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HomeMy WebLinkAbout1.1-7317 Ph 2, 4 & 5REVIEWED BY: -7 REVIEWED BY: APPROVED BY: ,_�_k NICOLAS G. FIDLER, R.C.E. 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (USGS DATUM) BASIS OF BEARINGS: THE BEARING OF NORTH 89°27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. EGAL DESCRIPTION: PARCELS 1 AND 2 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 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 OF CALIFORNIA. VICINITY MAP NO SCALE (F�4 (PHASES 2,4 & 5) BAKERSFIELD, CALIFORNIA T OF ABBREVIATION CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLINE z as ECR- J w J ¢ � M x BC- BEGIN CURVE STOCNDA.£' HIGHWAY POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE TRACT e POINT OF REVERSE CURVATURE PCC- 7240 POC- POINT ON CURVE 2u GRADE BREAK PROJECT SITE HIGH POINT 11,531 SF 6" CURB AND GUTTER 6,752 LF �E LF 3,496 LF 12,241 LF SO��Op 16,128 SF NORTH HALF OF SF 9,216 SECTION 3 31,688 NORTH HALF OF 30S., R.26E. 27,876 SF _ SF SECTION 4 Sr 45,529 T.30S., R 26E. SURVEY MONUMENT ENCASEMENT 19 EA 6 KERN COUNTY WATER AGENCY 5 EA 30 EA VICINITY MAP NO SCALE (F�4 (PHASES 2,4 & 5) BAKERSFIELD, CALIFORNIA T OF ABBREVIATION CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN PI- P01NT OF INTERSECTION EC- END CURVE BC- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT SHLET No. INDEX O TITLE SHEET M GENERAL NOTES — TYPICAL SECTIONS O COLE BROOK COURT VIZCAYA COURT ® SANTA CLARA COURT © RENTERIA DRIVE ® DONOSTIA STREET SAN RAFAEL AVENUE C7) SUNAPEE DRIVE ZADORRA AVENUE ® DONOSTIA STREET ONDARROA COURT 09 RENTERIA DRIVE SAN BUENAVENTURA STREET 10 SANTA CLARA COURT - CD COLE BROOK COURT — — (lZ STOCKDALE RANCH DRIVE MEANDERING SIDEWALK PLAN STATION 64+50 — 75+50 13) STOCKDALE RANCH DRIVE MEANDERING SIDEWALK PLAN STATION 53+50 — 64+50 KEY MAP LEGEND LF 868 Q SHEETINDEX NUMBER --- DIRECTION OF DRAINAGE O CONCRETE MONUMENT -4 5800 LUMEN STREET LIGHT ..R, C8#12 CATCH BASIN w/NUMBER 0.20' A.C./0.45' A.B. (STREETS) + PROPOSED STREET NAME SIGN MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS NOT TO BE USED FOR BIDDING PURPOSES. STREET IMPROVEMENTS PHASE 2 PHASE 4 PHASE 5 TOTAL LOCAL STREETS 3,467 LF 868 LF 1,829 LF 6,164 LF 0.20' A.C. 0.40' A.B. STREETS / (STREETS) 133 496 S F 23 857 S F 7 471 0, 5 F 1 9 2 8, 22 S F 0.20' A.C./0.45' A.B. (STREETS) 0 SF 14,955 SF 0 SF 14,955 SF MEANDERING SIDEWALK 4,407 SF 0 SF 7,124 SF 11,531 SF 6" CURB AND GUTTER 6,752 LF 1,993 LF 3,496 LF 12,241 LF 6" THICK DRIVE APPROACH 16,128 SF 6,336 SF 9,216 SF 31,688 SF 4" THICK SIDEWALK 27,876 SF 7,598 SF 10,055 Sr 45,529 SF SURVEY MONUMENT ENCASEMENT 19 EA 6 EA 5 EA 30 EA STREET NAME SIGNS 14 EA 2 EA 4 EA 20 EA TRAFFIC SIGNS 7 EA 0 EA 3 EA 10 EA WHEEL CHAIR RAMPS 17 EA 1 EA 6 EA 24 EA STREET LIGHTS (LED) 11 EA 4 EA 5 EA 20 EA SAWCUT 46 LF 72 LF 118 LF 236 LF TYPE 'A" CATCH -BASINS 4 EA 0 EA 5 EA 9 EA MEDIAN CURB 131 LF 0 LF 131 LF 262 LF 6' CHAIN-LINK FENCE (NO SLATS) 892 LF 0 LF 0 LF 892 LF CROSS GUTTER 3,317 SF 744 SF 0 SF 4,061 SF IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD 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 AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5FM381902 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. I I _ _ _ = 1 _ __,_ srocKoalE HIGHWAY 7/ 30 / 28 2425 1 26 27 23 _DQAOSTIA B I A 22 21 20 191 FREEWAY INTERCHANGE 60 61 59 58 32 62 c 55 . c t� 56 54 63 33 65' s 10 PHASE 4 17 1e 6e 167 71 12 13 Qy. 8 q /'4/ is 72 71 70 s9 68 \ ce;�9� -1 7 � RENREN?ER{A -1 "5 24 " 5 �' - _ DRIVE 49 { 5C' 51' 12'13 111 54 48 1 47' 46 � 4i5 43 42 / 4 3 z i 3 40 41 / 9P i 23 2 12 1 73 > 36 37� 38 26 2 �< 32' 33 34 35 z1 zo PHASE 2zs 22 27 iQ 19 1P, "' 6 77 76 2, 7: a 26 25 / 28 ' S r W 31 130 29 28 �- / �DmP iX 9 PHASE 5 �/ 38 37 / 1 14 15 75 C9,y3 15 16117 18 10 75I77 78 79 SG z �_ C o WATER WELL � 11 3t �m 113 i 12 7 3 72 10 9 8 41 CBIS 10 9 I 8 8? 81 I I M J O C7' VIZI r� F- I a" F r� z I z — � Q I cn x k - i I x _IN r`i✓" \•.�'�/RT Cels --B 3 '1 f%g \ a ��• -G 45 /A =OUh 6 2 -.L 46 Vjll �#^? -- 2 3 1 �4 5 — _— FUTURE /f 4 s 6 7 a3 s4 9 1 2 PHASE 6 �� i fOeKptlq-1� 12 RANCH FUTURE "'d ^I PHASE 3 PHASE 1 --- N' KEY MAP SCALE: 1'=200' U µ LL fsV� WN O N WOW41 Q- w�-�o3�cNry a��$3S�m y�gyozop3p pWyd,.W0 Z•'N ffig UZm�yp'j�yaj Ms�iagd Z...y O LL' F Q W OwyNN-a W N J Q W,tp y y'YI iN(9N- Z$ n a 0 o %mZZ =wZ<(N 0 02 a='Zaa`zww pwcnwOr=r>- mog�U,ln�r �pq�K Z jU I� Zp-wvi _pw Zmw�;ra 0 m<=� WWOr ��Vizgao W a d6Uodo M8 U¢ f�—.{ iWr�t��a?FFSZ �l +gyp Og Mow N"wm (— ZU, �wwo L/) OWww OrW-Or Qm05=O<zoU C)WJ�< S vimK 5:z no EL [� NOOZU wr- OQ,ZyIW6J� Lt_I az), car=-E¢m LLJ �a��ra��a Z zol--I."pp UOw fr1 ¢F3xcn 1nz NWo V D-Wr�o OUS Z Z7 C—WwN w3-0 w wmOw W �c�OFa OOux UNDERGROUND SFJRVICE ALERT OF SOUTHERN CALIFORNIA DIALTOLL FREE IaO-W-PWD ATI.WTWODAYSBEFOREYW DG 1-7317 Ph 214 COB RECORDS No. v Z L41 Z C I Y N W M @ (Q.y' W"o V Q OI{ W Z m w ED N ��( W - tD NW Z N O 6LCj LLJ W N Q_ qL 9� ��Sf9aa � Z 06 a J qqt D CL N W LL O CL w w; z�> W �- LL � wwa W Q 00. W W LLI LL � I n 1.dw 9� ��Sf9aa � SHEET 0 0 OF 13 SHEETS Z 06 J qqt CL N �.1.� W �- LL W Q 00. W W � n 1.dw � ~ 0 1 -- W F- �w�.�/ Q ALL V/ SHEET 0 0 OF 13 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE. CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE 1N ACCORDANCE NTH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010- 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 PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT, 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049, 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION Of THE LOCATION AND DEPTH OF ALL UITLYIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT, 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11 IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN 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 RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS. 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER, 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 908 STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHAD, OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WMTHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE NTH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF Li FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5 AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK ANDUR AND C B GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. Y0. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE D E WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW RTS LINES (INVERTS). E ( VE ) 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET NTH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 16. CONTRACTOR SHALL COMPACT SUBGRADE TO 95% FOR FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES. 17. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS SHOULD CONDITONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 18. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 19. NTH THE EXCEPTION OF THOSE ON RETURNS. STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 20 MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK, 21. SEE WATER, 5TORM-DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT, COB ASPHALT CONCRETE PAVING NOTES 1, ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, COB ASPHALT CONCRETE PAVINGG NOTES CCONTINUED1 CITY STANDARD PLATES L� ST -2 DATED 6f2/99 MEDIAN CURBS (TYPE "M","M-1" AND "M-2'") m WIDE DETACHED w R 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION OR SHALL BE FINE GRADATION CRUSHED "GREENBOOK" e DETACHED TYPE (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, i THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE NOTE THESE IMPROVEMENTS TO BE DONE PER _ -_THESE IMPROVEMENTS 70 BE -`i- "A "AGGREGATE." E," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, PARCEL MAP 12232 STREET PLANS CONE PER THESE PLANS 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE 10-26-89. UNLESS OTHERWISE NOTED) 45' RIGHT-OF-WAY 10' LANDSCAPE PROPOSED BLOCK WALL SHALL BE PG 64-10 PERFORMANCE GRADED S, UNLESS OTHERWISE DIRECTED BY THE CITY CITY STD. NO. DESCRIPTION ❑ LOT 1 (B Y SEPARATE PLANS) ENGINEER. THE ASPHALT BINDER SHALL CONFORMORM T TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE NOT BE ALLOWED. �, NOT fL i GRADED ASPHALT BINDER, IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. ® ST -1 CURB AND GUTTER (TYPE "A","B" AND "C") __ 34' _ H' . (TYPICAL) se Y�' STANDARD SPECIFICATIONS SHALL BE MET. ❑ C THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY ST -2 COMMERCIAL DRIVEWAY 6' WIDE THEENGCONTRACTOR IN ACCORDANCE WITH CAUFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS SEE PARKWAY DETAIL I { MSOEwn11.KG z z I PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ® ST -3 SIDEWALK 1' 2' 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR ❑ ST -4 RESIDENCE DRIVEWAY - - 1 s GRADE 0 2:1 _ _ _ _ _ _ I ''''''- FINI H D P THE CITY ENGINEER'S REVIEW AND APPROVAL: ❑ ST -5 HOUSE NUMBER FOR CURBS - - - -. _ _ _ _ _ I _(, } + '„x-,;--rc. A. A UST OF AGGREGATE AND ASPHALT SOURCES. ST -6 DATED 1/11/99 PAVEMENT PATCHES L B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO ❑ ST -7 CROSS -GUTTERS ------------- THE REQUIREMENTS OF SECTION 39-2.02. -AGGREGATE,' OF THE STANDARD SPECIFICATIONS AND PER TRACT 731 T-STOCKDALE RANCH DRIVE (CONSTRUCTION PHASE A STREET PLANS) THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD ❑ ST -8 26 INCH PART CIRCLE CULVERT NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE ® ST -9 STREET SPECIFICATIONS APPROVED 12-08-2017 (1) YEAR. ® ST -10 STREET SECTIONS �A TYPICAL CROSS-SECTION C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED 1N ACCORDANCE WITH CALIFORNIA TEST 367. ,. t\�..STOCP(DAtt LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX ❑ ST -10A STREET SECTIONS y E RANCH DRIVE ry DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE DETERMINED BY ST -11 STREET CROSS SECTIONS NOT TO SCALE ASTM 02041. 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 ❑ ST -12 ALLEY CROSS SECTION R C/L R/W SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS ® ST -13 SURVEY MONUMENT 3' LANDSCAPE LOT -J I- 35' 35�3LANDSCAPE LOT PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL ST -14 *'STREET LIGHT, MAST ARM TYPE COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. " Fill ❑ ST -15 CUL-DE-SACS 3 10'---j-"25' 25' -- ---II-- 70- ---TTIN 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS IG CONFORM TO EXISTING PAVED SURFACES, THE EXISG z I 1 PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE ❑ ST -16 STREET KNUCKLE PROPOSED i CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF ❑ ST -17 WIDE CRO5S-GUTTER o BLOCK wAL 10' WIDE MEDIAN20'- ( aj 2 TYP. PAD c r�wwo 3" ~ ma °•ham w�u°` �ZFp�F�zO �2 MO�SpNF "'pw3wm U� �wF$Zy�aF�y61y1c �aEQ3W"'NO'A (J K��g 1'Vp�W 'rayoga�z�px w��wa�z�g �€z��ayQm S'o �www�rcz�¢ � ow �dw{~{101yy4l d'N 4S1C,8UNao ON ��J-OUKg w*2 o uuoy�a-g�~ N�S�UKO00 p �Ul9W Z54K > L - $o nayy - wort�'"� J�m PROPOSED BLOCK WALL 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING ❑ D-15 CATCH -BASIN, TYPE A-1 " OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE ® D-16 GUTTER DEPRESSIONS LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER ❑ SW -4 MANHOLE, TYPE -A" WITH DROP CONNECTION 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. ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS R/W C/L R'W SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY I-- ----30'--- ( 3c' --T CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND ® T-1 STREET SIGN, POST TYPE 1 1 BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN ❑ T-3 MAJOR COLLECTOR TRANSITION 1 10' 20' 2O'10'-- 1 PAVING OPERATIONS RESUME 2' 2' ® T-12 MINIMUM ACCESS DESIGN FINISHED PAO °'� I �j a<` FIND 12 OPERATIONS SHALL BEWHERE THE DTHICKNESS CONOUCTED INSUCHLAYER A MANNERPHALT THAT THE CREYTERI ASPHALTS MORE CONCRET0.15 EISPPLANCED ® T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT -WIRING tT�tii ,. T„ T°q+ �-ry 2` TTP. 2' TYP.--{ �--,, �i KA -/lid ANp PU`L COXES 'x ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. **FIBERGLASS STREET LIGHTS NOT ALLOWED 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 CALTRANS STANDARD PLANS SEE C.0_B. STD. DWG. ST -11 PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF i. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A FOR SLOPE PARAMETERS BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED PART OF THESE PLANS. CONTRACTOR TO OBTAIN LATEST EDITION THEREOF 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 CALTRANS STD. PLAN DESCRIPTION THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13, ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL ® RSP A88A & B (2006 EDITION) CURB RAMP DETAILS DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. C/L 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER PROPOSED r/0 BE DEDICATED R/W / R/V✓ PROPOSED/ BE SIDEWALK THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WALL BE ADVISED THAT THE EASEMENT/A0 BE oHDICA7ED--+ 26'---------- - 26' 1 ---EASEMENT 0 BE DEDICATED ON FINAL MAP. 1 �� ON FINAL MAP. REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR 6' -- 78' 16' -i-- BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE FINISHED PAD /y?-/ 15' 4' 4' 5'1 1 N% FINISHED PAD a - P -�-:zx 2"- k UNTIL THE CONTRACTOR WAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN �� , ,Zy GRADE LINE ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT ^ ;a-� Mqx .._1 2' TYP, 2' TYP--1 MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 1 5 REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS, 5' WIDE NDEWALK ''y' `✓�L �' T:TS 5' WIDE SIDEWALK 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS AS^�^' EITHER LESS THAN 907 OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED 8T' THAT LOT SHALLtf;;K;,L ^Tye 8E REMOVED AND REPLACED WITH MATERIAL THAT T -PLACE 6 TYPE 'B" FREE &GUTTER Y T R DOES MEET THE IN PL CE DENSITY REQUIREMENT. THE E U 6 TYPE e CURB & GUT' `\ CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. • SEE C.0.B- STD, DWG. ST -11 SEE PLAN VIEW FOR STRUCTURAL SECTION `-COMPACT UNDER CURB, cur1ER FOR SLOPE PARAMETERS 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: AND SIDEWALK (TYP.) 6" MIN. To A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR STREET SECTION WITH 5.00' WIDE DETACHED SIDEWALK 90% MAX, DENSITY. B. ASTM 01188 WHEN SLABS OR GORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE 52' RIGHT-OF-WAY SUBSTITUTED NTH PARAFFIN. e�l TYPICAL LOCAL STREET SECTION C, IN CASE OF DISPUTE. METHOD "B" SHALL BE USED, �. NOT TO SCALE 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 1' RAN t0 B/W, typ OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE R/W. C/L R/W CONTRACTOR'S EXPENSE. IL -30'--------- 30' 18, IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, f--10'� 20'- 20' ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT FINISHED PAD g 1 5' 5' 1 '+ FINISHED PAD THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE +/ T'^++� p' 4 GRADE LINE 4' +-^� 2' F0 %T� ^%*`'� NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE .;y);;.„"^`� M2q 2' TTP. _ 1 'TYP. 2%X??i�/"')E" PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE S �x 3<% 'L5%_ 2 APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND, % 6%� c X>„agz�./ THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, 'CONSTRUCTION,' OF THE STANDARD SPECIFICATIONS. 5' WIDE SIDEWALK ^" v �,', ,,y; v j,, NDE SIDEWALK 1,. l/ r. \ rv\ Y A q A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S ,z./ (6T' SEPARATE PLANS) 6" TYPE "B" CURB &GUTTER W/ 45' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX, DENSITY. sTxn..r..,,... SEE PLAN VIEW FOR GRADE LINE STRUCTURAL SECTION 60' RIGHT-OF-WAY i� TYPICAL LOCAL STREET S CTiON ti NOT TO SCALE - S L klla/ 0 _ z_ p M W 2 a� i' -ru.ru N In R o06 w Q 12 d LL Z Y Q N 06 z o z (J) C14 W UJ 45 cl W F- N (0 N � � 0 N IL L PAVEMENT.1 L� ST -2 DATED 6f2/99 MEDIAN CURBS (TYPE "M","M-1" AND "M-2'") m WIDE DETACHED SIDEWALK 'TYP. CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION OR SHALL BE FINE GRADATION CRUSHED "GREENBOOK" e DETACHED 7. - A PRIME COAT WILL NOT BE REQUIRED ON NON PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT MISCELLANEOUS BASE CMB CONFORMING S (CMB) OR TO SECTION 200-2.4 OF THE WHICH ALLOWS UP TO 60 RiGHT-OF-WAY SIDEWALK FINISHED PAD "° 4 1 'i 2 LL L BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE ❑ ST -19 HANDICAP RAMPS NOT BE ALLOWED. �, NOT TO SCALE 27- -- AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. Ir - . (TYPICAL) se Y�' STANDARD SPECIFICATIONS SHALL BE MET. ❑ ST -20 PRIVATE STREET GATES ��6\AEER ... # b Pti. PAD 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL WALL FOOTING EASEMENT CONFORM TO ONE OF THE FOLLOWING WNG yy NG. 16.00' WING BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS ❑ ST REFUSE CONTAINER PAD To BE DEDICATED ON GRADE LINE (NON CUL-DE-SAC OR KNUCKLE) OF CONSTRUCTION -Cg ® ST -22 DATED 1/11f99 TRENCH BACKFILL AND COMPACTION MAP (TYPICAL) " GRADE ESTABLISHED BY THE ENGINEER. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. REQUIREMENTS R4S * SEE C.0.6. STD. DWG. ST -11 SEE PLAN VIEW FOR STRUCTURAL SECTION 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT 0-10 SIDEWALK UNDERDRAIN FOR SLOPE PARAMETERS 70RIGHT-OF-WAY ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED A ROA A E T CONNECTIONS PRIVATE DRIVES, WHERE D-11 DRAINAGE BASIN B TYPICAL LOCAL STREET SECTION SHOWN ON THE PLANS AND AS DIRECTED I THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND R � D-14 CATCH -BASIN, TYPE "A" COMPACTED TO ECRM SMOOTH, TAPERED CONNECTIONS. O N NOT TO SCALE 2 TYP. PAD c r�wwo 3" ~ ma °•ham w�u°` �ZFp�F�zO �2 MO�SpNF "'pw3wm U� �wF$Zy�aF�y61y1c �aEQ3W"'NO'A (J K��g 1'Vp�W 'rayoga�z�px w��wa�z�g �€z��ayQm S'o �www�rcz�¢ � ow �dw{~{101yy4l d'N 4S1C,8UNao ON ��J-OUKg w*2 o uuoy�a-g�~ N�S�UKO00 p �Ul9W Z54K > L - $o nayy - wort�'"� J�m PROPOSED BLOCK WALL 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING ❑ D-15 CATCH -BASIN, TYPE A-1 " OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE ® D-16 GUTTER DEPRESSIONS LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER ❑ SW -4 MANHOLE, TYPE -A" WITH DROP CONNECTION 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. ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS R/W C/L R'W SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY I-- ----30'--- ( 3c' --T CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND ® T-1 STREET SIGN, POST TYPE 1 1 BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN ❑ T-3 MAJOR COLLECTOR TRANSITION 1 10' 20' 2O'10'-- 1 PAVING OPERATIONS RESUME 2' 2' ® T-12 MINIMUM ACCESS DESIGN FINISHED PAO °'� I �j a<` FIND 12 OPERATIONS SHALL BEWHERE THE DTHICKNESS CONOUCTED INSUCHLAYER A MANNERPHALT THAT THE CREYTERI ASPHALTS MORE CONCRET0.15 EISPPLANCED ® T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT -WIRING tT�tii ,. T„ T°q+ �-ry 2` TTP. 2' TYP.--{ �--,, �i KA -/lid ANp PU`L COXES 'x ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. **FIBERGLASS STREET LIGHTS NOT ALLOWED 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 CALTRANS STANDARD PLANS SEE C.0_B. STD. DWG. ST -11 PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF i. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A FOR SLOPE PARAMETERS BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED PART OF THESE PLANS. CONTRACTOR TO OBTAIN LATEST EDITION THEREOF 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 CALTRANS STD. PLAN DESCRIPTION THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13, ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL ® RSP A88A & B (2006 EDITION) CURB RAMP DETAILS DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. C/L 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER PROPOSED r/0 BE DEDICATED R/W / R/V✓ PROPOSED/ BE SIDEWALK THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WALL BE ADVISED THAT THE EASEMENT/A0 BE oHDICA7ED--+ 26'---------- - 26' 1 ---EASEMENT 0 BE DEDICATED ON FINAL MAP. 1 �� ON FINAL MAP. REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR 6' -- 78' 16' -i-- BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE FINISHED PAD /y?-/ 15' 4' 4' 5'1 1 N% FINISHED PAD a - P -�-:zx 2"- k UNTIL THE CONTRACTOR WAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN �� , ,Zy GRADE LINE ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT ^ ;a-� Mqx .._1 2' TYP, 2' TYP--1 MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 1 5 REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS, 5' WIDE NDEWALK ''y' `✓�L �' T:TS 5' WIDE SIDEWALK 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS AS^�^' EITHER LESS THAN 907 OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED 8T' THAT LOT SHALLtf;;K;,L ^Tye 8E REMOVED AND REPLACED WITH MATERIAL THAT T -PLACE 6 TYPE 'B" FREE &GUTTER Y T R DOES MEET THE IN PL CE DENSITY REQUIREMENT. THE E U 6 TYPE e CURB & GUT' `\ CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. • SEE C.0.B- STD, DWG. ST -11 SEE PLAN VIEW FOR STRUCTURAL SECTION `-COMPACT UNDER CURB, cur1ER FOR SLOPE PARAMETERS 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: AND SIDEWALK (TYP.) 6" MIN. To A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR STREET SECTION WITH 5.00' WIDE DETACHED SIDEWALK 90% MAX, DENSITY. B. ASTM 01188 WHEN SLABS OR GORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE 52' RIGHT-OF-WAY SUBSTITUTED NTH PARAFFIN. e�l TYPICAL LOCAL STREET SECTION C, IN CASE OF DISPUTE. METHOD "B" SHALL BE USED, �. NOT TO SCALE 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 1' RAN t0 B/W, typ OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE R/W. C/L R/W CONTRACTOR'S EXPENSE. IL -30'--------- 30' 18, IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, f--10'� 20'- 20' ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT FINISHED PAD g 1 5' 5' 1 '+ FINISHED PAD THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE +/ T'^++� p' 4 GRADE LINE 4' +-^� 2' F0 %T� ^%*`'� NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE .;y);;.„"^`� M2q 2' TTP. _ 1 'TYP. 2%X??i�/"')E" PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE S �x 3<% 'L5%_ 2 APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND, % 6%� c X>„agz�./ THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, 'CONSTRUCTION,' OF THE STANDARD SPECIFICATIONS. 5' WIDE SIDEWALK ^" v �,', ,,y; v j,, NDE SIDEWALK 1,. l/ r. \ rv\ Y A q A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S ,z./ (6T' SEPARATE PLANS) 6" TYPE "B" CURB &GUTTER W/ 45' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX, DENSITY. sTxn..r..,,... SEE PLAN VIEW FOR GRADE LINE STRUCTURAL SECTION 60' RIGHT-OF-WAY i� TYPICAL LOCAL STREET S CTiON ti NOT TO SCALE - S L klla/ 0 _ z_ p M W 2 a� i' -ru.ru N In R o06 w Q 12 d LL Z Y Q N 06 z o z (J) C14 W UJ 45 cl W F- N (0 N � � 0 N IL L �_6" TYPE "B" CURB & CUTTER W/ 45' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX, DENSITY. EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION �'=%"�1' -"V�' 1 S'�. �4 �ft/W AS DIRECTED BY THE CITY ENGINEER. 6" TYPE "B" CURB &GUTTER 6" TYPE "B" CURB &GUTTER --_",_- 19. BASE MATERIAL IN ALL CITY SHEETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER * SEE C.O.B. STD. TWO. ST --11 FOR SLOPE PARAMETERS SEE PLAN M FOR STRUCTURAL ECT10N TU S PACT UNDER CURB GUTTER COM , MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE CL 2 AB CONFORMING TO SECTION 26 OF THE ( ) P WIDE DETACHED SIDEWALK AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION OR SHALL BE FINE GRADATION CRUSHED "GREENBOOK" e DETACHED ��a 14.50' ---- 1450' MISCELLANEOUS BASE CMB CONFORMING S (CMB) OR TO SECTION 200-2.4 OF THE WHICH ALLOWS UP TO 60 RiGHT-OF-WAY SIDEWALK "° 4 507 OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE a LL L BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL t� i ?$> w w NOT BE ALLOWED. �, NOT TO SCALE W K -- AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 6" THICK CONCRETE - . (TYPICAL) se Y�' M. IE1019 LP: ARE APE:+ ��6\AEER ... # b Pti. PAD �_6" TYPE "B" CURB & CUTTER W/ 45' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX, DENSITY. EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION �'=%"�1' -"V�' 1 S'�. �4 �ft/W AS DIRECTED BY THE CITY ENGINEER. 6" TYPE "B" CURB &GUTTER 6" TYPE "B" CURB &GUTTER --_",_- 19. BASE MATERIAL IN ALL CITY SHEETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER * SEE C.O.B. STD. TWO. ST --11 FOR SLOPE PARAMETERS SEE PLAN M FOR STRUCTURAL ECT10N TU S PACT UNDER CURB GUTTER COM , MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE CL 2 AB CONFORMING TO SECTION 26 OF THE ( ) STREET SECTION WITH 5.00' WIDE DETACHED SIDEWALK AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION OR SHALL BE FINE GRADATION CRUSHED "GREENBOOK" e DETACHED ��a 14.50' ---- 1450' MISCELLANEOUS BASE CMB CONFORMING S (CMB) OR TO SECTION 200-2.4 OF THE WHICH ALLOWS UP TO 60 RiGHT-OF-WAY SIDEWALK "° 4 507 OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE (D\ TYPICAL LOCAL STREET SECTIQN L BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL DETACHED :n N _ S NOT BE ALLOWED. �, NOT TO SCALE 6 THICK R IC CONCRETE ; - -- AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 6" THICK CONCRETE - . (TYPICAL) se Y�' AREA 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD LP: ARE APE:+ ° 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 WNG yy NG. 16.00' WING - 22.00' 2290' A WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, 60' RIGHT-OF-WAY (NON CUL-DE-SAC OR KNUCKLE) THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE DRIVEWAY DETAIL GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE)IS TO BE PLACED ON Q U THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT > PROPO 14.50 1450 --{ > ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. EASEMENT o cf' cs' 14.50' ----------- 14.50' -- N DETACHED R/W xS°4 SIDEWAR/W PROPOSED 1' WIDE PROPOSED V WIDE SIDEWALK EASEMENT y`s�. : CGNCD`)E T LANDSCAPE 6, 'HICK SIDEWALK EASEMENT TYPtca.l). ". AREA - (TIP A �DNerr . - t Pc'�P�R' /• WING 0 7 151d 4- `PQ 2"" zZ, q% r 5 p CI S �Ne 50' RIGHT -OF -C AY W"Nc {CUL-DE-SA DRIVEWAY DETAIL ,R/W F VAtirNW T ULIAIL M NOT TO SCALE �" FOOT NO EASEMENT E DEDICATED ON MAP (TYPICAL) 16.00' 22.00' 52' RIGHT-OF-WAY (CUL-DE-SAC'S ARE SIMILAR) DRIVEWAY DETAIL 16.00' 22.00' 1-7317 Ph 214 )B RECORDS No. 3 U) L. � Z Z Z 0,5 0 J d' F - Q. "W F- 04 U) U) W W r W i F_ 0 t� ' W M f �~J Z WN U ry W < W 'F-^ `y Z vl W N ro c 9 L N FI D n i PN 2 x O DATE 8/27/20 N PA JOB B No. 30261 2 OF 13 SHEETS w Y°s - o 0 DETACHED -a �� DETACHED ��a 14.50' ---- 1450' R/W �+ DETACHED .n SIDEWALK "° 4 x ' DETACHED SIDEWALKs a SIDEWALK rvg DETACHED :n N _ S ° r °.& THICK CGN„RET6 ," 6 THICK R IC CONCRETE ; - e\ xSiDEWALK N� HICK CONCRETE 6" THICK CONCRETE - . (TYPICAL) se Y�' AREA (TYPICAL) LP: ARE APE:+ ° - 16 00' WNG yy NG. 16.00' WING - 22.00' 2290' 60' RIGHT-OF-WAY (NON CUL-DE-SAC OR KNUCKLE) DRIVEWAY DETAIL w 3 Q U �- PROPO 14.50 1450 --{ ED tWIDE SIDEWALK EASEMENT 16.00' 22.00' 52' RIGHT-OF-WAY (CUL-DE-SAC'S ARE SIMILAR) DRIVEWAY DETAIL 16.00' 22.00' 1-7317 Ph 214 )B RECORDS No. 3 U) L. � Z Z Z 0,5 0 J d' F - Q. "W F- 04 U) U) W W r W i F_ 0 t� ' W M f �~J Z WN U ry W < W 'F-^ `y Z vl W N ro c 9 L N FI D n i PN 2 x O DATE 8/27/20 N PA JOB B No. 30261 2 OF 13 SHEETS Y°s - DETACHED -a �� DETACHED ��a v �+ DETACHED .n SIDEWALK "° 4 SIDEWALK `"`< "° a SIDEWALK rvg N _ S LANCSCAPE r °.& THICK CGN„RET6 6 THICK R IC CONCRETE ; - LANDSCAPES' AREA (TYPICAL) F (TYPICAL) AREA ° 16.00' 22.00' 52' RIGHT-OF-WAY (CUL-DE-SAC'S ARE SIMILAR) DRIVEWAY DETAIL 16.00' 22.00' 1-7317 Ph 214 )B RECORDS No. 3 U) L. � Z Z Z 0,5 0 J d' F - Q. "W F- 04 U) U) W W r W i F_ 0 t� ' W M f �~J Z WN U ry W < W 'F-^ `y Z vl W N ro c 9 L N FI D n i PN 2 x O DATE 8/27/20 N PA JOB B No. 30261 2 OF 13 SHEETS CONSTRUCTiON NOTES Oi 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 (DATED 10/15) © CONSTRUCT RESIDENTIAL DRIVE APPROACH PER DETAIL ON SHEET 2 AND C.O.B. STD. DWG, ST -7 & ST -7.1 (DATED 12/13) CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10 (DATED 12/14) Q 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 (2% MAX CROSS SLOPE IN PATH OF TRAVEL). C aZ CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. (88] SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALT_ BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. (]9 INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) 10 CONSTRUCT 5' WIDE DETACHED SIDEWALK PER C.O.B. STD. DWG. ST -6 (DATED 6/2/99) ii PROPOSED V WIDE SIDEWALK EASEMENT TO BE DEDICATED ON FINAL MAP(S). INSTALL W31(CA) WITH OM 4-3 ON SINGLE POST AT PHASE BOUNDARY (TO BE RELOCATED AND/OR -'o- REMOVED WITH FUTURE PHASE CONSTRUCTION) FL = FLOWLINE STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERUNE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWUNE DATA UNLESS OTHERWISE NOTED. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. -O- INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND C.0.6. XXX SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LWI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. © PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 00 PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) ---- EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) ----- PROPOSED RIGHT-OF-WAY (PER TRACT MAP) - - - - - PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) -_-_= PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) EXISTING EDGE OF PAVEMENT ,JWI O+ vN N+ f 'OA ry O+ + A N SUNAPEE� + 9 NWh r N N 3 ++ OJ I N + DRIVE o N + N 10 + (SEE SHEET 7) g W i 8 8 82 1 60' I '^ 12 V 81 ( o zo zo' 1 13 o r n FUTURE IMPROVEMENTS WITH PHASE 4 CONSTRUCTION 10 I 5' 0 (i Ii�� 4 TYR Ca +15.97 OL� i w T�R��C C2 IC2 ca o 22+16_:_$° N79'2o'45"E -+ s 7 - -- CO Lo -} LLJ_ _ - rj , 18+60 7 19 - 20 "29.97 i!^' ncg p Uj W-4rF7 0 1 0 U (n12 0 4 I S'9.� C6`C C TYP 1 Ce _l { 'I FI -PI C7 r7 PROPOSED TEMPORARY SUMP N -- - L 1 I I h 6 (SEE GRADING PLAN FOR DETAILS AND DIMENSIONS) Q " ®TYP ` ` I 3 m 4 1{ 5 1 2 a a 83 84 N N� 1 n N n I 70'x- 2o' 10 20' 10' Wim° it it i N x O + SO m Su 11 5 i I oU a w 8W Om wm PHASE 2 bw CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 11=4.5 R=47 352:. . O ......`DE$ a 111m .. ........ O+ N .: .rzOKNEPROFrt£._ ��� . Cl_ M Oh M SQ M pW 8T £ ExstAT V O O M o Sodl M C3 M ....... ...LL ......... ....... _ - � . 352:. . O ......`DE$ a 111m .. ........ O+ N .: .rzOKNEPROFrt£._ ��� . Cl_ M Oh M SQ M pW 8T £ ExstAT V O pOi 31.87' 352:. h� S OKY C3 NORTH FLOWLINE PROFILE ....... ...LL ......... ....... _ - � . 350- ........... EX/STLNG GROUND PROF$E __ - .. SEE GRADING PLAN -FOR SUMP' 348 :DETAILS; AND DIM> NSIONS; i ..:.. . 18+00 19+00 SUMP BOTTOM=3465 i HORIZONTAL: 1"=40' VERTICAL: 1"=2' '?U*7g81 <' 11 ,p W . O ......`DE$ a 111m .. ........ O+ N n .rzOKNEPROFrt£._ M ...............23+00..,......,.. Cl_ M Oh M SQ M pW 8T £ ExstAT V O pOi 31.87' 352:. h� S OKY C3 NORTH FLOWLINE PROFILE 144.36' CEEN7ERDt/NEOFit � Op _ �� _ - � 30.93' . MN, EX/STLNG GROUND PROF$E __ - .. oW: A7 CEN aINC 72.26' 30.93' J-.. 52 CS 1820.00' ...... T..' q C9 1800.00' S .07' 11'20'03"_- .-.. C10 0.00' .......................... ....... .. ................. ..... I....... . ...:...:...:...:...:....... I..: rA 35% ........+D...:..-:..1 ...........:350 . u :V1Ti .O ......`DE$ a o!n .. ........ O+ N M .oY ry .rzOKNEPROFrt£._ M ...............23+00..,......,.. Cl_ 1780,00' 126,4' 348 £ ExstAT R2 SOR'a2'14"C-7C-3-1-780-00 C2 20.00' 31.87' 352:. h� 24+00 C3 NORTH FLOWLINE PROFILE 144.36' CEEN7ERDt/NEOFit � Op _ �� _ - � 30.93' �W + __ - .. .. +. -- -- ---- + ON CURVE 72.26' 30.93' 30.93' 88'35'55" 19.52 CS 1820.00' �- q C9 1800.00' S .07' 11'20'03"_- 178:62' C10 0.00' 3.42' 90'OObO" J �. ...LL ................... 56'51'41" 17.87' . .......................... 40.25' C13__20+49" 20.49' 3534'38" ONI- CURllE� 350 :...:...:...:...:. po Q' pv 169.18' 5'23'07" po- D o d n Ifl a 2 �4 M V M m Oi F�-W ,Q LC Of YD M n Om M 6 Yp d' QQom G'�YG M O d. M g01 Or(j O WHO U p . u :V1Ti .O CURVE TABLE a o!n . . . . . .+ O� O+ N M .oY ry W .� Z M Ri S00°40'x8"W Cl_ 1780,00' 126,4' 4'04'58" £ ExstAT R2 SOR'a2'14"C-7C-3-1-780-00 C2 20.00' 31.87' 352:. h� 20A6' C3 1780wOD' 144.36' CEEN7ERDt/NEOFit � Op _ �� _ - � - - 52 3 �W + __ - .. .. +. -- -- ---- + } 72.26' __C6 _ C7 20.00' 30.93' 88'35'55" 19.52 CS 1820.00' 126.54' 3°59'02" + C9 1800.00' S .07' 11'20'03"_- 178:62' C10 0.00' 3.42' 90'OObO" J �. ...LL ................... 56'51'41" 17.87' . .......................... 40.25' C13__20+49" 20.49' 3534'38" . 350 :...:...:...:...:. .:...:...:...:...:...:...:...:.i..:. 20.00' C15 1$00. 0' 169.18' 5'23'07" 84.65' Ci6 .,�.,....:....+D:3�% ...:...:...:...:350 ............. .................................. . +0.27%}0.72% - DESIGN FLOwj f PWIF . - 348 :. SEE DEGRADING A E-ANDPLAN DIM9 61ONSMP: L ............... DESQY fZOwUNf PROFI[£ ...: 348 Mitt. 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SUMP BOTTOM=3 -_ J SOUTH FLOWLINE PROFILE RADIAL TABLE T CURVE TABLE a RADIAL BEARING CURVE i RADIUS I LENGTH DELTA ITANGENT. 3 Lu LL Ri S00°40'x8"W Cl_ 1780,00' 126,4' 4'04'58" 63.45' R2 SOR'a2'14"C-7C-3-1-780-00 C2 20.00' 31.87' 919808' 20A6' C3 1780wOD' 144.36' 4°38'48" T72.22 _ C4 33.00' 2`5.94' 45'02'0_8" 13.68 C5 42.00' 197.96' 270'04'1 " 41.95' _ _ 1620.00' 144.45' 4'3?'S1" 72.26' __C6 _ C7 20.00' 30.93' 88'35'55" 19.52 CS 1820.00' 126.54' 3°59'02" 63.30' C9 1800.00' S .07' 11'20'03"_- 178:62' C10 0.00' 3.42' 90'OObO" 20.00' C11 33.00'-2.75 56'51'41" 17.87' C12 42.00' 199_71'_ 2722618"1 40.25' C13__20+49" 20.49' 3534'38" 10.59' Cl4 20.00 31.42' 90'00'00" 20.00' C15 1$00. 0' 169.18' 5'23'07" 84.65' Ci6 U O- WLLµ y M� -V d U /\ U w p¢m� fie/ ti Z Y• w� U is Lw 2_ E Q 28'LuUf C_caat . >W3ZWY) 'r i' $z 0ow m�6preoyw O NiC Q ��W�i z�iAz,Ja cn �^ �QOy=2W vJZ wwQQ L>ih �Z1F-yo Q K CD W W �N M aoc42 1D UD N u awLL zoa 2 (7 'dT 3 wwwsou°i c�aa w W in _ Foii`cioz �'� N CID �ic+W�-zwa� r w 3wmc~i~oo�±LLy o N p0 W ¢F'Q25yy'� R gg>mo�z?aR� i W a Z S ' 3 Lu LL W a n z w ¢ a upw om : a g�o I (/l�^1 �a 1 W) + �+ ORT V /z V U HO'VERTICAL: 1"=2' z U) Q PHASE 2 ww VIZCAYA COURT w < CONSTRUCT MIN, 0.20' A.C. PAVING OVER > _ }- MIN. 0.40' CL -II AGGREGATE SASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T1=4.5 R=47 31.42 ON CURVE C " .- 80pj 00�N 0� 4M N J- 352:. .-. . . - - W- 52 AT CE TERL/NE Q ..... .o. .-?-..... +.. - . - . .... ........ +0.35% +0.25% ��� 350:...:..... 27� +1 DE9a✓ fCdfKINE PR(�7(E 350 w . . 348.1- ...........:...:...:... ... ...: ..:...:...: 348 10+00 11+00 12+00 31.42' WEST FLOWLINE PROFILE Z 2 U d0 0-I cmiIvQmi m M Xp00 M O Qr YO ry mw N ........ ..... .. °0 ........... °0� .o, EX/ST/NC GRWNO PROF/LE + . ... . AT CENTERLINE ; - N 352. .....:.... -.: �� -. - - A - .::. .... : 352 I. +' + a o w ..... .. .. .... .... .... .. .. .. .. ..... O K }0.35% ; +0 35 350. ...:...:...:...: *D:a,r v ATE aLz7L2D1a �I ... ti &V FL OwAf- PROW 50 ', PA JOB No, 3026 3 a SHEET E 348- .... .........................348 10+00 11+00 12+00 1.1-7317 Ph 2-14 &5---� 3 EAST FLOWLINE PROFILE COB RECORDS No. OF 13 SHEETS CONSTRUCTION NOTES RADIAL REAP<NG_CURVE 16 i ❑1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1, ALL PLAN VIEW STA110NING IS BASED ON CENTERLINE DATA UNLESS OTHERMSE NOTED. Fil CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 (DATED 10/15) ALL PROFILE STATIONING IS BASED ON FLOWUNE DATA UNLESS OTHERWISE NOTED. © CONSTRUCT RESIDENTIAL DRIVE APPROACH ON ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO 20.00 31.96' PER DETAIL SHEET 2 AND C.O.B. STD. DWG. ST -7 & ST -7.1 DATED 12 }3 ( / ) FINISHED GRADE PER CITY STANDARDS. ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10 (DATED 12/14) -C} INSTALL LED STREET LIGHT PER G.O.B. STD. DWG. ST -23 THRU 26 AND C.0.6. Q5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD, DWG. NO. D-14. XXX SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 154 DETAILS AND DIMENSIONS) � MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TER GCI SERIES, CREE XSP SERIES ❑6 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. N0. ST -9 (27. MAX CROSS SLOPE IN PATH OF TRAVEL). 11 � I OR EQUIVALENT AS APPROVED BY CITY ENGINEER. Q/ CONSTRUCT TYPE 'M' MEDIAN CURB PER 0.0.13. STD. DWG. NO. ST -2. p CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.0.6. STD. DWG. ST -22. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED sQ PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 4'28'47" BY CITY OF BENGINEER. C9 20.00' 30.90' Q SCH 0 INSTALL (2) 4"" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) ® PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 10 CONSTRUCT 5' WIDE DETACHED SIDEWALK PER C.O.B. STD. DWG. ST -6 (DATED 6/2/99) - - - -- EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) 11 PROPOSED 1' WIDE SIDEWALK EASEMENT TO BE DEDICATED ON FINAL MAP(S). '-'-` PROPOSED RIGHT-OF-WAY (PER TRACT MAP) 9'28'27" 1 5.96' _ Ci4 PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) 5'56'56" INSTALL W31(CA) WITH OM 4-3 ON SINGLE POST AT PHASE BOUNDARY (TO BE RELOCATED AND/OR �- REMOVED WITH FUTURE PHASE CONSTRUCTION) - --- -� = PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) FL = FLOWLINE STATION -'"- - --�- EXISTING EDGE OF PAVEMENT FUTURE IMPROVEMENTS WITH PHASE 5 CONSTRUCTION T RADIAL REAP<NG_CURVE 16 i RADIUS LENGTH DELTA TANGENT RI S09'C2'CJ'i"J w 1500.00' 71.11' � ! Zo C2 20.00 31.96' 9132'55" NLL N� A � k + N PROPOSED TEMPORARY SUMP A (SEE GRADING PLAN FOR 154 DETAILS AND DIMENSIONS) � 75 SAN RAFAEL J AVENUE (SEESHEET r m ro 6 ma + ( o i r 2627 � s 60 20- 1j_, � 31 U-4� � 28 p m"' -, i 30 29 3 O { tYP C2 5 i tr•F C3 rFL-21 19 o TIP 1 18 18+42.17 +� 0 17 C1 _ _- 5+9_g ��lsi �__-.i' `-.}___.__}_ -^L. '_-, t xa 43 -001 Efl TYP rLD �3 TIP �- - C9 I , ®TV ` 76 1 14 7779 80 78 60' 20' 20' -i m rn II 1 { II + om SUNAPEE Nei DRIVE ow (SEE SHEET 7) t CONSTRUCT MIN. 0.20' A.G. PAVING OVER MIN. 0.40' CL -II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T1=4.5 R=47 25 17 16 15 + t fT a � m � j+jfio 21+5475 3 TP v _ G7 _ 5C ©TYP C6 CURVE TABLE RADIAL REAP<NG_CURVE W RADIUS LENGTH DELTA TANGENT RI S09'C2'CJ'i"J Ci 1500.00' 71.11' 18 3556' R2 SO4'40'OS"W C2 20.00 31.96' 9132'55" NLL N� A � k + N j A 13.50' N N � 0M 41.95' A 11 � I � ,X 13.86' C7 SOU 23 y 14.03'_ C8 1540.00' 120.40' 4'28'47" ;!02 C9 20.00' 30.90' 88`31'51" 19.49_ CIO C71� 1540.50' 329.80' 7520.00' 522.31' � N O ONJ / 4'15'54" i�C12 56.60 fZ'ILL. N(i 9'28'27" 1 5.96' _ Ci4 24 5'56'56" 78.98' -- 21 25 17 16 15 + t fT a � m � j+jfio 21+5475 3 TP v _ G7 _ 5C ©TYP C6 RADIA TABLE L B CURVE TABLE RADIAL REAP<NG_CURVE W RADIUS LENGTH DELTA TANGENT RI S09'C2'CJ'i"J Ci 1500.00' 71.11' 18 3556' R2 SO4'40'OS"W C2 20.00 31.96' 9132'55" IN C3 1500.00" 363.23' � k P3 504'42'19E C4 j � 13.50' R4 NO3"35'3N'w +1 42.00' 197.98' 270'0358" 41.95' A 11 � I � 4534'41 13.86' C7 SOU 2'03'41" 14.03'_ C8 1540.00' 120.40' 4'28'47" 60 20', C9 20.00' 30.90' 88`31'51" 19.49_ CIO C71� 1540.50' 329.80' 7520.00' 522.31' 1276'17' 19'4 '147 165.53' 263.76' ONJ Nay 4'15'54" i�C12 56.60 fZ'ILL. N(i 9'28'27" 1 5.96' RADIA TABLE L B CURVE TABLE RADIAL REAP<NG_CURVE W RADIUS LENGTH DELTA TANGENT RI S09'C2'CJ'i"J Ci 1500.00' 71.11' 2'42'`V9" _ 3556' R2 SO4'40'OS"W C2 20.00 31.96' 9132'55" 20.55 C3 1500.00" 363.23' 13'S2'28 _ 182.51' P3 504'42'19E C4 33,00'.,_. 25.62' 44'29'17" 13.50' R4 NO3"35'3N'w CS 42.00' 197.98' 270'0358" 41.95' C6 33.00' 26.25' 4534'41 13.86' C7 780.00' 28.06' 2'03'41" 14.03'_ C8 1540.00' 120.40' 4'28'47" 60 20', C9 20.00' 30.90' 88`31'51" 19.49_ CIO C71� 1540.50' 329.80' 7520.00' 522.31' 1276'17' 19'4 '147 165.53' 263.76' 1520.00' 113.15 4'15'54" i�C12 56.60 Cl3_ 1520.00' 251.34' 9'28'27" 1 5.96' _ Ci4 1520.00' 157.82' 5'56'56" 78.98' 2z+36.80 p* 20 19 '4 PHASt NHASt 31,96' 31.96' 5 2 1 ONN p�O� FSM hN Nm� V M V M �^V CNv^ANO�U ^ V AV 22 ®n oti n pNIM w � n $r'7 pci nn EX/STING CROLIAV PR6FILE 352 $ n o n Jn . _ - .Nq .NCJj li lV N - N+ .Q.�CW�1.IUi p4 . . . . . . . . . . . . . \\y. . : . 3 CV 'per Y>. I ®' +j } + + P 350............:...:...:...:.w.:......`I ..:...:...:...:...:...:...:..-:...:...:. :...:...:...:...:...:.... M �.I ...:...:.. 1 +0.35% +0.35% _ < . .. .+035%� - 348 :...:...:...:...:... ...:...:...:..... .....:.......................:..........:. ..........:...:...........:...:...:...: .348 SEE GRADING PLAN FOR. SOME DETAILS AND DIMENSIONS ^D.25% - DES7QN fLD{VUNE P%fi%E/LE . - - - , ...... .......�... .-4. 2%. .+OR`30%... `03"09.. ........-- .......... .... .... .. .... .... .. +0 259 z 14+00 15+00 +o.25% 16+00 17+00 18+00 19+00 20+00 21+00 22+00 SUM- BOTTOM=3380 ---JPHASE I PHASE- DES/QVFLOWINEPRDfILE NORTH FLOWLINE PROFILE in �N�a OV Vim ^ mI^ �.Wl w� (rd Nto n - n N xI `mN-2Y . _ ..... ..EXJS171V GROUND PA' l(-E ...�rn352 ........ ........ ..... ooi . ......... ... AT CENT I?ZINE im m."rnri 35_ 2 - - ....................ALL..... OJ...... ....... N� 350 :...:...:...:...:...:...:.. ....... 350 .�.. .. .. ..... .. ......... . :4 :...:...:.......:.......:...:...:...:...�.............:...:...:...:...:...:...........: ...: :... ..:. 2"... ...:...:...:...:.?. �.:...: +0 5% +D.3s% 348 0% ° 348 DES/GN:FX KIAF PRO-1C GRADING PLAN FOR SUMP ' k DESYGN a0muNE PRof&F . .... . 29%:... - +Dsa%.................................................................... . DETAILS AND DIMENSIONS. iT ... 70.25%. ........ .. .. ... __ ....n¢'....:: ....:..:..:...:.. 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 SUMP BOT(OM=3380 SOUTH FLOWLINE PROFILE `w J �e BYp y� W Up mor t, ow«- mom `muy�' �wj zdFo z O w cz�zdw`r�' r/� T ttyFm>4`n �_ J o C6 8 y W 2 E zpWgzm h aap¢it-G3i61a v � a m pzat=c�a �ts-r3 O H Zi �wpou r'�¢m'" 41i N W c��Os� o z " oFu wap�Z. G] W W9z w Q N 90vt W4 �0 In 04 W W y" piU i-zwgpi''' Of01 60 4'$QQz m(�iU�'yay��pY,y..'yOyyp Z- W E E Faa Q U wwZ � G yG n w<p �iyW'2�mg a. VVm W0JMw2Jap 5al ¢¢Uoy i/2pJ 6>>ZZ 4 II (1 N W u Q a J � Lu WWy W LL w LL a o n w n _IV J 'Cf HORIZONTAL: 1"=40' CN ' {L VERTICAL: 1"=2' WW W Q O [l. CL 1 M Z W U) Qo m a 0 a c 0 ai F Ot N M i y rn z 0 4 s a DATE 8/27/2018 PA JOB No. 3026 SHEET v E4 1-7317 Ph 214 &50 COB RECORDS No. OF 13 SHEETS CONSTRUCTION NOTES 3EA2'. Nc R1 Q CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. Q2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.Q.B. STD. DWG. ST -5 (DATED 10/15) ALL PROFILE STATIONING IS BASED ON FLOWUNE DATA UNLESS OTHERWISE NOTED. I 4 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO 16.05' CONSTRUCT RESIDENTIAL DRIVE APPROACH PER DETAIL ON SHEET 2 AND C.O.B. STD. DWG ST -7 & ST -7.1 (DATED 12/13) FINISHED GRADE PER CITY STANDARDS. [4] CONSTRUCT WHEELCHAIR RAMP PER C.O.S. STD. DWG. ST -10 (DATED 12/14) <> INSTALL LED STREET LIGHT PER C.O.B. STD. DWG ST -23 THRU 26 AND C.O.B. © CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD, DWG. NO. D--14. XXX SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. IT C7 1040.90' 28.29' MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.0.8. STD. DWG. NO. ST -9 (29 MAX CROSS SLOPE IN PATH OF TRAVEL), 83.29'_ OR EQUIVALENT AS APPROVED BY CITY ENGINEER. Q CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. OWG. ST -22. ® SAWCUT TO NEAT, CLEAN VERTICAL FACE, THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED Q PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) - 19.38' BY CITY OF BAKERSFIELD ENGINEER. 49.92' 216'12" ED INSTALL (2) 4" SCH 40 PUC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) G PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) W CONSTRUCT 5' WIDE DETACHED SIDEWALK PER C.O.B. STD. DWG. ST -6 (DATED 6/2/99) -"J EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) 01 PROPOSED I' WIDE SIDEWALK EASEMENT TO BE DEDICATED ON FINAL MAP(S). ---'- PROPOSED RIGHT-OF-WAY (PER TRACT MAP) _43,96' 146.57 o ``--" PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) 1[1] INSTALL W31(CA) WITH OM 4-3 ON SINGLE POST AT PHASE BOUNDARY (TO BE RELOCATED AND/OR _ _ O�66y O'Oi'S1"1 �- REMOVED WITH FUTURE PHASE CONSTRUCTION) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) FL = FLOWLINE STATION 1 EXISTING EDGE OF PAVEMENT _1 ZADORRA AVENUE a (SEE SHEET 7) j + w m I fI + 70 68 3 71 69 �1 o p v' U N ,von I -IN C2 �_Tl 0 50 i. C2 1 �( +0014 07 oC1 3lYP I 1 1' I . I � t6 -r9138 iti 75 I6 _ _�.--- _ 1 N -_..__ is g i ry O I ll 11 SAN RAFAER 1 a AVENUE $ � gml (SEE SHEET 6) $f NOTE: STRUCTURAL SECTION CHANGES AT PHASE BOUNDARY 32 33 34 35 rn � � V O LL > 47 48 o < I 36 i ( 37 I�0Wl 38 b O RENTERIA DRIVE 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=47 nJ '+I- uJ4. O� NJJ ILL O N 4 + + +� a W r 45 44 9yti m = I, 11 46 1c F � 1 � 43 _ M C4 19+43.8 �J---�-.- 60.57 h - jL l� C5 FL 20x27.22 g n1P "- _ C6 \cl 42 39 r 1 40 ` 41 'gas r II x I� W - HORIZONTAL: 1"=40' VERTICAL 1"=2' oN off oam m oc a n __ 352 1 ...... 98 �a ... _ X/ . A7 c£N7ERL/NEO. Qg .. .. L 4+ - - . _ r _ . - �m . _ _ : -... N .... . 352 MATCH E%. GRD. rnh - - ' . NN��21 _ ._ TOjt � __. - _ ,_ _ -- _.. - _ __ _ _ _ _ - - --pper N m� �� p� . . . . . .1(1LL �. �' 2 1. too. m @ } Mh 350 :__..\..LL:...:...:...:/i.: 350 /\ GRADE ® 2:1 TO l' .x.42% NATURAL GROUND \.'. -6 ..+029% . \ +o7a :OE£/GN;fLOWUNE'PRfd71E ' . . 348:...:.. ..-D-27%.. .... ...... .... ......... ..... 9O6W h0N1JN£ PROF7L£ a 13+00 ...... ........14+00.. ....... ....15+00...............16+00......... ...... 17+00...............18+00........... ...19+00...............20+00.... :�... PHASE E 30.79' 30.79' NORTH FLOWLINE PROFILE F 4 2 ONICON CURVE I o w mai I N t�+�n m m Floe rwrn U ��Io �� EX/SI7NG 0041N0 PROF/LE� 8N OI KI OY O _ - - - _ N N 352 �" .. ..... ... N* y.._ ... h1�# N� MN 352 MATCH ER GRO� . + I - - _ _ _. _ - .- _ -c..:- - -. _. OeOi NN^� ^ W ^M .._ 'off Tm� u. -Nlb POLL .{ . MJ. _ _ _ �LL N Nl. 350:. .a.:...:...:i..:...:..i.:...: ..:...:...:...:...:...:...:. .:...:...:.. :...:...:...:LL.. 350 \ 0.43% _ +0.43% GRADE.0 2:1 TO + � +O.k3% . NATURAL GROUND. . . . . . . . . . . . . . . . . . . . . +0.45%.. . . . . . . . . . . . . . . I . . . . . . . . . . . . . . \ +o. S 0 348..........._025%.... _........�_. ......... ................. ............................... ...... 48 +0 30% ...... .... .. . . 45% tiE /GN iZ JKNVE PRf.9�/L£ . q 3 DE570Y fLOBilNE PROF7IE 13+00 14+00 15+00 ..............16+00 17+00 ..............18+00 19+00 20+00 SOUTH FLOWLINE PROFILE RADIAL TABLE RADIAL 3EA2'. Nc R1 508`49'47"W R SO4'46'08"N' R., �I; o�8 1-2'T 71 Rh P108"09'08"W 91'54'37' I 4 3209' 1'42'09" 16.05' �C4 3300' 25.14' 43'39'itn 13.22' CS 42.9' 72 270'0 '07" 41.97' C6 33.00' 26.80' 46'31'34" IT C7 1040.90' 28.29' __j4 1,33,32"_ 14.15' C8 1060.00 83.29'_ 4'30'07'_ 41.67' C9 1260.00' 299.79' 1377'57" 150,61' CIO 20.00' 1 30.79' 88'12'33" - 19.38' Cil 1260.00' 49.92' 216'12" 1 24.96' _ C12 1240.00' 421.67' 19'29'02" 2 C13 1240.00' 87.88' 4'03'39" W C14 1240.00' N FUTURE IMPROVEMENTS WITH _43,96' 146.57 o _291178' 42.01' PHASE 4 CONSTRUCTION 21.01' 7 _ _ O�66y O'Oi'S1"1 0.33- U, 6 V ®nF 1 M 73 to _1 ZADORRA AVENUE a (SEE SHEET 7) j + w m I fI + 70 68 3 71 69 �1 o p v' U N ,von I -IN C2 �_Tl 0 50 i. C2 1 �( +0014 07 oC1 3lYP I 1 1' I . I � t6 -r9138 iti 75 I6 _ _�.--- _ 1 N -_..__ is g i ry O I ll 11 SAN RAFAER 1 a AVENUE $ � gml (SEE SHEET 6) $f NOTE: STRUCTURAL SECTION CHANGES AT PHASE BOUNDARY 32 33 34 35 rn � � V O LL > 47 48 o < I 36 i ( 37 I�0Wl 38 b O RENTERIA DRIVE 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=47 nJ '+I- uJ4. O� NJJ ILL O N 4 + + +� a W r 45 44 9yti m = I, 11 46 1c F � 1 � 43 _ M C4 19+43.8 �J---�-.- 60.57 h - jL l� C5 FL 20x27.22 g n1P "- _ C6 \cl 42 39 r 1 40 ` 41 'gas r II x I� W - HORIZONTAL: 1"=40' VERTICAL 1"=2' oN off oam m oc a n __ 352 1 ...... 98 �a ... _ X/ . A7 c£N7ERL/NEO. Qg .. .. L 4+ - - . _ r _ . - �m . _ _ : -... N .... . 352 MATCH E%. GRD. rnh - - ' . NN��21 _ ._ TOjt � __. - _ ,_ _ -- _.. - _ __ _ _ _ _ - - --pper N m� �� p� . . . . . .1(1LL �. �' 2 1. too. m @ } Mh 350 :__..\..LL:...:...:...:/i.: 350 /\ GRADE ® 2:1 TO l' .x.42% NATURAL GROUND \.'. -6 ..+029% . \ +o7a :OE£/GN;fLOWUNE'PRfd71E ' . . 348:...:.. ..-D-27%.. .... ...... .... ......... ..... 9O6W h0N1JN£ PROF7L£ a 13+00 ...... ........14+00.. ....... ....15+00...............16+00......... ...... 17+00...............18+00........... ...19+00...............20+00.... :�... PHASE E 30.79' 30.79' NORTH FLOWLINE PROFILE F 4 2 ONICON CURVE I o w mai I N t�+�n m m Floe rwrn U ��Io �� EX/SI7NG 0041N0 PROF/LE� 8N OI KI OY O _ - - - _ N N 352 �" .. ..... ... N* y.._ ... h1�# N� MN 352 MATCH ER GRO� . + I - - _ _ _. _ - .- _ -c..:- - -. _. OeOi NN^� ^ W ^M .._ 'off Tm� u. -Nlb POLL .{ . MJ. _ _ _ �LL N Nl. 350:. .a.:...:...:i..:...:..i.:...: ..:...:...:...:...:...:...:. .:...:...:.. :...:...:...:LL.. 350 \ 0.43% _ +0.43% GRADE.0 2:1 TO + � +O.k3% . NATURAL GROUND. . . . . . . . . . . . . . . . . . . . . +0.45%.. . . . . . . . . . . . . . . I . . . . . . . . . . . . . . \ +o. S 0 348..........._025%.... _........�_. ......... ................. ............................... ...... 48 +0 30% ...... .... .. . . 45% tiE /GN iZ JKNVE PRf.9�/L£ . q 3 DE570Y fLOBilNE PROF7IE 13+00 14+00 15+00 ..............16+00 17+00 ..............18+00 19+00 20+00 SOUTH FLOWLINE PROFILE RADIAL TABLE RADIAL 3EA2'. Nc R1 508`49'47"W R2 SO4'46'08"N' R., �I; o�8 1-2'T 71 Rh P108"09'08"W CURVE TABLE CURVE RADIUS_ LENGTH DELTA I TANGENT Cl 1220.00' 332.87' 15'37'58" 167.47' C2 20.00' 32.08' 91'54'37' 20.68' C3_ 1080.00', 3209' 1'42'09" 16.05' �C4 3300' 25.14' 43'39'itn 13.22' CS 42.9' 197_95'__ 270'0 '07" 41.97' C6 33.00' 26.80' 46'31'34" IT C7 1040.90' 28.29' __j4 1,33,32"_ 14.15' C8 1060.00 83.29'_ 4'30'07'_ 41.67' C9 1260.00' 299.79' 1377'57" 150,61' CIO 20.00' 1 30.79' 88'12'33" - 19.38' Cil 1260.00' 49.92' 216'12" 1 24.96' _ C12 1240.00' 421.67' 19'29'02" 1 212.89' C13 1240.00' 87.88' 4'03'39" W C14 1240.00' N 1_ 13*28'56" _43,96' 146.57 Cis 1240.00' _291178' 42.01' 186' 8" 21.01' C16 122000', _ _ O�66y O'Oi'S1"1 0.33- 11 f5 9 U owa yam C WLo 9F4 W Z 'E p Q j U M y w 4" w c� yg� w s o x O I s m X zmw L LL v°i4 zpo (' t4. v��u mo Qm N w �w coW Gg$ywoz� W 2 mN0 ry zU%N "d�zaa W ill m M REM p 8�a�w� L ^ L O jWj �O W�I�LLO 700 'zilJ�p?m L 0 yl F N I O � a O a DATE 8/27/2018 PA JOB No. 3026 SHEET OF13 SHEETS w. P UJ N E_ W 0 �\ O a F9 ww W W N j U, 6 4KW 0 yl F N I O � a O a DATE 8/27/2018 PA JOB No. 3026 SHEET OF13 SHEETS CONSTRUCTION NOTES 01 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. © CONSTRUCT L5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 (DATED 10/15) n CONSTRUCT RESIDENTIAL DRIVE APPROACH PER DETAIL ON SHEET 2 AND C.0.R STD, DWG. ST -7 & ST -7.1 (DATED 12/13) Q CONSTRUCT WHEELCHAIR RAMP PER D.C.& STD, DWG. ST -10 (DATED 12/14) []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 (2% MAX CROSS SLOPE IN PATH OF TRAVEL). © CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. ® SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER, INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) 10 CONSTRUCT 5' WIDE DETACHED SIDEWALK PER C.0.8. STD. DWG. ST -6 (DATED 6/2/99) Q PROPOSED i' WIDE SIDEWALK EASEMENT TO BE DEDICATED ON FINAL MAP(S). ✓17 INSTALL W31(CA) WITH OM 4-3 ON SINGLE POST AT PHASE BOUNDARY (TO BE RELOCATED AND/OR -� REMOVED LITH FUTURE PHASE CONSTRUCTION) EL = FLOWDNE STATION ONDARROA INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND C.O.B. COURT SPECIAL PRONSION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. SHEET g) MODELS INCLUDE HOLOLPHANE LWI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES m L(ISFE o� 0 27 g ( ST -22. a -8n--- 33 �! -1T N PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN I --------- EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) oN as O tai — — — — — p iQ�"1 73*gt,3_2 1 w 3h9 57, , PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) EXISTING EDGE OF PAVEMENT - 11� 110 IIU s FUTURE IMPROVEMENTS NTH SMi PHASE 4 CONSTRUCTION 1' IT �W 17 I 16 M a C41P l 66 V I SEE DETAIL A + 67 r 6 r ¢ u I mLL m y'LL + d .: ... .. .v ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWUNE DATA UNLESS OTHERWISE NOTED. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. O- INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND C.O.B. XXX SPECIAL PRONSION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. _ O (h MODELS INCLUDE HOLOLPHANE LWI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES �— OR EQUIVALENT AS APPROVED BY CITY ENGINEER. o� 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 31 PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) © PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) --------- EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) oN ---- PROPOSED RIGHT-OF-WAY (PER TRACT MAP) — — — — — PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) Ar OFIIVu1W PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) EXISTING EDGE OF PAVEMENT II I 11� 110 IIU SMi ppm DOi 6N �W S + nJ hJ V- NJ mLL m y'LL + + .: ... .. .. + r j VIZCAYA COURT - (SEE SHEET 3) 55 ¢ ^� � I � 5 1 57 56 10 o w 63 - 65 64 s' 16' a' e' 0 No too I II 1 4 TYP 4 t8 18+a5.13 16+49 77 17 C2 --�% `f — = `yam C5� iF' 14+89 07 15+211 7 I I 10 1'11 ,!L 50 51 52 53 r 60' 49 54 r I � J N J r ZADORRA AVENUE a5 (SEE SHEET 7) PHASE 2 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=47 HORIZONTAL: 1"=40' VERTICAL: 1"=2' ----------------------------- _ ! I) < 1 it !I CONSTRUCTION NOTES FOR DETAIL 6 ONLY �~ I ((( ZIo (( (! ® CONSTRUCT 23 LF. OF "TEMPORARY" CURB AND GUTTER (TO BE (( O2!U " REMOVED WITH PHASE 4 CONSTRUCTION © SAWCUT AND REMOVE 23 L.F. OF CURB AND GUTTER AND CONSTRUCT ( !! ( CROSS -GUTTER (TO BE DONE WITH PHASE 4 CONSTRUCTION) I! I ( -L 1 (:D SAWCUT 2' OF EXISTING PAVEMENT - OR AS DIRECTED BY CITY I oNN l I ��\ ENGINEER (TO BE DONE WITH PHASE 4 CONSTRUCTION) 4 (TO BE DONE WITH PHASE 4 CONSTRUCTION) _. A RADIAL TABLE PADIAL EFARING E1 SD�'/425E E2 sos'a['4;"L m Yj C 00 JµW O mWO� Jai(]! Ot Jm LJ �m JUl O O 1 tS 10 I � O�� ot.j � 6NOj pt0 N �IOI W � ....- .. .a vM. ..... ...., al.. .... .- I7NGGRUII�PR ....+ . .... .... Y _ __.. 352 MATCH Ex. GRD,1 :°°. n� : : : _ cv� AT GEN7FRLINEO�:�r� r-- : mW' -. -- ---.- ��` .. ..:LL :... ... .,.. _.. A. 352 jEX _ M r . I moi. .t .Z.' .. -..-LL .. .. .... ....... ... .. .... : +0135%....... 1111. n GRADE C4' 2:1 TO AURAL'GROUND. +0.35% E�voNu �EPRTx...:...:... 3 S0350 +.2 :...:...:DE570N_fZ0{K/NE PRDF/LE .:.. 1 : 1 1 1 :.. .:.. .:.. 1 : 1 1 1 :.. .:.. .:.. .: ...: �4�:.. .: _ h 6s_IM. , -S 34$ :. ..: - .: CROSs� GU TER 1111.. a: 348 13+00 14+00 15+00 16+00 y 17+00 18+00 19+00 PHASE_PI HASH ' ' NORTH FLOWLINE PROFILE 30.62 30.74 " o w OWI MfM 1'N W A N W W M pNj N SSI 8N �MI gt M WN N .. _ ... 1 1 1 1 .. - - - ... ... 'aI517NG CROVAD PRORLE 1 1 1 1 .. 1 1 1 1 1 1 1 1 - . - ..J` . - .. .. - - 352: MATCH EX GRD. : off' : i rii^'F : - -- - e ... a ..._ _ _ N .r — -... . —.. -. . -. - . . -.— . ...- .............. �.: 52 pm AT CENTER[/NE .-.. _1111 --- W! - . 1111. .. .... ... 1111 1111 -1111. 1111 . .GRADE 0 2,1 TO 350 NAT URAL: GROUND, _ _ +0.34%- 50 .. .. _ 111:1 ........ 9 % ........:...: . DES(6iV FLDIK/A'f PRGf7C£... _ 1111... ; .......:...:... _ ...: J DEWLN f1014'Z/NE Pf7pF/LE : `7.2i-$ : +'S. 8 : 3 348 :...:.. ... ..... ..... ..................:.. :...:...:...:.. � :...:348 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH FLOWLINE PROFILE HORIZONTAL: 1"=40' VERTICAL: 1"=2' 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=47 N -._I�.� �gW-1 n$so (]d12UU yWy11fSWt WmW��2YOW Imp _ O (h �o�~z z$Qz �— M o� 8 U' W a Z I- 7 352......... w } mM . ........ EXISRNG GROUND PROFILE oN u o 352 Ar OFIIVu1W 350... {1 ...... .: ... .. .. .... .. .350 . . . . _ . . . . . i. . .. . . 34$ ... ...:... ...I... ... ... ... ... ...:...:...:...:..I._...:...:... 348 ............+0.50% ... . ...... ............... DXS/DAJ ELDIKNE PROElZE:. .:...:...:...:.. . 10+00 11+00 12+00 13+00 WEST FLOWLINE PROFILE 352... .. ... 91 350:.. .. 34A' CV57ING GROUND PRL,�7L£ �oI _ .: 'AT CENTERLINE' . " ' N+ - :. 52 ............. N.. 350 ................1....... ... ... ... �..... ... 111:1 .. ...:...:...:...:...:.. _ 48 +0.25% ........... '+bTD%......... : .....DES7GW FLDNUNE PROF/!E 5 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE1.11.11 7317 Ph 2.4 as 5 zc� $ u ww O2�Or�j �g= a oa$Z-99 z yQZ :pW�p': o �awV o'`� t l y�jRV�N �Zl u zo w�'daW Oi No. m ®r0�< g fn 19 4) u &2 Y R m .2 N Q W - o ChoZ o ry Z N N w W B cr a N 0 N I� 011 N U �gW-1 n$so (]d12UU yWy11fSWt WmW��2YOW Z _ O (h �o�~z z$Qz �— M yg 6' E O mNF � a 8 U' W a Z I- 7 g g � ia9-`95 w } mM as 5 zc� $ u ww O2�Or�j �g= a oa$Z-99 z yQZ :pW�p': o �awV o'`� t l y�jRV�N �Zl u zo w�'daW Oi No. m ®r0�< g fn 19 4) u &2 Y R m .2 N Q W - o ChoZ o ry Z N N w W B cr a N 0 N I� 011 U) Lf) W Z W 4 W CL N w Il,l Z � 2Ev Z / M QN ( 1 L1,. W mtz v— 1..1.E AM F_ W F— F— ry Q Z U 0 IS o DATE 8/27/2018 PA JOB No. 3026 SHEET i 6 OF 13 SHEETS N W u°. 00. a U' m w wz 0 W LL U o a u o �. W ¢ a U) Lf) W Z W 4 W CL N w Il,l Z � 2Ev Z / M QN ( 1 L1,. W mtz v— 1..1.E AM F_ W F— F— ry Q Z U 0 IS o DATE 8/27/2018 PA JOB No. 3026 SHEET i 6 OF 13 SHEETS CONSTRUCTION NOTES Q CONSTRUCT TYPE "B" 6" CURB & GUTTER PER D.D.S. STD, DWG. ST -1. []2 CONSTRUCT 4.5 WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 (DATED 10/15) Q CONSTRUCT RESIDENTIAL DRIVE APPROACH PER DETAIL ON SHEET 2 AND C.O.B. STD. DWG. ST -7 & ST -7.1 (DATED 12/13) {� CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10 (DATED 12/14) CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD, DWG. NO. D-14, 06' CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. OWG. NO. ST -9 (2% MAX CROSS SLOPE IN PATH OF TRAVEL). M CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B, STD. DWG. NO. ST -2. ® SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ® INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) 1® CONSTRUCT 5' WIDF DETACHED SIDEWALK PER C.O.B. STD. DWG. ST -6 (DATED 6/2/99) 11 PROPOSED i' WIDE SIDEWALK EASEMENT TO BE DEDICATED ON FINAL MAP($). M INSTALL W31(CA) WITH OM 4-3 ON SINGLE POST AT PHASE BOUNDARY (TO BE RELOCATED AND/OR , REMOVED WITH FUTURE PHASE CONSTRUCTION) FL = FLOWUNE STATION II110+0000 I I ° tI xh- - -- -t-- +. I 1 i I (f SEI III .I 'I I Ij1 II �� I II STOCKDALE RANCH a DRIVE (SEE SHEET 12) 91 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED, ALL PROFILE STATIONING IS BASED ON FLOWUNE DATA UNLESS OTHERWISE NOTED. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO CITY PER GRADE FINISHED E P STANDARDS. -C} INSTALL LED STREET LIGHT PER C.O.B. STO, DWG. ST -23 THRU 26 AND C.O.B. XXX SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LWI SERIES, LEO TEK GCI SERIES, GREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. C CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. © PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) ® PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) --- EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) --- PROPOSED RIGHT-OF-WAY (PER TRACT MAP) - - - - - PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) _ = PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) G -E-- EXISTING EDGE OF PAVEMENT 81 80 1 ml I TYP oil �-� 12+00.00 j-✓ I } _ - _._ T - ®_-i-N'Q5_43'42"W _ _--f_ _ -`G Cir ------ 2 DETAIL 1 7 1 - - ------ BLOCK WALL C1 ----------` 30.93' I � tANDSCAPING,� 00' 31.87' ` I -WAY ( n I n z - I I 88'31'51" 19.49' 348 20.00' 32.08' 91'54'37" 20.68' cel I� INSTALL LIMIT UNE 1110+77.00 (5.00' LT) �� I d�i 11+26.70 (5.00' LT) 20.00' 30.74' 50.95 TC I Z N; N li 50.12 AC �LL �. 1 c1 50 68 TO 0049.85 AC 30.74' h 352 T''--'- M 1 1 p'ni TYPE 0 (GA) I 350: 4 g'.�hp MARKER (TYP) I 10+77.00 (500' RT) 11+26.70 (5.00' RT) I I U 50.95 TC PAINT NOSE MEDIAN 50.12 AC 1 oli o Ilyt 50.68 TO I l o 49.85 AC YELLOW (TW) Ili LO N 1 N1III ... N O I 1 . NOTE: VERIFY SXISTNGG LOGA RON I I c Jt.1r I DSCARING, - -RIGHT-OF-WAY AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER DE31GN R0l4SINE PRJf&f -) X79 / t BLOCK WAIL 1 p 348. A LANDSCAPE MEDIAN DETAIL .. . 0.25%. . 7 SCALE 1"=20' . r CURVE TABLE CURVE LENGTH DELTA TANGENT C1 _RADIUS 20.0 ' 0 30.93' 88'35'55° 19.52' G2 00' 31.87' 91'18'08" 20.46' C3 ,._20 20.00 30.90' 88'31'51" 19.49' 348 20.00' 32.08' 91'54'37" 20.68' -C4 CS -- Y0.00'_. 30.62' 87'42'44" 19.22' Cfi- 20.00' 30.74' 88'03'32" 19._33'.. 20' ' I 20'I1 � 20' 10' � 6-8 U N M+Nm 67 i a 4 TYP0U 1s I o a� 14 0(� 0 +0000 N08'42'47W ,-� _ e _ 11 _--_---__-------- --___ ------------ _+ L_ro w j ®TY' +' 1 zo' 20' 1 ' b mzo' t0' 48 49 16 52 14 s' : COLS E OK 13 SANTA CLARA U� COURT „ RENTERIA DONOSTIA COURT c, DRIVE (SEE SHEET 3) o om (SEE SHEET 4) Sa 1 STREET (SEE SHEET 5) aw (SEE SHEET 6) -r- pVpd N•F O MOi b�l mM p'.N- p V'I' O r oN + *h"R .N - PHASE 2 SUNAPEE DRIVE 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=47 HORIZONTAL: 1"=40' VERTICAL: 1'=2' 352 04- ga gAT CENRERUNE. o £XI.TANO 6ROUNO PRORR7V o� n 352 ... Nf+a . . . . . v0{ . 25 . . . Atyi 348 10+00 X SS -GUTTER b s •- 352: �LL �. AT CCAITRLRA£ a� 30.74' 352 M _ p'ni 350: � .._ A...: 350 ........ .... .... ....... ... . . NOTE: VERIFY SXISTNGG LOGA RON ...: .................. ......�...... .:.. :........350 AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER DE31GN R0l4SINE PRJf&f -) X79 p 348. . IF THERE ARE ANY DISCREPANCIES. .. . 0.25%. . 348 . . &r96 / f10KIff" PROFR!£ = 2�3•y . 10+00 11+00 12+00 13+00 14+00 15+00 WEST FLOWLINE PROFILE r �jm 40] 110111 An I WL a 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=47 W LL W v a �o DoE, w w -2tW'- z o Nw22F W`CFij M g'(�1 J, �2u3 zm W �63LL y N Z. 0"59 -M �9 > U © e eww m w 'ii'i3�i�um�cs5� � Z !6 OTo Q d CI N 1- z Wgo4 _6 w NM oa3ww�o W Z N O N 5 � �rc3Wnm i�" W I..1� U' Lf%N yTtinwOu°'SZOE W W M Y� U a3`iWo� Oto u �m�51-2mmU LJ� U3{�',OyI-J(�O��LL � N m8rr11 Ya�WWoy I,.L. /1 �,�Drii�c�iwQ rF p55 02(JNWS m �WO�Sp aW�' O y �{{wu41r Q� W 6��icG� Lm�¢rc� i�uWuSSl1 dzpzpg B>.. W IN \f WW V 0 a W= wz z m ww w WNL LL 2�-fir HORIZONTAL: 1"=40' VERTICAL: 1"=2' 01 c6 0; JmOµi W M 348. 348 10+00 X SS -GUTTER b EX155V.- GROUND PRORZY oNl; m 352: �LL �. AT CCAITRLRA£ a� 30.74' 352 M _ p'ni ........ .... .... ....... ... 350 :...:...:. ..:... ...: .................. ......�...... .:.. :........350 ... _ .... � 1�'+1.03%-,................ . ... .. ._.... �-D6%G!d s' 348. 348 10+00 11+00 12+00 SS -GUTTER b a 32.58' WEST FLOWLINE PROFILE 30.74' G� V �6'�fSlDaa * y�P U) IO WD Q W N C/ Z(/ W ly 2� o m O(� CL Id 01 W ICL Cy Lu W W w CLQ U :D�(� VJ �.� _.. __..._ n¢'.� , I ON CURVE 110, true po ��5 M M K b 0 I N L -W b 1-m 0i W!aj O b f pp W (Uj �+ ~ b m Oi OI m Oi W m 4 �b EXISANG GROUND PRORRLE 352. . .. . ... .�. M.- gxM 352A7' OfNERUNE M EXISDNO GRWNO PROf/L£C; �� �LL �� 35 �4 52 ...... ...?O .�. .. ....... ..,OJ .... p .... _ M ._ _ 1 ,� N LINE 3 U 350........:.. . ............... .......:...:... ...... ..: 350 �...:...:...:...:..--..:...:...:...:.. P a . -0.549 a . .NOTE:VERIFY �EXISTNG LOCATION.. _ ,`.try%. 350... i-... ... .....350 AND ELEVATION IN FIELD, PRIOR TO - 1111 CONSTRUCTION AND NOTIFY ENGINEER - -0:62% y 4 +x'98% v DATE 8!27/201$ 348. . . IF THERE ARE ANY DISCREPANCIES .. . . . . . . . . . . . . . . . . . . . . . . +0.00% +0'.00 , - . .r a a -0.25% 34,8 +0.20% l �..........J _ 10.61% N ...... . ... . ....... 06f90 ROM11Nf PROFQ. f.. ... ............... _ y PA JOB No. 3026 80.06'°-"Df5/OyRZON2N£PROACE �M '0-0.629, SHEET ....: cRass-cuT ER.... ..:. 348 � 60� s n �� ......:...:... ...:... ...: 348 10+00 11+00 12+00 13+00 14+00 a"' "5s.a a EAST FLOWLINE PROFILE `cRoss-cuTrER15 OO GROSS -GUTTER 11+00 12+E 13+00 10+00 EAST FLOWLINE PROFILE 1.1-7317 Ph 2,4 &56 7 COB RECORDS No. OF 13 SHEETS CONSTRUCTION NOTES ED CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 (DATED 10/15) ['3 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER DETAIL ON SHEET 2 AND C.O.B. STD. DWG. ST -7 & ST -7.1 (DATED 12/13) ® CONSTRUCT WHEELCHAIR RAMP PER C.O.D. STD, DWG. ST -10 (DATED 12/14) [5] CONSTRUCT TYPE 'A' CATCH BASIN PER O.O.B. STD. DWG. NO. D-14. © CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9 (2% MAX CROSS SLOPE IN PATH OF TRAVEL), 7M CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD, DWG. N0. ST -2. ® SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. [9] INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) 10 CONSTRUCT 5' WIDE DETACHED SIDEWALK PER C.O.B. STD. DWG. ST -6 (DATED 6/2/99) p PROPOSED 1' WIDE SIDEWALK EASEMENT TO BE DEDICATED ON FINAL MAP(S). 12 INSTALL W31(CA) WITH OM 4-3 ON SINGLE POST AT PHASE BOUNDARY (TO BE RELOCATED AND/OR - REMOVED WITH FUTURE PHASE CONSTRUCTION) FL = FLOWLINE STATION ALL PLAN VIEW STATIONING 1S BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWSE NOTED. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. -O- INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND C.O.D. XXX 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. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.S. STD. DWG. ST -22. © PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) ---- EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) ---- PROPOSED RIGHT -CF -WAY (PER TRACT MAP) -- - - - -- PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) --��� -- -11�-- EXISTING EDGE OF PAVEMENT PHASE 4 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=47 ZS %roms RADIAL tl¢ V ......................... `may -mp JP Jm O W YU O m O 1� p 63'21'34" M O C3 946.00' .J AT..G£NTEk1NE ... <� .:352 32.24' 92'2'07" 1 20.84' C5 982.00' 320.19' 18°40'56"_ ' - - - - •- -' - " - - '- VERIFY EXISTING LOCATION --+�. .35% ��--- ................... � � � ANDELEVATIONIN FIELD, PRIOR TO . . . C9 964.00' 0 359. . . . . . - . . . CONSTRUCTION AND NOTIFY ENGINEER £XIY270 GROUND PROFTLF� M-1 9221'07° 1 20.84' 352:. 39.00' .w 22.14' 1 h o zs% . .... . _ .. - � - - C13 _ 3360' -I :...:...:...:..DFsrWvaoor[TNFAVRtE:... 3.25' _ _0 --. 50 sq� 3 eas TING' � .. .. 0. .359;. .. ..... . ..:..: �� m a� / -0.257 A7 TN FUN£ ��i 350...:...: �..:...:...:...:... ...:... iEWV A0194- PRORi&- ..... ... . 348:....... 10+00 11+00 12+00 v F NORTH FLOWLINE PROFILE a a �s \ rell.I• Iwle HORIZONTAL 1"=40' VERTICAL: 1"=2' 352 NOTE, VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF TriERE ARE ANY DISCREPANCIES. 350 a.zostj �EX/S7/NG FLOWL/NE PRDFILE /PER PHASE 2 1MPR0/FMEN7,5f 348 14+00 PER PHASE 2 IMPROVCYrNTS) 348: .......:...:...:. .:.. :......:...:...: 348 10+00 11+00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE RADIAL TABLE RADIAL HEART\G ......................... `may ......... 500:,3'55"'N d a EX/S77N6 GROUND PRORIE 36.49' 63'21'34" 352:... C3 946.00' 221.03' AT..G£NTEk1NE ... <� .:352 32.24' 92'2'07" 1 20.84' C5 982.00' 320.19' 18°40'56"_ ' - - - - •- -' - " - - '- VERIFY EXISTING LOCATION '-- '---'- .35% ��--- _ � � � � � � ANDELEVATIONIN FIELD, PRIOR TO . . . C9 964.00' 0 359. . . . . . - . . . CONSTRUCTION AND NOTIFY ENGINEER ' 9221'07° 1 20.84' Cit 33.00' 39.00' IF THERE ARE ANY DISCREPANCIES. 22.14' 1 _ C12 _ 4?y061 189.83' zs% 50.99 C13 _ 3360' 350 :...... .............. :...:...:...:..DFsrWvaoor[TNFAVRtE:... 3.25' ...:. :.. _ .:...:...:...:........... _0 --. 50 sq� 3 PER PHASE 2 IMPROVCYrNTS) 348: .......:...:...:. .:.. :......:...:...: 348 10+00 11+00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE RADIAL TABLE RADIAL HEART\G R1 S20`21'17"W R2 500:,3'55"'N R3 SD1`2E'25"E PHASE 4 ' !'liwis 1 �I 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 r44 CURVE TABLE _ CURVE LEN DELTA 1 TANGENT _RADIUS Ci 42.00 196.98' 268'43'26" 1 42.95' C2 33.00' 36.49' 63'21'34" 1 20-37'-,- C3 946.00' 221.03' 13'23'13"„111.02' a LL 4 o C4 29-00' 32.24' 92'2'07" 1 20.84' C5 982.00' 320.19' 18°40'56"_ 161.53' C6 33.00' 15.74' 2770'07" _ T 8.02- C7 964.00'_ 349.32' 20'4 5'43" 176.60' C8 964.00' 332.96' 19'47'23" 168.15' C9 964.00' 16.36' 0'58'20' 1 8.18' C10 1 20.00' 32.24' 9221'07° 1 20.84' Cit 33.00' 39.00' 6743'02° 22.14' 1 _ C12 _ 4?y061 189.83' 25$57'24" 50.99 C13 _ 3360' 6.47 11'14'23" 3.25' HORIZONTAL: 1"=40' VERTICAL: 1"=2' i +025% +0.35% 350: :.. . . . . . . .................. 350 ............................................. 348-1... .......... .........:...................:...:...........:348 10+00 11+00 12+00 EAST FLOWLINE PROFILE h LL wom wm"°+ r m 8. 8. a a_m Zm�y�4 GO0LLUUOC �3�wa ohm � mzo Z S O p �aoom `-mYoa urc1 z q �`p 9z z0 a WW z °zLL �w��'LL `gw�om a��w8 m 2 Q m } N Uo¢d� 1.1-7317 Ph 214 COB RECORDS No. TI=4.5 R=47 LL U a e z m 32.24' w w 6 U m M, LL a LL 4 o a ON a Opj eas TING' 352: �� m a� A7 TN FUN£ ��i 352 +9-:00% +0.35% : +0.357 350+ ...:...:...... . _ +0:78% }0.25% n�strwtzaxzrN[ aROPr[E ....... ............ .: 350 M .....ate d ......................... . 348 ..... ........... :....... :........... :...:...:................. ..:.: R 348 10+00 11+00 12+00 WEST FLOWLINE PROFILE 3224, ON CURIGE� 0 0 O fW O Fm � h W m 9 K DSM M $m to ac$ S ^ aM M N NO W + £XsnA7:cENiZ?&NE t. 352: 352 i +025% +0.35% 350: :.. . . . . . . .................. 350 ............................................. 348-1... .......... .........:...................:...:...........:348 10+00 11+00 12+00 EAST FLOWLINE PROFILE h LL wom wm"°+ r m 8. 8. a a_m Zm�y�4 GO0LLUUOC �3�wa ohm � mzo Z S O p �aoom `-mYoa urc1 z q �`p 9z z0 a WW z °zLL �w��'LL `gw�om a��w8 m 2 Q m } N Uo¢d� 1.1-7317 Ph 214 COB RECORDS No. U) O Q °6 p FF- N pN 1.6 ry W W Q W Q Z 0 0�y/ CL. 0L W W 2 r x M �W Q W F_ F- ry o 8 OF 13 SHEETS LL U a e z m w w Lu U m M, LL a LL 4 o a U) O Q °6 p FF- N pN 1.6 ry W W Q W Q Z 0 0�y/ CL. 0L W W 2 r x M �W Q W F_ F- ry o 8 OF 13 SHEETS ONSTRUCTION NOTES ❑1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ® CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.S. STD. DWG. ST -5 (DATED 10/15) CONSTRUCT RESIDENTIAL DRIVE APPROACH PER DETAIL ON SHEET 2 AND C.O.B. STD. DWO. ST -7 & ST -7.1 DATED 12/13) 4 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10 (DATED 12/14) [� CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. ❑6 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.0.8. STD. TWO. NO. ST -9 (2% MAX CROSS SLOPE IN PATH OF TRAVEL). CONSTRUCT TYPE 'M' MEDIAN CURB PER C-O.B, STD. DWG. N0. ST -2. ❑g SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ❑9 INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) 10 CONSTRUCT 5' WIDE DETACHED SIDEWALK PER C.O.B. STD. DWG. ST -6 (DATED 6/2/99) 11 PROPOSED 1' WDE SIDEWALK EASEMENT TO BE DEDICATED ON FINAL MAP(S). 1❑1l INSTALL W31(CA) WITH OM 4-3 ON SINGLE POST AT PHASE BOUNDARY (TO BE RELOCATED AND/OR �- REMOVED WITH FUTURE PHASE CONSTRUCTION) FL = FLOWLINE STATION F ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWUNE DATA UNLESS OTHERWISE NOTED, ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. -C} INSTALL LED STREET LIGHT PER C.0.8. STD. DWG. ST -23 THRU 26 AND C.O.B. XXX SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVOT SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.OB. STD. DWG. ST -22. rJs PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 0) PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) ---- EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) --- PROPOSED RIGHT-OF-WAY (PER TRACT MAP) - - - - - PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) -'I�-� EXISTING EDGE OF PAVEMENT TankAk 5 lawkiinfo . CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.45' CL -II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=31 -N NOTE: STRUCTURAL SECTION CHANGES AT PHASE v BOUNDARY HORIZONTAL: 1"=40' VERTICAL: 1"=2' NOTE: STRUCTURAL SECTION CHANGES AT PHASE BOUNDARY -------------7----------------------• BLOCK WALL CURVE TABLE I I I 1I u 110+00.0 ILENGTH II /-LANDSCAPING- � II I i i 197.98' 352... 4 9 7' C2 W _ -r-rc- � 4618'09" I� p INSTALL C3 1220.00' } ` = OMIT LINE i of oii 110+77.00 (5.00' LT) 11'55'08" o�i N11+26.70 (S.00' LT) U a N I a 19.33 TC ( Z I I� 1260. DO' ...' 46.50 AC a 4&39 AC EX/ 7/NG GROUND PROiYLE� 25.25' �g ... ' Mn ..352 _C_5 C6 C7 'O , TYPE Q (CA) ® k� 0`PL MARKER (TYP) 156.93' 1 19.52' X °�° , 10+77.00 (5.00' R 20.00' a T CENTERUN£ O PAINT NOSE MEDIAN 49.33 TC _ i YELLOW (TYR) o o 48.50 AC <v iI 48.39 AC } ! 19.4-9'___ _ --- fo .: .. .....: L..� RNDSCAPING oT-OF-WAY H Lu '-------------G--- BLOCK --------- 350..... DETAIL ..... ...I.. IT mf 350 NOTE: VERIFY EXISTING LOCATION I. AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND -NOTIFY ENGINEER -0.359, IF THERE ARE ANY DISCREPANCIES. 348 a OViZOMUAFPRfflL£ ... .... 0-2 348 10+00 11+00 12+00 13+00 14+00 v NORTH FLOWLINE PROFILE PHASE I PHASE Ex1Sr/NG F[ ONlN6 PROF&C O J 4 2 PER PHASE 2 IA9PR01/EMENTS) fn S Ito N IX, Of K a� n oh w .}M. ...........mN.O+M.- �o IA .OQ J 352352. . + XSnNc RD ,ND'PRORLE A A7 MV ENLINE 350:. .............. .:......................... ....... ................. 350 ' NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO . . . -0.35" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTION AND'NOTIFY ENGINEER ' -0.35% . IF THERE' ARE ANY DISCREPANCIES. 348 ...:...:...........:... b£.9ca �ox¢nvfPRaeEf..........................:...........:....: -.0.25% - . -o .._.__ ...:348 10+00 11+00 12+00 13+00 C 2s 14+00 SOUTH FLOKINE PROFILE ExlsriNcFcozINEPRo�E fPFR PHASE 2 /MPR01/EM19EN7SJ -------------7----------------------• BLOCK WALL CURVE TABLE I I I 1I u 110+00.0 ILENGTH II /-LANDSCAPING- � II I i i 197.98' _ u z 4 9 7' C2 W _ -r-rc- 26.67' 4618'09" I� p INSTALL C3 1220.00' } ` = OMIT LINE i of oii 110+77.00 (5.00' LT) 11'55'08" o�i N11+26.70 (S.00' LT) U a N I a 19.33 TC ( Z I I� 1260. DO' 49.22 TO t� I 46.50 AC 132.70' 4&39 AC _ 33. 0' 25.25' „121101'26" 43'SO'S1" i W .} "` / `:-' _C_5 C6 C7 'O , TYPE Q (CA) ® k� 0`PL MARKER (TYP) 156.93' 1 19.52' X °�° , 10+77.00 (5.00' R 20.00' , 11+26.70 (5.00' RT) O PAINT NOSE MEDIAN 49.33 TC 20.46' 49.22 TC i i YELLOW (TYR) o o 48.50 AC <v iI 48.39 AC } ! 19.4-9'___ [41 fo W L..� RNDSCAPING oT-OF-WAY H Lu '-------------G--- BLOCK --------- /A1 LANDSCAPE MEDIAN DETAIL 9 nI SCALE 1"=20' IT mf 46 6 f N 34 4 TYR -.__ 2 I ` C7 wI 1 I 12+00 DO 1 I o 13 N14R5'09"E +D--L,+ ---------------- C8 --_-_---------C6 rC7 ®TYPa I I SEE DETAIL g zoD zo' 1a' 1 13 II I n'd COLE BROOK STOCKDALE RANCHgm S� COURT oil DRIVE Mm �m (SEE SHEET 11) N� (SEE SHEET 13)v w �c -4 PHASE 5 RADIAL TABLE RADIA_ FFu YG R1 18 Ni P2 SCd 43'47"W 33 CURVE TABLE I I I 1I u 110+00.0 ILENGTH II I II I i i 46 6 f N 34 4 TYR -.__ 2 I ` C7 wI 1 I 12+00 DO 1 I o 13 N14R5'09"E +D--L,+ ---------------- C8 --_-_---------C6 rC7 ®TYPa I I SEE DETAIL g zoD zo' 1a' 1 13 II I n'd COLE BROOK STOCKDALE RANCHgm S� COURT oil DRIVE Mm �m (SEE SHEET 11) N� (SEE SHEET 13)v w �c -4 PHASE 5 RADIAL TABLE RADIA_ FFu YG R1 18 Ni P2 SCd 43'47"W 33 -�-- 1 II I� 2 IWO, 14 mi I I n Ii I n SANTA CLARA COURT um (SEE SHEET 10) 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 FI -4.5 R=47 m; HORIZONTAL 1"=40' VERTICAL: 1"=2' Oi� v N M M ✓� Ot M ro M -�O�N eJ M : . . . :352n £r/S7NG GROUND PROF/LE��n2 E�352:. .:. a� - I ........ ... 350 NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD PRIOR TO ' 350. . .:.. ... :... CONSTRUCTION AND NOTIFY ENGINEER . IF THERE ARE ANY QISCPEPANOES.. 1 I f . I 48 0.23% .._-.. � � +0.32% -0.40% +0.8'4 2% OESYGN - +0.25% 348:.. .: ...:... 9EYOV FL0NJN£ PR61171E fLONL/NE PROfII£ 10+00 11 +00 ...............12+00........... 13+00 14+00 ..............15+00 WEST FLOWLINE PROFILE 352. .......... .-.. .- EX{SIINO GROUND PROFILE- .. 'AT.CEPIT4'RL/NE:. . . 350 o .5 CURVE TABLE ' UN wNvt Iii CURVE RADIUS ILENGTH DELTA TANGENT C1 42.00''02'42"1. 197.98' 2 70 4 9 7' C2 33.00' 26.67' 4618'09" 14.11' C3 1220.00' 253.79' 11'55'08" o. G4 1260. DO' 26442' Q 132.70' Q _ 33. 0' 25.25' „121101'26" 43'SO'S1" 13.28' _C_5 C6 C7 1240.00' 20.00' 312.19' 30.93' 14'25'31 88'35'55" 156.93' 1 19.52' _ - C8^ 20.00' 1 31.87' 9118'08" 20.46' C9 20.00' 1 30.90' 88'31'51" ! 19.4-9'___ -�-- 1 II I� 2 IWO, 14 mi I I n Ii I n SANTA CLARA COURT um (SEE SHEET 10) 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 FI -4.5 R=47 m; HORIZONTAL 1"=40' VERTICAL: 1"=2' Oi� v N M M ✓� Ot M ro M -�O�N eJ M : . . . :352n £r/S7NG GROUND PROF/LE��n2 E�352:. .:. a� - I ........ ... 350 NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD PRIOR TO ' 350. . .:.. ... :... CONSTRUCTION AND NOTIFY ENGINEER . IF THERE ARE ANY QISCPEPANOES.. 1 I f . I 48 0.23% .._-.. � � +0.32% -0.40% +0.8'4 2% OESYGN - +0.25% 348:.. .: ...:... 9EYOV FL0NJN£ PR61171E fLONL/NE PROfII£ 10+00 11 +00 ...............12+00........... 13+00 14+00 ..............15+00 WEST FLOWLINE PROFILE 352. .......... .-.. .- EX{SIINO GROUND PROFILE- .. 'AT.CEPIT4'RL/NE:. . . 350 o .5 N co KIN ' UN wNvt Iii Im > V N w V Vf �U 07 G1 W 0.N W o. w _.-4'---1-' zi $!......1......352 I -1 I i I I : rm NOTE: VERIFY EXISTING LOCATION 1 AND ELEVATION IN FIELD, PRIOR TO 1 CONSTRUCTION AND NOTIFY ENGINEER .. ....... IF THERE'ARC ANP 01509EPANCTES.. ........... .... .. .. .. .:...:...:. . 348- .... . . +0.32% % -0.23% -0'.52% �D.62%- . ... OES/GTV ROwe PRO£/Lf O£`✓f"N £LOiK/Nf' PRQ'llE 10+00 11+00 12+00 13+00 14+00 EAST FLOWLINE PROFILE ..:..1.:...:348 15+00 a who wm'Sy $wo z M y W z E -7 i" ``owaYy W �p M > U •� �BBz� O z w 8� �E LL wy�o�zwgw� Z Wm cNo u�utza�Am4 J°�Lu m M g k�wwgoa z (amu O a W W OW cn N NM ��� �� co < w zw- 1D �/ U�Som��"`�`C LLLL LL O Q�aa�o40 p oWaa�`t yywyy"zNELI QggO�iiV x HUM 0 w F- a O a� a zz ?y w w u- �o 1.1-7317 Ph 214 COB RECORDS No. z 4 w DATE 8/2712018 PA JOB No. 3095 SHEET QF13 SHEETS r� L0 z 06 W W 0.N W W w Q W Q z w 0�/0. z 0L -�i n < e yrs NW F-0_' W W H Lu V) z 4 w DATE 8/2712018 PA JOB No. 3095 SHEET QF13 SHEETS CONSTRUCTION NOTES ❑1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.D.B. STD. DWG. ST -1. 02 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 (DATED 10/15) Q CONSTRUCT RESIDENTIAL DRIVE APPROACH PER DETAIL ON SHEET 2 AND C.0.6. STD, DWG. ST -7 & ST -7.1 (DATED 12/13) ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10 (DATED 12/14) M5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.S. STD. DWG, NO. 0-14, M CONSTRUCT 12' WIDE CROSS -GUTTER PER C.02. STD. DWG. NO. ST -9 (2% MAX CROSS SLOPE IN PATH OF TRAVEL). 07 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2. )_$] SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ❑9 INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN. COVER) 10 CONSTRUCT 5' WIDE DETACHED SIDEWALK PER C.O.B. STD. DWG ST -6 (DATED 6/2/99) 17 PROPOSED 1' WIDE SIDEWALK EASEMENT TO BE DEDICATED ON FINAL MAP(S). INSTALL W31(CA) WITH OM 4-3 ON SINGLE POST AT PHASE BOUNDARY (TO BE RELOCATED AND/OR -�` REMOVED WITH FUTURE PHASE CONSTRUCTION) FL = FLOWUNE STATION ft ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOAUNE DATA UNLESS OTHERWISE NOTED. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS. MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. <> INSTALL LED STREET LIGHT PER C.O.B. STD, DWG. ST -23 THRU 26 AND C.O.B. XXX 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, O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.C.B. STD. DWG ST -22. 0 PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) ® PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) — - - — EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) --�— PROPOSED RIGHT-OF-WAY (PER TRACT MAP) — — — — — PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) EXISTING EDGE OF PAVEMENT PHASE 5 A 1 1 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=47 777 NOTE: VERIFY EXISTING LOCATIONAND 348 . ....... . . . . . . 8 CQN$TRV..CD�NANDONOTI PRENGINEER. . :348 0 25% OESlCN F�ONUNE PkOfrLE . '0. 4% _ IF E A ANY DISCREPANCIES .......... .. ........ .. .. .. .... .. .. .... .. 2 ) . - � 0.25%. 10+00 11+00 12+09 13+00 14+00 . ..... . .. . . . . . 15+00 16+00 SOUTH FLOWLINE PROFILE �EXisnNGaovaiNEPRGEiLE (PER PHASE 2 &,-R01VENE_1VI5) RADIAL TALE z S TABLE mI�n CURVE RADIUS LENGTH I DELTA TANGENT R1 "s2702'Z4`w Ci. 3300' 26.53' 46'03'46" -14.03' R2 S14"25'0°"Nl C2 4---- 1500.00' 418.08' 15°58'11" 210.41' C3 1540.00' 105_25' 52.65' R3 S09°02'03"W C4 20.00' 30`90' ._3'54'57" 88'31'51" 19.49' 9'11'06" 123.70' 33.00' 25.38' 44'03'39" 13.35' v 352 197.96 270'0 '14" 41.96' C8 18'00'21" 240.82' . . .. . . . . . .. .... .................................... 334.81' 12'3T74" 168.09' CID .352 .ZLiA7 523'07 71.46 EX1$1NG OROUMV PRORIE_� 350 :.. .................. 350 ........ ............... .. ..: ....... .. .W. ... .. ... NOTE: VERIFY EXISTING LOCATION 348. AND ELEVATION IN TO IORFY PRENG114 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._. . . . . CONSTRUCTION AND NOTI 348 . _ 0 .33% . . . . . . . ' IF :THERE ARE ANY DISCREPANCIES.' 10+ 00 11+00 DE W FLONUNE' PR(0)FILE . 12+00 . . 13+00 . . 14+00 . . . 15+0� 16+00 NORTH FLOWLINE PROFIL EXisrivcFmwuNEPROFaE o a 3090, 30.90E PHAs P (PER HS A 2 /MPRONEMEN7S) DN CURVE 5 2 A ua a no N no I�" ONCURVE R; 352 .p #'M. _ .... ........ ..........352dp Ni' a EX15RNO GROUND PRORI&-- . AT CEN7ERUN£ _ — _— — . w� ri __ __ .. M v0 350 j........ : 350 ... ............. ............... . ..... ..... .. ... ... 777 NOTE: VERIFY EXISTING LOCATIONAND 348 . ....... . . . . . . 8 CQN$TRV..CD�NANDONOTI PRENGINEER. . :348 0 25% OESlCN F�ONUNE PkOfrLE . '0. 4% _ IF E A ANY DISCREPANCIES .......... .. ........ .. .. .. .... .. .. .... .. 2 ) . - � 0.25%. 10+00 11+00 12+09 13+00 14+00 . ..... . .. . . . . . 15+00 16+00 SOUTH FLOWLINE PROFILE �EXisnNGaovaiNEPRGEiLE (PER PHASE 2 &,-R01VENE_1VI5) RADIAL TALE IF CURVE TABLE FAUTAL BEARhVC CURVE RADIUS LENGTH I DELTA TANGENT R1 "s2702'Z4`w Ci. 3300' 26.53' 46'03'46" -14.03' R2 S14"25'0°"Nl C2 4---- 1500.00' 418.08' 15°58'11" 210.41' C3 1540.00' 105_25' 52.65' R3 S09°02'03"W C4 20.00' 30`90' ._3'54'57" 88'31'51" 19.49' 9'11'06" 123.70' _G5 _._1540_00'246.8T C6 33.00' 25.38' 44'03'39" 13.35' C7 4200' 197.96 270'0 '14" 41.96' C8 1520.00' 477,68' 18'00'21" 240.82' C9 1520.00_ 334.81' 12'3T74" 168.09' CID E20;Q6 .ZLiA7 523'07 71.46 �N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' O W U O wy V v� W ZyOW�yyl- �Wow�z"'�3ti WaDwya��o� �rco��3�gr 1�Ji y� 2 O y O O 3��iam��83� ��g'oLLa�ix '3 NIM o norjw 5:12N2 t�tyy uuS�Sl1Oi�yy uZ7 ZpVZp >> .1-7317 Ph 2A ME C06 RECORDS No. m r M 0) LO .� Q z E" WSE m to to � LO $ Y UJ m � m N // z L a r LL la 04 IU W N O ciO N A�CL L p�/VC Q n 3 Y/ Z W Q F_ N D W W O wQ 00. ry M ��. Z. W U) F_ wO CONSTRUCTION NOTES 01 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 (DATED 10/15) © CONSTRUCT RESIDENTIAL DRIVE APPROACH PER DETAIL ON SHEET 2 AND C.O.B. STD. DWG. ST -7 & ST -7.1 (DATED 12/13) ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10 (DATED 12/14) Q5 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 (27 MAX CROSS SLOPE IN PATH OF TRAVEL). Q CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG, NO. ST -2. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ® INSTALL (2) 4" SCH 40 PVC CONDUITS FOR LANDSCAPING PURPOSES (30" MIN, COVER) ([b] CONSTRUCT 5' WIDE DETACHED SIDEWALK PER C.O.B. STD. DWG. ST -6 (DATED 6/2/99) Q PROPOSED 1' WIDE SIDEWALK EASEMENT TO BE DEDICATED ON FINAL MAP(S), 12 INSTALL W31(CA) WITH OM 4-3 ON SINGLE POST AT PHASE BOUNDARY (TO BE RELOCATED AND/OR -� REMOVED WITH FUTURE PHASE CONSTRUCTION) FL = FLOWUNE STATION SUMP LOT ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWUNE DATA UNLESS OTHERWISE NOTED. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. -O- INSTALL LED STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND C.O.B. XXX SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUT SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. E CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. Os PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) OD PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) ---- EXISTING RIGHT-OF-WAY (PER PARCEL MAP 12062-1) -�--- PROPOSED RIGHT-OF-WAY (PER TRACT MAP) - - - - - PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) - = � PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) -dam - -'b- EXISTING EDGE OF PAVEMENT RADIAL TABLE FIO 1-afIm CURVE TABLE ^ -� RACIAL 5EARING CURVE ul RA IUS 42.00' LENGTH 1195.72' DELTA 266'58'49" TANGENT 44.27' R' 5_784C`W R2 514'25'GJ"NJ C2 35.00' 20.21' 33'05'24" 10.40'_ C3 1780.00' 342.53' 11'01'32" PHASE ft3 SCO°40'48"IV C4 20.00' 31.87' 91'18'08" 20.46' 0 CURVE ( C5 1780.00' 386.38' 12703" 193.95' 06 1820.00' 391.91 12'20'17" 196.72' C7 20.00' 30.93' 8835'55" 19,52' CS 1820.00' 327.29' 10'18'12"� . 164.09'"' C9 35.00' 32.54'_, 537603 _ 17.55' CIO 1800.00' 860.73' 2723'53" 438.76' C11 1800.00' 429.10' 13'39'31"215.57' py^ h t0 C12_,_, 1800.00'_ 431.63' 13'4422" 216.86' • - • 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 HORIZONTAL 1"=40' VERTICAL: 1"=2' NIx FIO 1-afIm NUIM Ti=4.5 R=47 O 352 .:M..I t0 NW . .............:. Imo. S p ...;+........................ .. . .. ....... - -.. dPHASE a o 31.87' 31.87' PHASE a 0 CURVE ( ON CURVE' 5 2 Ifd ITV `p IIUm it OM II N ¢07 CLo� II¢N II�OM py^ h t0 1+. OI O M DJ ,fl QI V Q h Ul 1'+ O 'd 61 >` JW A 'o h V J rh W 4 W '10W 4J 352.pH N pp O OV M Dµ OOU M M ✓J ON Mlilt Otj MM JJ OV 52 ' LJ,. LJi OO fJfO NE fV57NG GROUND PROFILE .� OW AT CENTERLINE _ _. -•-- - _ mtJa. h4- _ __... __ _. _ - MY M _ 350 : . : . - : . . . : . . .. . . . . . : : . . . . . . : . : . . . . . l ` . : . . . . . . . . . . . . . . . : . - : ^' . . . . . . . . . . : . . . . . . . . . . : . . . : . . : . . . . . . . . . . . . . NOTE.. VRIFY: EXISTING LOCATION. . . :^W . . . . . . . . . . . . . . . . . 50 3 AND XLEVATION IN FIELD, PRIOR TO . - - - CONSTRUCTION AND NOTIFY ENGINEER . - ..-.... ........ - .. .. .... .. .. .... .. ..... ..... IF THERE ARE ANY DISCREPANCIES . . . f 348 : ..:...:...:...:. =D.e . 2 ................ .... . +D.279......................................-348 `:.. £X/SANG "Zow /NE PROFILE . - DESl6W nOINJN£ PROf%t£ - `+0.627 =0.g2q . . DfSLC>>r ROWNE PRO7LE (PIR PHASE 2 //✓/PROI�EMEN7S / :...:...:...:...:...:...:.......�...:..-:...:...:...: . :.......:...: ........:.... .+0.257 ..... 0.25% -......: _ :...:...:...: :.......:...: :...:...:...: :...........: :...: 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 g NORTH FLOWLINE PROFILE PHASE I PHASE NIx FIO 1-afIm NUIM Z. O 352 .:M..I t0 NW . .............:. Imo. S p ...;+........................ .. . .. ....... - -.. - !'� EXLS17N6 GROUND RROFILE nI ZOO A T CENEERLIN£ - + - - - _ � 350 .k-,/ - - _ . M4 ^� ..........352 �G.:...:... ...:350 .. .: . 0..3.5.9. .. . . .. . . . b.359.. .. .. .. .. . .._ .. .. . . .. . . . . . . .. . .-.0..2 89 ............. ............ ,.. (E+XA.IS. 2.n7N.%G) 346 ' ...F....L O.4Y.Ll.NE, PdDESIGN ROMIAE PROW'(PER PHAS' 2 1MPR0£ MEFlNLtT. S) - 0.2 5% 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 ..............19+00 SOUTH FLOWLINE PROFILE w4 agU�j mt. LLaLLIow2� witt W m S WT � Ry� � 0 u� cQi i-��zo w udw3���i �rc 21-U�'NI]0 3 wx3-�p Few xua owTz o�z,x„`no w 0 oo3a o'0 F'd�gM i�o�mg �xowrzQw�a�w v4i���y la-U�wpO pp W tm9NW122-j WaJ��G� z 3E a U> x g LL u9r. arc��ww?LL$� �"d g"a exam 4- woawz way (-YO6 0 V Z M W � mQ LU �p N Q > 0 N 6 Q Z m < cq 06 z g O z N W Luco N r � / N t J.. N �a- O Z. L w > LL a o Y'0-1%% Lo Z(y� J �dV'V n N ~ Z (1) O > = O 1 W vJ v DATE PA JC 11 .1-7317 Ph 214 8c5 COB RECORDS No. OF 13 SHEETS I / WESTSIDE PARKWAY ALIGNMENT [50,3 FG I.3 F_ SUMP ±O -T- 502 is 11 521.4 FG 550 fG„ `- 524 FGI _____________^ 55.038W ------ 5 .90 6W - 54.63 BW-__----_-� 53.8 V4 54 ss --------- -- - - - — - 54+45.20 EC se +14.64 CL INT W Z J W 01< O TY1 ST RW P CL NOTE: THESE IMPROVEMENTS PER I 48.59 BW _-� __--______ = 50.5 FG - __- -- FW 48.47 BW TRACT 7317 CONSTRUCCON PHASE '",A' AND_ THESE IMPROVEMENTS 70 BE ________________ ---� a 50.75 BW _�_�.--.�----� ___--.__ 48.86 BW - a_--'� ,4985 BW 48.49 'W -___`___ -___ _ _= 4920 FW CONSTRUCTION PHASE 'B' STREET PLANS DONE PER THESE PLANS ___.________ O 4EL&J7 fY!- 45' RIGFIT-OF-WAY I 10' LANDSCAPE PROPOSED BLOCK WALL _ - I LOT (BS SEPARATE PLANS) _____-_-_-.-_ 5 65 FW 49.'5 FW _ - _ _ - - _- --- r 48.06 TC 48_..03 7.. - __�._- --� _ __- .__ � '- - 43,_08 TC 34' 11, " - - - - 4 .73 TC 48.4E TC 49.61 TC I U% 6' WIDE ^� SEE PARKWAY DETAILI SIDEwat`KG z' 1 2 I I GRADE ®2:1 - --r- - -. l rn 0(o FINIS I Eb PAD. _ ____ rJ STOCKDALE RANCH DRIVE ____-----'-' '-"I CP (EXISTING PER PM 12232 PLANS) NOT TO SCALE 57 ISI WATER WELL LOT R 0 42 te'MaR , YFi f UG I141L NOT TO f SCALE 43 ,j2$ v Z O _ 2UZ Wo�a NmWNW W4hlL 00 98. - ss � W a § o z , ~-.a 'gam•- Q 9 �M O $ '. �3 X -z C' t0 Qarc=FG 3awi U/''\ = V � ¢�Op V�U4 mU t./ � `Q 96M OO Zz dm 00 3 Asa' LNO Q Ed m N g`g a3�4 oJa W WN 2 SIDo W W M g"'o Flo F_fV CID cD io�4Uz I.L O a�wapw� N y �ia�'wom 0 y2waww�g0 2Ww2�w Q� 0 a w�Owz=u�@F� -__ vsw�..yoamo, _ _ _____________ 49.39 BW `-_-_________ _ ________ __ _________ __ 50.5 FG 50.5 FC ___.___ __ ----------- - -- _ ___.____ 839 FW "_ A9 SC FW LSI FG _ 516 TG_ 512 fG__-_________ L.�_ 48.59 BW _-� __--______ = 50.5 FG - __- -- FW 48.47 BW 4811 {"W - 4815 FW 51.53 BW _�—��-_ ________________ ---� a 50.75 BW _�_�.--.�----� ___--.__ 48.86 BW - a_--'� ,4985 BW 48.49 'W -___`___ -___ _ _= 4920 FW _.--- - ___.________ O 4EL&J7 fY!- BW 51 33 FW , 7.43 F'N --------_ 48.76 FW �- ___--- ___________ _ - �=-- _____-_-_-.-_ 5 65 FW 49.'5 FW _ - _ _ - - _- --- r 48.06 TC 48_..03 7.. - __�._- --� _ __- .__ � '- - 43,_08 TC 7C 61.40 TG 5 52 LC " - - - - 4 .73 TC 48.4E TC 49.61 TC I U% 1 Iv 40, l rn 0(o 59 ____-----'-' '-"I CP tfr—b 57 58rnjrn _ BC SAN BUENAVENTURA STREET HEFT 9 I 1 I 62+24.72 -r CL INT HORIZONTAL: 1`=20' 0 PHASE 5 STOCKDALE -RANCH DRIVE m13 ITIaC1 65+09.36 p _ CL NT 64 �2k � . r 1 v' A HORIZONTAL: 1'=20' w K Q w w r Z J ww� W IU w w a a4 3 U) I-Imm% Vd L r Z oz$ J j F,_, N W W U W Q Z OC J � n �" Q 0 ui F_ O U) '^ CK h vJ F-• I I0 i/y[3I I 12 1.1-7317 Ph 214 &� COB RECORDS No. OF 13 SHEETS 1 1 2 52 1 FG ________ dU BW . 50.47 {� T-. I~ W ICT ZIP JI hal`= Iw IN 3 2 5 N ■ 1 Al' 0 SUNAPEE DRIVE SEE SHEET 7 1 2 I' 11 84 f _.-- ��. I ------- ------------ ----- -- --- - 50.466W _�'� ' \ A , 50.47 C 50.36 F ----------------- Tc --TC �. - - _ 50.3.'r TC ?2� IC✓ �1 I Fri 100_ - Zf'_a 669 -nL T -4 b4.2 FG �._ 50.90 6W P3 50.80 FW 3 FW 52.00 BW�524 C__..._____ ��2.3 � _ _ - F - --- ---- -- ------------------- -------- --- --49 -- -= ______________________________________ --_--_--_-- ____________ _52.6FG --- 51.20 BW 5110 __ ----___------ 151.07 TG------ - ______________ ,527 FGFG 52_10 BW 57.30 BW-------------- --- 51.20 FW -- --------- c__-__-._._.___________-_____________________� --_-__�-"51.3C 51-7a _____________-_____-.___._ 528�G ��__--�- --- -- - -_ -------------- TC-------�- _._�......__-_.______ 52.9 FC 57.53 BW 51 3 F 1TO TC------ 3 0.70-7Ct0.77 TC------------- 937C --- - -70+99.04 2 - _ soa ;y- 4 5 Inlcv 4- --_- - - Fc ------ 6 7 W LU 83 =� 503_78w ------ 41¢ --,� -- I 16FW"- v -- 50.9 _- `_ _ 49,43 - .___.__________ _ _ _ ___ _ __-�---`�� _ _ f49.7_ g8W 4.89 BW -, - _�� -- �- FG r___ - _ _______ ___________ 50.70 51.0 KG _ _ 51.0 FG _ ___ 7 FG 5090 BW >1.2 FG I -. 49.69 FW FW ""-^'_---- _ _____ _ 13 BW a�.e�'F74 5022 BW _ _ __ __ _ -- - t____ -- `-- _49.79 _-- -__...._- 50.34 BW 50 $0 f - 49.6TC --- - c_ -- -- __ --------- -_-,_ - ____ -,_ $0.03 r �_- 0.12 fV1 1 49.76�C--_.____ .-__------ _ ---- \-49a=----- �9�C - -- c--- _._ ___ _ __ _ 50.0 _TC .$ - - \50.0 TC -- - --- 50.22 Zl� i n cc) i9 Ll 1% g i _ J 1 65 65+03.36 CL (Ni w F (w F I 86 aIa U.J)Y - - vo <dFN U 1 1 2 52 1 FG ________ dU BW . 50.47 {� T-. I~ W ICT ZIP JI hal`= Iw IN 3 2 5 N ■ 1 Al' 0 SUNAPEE DRIVE SEE SHEET 7 1 2 I' 11 84 f _.-- ��. I ------- ------------ ----- -- --- - 50.466W _�'� ' \ A , 50.47 C 50.36 F ----------------- Tc --TC �. - - _ 50.3.'r TC ?2� IC✓ �1 I Fri 100_ - Zf'_a 669 -nL T -4 b4.2 FG �._ 50.90 6W P3 50.80 FW 3 FW 52.00 BW�524 C__..._____ ��2.3 � _ _ - F - --- ---- -- ------------------- -------- --- --49 -- -= ______________________________________ --_--_--_-- ____________ _52.6FG --- 51.20 BW 5110 __ ----___------ 151.07 TG------ - ______________ ,527 FGFG 52_10 BW 57.30 BW-------------- --- 51.20 FW -- --------- c__-__-._._.___________-_____________________� --_-__�-"51.3C 51-7a _____________-_____-.___._ 528�G ��__--�- --- -- - -_ -------------- TC-------�- _._�......__-_.______ 52.9 FC 57.53 BW 51 3 F 1TO TC------ __ �5 11.63 BW 3FW � 0.70-7Ct0.77 TC------------- 937C --- - -70+99.04 2 73 - - EC U /=[+4 14 74 WEST BELTWAY `/ALIGNNMENT 1 ! HORIZONTAL: 1"=20' MATCH EXISTING SIDEWALK PER TRACT 7240 STREET PLANS. CONTRACTOR SHALL VERIFY EXACT LOCAOON AND ELEVATION IN FIELD AND NOnFY -� ENGINEER IF THERE ARE ANY DISCREPANCIES. 1.84 51.94 FW 5_ -N- HORIZONTAL: 1"=20' p p��o moi U N W W Z LL h J C' Wm�oo zww~U�»K I„I,jl Vz E y,, 4•S ai g2m W R M V to o i to to m X t4Wp WLLNU6 m� W !nQ W ypC-S z z_�ua ZZzo a ONop n Z Y "@ f11 gqW7oawNo Q 25 t4iao N`� W m M WN z m O aW �op ry(AN z`4a ow a� W ZW c! N u w>pN¢¢ I- to � WIVOasO zn'�cxa�?s3WU LL L( L. a Hi. H a W [ w = w 3 ' L] �y LL. 1.1-7317 Ph 214 COB RECORDS No. a'1 Ali I 11 1 v 0 DI f1TE 8/27!201$ II �1 3 OF 13 SHEETS