w ■ i ■ Vill MIN 16 MUFTWIMMET10 �JN ,! rri 7 �' # � � ' a � r" � r► , �.. a' R� � r a :. � r,. is *' ww i GO del OF r r t ■ 7 !! r i■ 1. a ! , r, ;r � ■! �r , r ! r �r r t ■r , �r fsa r t■ . a ■ � :, ITR w, r !! :. * ■.. y � !,: ; w y ■ , ■ ! w,. # t i i � w �,.,, � �' ♦ � r r ■ � i t r t t r a r x a i` i i� I� w T lop a ! i ! i * ! F ; a i ! � ! i i � i` ■ y + � a i a a i r♦ � � � �' !yi � ■ry s#w ; � y ,yu� ! ; � rr � �I a � a y ■ � w y t�! , � y, � , Mr� ! y, !w� � w! , � r i■ i A i : A ' # ! ! ' r x r a � A �, � a a ! � � i►� a � i t , r y ■, I! " • ! a ! **! '" a !.... ' . a.. TIM "j i A II ' M ■ ■ a,.. , !, 7I • ,W ! w ' a A II� ! a r a ■ !:. w y y :. A x � Alr:i� � ' a � ilr � i � � t � a r ■ ■ i OF GO �, y r x Mi■ i A � � IlM � ' i � ' i' ♦ ■ * � � � i r it ; ` r , WAljMjW"I=*V'fjq6 Oil i t r COB STREET IMPROVEMENT NOTES fCONTINUED) CITY STANDARD PLATES LE TH F PAVEMENT L THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES I T GREATER 11' ' I THAN THAT WHICH CAN BE SURFACEDDURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. < ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSEDROP-OFFS ON EACH LANE. 20. MAXIMUM LOPE RATIO FROM BACKF SIDEWALK TO FACE OF WALL OR STRUCTURE HALL BE 4:1, 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELDU IVT I AND ENGINEERING DESIGN UAL STANDARD DRAWINGSALL BE CONSIDERED A PAT OF THESE PLANS. (CONTRACTOR TO OBTAINLATEST EXCEPT FOR TWO FEET BEHINDTE SIDEWALK WHERE THE MAXIMUM SLOPESHALL BE 2%. EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE) PLACED ON ALL CONTIGUOUS LANES F THE TRAVELEDY BEFORE THE LANES RE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEENTHE ENDS OF A LAYER OF ASPHALT ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBINGHf THE SIDEWALK OR OTHERETH 72.67' SHALL BE PLACED ALONGTHE TRANSVERSE DROP- FF LANE. SUCH ADDITIONALASPHALT a CONCRETE SHALL BE HAD RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS F THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHERAPPROVED BOND BREAKER,Y BE PLACED ui UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHENOPERATIONS , 2' 23' TO PREVENT EROSION ONTO THE SIDEWALK. I iP-nON CITY STD. NO. DESCRIP11ONIDESCRIPTION 1. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN E E T OR GREATER 1, SEE WATER, STORM -DRAIN, AND SEWERIMPROVEMENT PLA FOR OTHERIMPROVEMENTS THAT ARE THAN 4 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE ST -1 CURB AND GUTTER TYPES " AND "C" 0 ST -23 STANDARD TYPE 15 POLE (STREET LIGHT) El SW-6FRAMES AS FOR MANHOLES & CLEANOUTS PAT OF THIS PROJECT. MEET THE SPECIFIED AGE, THE ASPHALT' CON C ETE: REPRESENTED BY THAT LOT SHALL BE REMOVED }, " " __ _' }} ECACURBSTYPE -1 -2 T-23.1 PULL IS EITHER LESS THAN THAN o, THE ASPHALT CONCRETE REPRESENTED BY THAT, ;LOT ,ILL T-1 STREET E SIGN, POST TYPE 2. I CAPE IMPROVEMENTS HO AEF INFORMATIONAL SES L. ACTUAL LAYOUT,COLORST- CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. w 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR i- B. ASTM D1188H SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. I C STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. AND TEXTURED PATTERN SHALL BE APPROVED THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT. C. IN CAE OF DISPUTE, METHOD "B" SHALL BE USED. ST -3 COMMERCIAL/MULTI -FILY DRIVE APPROACH -TYPE "" 0 ST -23.2 I ATI /NON -METERED PE ESTAL UTILIZING DIAMOND BLADES, ( REMOVAL AND REPLACEMENT, OR () PLACEMENT OF AN ASPHALT CONCRETE T-2 MISCELLANEOUS SIGN DETAIL . CONTRACTOR SHALL STA A "C" ON TOP OF CURB OF MEDIAN OVEREACH CONDUIT LOCATION. CONTRACTOR'S EXPENSE. ST- COMMERCIAL/MULTI-F ILY DRIVE APPROACH -TYPE " " 0 ST -23.3 NON -METERED UTILITY PEDESTAL LONGITUDINAL LI ITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST T-3 STREET SIGN PANEL MAST ARM MOUNT COB ASPHALT CONCRETE PAVING NOTES CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. S-4.1 COMMERCIAL/MULTI-FAMILY IV i' AH -TYPE "" ST -23.4 BADGE NUMBER STREET LIGHT COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPE FOG T-4 ARTERIAL EXPANSION ITHOT BIKE LANES AT INTERSECTION 1. ASPHALT CONCRETES ALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTORSTREETS Y CITY ENGINEER. ST -5 COMBINATION SIDEWALK ST -23.5 BADGE NUMBER TRAFFIC SIGNAL CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO 200-2.4 OF THE "GREE 0 ", WHICH ALLOWS UP TO 50% WITH ARTERIAL OR COLLECTOR (MODIFIED) F LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION, "ASPHALT- CEMENT TREATED ASE, OR A COMBINATION OF THOSE MATERIALS. OTHER RECYCLEDAES SHALL NOT BE ST ETCSIDEWALK T- STREET LIGHT PAC! TYPICAL- S ARTERIAL EXPANSION WITH I LANES AT INTERSECTION CONCRETE," FTE CAL STA SPECIFICATIONST SPECIAL PROVISIONS. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS F 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 WITH ARTERIAL OR COLLECTOR . PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED I ERAL AGGREGATE FOR TYPE(MODIFIED) GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVEOR BELOWTHE GRA ST -7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A" ESTABLISHED BY THE ENGINEER. ST -23,7 STREET LIGHT SPACING S DIVISION TYPICAL B. WHEN SUBBASES TE IAL (OTHER THAN S HALT CONCRETE BASE) IS TO BE PLACED THE T-6 COLLECTOR EXPANSION AT INTERSECTION WITHiL OR TYPE B (MODIFIED) PHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTi 39-2.02, "AGGREGATE," T-7,1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE " CALTRANS STANDARD PLANS ST -7 FU ENCLOSURE CONTAINER PAD T-7 COLLECTOR EXPANSIONWITH O STREET I AT F THESTA SPECIFICATIONSF 34" MAXIMUM, MEDIUM GRADING. INTERSECTION WITH COLLET OR . ASPHALT BINDER F TY (MODIFIED) HALT CONCRETE TYPE (MODIFIED) ASP ALT S- T RIGHT T LAN INTO COMMERCIAL OR I DEVELOPMENT T- GATE TAILS F REFUSE SNCL T- "T" INTERSECTION EXPANSION ARTERIAL/ARTERIAL CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ST- CROSS GUTTERT- ST- 9 ACCESSIBLE TRASH ENCLOSURES " " ENGINEER. THE ASPHALT I SHALL CONFORMTOTEREQUIREMENTSI THE TABLE FOR T INTERSECTION EXPANSION ARTERIAL/COLLECTOR GRADED ASPHALT BINDER, IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS.T-10 CURB RAMPST-29A ACCESSIBLE TRASH ENCLOSURES -10 LEFT AND RIGHT TURN LANES 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXEDIT I AL AGGREGATE SHALL BE DETERMINEDY T-11 PAVEMENT PATCH ST -29B ENCLOSURE CONFIGURATION EXAMPLS E CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS T-15 RESTRICTEDCCE PROPOSED FOR USE IN THE WORK. THEAMOUNT F ASPHALT BINDER SHALL BE APPROVED BY THE CITY C9 ST -12 TRENCH BACKFILL AND COMPACTION UI TS ST -30 COMPACTORLL OFF SPECIFICATIONSEl -16 MEDIAN END DETAIL AT INTERSECTION TH LOCAL STREETS ENGINEER. . AT LEAST 1 DAYS 1 T THE START OF , THE CONTRACTOR SHALL SUBMIT THE FOLLOWING O ST -12A TRENCH BACKFILL COMPACTION € ENTS ST- COMPACTOR ROLL OFF SPECIFICATIONS T-17 ACCESS LOCATION THE CITY ENGINEER'S VE AND A VAL:ST-31 T-1 STRUCTURAL PAVEMENT SECTION EDGE CONDITION DETAIL PAVEMENT SECTION T-18 MINIMUM ACCESS SACING ON ARTERIALS AND A. A LIST OF AGGREGATE AND ASPHALTSOURCES. ST -1 LOCAL INDUSTRIAL SS SECTIONI BASIN COLLECTORS B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORMTO THE "AGGREGATE," Z T-19 MINIMUMSTREET ACCESS SPACING ON ARTERIALS AND REQUIREMENTS OF SECTIO 39-2.02, OF THE STANDARD SECIFICATI THESE SPECIAL ST -14.1 LOCAL STREET CROSS SECTIONS D-14 CATCH -BASIN, TY A COLLECTORS PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULDNOT BE OLDER THAN ST -1 LOCAL STREET CROSS SECTIONS NEO -1 CATCH -BASIN, T "-1" - RESIDENTIAL CiCL DRIVEWAYS SIX {) T ALL OTHER TET L L T E L THAN 1 Y -TRADITIONAL C. ASPHALT CONCRETE C ESI DETERMINED I ACCORDANCE WITH CALIFORNIA T 367. ST -16A NEIGHBORHOODDESIGN STA ALTERNATE COLLECTOR C SECTION D-17 GUTTER DEPRESSIONS T-21 u TS T XT ENDED LABORATORY TEST RESULTS ON WHICHTHE DESIGN IS BASED SHALL BE SUBMITTEDWITH THE MIX DESIGN NTH BIKE LANES D-20 SIDEWALK UNDERDRAIN T-22 DRIVEWAY AES ALONG IT THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. ST -16B ARTERIAL CROSS SECTION WITH BIKE LANES THE ASPHALT CONCRETE I SHALL MEET THE REQUIREMENTS SECTION 39-2.02, "AGGREGATE," OF THE - STANDARDMAN LE T-23 BIKE LANE STRIPING STANDARD SPECIFICATIONSTHESE SPECIAL PROVISIONS. 1F THE DATA SUBMITTED SHOWS THAT THE ST -18 ALLEY CROSS SECTION SW -2A STANDARD N LE NOTES MATERIALS E SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WASPREPARED, THE DESIGN MAY BE UP T-7 S TURNOUT SIG T THREE () YEAS OLD. THE COT ACT ALL A ALL T A CIATE ITH THE ASP ALT ST- Y T ICAL S CUL- -SACS -3 STANDARD MANHOLE DROP CONNECTIONS El T-29 CONDUIT & R/WREQUIREMENTS FUTURE SIGNAL CONCRETE i ESIG LOCATIONS . ST -1 STREET KNUCKLE El SW -4 MANHOLE SIZING CHART TRAFFIC SIGNAL INTERCONNECT PULLBOXES WHERE6. E ASPHALT CONCRETE PAVEMENTIS TO CONFORM TO EXISTINGSURFACES, THE EXISTINGT-0 -CONDUIT PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR THE ST -22 SURVEYMONUMENT SW -5 STANDARD SEWER CLEANOUT T-1 TRAFFIC SIGNAL INTERCONNECT D PULLBOXES CENTERLINE F THE T ATA MINIMUM DISTANCE F (1) T E ISi F -WIRING "FIBERGLASS T LIGHTS NOTALL AVE E T. . A PRIMEGAT WILL NOT BE REQUIREDNON-PAVED EAS TO BE SURFACEDI TO THE PLACEMENT OF ASPHALT CONCRETE; EVE , ALL OTHER REQUIREMENTS OF SECTIO 39-4.01, " ," R/ C/L R OF THE STASPECIFICATIONS SHALL E ET, 8. THE AREA TO WHICH PAINT BINDERHAS BEEN APPLIEDHALL BE CLOSED U LIC TRAFFIC. CARE 30' 3' ALL BE TAKEN TO AVOID TRACKING I E ATE IAL ONTO THE EXISTING PA E T SURFACE BEYOND THE LIMITS OF CONSTRUCTION. ! 10' 20' a' 10' 3 7 . PAVINGSEAS SHALL AC STRIPE LOCATIONS LESSOTHERWISE I Y THE CITY ENGINEER. FINISHEDP , 2 } 2 �. FINISHED PA ---------T�,{- 2 P. 2 Zip 10, INTERSECTIONS TAPE SHOULDERS SHALL E FACED DIRECTED THE CITY ENGINEER. `� AX r' ADDITIONAL L COC ALL LACE T CONNECTIONS IV DRIVES, 27' SHOWN ON THE PLANS AND AS DIRECTEDTHE CITY ENGINEER, AKE , IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. _________________________ * SEE C.O.B. S 6_ TYPE "B" CURB 11, HE THE COMPACTED THICKNESS OF A LAYERO ASPHALT CONCRETE IS .1 FOOT LESS, PAVING T-1 T ST -1B F0 GH GRADE GUTTER / DE ' SLOPE PARAMETERS **- FAVI G Pr)KITPAPTOP S ALL EIE H ING ATE ETI SHALL DE %.1VF4UWLolr_u IN buurl A IVIANINE-HTHAT, Al Inc E.NuF Lmuri vvvr-\r\ SHiFT, THE ' 23' LE TH F PAVEMENT L THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES I T GREATER 11' ' I THAN THAT WHICH CAN BE SURFACEDDURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. < ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSEDROP-OFFS ON EACH LANE. SUCH ADDITIONALA ALT CONCRETE SHALL BE HAND RAKEDCOMPACTED TO FORM TEMPORARY Ca BINATION ; SIDEWALK CONFORMSF THE LANES E OPENEDT LIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACEDTHE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS PAVING OPERATIONS RESUME. 12. WHERETHE COMPACTED ICK ES LAYER F ASPHALT CONCRETE IS MORE THAN0.15 FOOT, r PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNERTHAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES F THE TRAVELEDY BEFORE THE LANES RE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEENTHE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATERTHAN 10 FEET. ADDITIONAL ASPHALT CONCRETE 72.67' SHALL BE PLACED ALONGTHE TRANSVERSE DROP- FF LANE. SUCH ADDITIONALASPHALT a CONCRETE SHALL BE HAD RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS F THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHERAPPROVED BOND BREAKER,Y BE PLACED ui UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHENOPERATIONS , 2' 23' 1. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUMPERCENT OF THE MAXIMUMTHEORETICAL vi DENSITY AS DETERMINED BY AST D-2041. IN-PLACE Si LL BE DETERMINEDIN ACCORDANCEWITH CALIFORNIA TEST 375. 1. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN E E T OR GREATER 11' 11' THAN 4 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE R/W REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINEDA THAT THE MATERIALS OR PROCEDURES <n 0TH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SI E TIO SHALL NOT CONTINUE w ' TIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THEADJUSTMENT THAT WILL BE MADE I SIDE ALK I i ORDERTO MEET THE REQUIRED COMPACTION. I Y SUCCESSIVE TET AFTER NOTICEIS GIVENE T LANDSCAPING MEET THE SPECIFIED AGE, THE ASPHALT' CON C ETE: REPRESENTED BY THAT LOT SHALL BE REMOVED REPLACED IT ATE IAL THAT MEETS THE I -PLACE ITYREQUIREMENTS. 15.IF THE TET RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE TAT THE, RELATIVE' COMPACTION 0 IS EITHER LESS THAN THAN o, THE ASPHALT CONCRETE REPRESENTED BY THAT, ;LOT ,ILL co E REMOVED AND REPLACEDWITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT.'T CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. w 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR i- B. ASTM D1188H SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. I C STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CAE OF DISPUTE, METHOD "B" SHALL BE USED. 17, IF THE FINISHED FACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED FACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE Y EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, ( REMOVAL AND REPLACEMENT, OR () PLACEMENT OF AN ASPHALT CONCRETE w OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER.TEC ECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. d 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED FACE TO SPECIFIED FACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LI ITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE LIMITS OF GRINDING ARE NORMALT THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDINGSHALL CONFORM TO THE REQUIREMENTS ITHE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS CTI 42-2.02, "CONSTRUCTION," FTE STANDARD SPECIFICATIONS. AL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPE FOG SEAL COAT SHALL BE EITHER ALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED Y THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE ASE (C) CONFORMING TO 200-2.2 OF THE " EE O". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FIE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO 200-2.4 OF THE "GREE 0 ", WHICH ALLOWS UP TO 50% F THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CTE, LEAN CONCRETE BASE, CEMENT TREATED ASE, OR A COMBINATION OF THOSE MATERIALS. OTHER RECYCLEDAES SHALL NOT BE ALLOWED. AGGREGATE BASESHALL BE COMPACTED TO A MINIMUMp OF MAXIMUM DRY DENSITY. 0. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATIONSECTION 19-1.03 PER THE CITY OF AKE FIL : IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS F 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 ABOVEOR BELOWTHE GRA R/W ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASES TE IAL (OTHER THAN S HALT CONCRETE BASE) IS TO BE PLACED THE LA DSCAPING 4p GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 4 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CALTRANS STANDARD PLANS S' 1. THE FOLLOWING CALTRANS STANDARD L HALL BE CONSIDEREDA PART OF THEE PLANS. ( TRACT D T T1N LAT 1TI T ) COMBINATION UTILITIES ARE INSTALLED INCLUDE IMPORT/EXPORT TITY SIDEWALK FOR SUBGRADE COMPACTION IN BID. COMPACT UNDER CURB, GUTTER AND SIDEWALK SECTION)(SEE PLAN VIEW FOR STRUCTURAL (TYP.) " MIN. TO 90% 60' RIGHT-OF-WAY . DENSITY. a Lj T-32 ROUNDABOUT R/W L RI 2' 2' t } 1 1} 2 } } } FINISHEDP �'1 f 2 ��D AD }, FINISHED 27. ' T . 2' 27.1 ----EPAD I . X2% 27. p l I * - ---------- SEE C.O.B. --------- SEC... 6 TYPE »B» CURB & ST -14 TO ST -16B FOR ROUGH GRADE LINE (PER GRADING PLAN)* , GT / , WIDE SLOPE PARAMETERS *= PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER SIDEWALK UTILITIES INSTALLED AND INCLUDE I 0 TiY COMF S G E COMPACTION IN i PACT UNDER CURB, GUTTER AND SIDEWALK (SEE PLAN VIEW (TYP.) " MIN. TO % 52' RIGHT-OF-WAY MAX. SI R/W C R/ 35' 35' 10' ------ 5' 2 D 10 3' ~1 Z i 20, 10' DE EIA 0' I PE "M" MEDIAN CUR FINISHED PAD ``` 2� 2' P. 2' TYP. �-- 28 FINISHED PAD ------ i® _ i 2 i �. PROPOSED BLOCK WALL SEE C.O.B. STD. DWC. UGH GRADE LINE (PER GRADING PLAN) ST -14 TO ST -16B SLOPE PARAMETERS **= PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER UTILITIES ARE INSTALLED INCLUDE IMPORT/EXPORT TIY FOR SUBGRADE COMPACTION IN I. (SEE PLAN VIEW FOR STRUCTURAL SECTION) 70' RIGHT-OF-WAY /�TYPICAL LOCAL STREET KUM T TO SCALE 0 69.8' JIUI. YYriLt\ CALTRANS STD. PLAN DESCRIPTION RSP A ILS 4 I tiIUK UUINUNt. I t- (TYP) ALK 1 a ' IN (Y SEPARATE PLANS) 6" TYPE "B" CURB & GUTTER / 4.5' WIDE SIDEWALK -COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO . DENSITY. an " THICK CONCRETE (TYP) J 0 o 69.84' 23' E 11' / ACK OF WALK / ' ! o IDEWALK I `� LANDSCAPING ■ (NON CUL-DE-SAC OR DRIVEWAY DETAIL ¢ > COMBI ATIC SIDEWALK 1' 0 6" THICK CONCRETE (TYP) 0 c� 0 i' ' 23' R/W LANDSCAPING 11' ' I i i I < { Ca BINATION ; SIDEWALK an " THICK CONCRETE (TYP) J 0 o 69.84' 23' E 11' / ACK OF WALK / ' ! o IDEWALK I `� LANDSCAPING ■ (NON CUL-DE-SAC OR DRIVEWAY DETAIL ¢ > COMBI ATIC SIDEWALK 1' 0 6" THICK CONCRETE (TYP) 0 c� 0 i' V j P%40wm v i i i I < le-e Ljj F Q r C.^e Li C 3 72.67' C) a 0 ui LL 2' 23' vi I cn LJJ R/W r- ' 11' 11' c- R/W I <n w ' LANDSCAPING- / i ;� IQi t SIDE ALK I i i LANDSCAPING co v i Lelrj% %II 0 - co 0 a, W w i- L w 0 d a V j P%40wm v i OZ5 < le-e Ljj F Geem r C.^e Li C 3 72.67' C) 0 ' 2' 23' vi I cn LJJ R/W r- ' 11' 11' c- R/W I <n LANDSCAPING- / i ;� IQi t SIDE ALK I i i LANDSCAPING co v i Lelrj% %II " THICK CONCRETE (TYP) In 60'RIGHT-OF-WAY CUL-DE-SAC DRIVEWAY DETAIL Q) PA JOB No. 1' -®® _c: SHEET 6" THICK CONCRETEE (TYP) 0 s_ E COB RECORD No. i ml F C.^e C 3 72.67' C) 0 ' 2' 23' I cn R/W r- ' 11' 11' c- R/W I <n LANDSCAPING- / i ;� IQi t SIDE ALK I i I¢ I j I LANDSCAPING co COMBINATION i SIDEWALK I I• -LANDSCAPING - i I SIDEWALK COMBINATION 0 a, nATP " THICK CONCRETE (TYP) In 60'RIGHT-OF-WAY CUL-DE-SAC DRIVEWAY DETAIL Q) PA JOB No. 1' -®® _c: SHEET 6" THICK CONCRETEE (TYP) 0 s_ E COB RECORD No. i ml CONSTRUCTION NOTES M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER ,C.O.B. STD. DWG. ST -1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 F-31 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 (SEE DETAILS ON SHEET 2) M CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. F5_FI CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. F-61 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. M SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TYPE V MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. 179_1 INSTALL (2) 4- SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) FRO] INSTALL DRIVEWAY PER ST -7 AND INSTALL REBAR IN DRIVEWAY AND CURB & GUTTER PER C.O.B. STD. DWG. ST -4 (PG&E DRIVEWAY(S) ONLY) FL = FLOWLINE STATION ( ) = EXISTING FLOWLINE GRADE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 11 01 3 �s�F �/NE � '' l t S/Vttr qNE SAWCUT, REMOVE AND DISPOSE OF EXISTING TEMPORARY TURNAROUND PAVEMENT. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. <> INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND XXX C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1 AND T-3. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT (PROTECT IN PLACE) 0 PROPOSED:. SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 0 PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) OO PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STREET CENTERLINE PROPOSED STREET RIGHT-OF-WAY PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) ---------- EXISTING SEWER MAIN EXISTING STORM DRAIN EXISTING SEWER MANHOLE QD, EXISTING STORM DRAIN MANHOLE -C:> EXISTING STREET LIGHT + N" 0 cv fl, _j cv N C) 45 00 N + TRACT 7317-3 o (EXISTING) o Q0 uj 3 TYP to V) < CL 7 L q \r 12+9627 1: X J_ _j - - - - - -------- - - - - - - - - -- -- - - - - - - - - - - - - 13 /K T2+6�j� XISTING IMPROVEMENT it PER TRACT 7317-3 - - - - - - 4-t`-`_"- r10 a]TYP - - - - - - - - - - L2 j - -- - - -- Z CL (0 44 +1 cv (If 3 C7 I TRACT 7317-3 , _863 LOL, C-4(EXISTING) %_"00 V) or) r'd X (D Ld (604 H + (.0 + � _j < c'4 , Li- M ALTO N COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R-50 Lm m -0 20 40 80 HORIZONTAL: 1 40' VERTICAL: 1 "=2' 7 eRaO NEST E i '� l� 11 �� l t 33.43' CURVE RADIUS LENGTH DELTA I - I -ON CURVE"I Cl 20.00' 33.43' 95*46'42" 22.13' 0 00 M 6 2208.00' 219.61' 5*41'55" 00 to n b 1 0 . -j 11 11 0) 0 C3 m C5 LO LO J to 296.27' 7037'09" IIvM to C4 20.00' C:)o ow 87045'57" 19.23' -J 00 2248.00' 230.56' �rLoj 115.38' C6 o ..............................................352 0 r., -352 32.12' ............ ..... ............................................O U-) C7 2548.00' 0 0 N N Z 205544" 65.14' Lci 2568.00' 172.69' 3°51'11" 86.38' . . . . . . . . . . . . L_j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C� C10 12588.00'1135.08' 6 C)+ 2°59'26" _. + 0.31% 350- 346* ............. . EXISTING GROUND PROFILE AT C EN ITRL M 350 10+00 11+00 12+00 13+00 ..... ............................................. NORTH FLOWLINE PROFILE Q 865%' �IGN- FL W INE PROFILE - DE SEE NOTE . . . . . . . . . . . . . . . . . . . . . . . _SIGN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING FZ 0 R Xf PROFILE . . . . . . . . . . . 348 ................................................................... ................................. 6350. C3 0 V') C:) U- u- f X-15ING 006NO PROFIZE 04: 0 . . . . . . . . . . . . . ... 350 _6 ................................. 48 A -T CENTERLINE z: --- 10+00 11+00 12+00 13+00 14+00 15+00 30.64' ON CURVE- I NORTH, FLOWLINE PROFILE C> C:> -j U - F- W u LO (D mP d -M 0 * ................ .................... C) U-) �� LO PO on SEE NOTE "A. .............. EX/STINGE PROF/LE LokwIN ING -F ............. a Luc6 -'d- ... oN ............................................. +0.25%' C)(000 cc352........ . ................................................ 352 . . . . . . . . . . DESIGN FL o*mlNf A*Ronm ......................................... 34-6- 10+00 11+00 12+00 13+00 14+00 r4) SOUTH FLOWLINE PROFILE z . . . C) . . . . . . . . . . . . . . . . . . V) CF) 57< . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL:j . . . . . . + LL. 6 350_.-----.--+�,��%._ T IS. RN. G GROUND PROFILEA CENTERLINE f,�. " 350 . . . . . . . . . . . . . . . .. . . . . . . . ..C .. .. .. .. .. ... ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . Q8 SEE NOTE. "A" . . . fL-OxfINfPROFILf ...... . . . \� . . .................... .DF51GN EX TINO FL 0 9f INE PROFIZ E 348* ......................... * ' * * * * ' ' * * ' * * * ' ' * ' * ' * * * ' ' ' ' * * * * * * * * * * ' * * a,% . 348 10+00 11+00 12+00 13+00 14+00 15+00 SOUTH FLOWLINE PROFILE 7 eRaO NEST E i '� l� 11 �� l t `ry 001 LL- :� -4 04, < L z I TRACT 7317-3 (EXISTING) c/) TYP _j 7 6 2. 2 912- EX/S77N PER G OVEMEN-TS- 13+51*61 TRACT 7317-3 _-A TRACT 7317-3 /0' 160: 20 0/ 0, (EXISTING) 2o: WATERFORD STREET CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2' CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 20.00' 33.43' 95*46'42" 22.13' C2 2208.00' 219.61' 5*41'55" 00 to n b 1 0 . -j 11 11 0) 0 C3 2228.00' 296.27' 7037'09" -109.90' 148.36' C4 20.00' 30.64' 87045'57" 19.23' C5 2248.00' 230.56' 5052'35" 115.38' C6 20.00' 32.12' 92*00'15" 20.71' C7 2548.00' 130.25' 205544" 65.14' C8 2568.00' 172.69' 3°51'11" 86.38' C9 20.00' 30.74' 88*03'26 19.33' C10 12588.00'1135.08' 2°59'26" 67.55' `ry 001 LL- :� -4 04, < L z I TRACT 7317-3 (EXISTING) c/) TYP _j 7 6 2. 2 912- EX/S77N PER G OVEMEN-TS- 13+51*61 TRACT 7317-3 _-A TRACT 7317-3 /0' 160: 20 0/ 0, (EXISTING) 2o: WATERFORD STREET CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2' U- Ew 2U- 0 w0 0 0 cl, P c w LLJ z w m wwT2ww(j) <pw0 w w 1- 0 'u -9= Z �cnLL F- 2 cnvjU LLIzw , T F) I zo Qm� U- 0 F- W �a000wUcncco0 0 CoLf I=-- T Z F- 8 w 0 _!I: 0 z< CW-) C6 CO z 0 Lu �cg Cw'LL)j) 0 a- %6 z 0 020 a- ?�,dwpgRw w w i- > 0 2 CZ'O E=_ cc") OW a WW66uw- z< 2 8 c o W LL ") P: _c] 00 uw) _Luj L5 Cz, < z �-- Zo LLi C) < ww P: Q'� L u :uci 6 Lm- 8 c/;) ow0 cL LL W 0 Z a- a L LLJ Lu Ow 0 < < Zz aw Im- 0 cc'L rt L U >0 cz) czj) 0 W, 00 LzL' z LL , � uj < 'us < 0 Z)- Z Cl m F- 'a- Z cl) 0 w >w 0 w 2 Ow - CLL'L S<g8wFnmo cl) w 0 QJOw0oa�m�'- wm<w!2D < C6 _j LLJ W 0, F- =< Z:Z' .� 2 a 0 m 9 U) ui W LL Ui z �_ m > < 0 3: . 9 0 C/) owowww<U-Z;EWF-ow = w w w Lq g w "�@ LL z > 0 m!� 0 �- c/) 0z C;p W L'u m ca w 0 Z < Lu 0 li w C-) a- cFQ_ Lu Lu 0 0 ul Z U) w Fcl) ce X: 0 i w z D F_ 0 a_ F_ 0 0 w < 2 COB RECORDS No. 32.12 z ON CURVE ry Lli C\l LL a_ 0 0000 w 0 w r- U-) 00 00 F- cr_ 0 6� w w Z m (6 JS (0 -jm r, 'It 0 '-q- '-d- ccfl� 3°- 350. 00 to n b 1 0 . -j 11 11 0) 0 0 C5 f) 000%-..' .................... .350 w 0--o- 0 G-21 u N -a '7 /5/ NO WOUND PROFILE 04 (1) U- < > w or Qw- AT CENTERLINE CL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . (p U-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C) O+ 0 --1 348* 'u- ... ..... .. ................. ......................................... .348 SE NOTE •„A„ .................. .......................\.. I-&X1577NG FZ OW INFPROFIZE .......... "I .................................. 1.289.,+0.31% 0.31% 346* ............. -0.25%74. . . . . . . . . bFS10N�i Z 0 9Xf IN2Z PROFILE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346 10+00 11+00 12+00 13+00 14+00 30.74' NORTH FLOWLINE PROFILE ON CURVE cr_ n 11 11 C-4 U-) .4- 00 C-4 cn - 10 C66 MUJ x xm r�' 4- 0 -C) afp 6 ................................. 6350. C3 0 V') C:) U- u- f X-15ING 006NO PROFIZE 04: 0 . . . . . . . . . . . . . ... 350 04 + 04 C-4 Q_ uj I- A -T CENTERLINE z: --- . . . Z -C:)- . . . . . . . . . . . U- . . . . . . 00 .0 -j )u . . . . . . . . . . . . x UJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n 348* C> C:> -j U - F- 348 ................ .................... ............................................. SEE NOTE "A. .............. EX/STINGE PROF/LE LokwIN ING -F ............. +0.25% +0.25%' 346* . . . . . . . . . . -0.25% . . . . . . . . . . . . . . . . . . . DESIGN FL o*mlNf A*Ronm ......................................... 34-6- 10+00 11+00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE U- Ew 2U- 0 w0 0 0 cl, P c w LLJ z w m wwT2ww(j) <pw0 w w 1- 0 'u -9= Z �cnLL F- 2 cnvjU LLIzw , T F) I zo Qm� U- 0 F- W �a000wUcncco0 0 CoLf I=-- T Z F- 8 w 0 _!I: 0 z< CW-) C6 CO z 0 Lu �cg Cw'LL)j) 0 a- %6 z 0 020 a- ?�,dwpgRw w w i- > 0 2 CZ'O E=_ cc") OW a WW66uw- z< 2 8 c o W LL ") P: _c] 00 uw) _Luj L5 Cz, < z �-- Zo LLi C) < ww P: Q'� L u :uci 6 Lm- 8 c/;) ow0 cL LL W 0 Z a- a L LLJ Lu Ow 0 < < Zz aw Im- 0 cc'L rt L U >0 cz) czj) 0 W, 00 LzL' z LL , � uj < 'us < 0 Z)- Z Cl m F- 'a- Z cl) 0 w >w 0 w 2 Ow - CLL'L S<g8wFnmo cl) w 0 QJOw0oa�m�'- wm<w!2D < C6 _j LLJ W 0, F- =< Z:Z' .� 2 a 0 m 9 U) ui W LL Ui z �_ m > < 0 3: . 9 0 C/) owowww<U-Z;EWF-ow = w w w Lq g w "�@ LL z > 0 m!� 0 �- c/) 0z C;p W L'u m ca w 0 Z < Lu 0 li w C-) a- cFQ_ Lu Lu 0 0 ul Z U) w Fcl) ce X: 0 i w z D F_ 0 a_ F_ 0 0 w < 2 COB RECORDS No. 0 L_ a- _0 cz CL U) 1 C14 r4') I-, 0 ;7- (f) z ry Lli C\l LL a_ 0 F- cr_ 0 6� w w Z 3°- 5 Z w z w 5 co w w w w 0 (1) U- < > w LL CL 0 0 L_ a- _0 cz CL U) 1 C14 r4') I-, 0 ;7- (f) z 0 w 41 T DATE 9/09/2020 41 cn PA JOB No. 3142 i cl) 4-1 -c SHEET Q) E Q) 0 E OF 9 SHEETS C'ONSTRU NOTES CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 [31 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 (SEE DETAILS ON SHEET 2) [11 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. S. DWG. ST -10. [31 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) 10 INSTALL DRIVEWAY PER ST -7 AND INSTALL REBAR IN DRIVEWAY AND CURB & GUTTER PER C.O.B. STD. DWG. ST -4 (PG&E DRIVEWAY(S) ONLY) FL = FL LINE STATION ( ) = EXISTING FLOWLINE GRADE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWILINE DATA UNLESS OTHERWISE NOTED. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND xxx C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLPHANE L SERIES, LEO TE K GCI SERIES, CREEXP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. + INSTALL STREET NAME SIGN PER C.O.B. STD. G. T-1 AND T-3. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. CO EXISTING SURVEY MONUMENT (PROTECT IN PLACE) 0 PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 0 PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) a PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STREET CENTERLINE PROPOSED STREET RIGHT-OF-WAY PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) ---------- EXISTING SEWER MAIN EXISTING STORM DRAIN EXISTING SEWER MANHOLE QD, EXISTING STORM DRAIN MANHOLE -(D- EXISTING STREET LIGHT VERGENNES Zi MR RIGHT-OF-WAY CD - r 1 U 1 Ld I n I > NI 0 I 48+79.35 (5.00LT) 49+22.96 (5.00' LT) 0) 0 53.09 TC i I1 5 3.9 5 TC 52.26 AC 53.12 AC TYPE Q (CA) MARKER (TYP BOTH SIDES)cP LO < Lo j 48+79.35 (5.00' RT) 11 149+22.96 (5.00' RT) < 11 1 52.94 TC 11 110 1 53.48 TC PAINT NOSE MEDIAN "ll (D I - INSTALL 1 52.11 AC 1 0 1 152.65 AC YELLOW (TYP BOTH r- 0 LIMIT LINE 00 1 L6 I I 1 0 0 SIDES) C'a C'€y I I I n 1 "4: I-_ ! t cn RIGHT-OF-WAY R - 1 1 LANDSCAPE MEDIAN DETAIL SCALE 1 "- ' C5 STOCKDALE RANCH DRIVE < (EXISTING IMPROVEMENTS PER STOCKDALE RANCH DRIVE PHASE B STREET PLANS) CURVE TABLE CONSTRUCT MIN. 0.20' A.C. PAVING OVER Lu cr 0 U- LLI LLJ 0 100' VERTICAL CURVE !illi! 1#1� z :E uj III MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00" NAT. GRID. Ir I III III II COMPACTED TO 95% MAX. DENSITY C5 STOCKDALE RANCH DRIVE < (EXISTING IMPROVEMENTS PER STOCKDALE RANCH DRIVE PHASE B STREET PLANS) 0 0 L_ CL C) 0- 1 V) CONSTRUCT MIN. 0.20' A.C. PAVING OVER Lu cr 0 U- LLI LLJ 0 100' VERTICAL CURVE Z z :E uj LL MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00" NAT. GRID. I COMPACTED TO 95% MAX. DENSITY n'�q- r- 00 mommomm Tr. I=4.5 R=50 M LO 0 N ��-* T-, LO LO W C:� M LO 0 20 40 80 C> n 6 CO c'4 00 HORIZONTAL: 1"=40' 31.42' 31.42' I NN I 50' VER11CAL CURVE ui + 00 > 0 n + 0) LO n ��m+ z VERTICAL: 1"=2' CURVE" CURVE� LO < q - p= C) PC-) 0 14- 0 tlof ff) P (0 0) 0 > 0) 'r) Lo " * X* 00 U-) ff) C-4 u') (0 00 _j U_ •_j U_ T< _j _j I 00 i m r� w r_� M r-_� -i US (0 (6 m 0 co ul 'q_ " 10 (6(6 W Lo (6 C50 c� CD + ui 354 .... R 0 Q0 ......... .... ............................. LO c� to ui to 11 11 ........................ ....... _j 0 + 00 n :0-i . 354 ci to + 00 U- W_ 't -,d- .> > CO ZL 0 + ................. ........... ......... .. cc) (0 d -C'4 od 3 LLJ m _j cl- . .4- LO L6 U- p9r�: cj C) 0 U- i CD Pe) U- . . . . . . -4 . R. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to ul + + (0 + n -4- + 352 . to . . . . C14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r- _j LL_ SEE NOTE "A" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ........................................................ ...................................... .... .... .................................................... .............. ........................................ 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . ...... ........................................................ ......... ................... ZX517NG GROUNO PROFILE AT CEN LINE .... .... .................................. ......................................................................... 348348 . . . . . . . . . . . . . . . .• . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . .. . . . . FL ................................................... . . . . . . . . . . . . o_0-25%- 00% _Pp. Of SIGN. 80HUNI I�FOIRL . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 m 0.23% 346* Of tl- CL 346 ...................................................... ...... ...................................................................................................................................................... 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 CROSS -GUTTER 30.74' 32.12 WEST FLOWLINE PROFILE 30.64' 33.43 11 w pm CN (D - ON CURVE I I -ON CURVE- I ON CURV E_ —1 --ON CURVE - CD 354 m _j 00 m m n w (D 0 r- m 't 0 19 r-, m 144- �-w 00 00 11 CL p'21-1 U-) m C> 0 C3 w T -1- C> m if F- C) 'a- 0 R CDO a PO ui -.4- C14 + 354 ..... F- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................... (6 "uj n - cr W�. -It n rj:> (6 ff cr CO -"'t U-) ..... P41"% ... un- mw LO OM ......................... m— (0 ............... < c� ui 0 L6 0 c� ui C)z 0) 6u- X L.Li . 6 c) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00) . . . . . . . . . . . . . . . . . . . . . C14 + . . . c; . . . C-4 + . . . . . . . . . . . . . . . . . . . . . . . . . . . . CS4 + .. I .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . C3 c' L0 U-) 04 U- uj C�n to 00 - 352' + + n U- U_ U-) +1 00 352 . -ir_05 U-+ ....................... ................................... ........................... .. 14-00 .............. .. ..................................................+. ............... ...................... . .................. SEE NOTE "A" 0' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VES/G/V FL 0 W IN4 PRO� I -L 4 . . . . . . . . . . . . . . . . . . . . ...... 350* .. * ... . ............. . .............................................. * .. * L ` - ............... .................................................. ................. .............. - -*- -. * ... ' . 350 ...... ........................ ......................................... ........... ............... -Z-7 .................................. .......................................................................... EA'ISTING GROUND PROFIL f A 7' CEN 7ERtINE Pt -SIGN FL R - PROFIL f 348* ....... ....... ...... ....... ....... ...... ............... ................ * ......................IN4................................................................... V 348 0. ................................. .0 -.3 - 179 . . . : . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346* .................................. ................ ...... * .......................... ...... ........ 346 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 EAST FLOWLINE PROFILE 0 0 L_ CL C) 0- 1 V) DATE 9/09/2020 PA JOB No. 3142 U) SHEET Q) E Q) 0 E CI -4 COB RECORDS No. OF 9 SHEETS z Lu cr 0 U- LLI LLJ 0 Z z :E uj LL Waw 0 IL < Q o- DATE 9/09/2020 PA JOB No. 3142 U) SHEET Q) E Q) 0 E CI -4 COB RECORDS No. OF 9 SHEETS z 0 c/) w DATE 9/09/2020 PA JOB No. 3142 U) SHEET Q) E Q) 0 E CI -4 COB RECORDS No. OF 9 SHEETS CONSTRUCTION NOTES Q1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 [3 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 (SEE DETAILS ON SHEET 2) ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. © CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. 07 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. Q9 INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) 10 INSTALL DRIVEWAY PER ST -7 AND INSTALL REBAR IN DRIVEWAY AND CURB & GUTTER PER C.O.B. STD. DWG. ST -4 (PG&E DRIVEWAYS) ONLY) FL = FLOWLINE STATION ( ) = EXISTING FLOWLINE GRADE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. � U Z IzA --i m um U tU u OM O PO bM NV) GILSUM N pm Q + Jam, COURT �M Oul (SEE SHEET 9)` 12 M MU- 57041'14" rn + 21 I 20 I ,� M 52 8 18' 1 18' 8' ® TYP �-.Z -- - -- -- -i 0 50389 C1 _ _ C1 ULJ 1 6 I-� W � � ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. -U- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND XXX C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1 AND T-3. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 00 EXISTING SURVEY MONUMENT (PROTECT IN PLACE) 0 PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 0 PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) 0 PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) - PROPOSED STREET CENTERLINE - - PROPOSED STREET RIGHT-OF-WAY - - - - - PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) ---------- EXISTING SEWER MAIN EXISTING STORM DRAIN IS EXISTING SEWER MANHOLE QD,` EXISTING STORM DRAIN MANHOLE -4 EXISTING STREET LIGHT 15 14 13 M p M p M p U U U 2 --� cli-----S89007'16"E--30-------�-- S --31------------32-------------33 --- -5�- 589'07'16"E---34-------� - -- 1 0 1 30+75.33 1 O W CIA 70 w + 5036' --•N -- - 2 -- -I- - -- --i - -i 3 _ TYP -- -- -- i -- -- ( -- -- -- 2 -- -i- - i Qcv N 0 N p N p N p N p N p N p M U U C U O U U U O6 U O U 32 I N 33 M 34 CD 35 M 36 M 37 M 38 39 PHASES 6 & 7 BROOKLINE LANE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 00^�0 X 16- ���' e9x'%i J TYP '� ofCO o0 A5 cl \ / x 38+37.59 (20.00' RT)=\ D 28 FL 38+19.03 EC BCR \ \ \ / �8 C1 C5 Z IzA --i m CURVE U W 0.. p -t O 6 w vM o pm Q 280.00' Jam, M + %n Oul 00m 12 M MU- 57041'14" rn C4 M �� --a] TYP Mu r ;z 't _ - ? --� cli-----S89007'16"E--30-------�-- S --31------------32-------------33 --- -5�- 589'07'16"E---34-------� - -- 1 0 1 30+75.33 1 O W CIA 70 w + 5036' --•N -- - 2 -- -I- - -- --i - -i 3 _ TYP -- -- -- i -- -- ( -- -- -- 2 -- -i- - i Qcv N 0 N p N p N p N p N p N p M U U C U O U U U O6 U O U 32 I N 33 M 34 CD 35 M 36 M 37 M 38 39 PHASES 6 & 7 BROOKLINE LANE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 00^�0 X 16- ���' e9x'%i J TYP '� ofCO o0 A5 cl \ / x 38+37.59 (20.00' RT)=\ D 28 FL 38+19.03 EC BCR \ \ \ / �8 C1 C5 CD -f-- C) 36 3-f _'T 1 004 35+59.1 - - - '.- N rn O + U Ofco OJ OU N 0-)-q- + M tui p J U 40 t - Of OU Om N th I r 437 TYP w �x C2 � 2 II -' 17 �m w NO) qS 6 o� F - 00 to coo -i >- ` 42 m xA X96' INSTALL TEMPORARY TYPE 3 BARRICADE ON SKIDS WITH (3) OM4-3 AND 41 w¢ (1) W31 (CA) (TO BE RELOCATED WITH NEXT PHASE OF CONSTRUCTION). 00-0- C-4 U*) d- CO MO + to CD +ro t� Lui 0 20 40 80 HORIZONTAL: 1"=.40' VERTICAL: 1"=2' II >- CURVE mm LENGTH DELTA -' 10 II U o (wn 90°00'00" pm Q 280.00' Jam, Na 140.16' Oul 00m 302.05' 57041'14" 165.22' C4 oW �� 54°14'38" Mu cry (00 c+0 20.00' `- U- t� M 21.64' C6 20.00' 30.21 + 18.83' N LO� W w �� 0 ZC= t=o-ZOo-F-0 zznow ty CO U x U w H Z w Q O w ¢U w �F zm§E-zcnv)V O amu >avwc0-neo O 0 ===Zaww OWO>-ot�m=_ O w w== Z¢¢ O o ZOxUcnwx w w w �w QQ'Z~x>pJ00fcu; wwO QwwW=wOm i CD -f-- C) 36 3-f _'T 1 004 35+59.1 - - - '.- N rn O + U Ofco OJ OU N 0-)-q- + M tui p J U 40 t - Of OU Om N th I r 437 TYP w �x C2 � 2 II -' 17 �m w NO) qS 6 o� F - 00 to coo -i >- ` 42 m xA X96' INSTALL TEMPORARY TYPE 3 BARRICADE ON SKIDS WITH (3) OM4-3 AND 41 w¢ (1) W31 (CA) (TO BE RELOCATED WITH NEXT PHASE OF CONSTRUCTION). 00-0- C-4 U*) d- CO MO + to CD +ro t� Lui 0 20 40 80 HORIZONTAL: 1"=.40' VERTICAL: 1"=2' 31.42' 31.42' 32.99' 31.42' ON CURVE 1 NON CURVE I I ON CURCURVECURVE ""l 11 Lu � IIw N 0: jw � IIof LO IIS �� IIU m II>- O IItY 0: r 0: r- 11 o 11 UJ N pZ LO �U U U �U t- O �m C' X10. d- i-�U N U d- U -t PO T7 pm O t- J (--- m 06 W 00 m 0p t- W t- F- !- m F- m W m t- t,,,l t- - -� I d- ---t d- d- d- -t u m �t -t M 00 -t m d- 0: d d- d- u d„ u 1 � CO= C) PO M r) M UM n OU t�M Gppj OW i� �� M M � O� M O= to 00 Or'z OKj OU �J O� d. c> V) OOi O� OH NQ COn N {- O li Nt j n 0= Cj�- C) O`t �� �+ �� vM 0' m �� �� N 00 �m 9� C:) M M O w ro to O O O M M J O� Z p M u O ul) CA (0 O 350 . -' °°'� `r' � .... ...... . 350 o co � w r�i �` + Oi o � �- c6 u- co o ++ + + +� + ++ + _ __ + --. NN pj MJ M CO (0 _ _------ -,ppr -----_ -- _ M MM li �M __ - M tui . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -----� -. . . . . . . . . . . . . . tui. . . . . . . . . . . +0.00%,--.-______ 348. '0.25% . �:,�•2.4q . . _. _ _. _ _. _ . -. -- --. - - -. T . EX/STING GROUND PROFILE AT. C£NTERi1N_". +0 :7�% 1 • �$q - 0 2 '348 --_--.------- -------.--'�`�= - 5� -0.6T7. N : : .+0.48% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N o 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. -0.25% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .DLJGN .FL dA1NE./'ROFILE . . . . . . . . . . . . . . . 0 0 - co '� �'� DES/GN FLOtyL/NE PROFILE m n 0- « w +0.25% 346:.......................................GETTER. _-..................................................................................................................................................................................346 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 NORTH FLOWLINE PROFILE50 30.21' 31.42, VERTICAL CURVE I I CURVE I ION' CURVE pz > 0000 o0 00 11 LO 000 o > o i --1m i.-� I• N 0 `4.0 � !-,0 � %� z_ o j00 m NCO 'a-, f- Q:r�ao O� 0:m 0o Wmm00 woo u06 O t,,.) d- U d- •t N d- O m d- O d- d- d- c0 d I �t O V O O i l M O PO t� 0 C7 C3i �{j O W M D O t� t'7 t+7 `� ©= M OF- to UU OU JJ Uj 0LO d- O(n ON O� OU v� + > + Nto N= N+ N "� N� O Q C0 > 0 ti Li- ." O + �") CO O c0 t r7 a- UM 0:t1 LO �� O `- O d 00 OOH M M� ZD J �J d-tn tnM c0n O� LO 350. Qg Mt . N+ . �`` ��� . ..� . 350 CSN �ku cn m c0 --- - - _ -------Op- - (n OM tui. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . .-- . u . . . . . . . . . . . . . . . tui . . . . . . . . . . 348 EXISTING GROUND PROFILE AT CENTERLINE. +0.�6 . 1 3 1 :348 -- -- --- - _ _-.----------.- 7 +0.42% : DE.�/GW FO 9 1NE RROW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DES/G11/ FLQt�1/NE.PROF/LE . +0.25% 346:................................................................................................................................................................................................................................346 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 SOUTH FLOWLI N E PROFILE I. ( --) 3 / � U CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 20.00' 31.42' 90°00'00" 20.00' C2 280.00' 259.90' 53°10'57" 140.16' C3 300.00' 302.05' 57041'14" 165.22' C4 320.00' 302.96' 54°14'38" 163.91' C5 20.00' 32.99 94°30'17" 21.64' C6 20.00' 30.21 86°33'24" 18.83' 31.42' 31.42' 32.99' 31.42' ON CURVE 1 NON CURVE I I ON CURCURVECURVE ""l 11 Lu � IIw N 0: jw � IIof LO IIS �� IIU m II>- O IItY 0: r 0: r- 11 o 11 UJ N pZ LO �U U U �U t- O �m C' X10. d- i-�U N U d- U -t PO T7 pm O t- J (--- m 06 W 00 m 0p t- W t- F- !- m F- m W m t- t,,,l t- - -� I d- ---t d- d- d- -t u m �t -t M 00 -t m d- 0: d d- d- u d„ u 1 � CO= C) PO M r) M UM n OU t�M Gppj OW i� �� M M � O� M O= to 00 Or'z OKj OU �J O� d. c> V) OOi O� OH NQ COn N {- O li Nt j n 0= Cj�- C) O`t �� �+ �� vM 0' m �� �� N 00 �m 9� C:) M M O w ro to O O O M M J O� Z p M u O ul) CA (0 O 350 . -' °°'� `r' � .... ...... . 350 o co � w r�i �` + Oi o � �- c6 u- co o ++ + + +� + ++ + _ __ + --. NN pj MJ M CO (0 _ _------ -,ppr -----_ -- _ M MM li �M __ - M tui . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -----� -. . . . . . . . . . . . . . tui. . . . . . . . . . . +0.00%,--.-______ 348. '0.25% . �:,�•2.4q . . _. _ _. _ _. _ . -. -- --. - - -. T . EX/STING GROUND PROFILE AT. C£NTERi1N_". +0 :7�% 1 • �$q - 0 2 '348 --_--.------- -------.--'�`�= - 5� -0.6T7. N : : .+0.48% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N o 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. -0.25% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .DLJGN .FL dA1NE./'ROFILE . . . . . . . . . . . . . . . 0 0 - co '� �'� DES/GN FLOtyL/NE PROFILE m n 0- « w +0.25% 346:.......................................GETTER. _-..................................................................................................................................................................................346 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 NORTH FLOWLINE PROFILE50 30.21' 31.42, VERTICAL CURVE I I CURVE I ION' CURVE pz > 0000 o0 00 11 LO 000 o > o i --1m i.-� I• N 0 `4.0 � !-,0 � %� z_ o j00 m NCO 'a-, f- Q:r�ao O� 0:m 0o Wmm00 woo u06 O t,,.) d- U d- •t N d- O m d- O d- d- d- c0 d I �t O V O O i l M O PO t� 0 C7 C3i �{j O W M D O t� t'7 t+7 `� ©= M OF- to UU OU JJ Uj 0LO d- O(n ON O� OU v� + > + Nto N= N+ N "� N� O Q C0 > 0 ti Li- ." O + �") CO O c0 t r7 a- UM 0:t1 LO �� O `- O d 00 OOH M M� ZD J �J d-tn tnM c0n O� LO 350. Qg Mt . N+ . �`` ��� . ..� . 350 CSN �ku cn m c0 --- - - _ -------Op- - (n OM tui. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . .-- . u . . . . . . . . . . . . . . . tui . . . . . . . . . . 348 EXISTING GROUND PROFILE AT CENTERLINE. +0.�6 . 1 3 1 :348 -- -- --- - _ _-.----------.- 7 +0.42% : DE.�/GW FO 9 1NE RROW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DES/G11/ FLQt�1/NE.PROF/LE . +0.25% 346:................................................................................................................................................................................................................................346 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 SOUTH FLOWLI N E PROFILE I. ( --) 3 / � U w U- �aUO w0t� ca J 1 v Ww,W �zWW z o c .wwU'j ¢Hp (h a.¢zvpZ�w=O Wcxn�wZ�>��Q c o LL 'OwwI=oo�=0U W Z � r w w = Ju�x�Z00 cwt- ¢Zcnw�� Q (� �'�' �- `-- N Cwt~ _Tw=z>wm9'm < W Z �cnp000- 9d¢'�x�WUcnca� > U Cfl Qoa=Qr��=g 0 -�� o_LL��Z2>- oZm W oWQ LU p cov6LL a�mOo�Z?5�Onon fnww>-w622=u)w p m QQwF <m�QWN wOO� W No§¢�wozo¢ Z o Clzgog(wi)W0z W ¢ w= vo lwOf o N �oWWWoW�Q¢ W w �� 0 ZC= t=o-ZOo-F-0 zznow ty CO U x U w H Z w Q O w ¢U w �F zm§E-zcnv)V O amu >avwc0-neo O 0 ===Zaww OWO>-ot�m=_ O w w== Z¢¢ O o ZOxUcnwx w w w �w QQ'Z~x>pJ00fcu; wwO QwwW=wOm a. ow = w¢pwz�cn°°¢v3 -� O� WF-aW00Ew ¢w w -1 w C) 0>m w W U O w Z �>- cp ==u)wm0!wz=) Z w U 0 clq 0 0) 0 n c 0 c 0 a_ t -I cn N a a_ ti o LO 06 J (0 Q U) Z � O Q + W = N tQ- O � cn w a � z � M � w � z wUY ego z O Q w p a W w 0 w w w x • a. z -� m Z w z w w w � W O Q IX LL Q_ 0 a.. ti o LO 06 J (0 Q U) Z � O Q + W = N tQ- O � cn w a � z � M � w � z wUY ego DATE 9/09/2020 41, PA JOB No. 3142 / E 0 L Q E P ct COB RECORDS No. / z O w DATE 9/09/2020 41, PA JOB No. 3142 / E 0 L Q E P ct COB RECORDS No. / CONSTRUCTION NOTES CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. G. ST -5 Ell CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. G. ST -7 (SEE DETAILS ON SHEET 2) Fil CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. EEI CONSTRUCT TYPE V MEDIAN CURB PER C.O.B. STD. DWG. O. ST -2. INSTALL (2) 4" SH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) 10 INSTALL DRIVEWAY PER ST -7 AND INSTALL REBAR IN DRIVEWAY AND CURB & GUTTER PER C.O.B. STD. DWG. ST -4 (PG&E DRIVEWAY(S) ONLY) FL = FLOWLINE STATION EXISTING FLOWLINE GRADE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. CD co 00 U - d @ _\10+00.00 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 TNRU 26 AND xxx C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1 AND T-3. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. S. G. ST -22. 0 EXISTING SURVEY MONUMENT (PROTECT IN PLACE) 0 PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 0 PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) 0 PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) - PROPOSED STREET CENTERLINE - PROPOSED STREET RIGHT-OF-WAY PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) ---------- EXISTING SEWER MAIN EXISTING STORM DRAIN ts EXISTING SEWER MANHOLE QD, EXISTING STORM DRAIN MANHOLE EXISTING STREET LIGHT 0-1 0 z 9 C14 0 + 04 II 12 II II 3:: LLJ fl- 06 C6 C) + > nn cq 04 + CD r 0) -t + BROOKLINE LANE 0)0 .�n ® + 4+ 0) T_ cq no Lc) 0 .6_j u V_ 7 + LL_ co ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 TNRU 26 AND xxx C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. + INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-1 AND T-3. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. S. G. ST -22. 0 EXISTING SURVEY MONUMENT (PROTECT IN PLACE) 0 PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 0 PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) 0 PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) - PROPOSED STREET CENTERLINE - PROPOSED STREET RIGHT-OF-WAY PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) ---------- EXISTING SEWER MAIN EXISTING STORM DRAIN ts EXISTING SEWER MANHOLE QD, EXISTING STORM DRAIN MANHOLE EXISTING STREET LIGHT 3 TYP 2 pW N 1—vv I 00 Lo 00 S56*48'31"E 12 0) C-4 to - + 14 0-1 0 z 9 C14 8 04 II TYP- II II 3:: LLJ fl- 06 q o cn + > nn cq 04 + oc cl� I cq + BROOKLINE LANE C14 .�n b • 0) T_ cq (SEE SHEET 4) U- U - .6_j u lirn 7 + 3 TYP 2 pW N 1—vv I 00 Lo 00 S56*48'31"E 12 0) C-4 to - + 14 0-1 0 z 0 31.42' a II TYP- II II 3:: LLJ fl- 06 q o cn > nn cq 04 C) N oc cl� I cq + BROOKLINE LANE + + 0) cn .�n b • 0) T_ cq (SEE SHEET 4) U- U - .6_j u lirn 7 + co 12' 6'o' 06 10' i 20 - 12 F 35 __j 0 0-1 0 z 31.42' a II TYP- 11 0 CL fl- 06 q o cn > -ON CURVE - a w cn ■ a rQo 14- b • 110 ck- LA N I [A co M lirn C6 co 12' 'i 06 CD 04 b 14 - to 350 13 1 CO C-4 C)+ a n -7M ■ C14 N 350 C3 1�_ . Ot6 . . U*') 1 + C6 .4 . . . . . . ............................... w 2i c) 9 ..................... 352 0 CD 3 TYP Lu 0 C14 n + u- CD + �a ro M CD CN _J c ri 0� ce- C) Lo 1 160'1 fAvISTING GROUND PROFIL-f A T GEN RLIE C14 co U- -To 10' . . . . 201 L, 120' . . . . . . . . . . . . + II .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u . . . . . . . 04 1-: . . . . . . . . . . . . . Lo . . . . . . . . . . . . . . . . . . 14 - + CN 15 ow 0 + CD M C) C) 350- 348 * ® 7 V_ (6 348 . . . . . . . . . . . . . . . . . . . . . . . . .. ZO.'357, v) --1 U- . . . . . . . . . . . . . . . . . . 31 CC 42 2l ct Dw 20 40 80 HORI ZONTAL: 1"=40' VERTICAL: 1"=2' KNEE WIN C14 S�31 �ff2 co) W c, cli -\10+00.00 C) @ 0 WATERFORD Z Z t t; t I0't t V) STREET X W SHEET 3) (SEE < TRACT 7317-3 1110,11 1120 (EXISTING) 11 11 1 1 1111 11 1 It I U) V) lt l It < < it /1,411 It 1 -1 0-10- 1 it 11 1 I it 11 1 It 'f 1---------- - =1 —av e3 - - - - - - - - - - - -- L 10+99.78 I I It -4 - T -F If --------------------- I I � cEXIST1NG IMPROVEMENTS PER TRACT 7317-3 1 1 1 It + It It -------------------- I I - - - - - - - - A I I /,- \ I I I I Ln _4 - - - L - - - - - - - L" I I I I — - - — - - --------------- ' It t z_\ I I I I I I 2 It I I I I I A Qo 011 It 0 11 V) V) < < 1 ti I v- It 1 TRACT 7317-3 It It \1 ItIl I\ \1 C) M I I 39 0* 0 (EXIST \ IING) k t It I I N 00 cn 00 oi c 0 CF) t— LL_ 0 20 40 80 HORIZONTAL: 1 =40' VERTICAL: 1"=2' 0 0 z 31.42' a II 11 0 CL fl- 06 q o cn > -ON CURVE - a w cn ■ a rQo 14- b • 110 ck- W M Lo w n 0 r_� co M lirn C6 co a 'i 06 CD 04 b 14 - to 350 + ............... CL CO C-4 C)+ a n ■ N 350 .... 1�_ . Ot6 . . ... C6 .4 . . . . . . ............................... w 2i c) 9 ..................... 352 0 CD + 0') Lu 0 C14 n + u- CD + �a ro N + CD CN _J c ri 0� ce- Lo ILL fAvISTING GROUND PROFIL-f A T GEN RLIE C14 co U- . . . . . . . . . . . . . . . . . . . . . . . . + .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u . . . . . . . . . . . . . . . . . . . . . . . . Lo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + C) C) 350- 348 * ® 7 348 . . . . . . . . . . . . . . . . . . . . . . . . .. ZO.'357, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0.28% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DfSNf - PROFIL IGN FL 00f /* f_1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -6 . . . . . . . . . . . . . . . 346 F - z 9+00 0 . . . Q_ . . . . . . . . . . . . . . . 10+00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11+00 12+00 . . . . . . . . . . . . . . . . . . . . . . 13+00 . . . . . . . . . . 14+00 0 _j < c) . . . NORTH FLOV&INE PROFILE . . .. . . . . . . CL I I a- F= z 0 r- 11 0 cn SEE NOTE. "A .. 31.42' . . . . . . . n�- Q 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348 Df-SION FLOKINF-PROFIL w -co Do lo- Wo) r- CD . z 11 w M CN of 1* 0• r< N . . . . . . . . . . C14 + 00 . . . . . . . . . . . . . . . . . 12+00 Lo r': c6 N 014- C� Lo 6+ 00 -It w c) N 4- WEST FLOWLINE PROFILE wr,350 0 0 ............................. . � . ............ .350 U- 11 u- tZ' - If 'pw 0 IIpo - c'j Lo Z,_rISTINO OROUND PROFIZLE AT CEN LINE CN �w co to . . . . . . . . . . . . . . . . . . . . . . . . 352 . . . . . 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o6 -d . . . . . . C) CD . . C) . . . . .0 + 9 -4 0 c n + c; 4- 04 C) n 0 z . . . . . . . . . . . . . to 348 n _j -0.35% 00 LL- r- V_ 348 ............................... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Df -SIGN FL 0 W INE PR OFIL f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346 ......................................................................................................... 04 + Lo + 346 9+00 10+00 11+00 12+00 13+00 14+00 KNEE WIN C14 S�31 �ff2 co) W c, cli -\10+00.00 C) @ 0 WATERFORD Z Z t t; t I0't t V) STREET X W SHEET 3) (SEE < TRACT 7317-3 1110,11 1120 (EXISTING) 11 11 1 1 1111 11 1 It I U) V) lt l It < < it /1,411 It 1 -1 0-10- 1 it 11 1 I it 11 1 It 'f 1---------- - =1 —av e3 - - - - - - - - - - - -- L 10+99.78 I I It -4 - T -F If --------------------- I I � cEXIST1NG IMPROVEMENTS PER TRACT 7317-3 1 1 1 It + It It -------------------- I I - - - - - - - - A I I /,- \ I I I I Ln _4 - - - L - - - - - - - L" I I I I — - - — - - --------------- ' It t z_\ I I I I I I 2 It I I I I I A Qo 011 It 0 11 V) V) < < 1 ti I v- It 1 TRACT 7317-3 It It \1 ItIl I\ \1 C) M I I 39 0* 0 (EXIST \ IING) k t It I I N 00 cn 00 oi c 0 CF) t— LL_ 0 20 40 80 HORIZONTAL: 1 =40' VERTICAL: 1"=2' 1 0 z Ala a a ■ < > a w ■ a Q_ • 110 ck- W) w 11 lirn 1-11 04 a a b 14 - to CD w to CL 0+ �: ■ N 't .............. . . 1�_ . Ot6 . . vi . 1p Lo C6 .4 . . . . . . .. C) w 2i . ................................... 352 0 CD + 0') Lu 0 C14 n + u- CD + �a ro CD CN _J c ri 0� ce- ILL CL a co U- co I-- V) x . . . . . . . . . . . . . . . . . . . . . . . . N . . . . Lo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C) C) 350- 7 350 . . . . . . . . . EX15`77NG' 6ROUND, PROFIEE . . . . . . . . . . AT'CZ_N1TRL7NZ_ . . . . . . .. . . . . . . . SEE NOTE. "A .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348 Df-SION FLOKINF-PROFIL :1-EX1577NG FL 041ZINE PROF11c . . 9+00 . z . . . . . . . . . . . . . . . . . . . 10+00 . . . . . . . . . . . . . . . . . . . . 11+00 . . . . . . . k 0. 851�/ . . . . . . . . . . . . . . . . . 12+00 . . . . . . . . . . . . . . 13+00 0 rL WEST FLOWLINE PROFILE _j < 0 0 11 0- 11 —' 4,x r 00 If 'pw 0 IIpo - c'j c) co to 0) + 352 . . . . . 00 0) . . . . . . . . . . . . . . . . b . c� C6 to C> U-) o6 -d . . . . . . C) CD . . . . . . . . . . . . . . . . 352 + 9 -4 0 c n + c; 4- 04 C) n 0 z . . . . . . . . . . . . . . . . . . . . . . . . .... n _j 00 LL- r- 57< . . . .. . . . . . . . . . . . . . . 01) L.L: .. . ... n . . . . . . . ... 0) 04 + Lo + 0) 350 ' C> C) C) 350 . . . . . . . . R0* E)(15T1NG*GRO61#9*PFkE . . . . . . . . ..... ........................................... A T'C_FN7FRL1NE S E�E.NOTE"'A". . . . . . . . . . . . . . . . . . . . '.3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -047. -0. 7 L'XIS TIN. G FZ 0 X INE PROFILE 348 ............................................348 DESIGN FL'OKINF P'R0F1L,_j_ 0 /07y 9+00 10+00 11+00 12+00 13+00 1 0 A U) z Ala a a ■ < > a w ■ a • U - a a w a: .0 CL �: ■ ■ Z W z i� • all a w 2i �LJ 0 0 A U) z 0 w < > w U - w a: .0 CL �: Z W z i� w 2i �LJ 0 CD > Lu LLJ u- w 0 < 0� ce- ILL CL a 0 A U) z 0 w > w CONS'MUQ'flON NOTES [11 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 (SEE DETAILS ON SHEET,2) CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. E2 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. SAWCUT TO NEAT , CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TYPE V MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. EE INSTALL (2) 4" SC H 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30- MIN. COVER) [IM INSTALL DRIVEWAY PER ST -7 AND INSTALL REBAR IN DRIVEWAY AND CURB & GUTTER PER C.O.B. STD. DWG. ST -4 (PG&E DRIVE Y( ONLY) FL = FLOWLINE STATION ( ) = EXISTING FLOWLINE GRADE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FL LIE DATA UNLESS OTHERWISE NOTED. NOTE "A $$ : VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND N01IFY ENGINEER ITE ANY DISCREPANCIES. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. <> INSTALL 5,800 LUMEN STREET LIGHTPER C.O.B. STD. DWG. ST -23 THRU 26 AND XXX C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. + INSTALL STREET NAME SIGN PERE. T-1 AND T-3. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT (PROTECT IN PLACE) G) PROPOSED SEWER MANHOLE (SEE SEWER AND TO DRAIN PLANS) PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STREET CENTERLINE PROPOSED STREET RIGHT-OF-WAY PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) ---------- EXISTING SEWER MAIN EXISTING STORM DRAIN �s EXISTING SEWER MANHOLE QD, EXISTING STORM DRAIN MANHOLE EXISTING STREET LIGHT CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON-UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONAI LY, NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. ze 0 cr_ ca 0 10 c IN , t> CONSTRUCT 6" THICKA 1 3000 PSI CONCRETE OVER 12" COMPACTED ATILOT 6 NVE TO 95% MAXIMUM DENSITY. t"A_� AREA DETAIL SCALE: 1"=10' W 0 11 0 IIS Ila' 0 z V) NZ U-) LO CL LO ',m BROOKLINE LANE mo) 0) (0 0) ui Q0 -It ® o6 CD C3 (SEE SHEET 5) C�d + + 00 00+ c6 < c6 co 00 w CD M cn 0) cn 1 �7'0+ m CD m m 28 c� 27 O� 26 a 25 O, 24 ai cn' i U_ LL- Lfi mm ui to LO u') V) 4� CR u- 00 04M m CD ob K) m r- 0 + + + + Lci ui + C3 u- + + r- + + + (0 00 C) C) 00 (0 + + ++ + 1160 1 + .4- 110' 20111 20' 10-1 Lvo- _j LLJ Lij 04 11 < < Ld C07 N. m TYP- 3 TYP TYP 3 Ld _44mw -T� 11b, ' I N 1 001 1 3 00 00 00 1 1 1 . .......... m 10 _00 Uy 2 00 00 ED-/ 00 9+90.66 15+20.99 — 14+05.99 — — FL 9+17.95 EXISTING 34" HIGH PRESSURE GAS MAIN EXISTING 34" HIGH PRESSURE GAS MAIN C\j i . . .................. . ...... c C-4 _�C4 C14, /oo�-4 -ELoS7— u GAS eAs _L0 Q A A S 4 1 1 6,` 4 0 _L0 1.6AS- 1 -r:�A 9 L W LO z S5 '1 ci 1 12 S56*4831"E 13 14 15 16 17 19 -011 Q ui 19 A N ILACZ C5 ....... ... N I co N '00 & C 50381 Yp M )04 T _ m TYP INSTALL TEMPORARY TYPE 3 BARRICADE ON SKIDS IT H (3) OM4-3 AND - ---- ----- CURVE TABLE . . . . . . . . . /0 — — — — — — . . . e-. . . . . . . . . . . . . . . . . . . . . . . . . . . --=--. III Iql IIII . . . III IIS co 0) r•. L6 DWy— c. 00 C3 +- > +10-76 0 W 0 23 cq cv 00 U- > L6 00 1:LL_ + + a N + -1 62, Vol m fX577NG ROUND ROFILf ATCaTifiLINZ -0 _P -Lo mom, w `IIIIIIIIII `IIIIIIIIII 111111 VIII IIID 111111 IIII II 111111 Illpl 111111 II IIII I � 3: 0 ........................... ...................................................................................... CL 0 10+00 0 110 pm 110 . . . . . . . . . /0 — — — — — — . . . e-. . . . . . . . . . . . . . . . . . . . . . . . . . . --=--. --SEE NOTE B ABOVE . . . 00 ui co 0) r•. L6 DWy— c. 00 C3 +- > +10-76 0 W 0 23 cq cv 00 U- > L6 00 1:LL_ + + a N + 0 cq U- fX577NG ROUND ROFILf ATCaTifiLINZ -0 _P :z 3480. ................................................................................................................ w 577NG GROUND PROFILE AT. CZ-NTRZINE 0 w Z 3: m Z'y��@ 5.00' bi) 8 20+45.10 U S................. . .... . ...... . ............ . ..... z 20 C7 III SSI 93d 4000 -i -i -i __j -i 32.34' (1) W31 (CA) (TO BE RELOCATED NTH NEXT PHASE OFCONSTRUCTION). >_ 0 0 0 0 0 0 '000 r II #I II i! % l II II II C1400 r- OP CC cr_ (6 LO to r__ C) 2W 00 06 co C)u + bx: C) U of 0 w r- co L6 vi + U-) CN C) CL C�w . CL 0 m c� m CL '00e .0e 0) 00 0) co co to LO + + + co + + + + V_ 00 00 < 00 C14 C14 114- 0 cn 9 10 17 18 19 20 21 C14 C14 40*0 Lf) 00 Lr) cv) u) 0)0 0c) 0 LO 1- ('0 + L6 + L6 + NOC5 + C3 + L6 + rz + 0 00"t CD TE "B": 50' WIDE PG&E GAS PIPELINE EASEMENT "t RECORDED JANUARY 21, 2010 AS DOCUMENT NO. 19t _j N U_ _j 0210008590 OF OFFICIAL RECORDS. U) IR PHASE zaml) 6 & 7 < ma AW 20 40 80 >M HORIZONTAL: 1"=40' y VERTICAL: 1"=2' 0� CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. a, 00 COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 w II II II 0 (y ammumm pw o Q_ CD 31.42 31.42 0 r LO LO -1 Lo 0 -A 0 LO LO cr) to to ON CURVE CURVE7 r -z C5 10 11 of r- Of 0 w 0 w r- 0 m 110 11 Q_ U-) 06 00 M m + n 00 00+ 1--p cd c6 W ob m o6 _j uj c6 0i cn C14 + 17DO _jm "t. _j m -4- P_j WQ- 14- ff) _j bw b m (D m b to m U- _j .ci ............................................................................... co- -t !-:.4 ................... , p.... 3-- 352 ................... .... (C�41 ......................................................................... < ............ .. o ......... ... * ... P. 52 00 06 to 00+ to 0 v- u- u'). + N + 0 CD. m cri U- 0) _j U - a) cq* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LaLd . . . . . . . . . . O.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0 00 Q0 Co. + + + ++ + cn* . 0 C14 0 350 ......... 76-357 .......... ..................................................................... I __j ........................ ........... ........... ........ ............. 350 U- +0.35% Ln +0,35% PROFILE 0:367. DEYIGN FL 0 W INE PROFIL f . . . . . . . . ...... ................... 0 . . . . \��ER . . . . . . . . . /0 — — — — — — . . . e-. . . . . . . . . . . . . . . . . . . . . . . . . . . --=--. --SEE NOTE B ABOVE . . . LO . . . . . . DWy— cl� cn 0 > +10-76 0 W 0 cv uj w U— fX577NG ROUND ROFILf ATCaTifiLINZ -0 _P :z 3480. ................................................................................................................ w 577NG GROUND PROFILE AT. CZ-NTRZINE 0 w Z 3: 0 ........................... ...................................................................................... CL 0 10+00 0 14+00 ca 16+00 17+00 18+00 19+00 20+00 z W Z w _0 N 11 �E w m 0 Q) > FLOWLINE PROFILE w U- w Lo LO z 0 Of < w < 0 U- a. 0 a- SSI 93d 4000 -i -i -i __j -i 32.34' (1) W31 (CA) (TO BE RELOCATED NTH NEXT PHASE OFCONSTRUCTION). >_ 0 0 0 0 0 0 '000 r II #I II i! % l II II II C1400 r- OP CC cr_ (6 LO to r__ C) 2W 00 06 co C)u + bx: C) U of 0 w r- co L6 vi + U-) CN C) CL C�w . CL 0 m c� m CL '00e .0e 0) 00 0) co co to LO + + + co + + + + V_ 00 00 < 00 C14 C14 114- 0 cn 9 10 17 18 19 20 21 C14 C14 40*0 Lf) 00 Lr) cv) u) 0)0 0c) 0 LO 1- ('0 + L6 + L6 + NOC5 + C3 + L6 + rz + 0 00"t CD TE "B": 50' WIDE PG&E GAS PIPELINE EASEMENT "t RECORDED JANUARY 21, 2010 AS DOCUMENT NO. 19t _j N U_ _j 0210008590 OF OFFICIAL RECORDS. U) IR PHASE zaml) 6 & 7 < ma AW 20 40 80 >M HORIZONTAL: 1"=40' y VERTICAL: 1"=2' 0� CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. a, 00 COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 w II II II 0 (y ammumm pw o Q_ CD 31.42 31.42 0 r LO LO -1 Lo 0 -A 0 LO LO cr) to to ON CURVE CURVE7 r -z C5 10 11 of r- Of 0 w 0 w r- 0 m 110 11 Q_ U-) 06 00 M m + n 00 00+ 1--p cd c6 W ob m o6 _j uj c6 0i cn C14 + 17DO _jm "t. _j m -4- P_j WQ- 14- ff) _j bw b m (D m b to m U- _j .ci ............................................................................... co- -t !-:.4 ................... , p.... 3-- 352 ................... .... (C�41 ......................................................................... < ............ .. o ......... ... * ... P. 52 00 06 to 00+ to 0 v- u- u'). + N + 0 CD. m cri U- 0) _j U - a) cq* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LaLd . . . . . . . . . . O.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0 00 Q0 Co. + + + ++ + cn* . 0 C14 0 350 ......... 76-357 .......... ..................................................................... I __j ........................ ........... ........... ........ ............. 350 U- +0.35% Ln +0,35% PROFILE 0:367. DEYIGN FL 0 W INE PROFIL f . . . . . . . . ...... ................... 0 . . . . \��ER . . . . . . . . . /0 — — — — — — . . . e-. . . . . . . . . . . . . . . . . . . . . . . . . . . --=--. --SEE NOTE B ABOVE . . . LO . . . . . . DWy— cl� cn 0 > +10-76 0 W 0 0 - SSI 93d 4000 -i -i -i __j -i 32.34' (1) W31 (CA) (TO BE RELOCATED NTH NEXT PHASE OFCONSTRUCTION). >_ 0 0 0 0 0 0 '000 r II #I II i! % l II II II C1400 r- OP CC cr_ (6 LO to r__ C) 2W 00 06 co C)u + bx: C) U of 0 w r- co L6 vi + U-) CN C) CL C�w . CL 0 m c� m CL '00e .0e 0) 00 0) co co to LO + + + co + + + + V_ 00 00 < 00 C14 C14 114- 0 cn 9 10 17 18 19 20 21 C14 C14 40*0 Lf) 00 Lr) cv) u) 0)0 0c) 0 LO 1- ('0 + L6 + L6 + NOC5 + C3 + L6 + rz + 0 00"t CD TE "B": 50' WIDE PG&E GAS PIPELINE EASEMENT "t RECORDED JANUARY 21, 2010 AS DOCUMENT NO. 19t _j N U_ _j 0210008590 OF OFFICIAL RECORDS. U) IR PHASE zaml) 6 & 7 < ma AW 20 40 80 >M HORIZONTAL: 1"=40' y VERTICAL: 1"=2' 0� CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. a, 00 COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 w II II II 0 (y ammumm pw o Q_ CD 31.42 31.42 0 r LO LO -1 Lo 0 -A 0 LO LO cr) to to ON CURVE CURVE7 r -z C5 10 11 of r- Of 0 w 0 w r- 0 m 110 11 Q_ U-) 06 00 M m + n 00 00+ 1--p cd c6 W ob m o6 _j uj c6 0i cn C14 + 17DO _jm "t. _j m -4- P_j WQ- 14- ff) _j bw b m (D m b to m U- _j .ci ............................................................................... co- -t !-:.4 ................... , p.... 3-- 352 ................... .... (C�41 ......................................................................... < ............ .. o ......... ... * ... P. 52 00 06 to 00+ to 0 v- u- u'). + N + 0 CD. m cri U- 0) _j U - a) cq* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LaLd . . . . . . . . . . O.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 0.0 00 Q0 Co. + + + ++ + cn* . 0 C14 0 350 ......... 76-357 .......... ..................................................................... I __j ........................ ........... ........... ........ ............. 350 U- +0.35% Ln +0,35% PROFILE 0:367. DEYIGN FL 0 W INE PROFIL f . . . . . . . . ...... ................... 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /0 — — — — — — . . . e-. . . . . . . . . . . . . . . . . . . . . . . . . . . --=--. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . _—+0.2 — __ - - - . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N uj -0.35% fX577NG ROUND ROFILf ATCaTifiLINZ -0 _P :z 3480. ................................................................................................................ 577NG GROUND PROFILE AT. CZ-NTRZINE ..... 0 ........................... ...................................................................................... F_ 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 0 .348 _0 N 11 11 C) m 32.993.21'ORTH 'CU FLOWLINE PROFILE 0 Lo LO z XQ_ X LO 0 !-ON CURVE -1 0 NRV E L_ CL v- + LO ro r-0-4- Lq06 b c• "q- SO 11 11 cr- r- 0 w C-4 U M 11 cr Cq I-lu Lu r- 11 0 cn m 11 u 5 'x OR a- z 00r- C4 + 00+ of M CO xm 06 o6 o6 x co c6 -c: 352 LO. -i C) V) 0 T7 on c• 0 Lo 0) co �2 c:1 EI XD�L .................................................................... .. <c * ' * ' * * ... * ' 0 wc) 00 . . . . . . . . . . . . jp.ci CO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co + cov . . . . . . . . . . . . . . . . . . . U.) + t1+0 %.—In.- C" + 1-110. N co + CD C). In cm Rm 0) -7 __j 00r- n _j 04 N _j U- I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IdLd CD -CD . . . . . . . . . . . . C)L . 00 . . . . . . . .. . . . . 643 . to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lrj . cn u Ir- . . . . . . . . . . . . . . . . . . . . . . . .. + + + + + + U) z 0 U) uj . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . Df SIGN F 'c. +0.35% 357, LOKINf ROFILE Df SIGN FLO k INf - PROFIL u'__ 10. Q) +0.35%. DATE 9/09/2020] 2 -0-357.—'— cn PA JOB No. 314 ............................................... . . . . ..................... ............................ ......... ..... .................................. ................ — -- - - - - - ................ +0.29% ....... rn 41 SHEET Ll ZX577NG -PROFILE -A T CENTf R NE f)(1517NG GR&IND P,�OFILf A T'CFN1T1?1_1N_F -0.357, E _:_077'b7— -6 6--�ro.76 ® 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q) .... 348 > 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 0- SOUTH FLOMNE PROFILE I E cli COB RECORDS No. OF 9 SHEETS