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HomeMy WebLinkAbout1.1-7347 Ph 1 & 2REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF B STUART J. PATTESON RCE 44898 APPROVED BY: 1 E' DATE BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE 54 WESTF H 0 THE CENTERLINE INTERSECTION OF WHITE LANE AND WINDERMERE STREET ELEVATI ON=353.03 THE BEARING OF S 89°19'48" E ALONG THE CENTERLINE OF WHITE LANE ,4S SHOWN ON PARCEL MERGER NO. 18-0163 PER CERTIFICATE OF MERGER RECORDED SEPTEMBER 25, 2018 AS DOCUMENT NO. 218125707 O.R., WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: BEING A DIVISION OF PARCEL "A" OF PARCEL MERGER NO. 18-0163 PER CERTIFICATE OF MERGER RECORDED SEPTEMBER 25, 2018 AS DOCUMENT NO. 218125707 O.R., ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 13, TOWNSHIP 30 SOU iH, RANGE 26 EAST, M.D.B.&M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE TRACT 7347 6 (PHAAv%'ES 1 & 2) BAKE RE"i'o F I E LD CAL I F U00"RN IA NQTEs 1 AN OPEN STREET PERMIT SHALL. BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WTHIN EXISTING ACCEPTED STREET RIGHT--OF-WAY. ONLFSS SECURED BY AN IMPROVEMENT AGREEMLNI APrROVLD INSURANCE AND AND SECURTv BASED ON AN APPROVED ENGINEER'S ES1'IMAIE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 2. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN TIFFS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPR=ATF SECURITY AND INSURANCE HAS BEEN OBTAINED. 3. ANY WORK CONNECTING -0 EXISTING PUBLIC FACiLi LIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESUIMATE FOR THE WORK IN THE ENSUING PUBIUC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT `VOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC -TRACTS N.TfIOUT RECORDED MAPS). 4 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN M SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITONS BE CHANGED, A REVISED PLAN SHAt -BE SUBMITTED TO THE ClOY FOR APPROVAL 10 DAYS PRIOR 0 PAWNG. 5. LUMINAIRES SHALL 8' SO:.SD STATE LIGHT EMITTING DIODE . MTH TWIST LOCK rHCOCEL(UR,E N;ED NORTH) AND SHALL CONFORM 10 ffiE LATEST REQUIREMENTS OF THE CURRENT CITY BE BAKERSFIELD LED STREET LGHT SPECIFICATIONS. 6. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLC WORKS WILL REQUIRE REPAIRING AND/Oft UPGRADINGS AS PER CITY ENGINEER. 7 IF THE PROJECT IS SUBJECT i0 THE PROVISK)NS 01 IHt NAHONAI_ P(X.IUTANT DISCHARGE TR 6223 i ] ,m �m '{Z 6001 'C - , STOOk Y''H NO 2009 -0009 -DWI AS AMENDED BY 2010-0014-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING 0 ANY CONSTRUCTION ACTIVITY. COMPLIANCE WI"H 1HE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIER OUl AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F.5C385589 HAS BEEN ISSUED BY THE ST,4fE" WATER RESOURCES BOARD FOR THIS PROJECT, WHITE LANE CD TITLE SHEET Cq) MARIAN WAY CT) STANDARD NOTES & DETAILS I C5) TYPICAL STREET SECTIONS Cfo ASHLYN DRIVE r LOT i , / li LLA cl A no I rlerr I a PROJEC d 0351 �I SITE LODEN DRIVE 13 HEMMERLING LANE 42+69 — 50+00 GRACIE COURT C7_> LODEN DRIVE I \ /jQ46' LaT r ( COHASSET COURT (s) MARIAN WAY 5-0116 10+00 — 15+63 o WHITE LANE L� STRIPING & SIGNAGE PLAN NOTE: ALL STREETS EXCEPT WHITE LANE z r r l PRIVATE SF / w o SF 19,622 SF CL- CENTERLINE LOCAL COi.LFCTOR (MUIRLANDS PARKWAY) 0 LF 494 LF' 494 LF `DRIVE I N C03C /.0 0 5 A.B..\B TO -5135 �w SF 17 778 0 is I E r Mm 7 7 8 SF W �rc J`i FLOWBEGIN VTPM 11836 .... - 4 I LLL p L Z LL W'Sw�U jOOWw _OT o LLA No. .8E" RTL ;'L aU€j?fU --xZ'Cww,y iviPM 11838 -2-0133' ff BEGIN CURB RETURN CU LOCAL STREETS 5,499 LF '.276 ----- 6,775 LF r END CURB RETURN 0-20' AC./0 75' A.B. It SF' WEST MING SPECIFIC PLAN AREA 232,619 SF PI- VICINITY MAP NO SCALE TRACT 7347 6 (PHAAv%'ES 1 & 2) BAKE RE"i'o F I E LD CAL I F U00"RN IA NQTEs 1 AN OPEN STREET PERMIT SHALL. BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WTHIN EXISTING ACCEPTED STREET RIGHT--OF-WAY. ONLFSS SECURED BY AN IMPROVEMENT AGREEMLNI APrROVLD INSURANCE AND AND SECURTv BASED ON AN APPROVED ENGINEER'S ES1'IMAIE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 2. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN TIFFS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPR=ATF SECURITY AND INSURANCE HAS BEEN OBTAINED. 3. ANY WORK CONNECTING -0 EXISTING PUBLIC FACiLi LIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESUIMATE FOR THE WORK IN THE ENSUING PUBIUC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT `VOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC -TRACTS N.TfIOUT RECORDED MAPS). 4 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN M SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITONS BE CHANGED, A REVISED PLAN SHAt -BE SUBMITTED TO THE ClOY FOR APPROVAL 10 DAYS PRIOR 0 PAWNG. 5. LUMINAIRES SHALL 8' SO:.SD STATE LIGHT EMITTING DIODE . MTH TWIST LOCK rHCOCEL(UR,E N;ED NORTH) AND SHALL CONFORM 10 ffiE LATEST REQUIREMENTS OF THE CURRENT CITY BE BAKERSFIELD LED STREET LGHT SPECIFICATIONS. 6. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLC WORKS WILL REQUIRE REPAIRING AND/Oft UPGRADINGS AS PER CITY ENGINEER. 7 IF THE PROJECT IS SUBJECT i0 THE PROVISK)NS 01 IHt NAHONAI_ P(X.IUTANT DISCHARGE ,UMINACION SYSTEM (NPDES) A "NOTICE OF LATENT" (NOI) TO COMPLY WIT II THE.TERMS OF THE GENERA: PERMIT TO DISCHARGE STORM WATER ASSOCIATED NTH CONSTRUCTION AC..VIT" (WO ORDER NO 2009 -0009 -DWI AS AMENDED BY 2010-0014-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING 0 ANY CONSTRUCTION ACTIVITY. COMPLIANCE WI"H 1HE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIER OUl AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F.5C385589 HAS BEEN ISSUED BY THE ST,4fE" WATER RESOURCES BOARD FOR THIS PROJECT, SHEET No. INDEX WiRL"_ SWUM w>mo CD TITLE SHEET Cq) MARIAN WAY CT) STANDARD NOTES & DETAILS 15+63 — 22+34 C5) TYPICAL STREET SECTIONS Cfo ASHLYN DRIVE U WHITE LANE 11 CELESTINE LANE r,-owgr��ro.r-- Q) CHAMPLIN PLACE O MUIRLANDS PARKWAY 1 LODEN DRIVE 13 HEMMERLING LANE 42+69 — 50+00 GRACIE COURT C7_> LODEN DRIVE n4 SERENADE DRIVE 37+84 — 42+69 COHASSET COURT (s) MARIAN WAY -5 SHELLEY ANNE WAY 10+00 — 15+63 o WHITE LANE LF STRIPING & SIGNAGE PLAN NOTE: ALL STREETS EXCEPT WHITE LANE AND MUIRLANDS PARKWAY ARE PRIVATE SF 44 "-.3 42 41 4G 3.9 36 37 I II o D I,/E c -- _ n u r I 4:;� 45 45 49 7 30 31 32 33 34 3:; :,G I r ' I I � f. r I f Ia s I I 1 2, r , 1 s s 2,, 2e 2 I' TRACT 7254 G. 147 p -SINE t-_(11 IANr. _ __• it 5� I S_ 56�5, jI 1E 1- 25 21 22 23 • 1 I r'i 50 59 - 1 1 i o I 1 I — I t r h i i I { 58 ry,. 17 16 15 14 —a I +. • CB#CR f, 6 1 1 12 1 PEr 0 32 63 84 EU -10 6E ! 67 66 ,., '1 \ <�\V13 V � 1\ ).0 - 3 \ v FIEMFIER UK �a\1, Ell c9 iG I rn \,\\\\ �-"'� /v 1-"O�-_.✓" Z.,, \, v 9�T \\,\` _ -r \ ^C, 1 J j CB#3. .,�.�\,y�! - �Pc�f ,{ \, N� j'.., r)\ TRACT 7246-1 °\a, 26 'M B. 61 FG, 139�� J oDEN� �;-'� CB#2 �� v�- zs L "� JJt T li 'g ( IS 111 73 1 2 24 r w` ��\)•.,- ` ��-w- ,y .o �. N A FIS r , CB9}(\\ __ �5S F �rip5 C 2 4 L 1/23 \ s\ — 2 PS6 E 22 DR1-1.- SITE L4E' 7 \ \s a 14 ; - f .\` / y\ COMMUNITY tNOT F PART) �\%' \, 21 a ` ,\\ CENTER 17 Os.J \'� 9/� C 19b BELCOURT PARK sA, 1` UA, ;i /� UNDER CONSTRUCTION E, ' r \'i 15 2U I (NOT A PART) h i 10 b �12 KEY MAP LEGEND CO, SHEET INDEX NUMBER DIRECTION OF DRAINAGES P- CON(,N lE MONU41EN1AC 1R1� 72'88-F I [.ED STREET LIGHT CH' 12 CATCH BASIN w N M` / _ �r� •�'�. � # � U BER -- PROPOSED STREET NAME' SIGN J J` v ' '-TRACT 7288- 88 3 KEY MAP SCAI'_E: 1'=200' MATERIALS LIST w EST[MATED QUANTITIES FOR PLAN C14FCK AND INSPECTION FEE CALCULATIONS. WiRL"_ SWUM w>mo NOT TO BE USED FOR BIDDING PURPOSES. W n 6 4 U U K r,-owgr��ro.r-- STREET IMPROVEMENTS PHASE 1 PHASE 2 TOTAL LIST OF ABBREVIATIONS MAJOR ARIER L (WHITE LANE) 946 LF 0 LF 9,16 LF ca�oo o boa 0.45 A c / 6D A.B. 19,622 SF c SF 19,622 SF CL- CENTERLINE LOCAL COi.LFCTOR (MUIRLANDS PARKWAY) 0 LF 494 LF' 494 LF DWY- DRIVEWAY C03C /.0 0 5 A.B..\B 0 SF 17 778 SF 7 7 8 SF FL -BCR FLOWBEGIN v t � 2 O LLL p L Z LL W'Sw�U jOOWw RTL ;'L aU€j?fU --xZ'Cww,y BCR- BEGIN CURB RETURN CU LOCAL STREETS 5,499 LF '.276 LF 6,775 LF ECR- END CURB RETURN 0-20' AC./0 75' A.B. '',85,009 SF' 47,610 SP 232,619 SF PI- POINT OF INTERSECTION 6" CURB AND GUTTER 11,880 LF 3,862 LF 1 742 LF EC- END CURVE 6' THICK CONCRETE SIDEWALK 33,206 SF 10,730 SF 43,956 S, BC- BEGIN CURVE 4' THICK CONCRETE SIDEWALK 14,249 SF 2,139 BE 16388 c'- PIVC POINT OF INTERSECTION VERTICAL CURVE WIDE r ULT! 8 NIDE ,r..ULT JSE TRAIL 'P 6731 SP � 4,23 S" .E 10 954 SF .. PUVG- - POINT ON VERTICAL CURVE A 4 WIDE DG PATH 3116 S 2,361SF o47 7 SF IVC- BEGIN VERTICAL CURVE B CONCRETE MOW CURB 8.4 - L{ 590 IF 1,404 LF EVC- END VERTICAL. CURVE SURVEY MONUMENT ENCASEMENT S5, 3+'EA 0 2 wo=� p 0 wZ-=,88 11 EH 4t,4;5- FA PRC- POINT OF REVERSE CURVATURE STREET NAME SIGNS 13 EA 4 EA 17 EA PCC- POINT OF COMPOUND CURVATURE TRAFFIC SIGNS 31 FA 14 EA 45 EA POG- POINT ON CURVE SMIPEI CHAIR RAMPS 16 EA 4 EA 20 EA GB- GRADE BREAK STREET LIGHTS (LED) 18 EA 8 EA 26 EA HP- HIGH POINT SAWCJ 1 853 LF 58 L 911 LF TYPE- "A' CATCH BASINS 7 EA. 2 FA 9 EA MEDIAN CURB 384 LF -88 LF 1,372 LF 6' CHAIN-LINK FENCE (NO SLA -S) 916 I_F 310 LF 1,226 LF CROSS GUTTER 2,735 SF 1,527 SF 4,2162 SF TEMPORARl' .4. C. PARING (0.20' AC] 5,983 SF D SF 5,983 SF 44 "-.3 42 41 4G 3.9 36 37 I II o D I,/E c -- _ n u r I 4:;� 45 45 49 7 30 31 32 33 34 3:; :,G I r ' I I � f. r I f Ia s I I 1 2, r , 1 s s 2,, 2e 2 I' TRACT 7254 G. 147 p -SINE t-_(11 IANr. _ __• it 5� I S_ 56�5, jI 1E 1- 25 21 22 23 • 1 I r'i 50 59 - 1 1 i o I 1 I — I t r h i i I { 58 ry,. 17 16 15 14 —a I +. • CB#CR f, 6 1 1 12 1 PEr 0 32 63 84 EU -10 6E ! 67 66 ,., '1 \ <�\V13 V � 1\ ).0 - 3 \ v FIEMFIER UK �a\1, Ell c9 iG I rn \,\\\\ �-"'� /v 1-"O�-_.✓" Z.,, \, v 9�T \\,\` _ -r \ ^C, 1 J j CB#3. .,�.�\,y�! - �Pc�f ,{ \, N� j'.., r)\ TRACT 7246-1 °\a, 26 'M B. 61 FG, 139�� J oDEN� �;-'� CB#2 �� v�- zs L "� JJt T li 'g ( IS 111 73 1 2 24 r w` ��\)•.,- ` ��-w- ,y .o �. N A FIS r , CB9}(\\ __ �5S F �rip5 C 2 4 L 1/23 \ s\ — 2 PS6 E 22 DR1-1.- SITE L4E' 7 \ \s a 14 ; - f .\` / y\ COMMUNITY tNOT F PART) �\%' \, 21 a ` ,\\ CENTER 17 Os.J \'� 9/� C 19b BELCOURT PARK sA, 1` UA, ;i /� UNDER CONSTRUCTION E, ' r \'i 15 2U I (NOT A PART) h i 10 b �12 KEY MAP LEGEND CO, SHEET INDEX NUMBER DIRECTION OF DRAINAGES P- CON(,N lE MONU41EN1AC 1R1� 72'88-F I [.ED STREET LIGHT CH' 12 CATCH BASIN w N M` / _ �r� •�'�. � # � U BER -- PROPOSED STREET NAME' SIGN J J` v ' '-TRACT 7288- 88 3 KEY MAP SCAI'_E: 1'=200' UNDERGROUND SER`lIGE ALERT OF SOU HERN CALIFORNIA .,-BE ]0.G yiJ✓ n� tJ e 1 e� x AR uxJ 6eav`vv DI%TOLL FREE 1-800,227-260C AT LEAST IWO DAYS BEFORE YOU DIG Iml-�3(�� PhiFr COB RECORDS No. C3 0 uj M 2 O ~w m Q U8 i L CO m A < Ix cc N z z ui UJ N CIS Q co 01 G? a N - C cr LU LL E- 0 w _ a. w a z C) w,LL> 0 LL, e o a w !6 moxzr=wa' � WiRL"_ SWUM w>mo ¢vixwz'o no�KUz Brno= W n 6 4 U U K r,-owgr��ro.r-- W c:r-r.Hmzmu.w- gzqrcD a} K�w�Z ,JyU Knx t- Kx uZ oZoziiu CL r1Jw�. ,ai, `�'n imyc ca�oo o boa nwz>o�zxwU re o zosm 4z> z( a 0 h Z 4 Q ry L,xYUW(j<�. �,y�OSxU Oz�� v t � 2 O LLL p L Z LL W'Sw�U jOOWw RTL ;'L aU€j?fU --xZ'Cww,y r UawUx <nMwBNauo,rn- z9 - > �da co <Crn-amoww gmrWn c�c��-o.-.z¢w i-r-oaF-Caredz' r �'w3ui r� Unww�w ULy 4SW r z�Z GV1 @r rer�wmzz w J Z z 0 0 0 Zm OWOrn'.4! ma rr��oa.A, ec u+-=a'.�LLowz �mcU�Oc.1m� ^r^a z o O+XW �~LLI O OJ �UIOO r4p4V I— `xrL �`C<I. ffi T- Q 0 2 wo=� p 0 wZ-=,88 I— �o0�- 4lJ Z4v�r'-V) U's OOVD 1 -Na m O�OV) tt� 41—VIw Q'_��z a=z6ozao wU3_' Li — 4 y LL N Z r J w u- a w1"G�Qo 01/1 wwm JazcU< UNDERGROUND SER`lIGE ALERT OF SOU HERN CALIFORNIA .,-BE ]0.G yiJ✓ n� tJ e 1 e� x AR uxJ 6eav`vv DI%TOLL FREE 1-800,227-260C AT LEAST IWO DAYS BEFORE YOU DIG Iml-�3(�� PhiFr COB RECORDS No. C3 0 uj M 2 O ~w m Q U8 i L CO m A < Ix cc N z z ui UJ N CIS Q co 01 G? a N - C cr LU LL E- 0 w _ a. w a z C) w,LL> 0 LL, e o a IDATE I PA JOB No. +/01/2019 30600 II OF 16 SHEETS !6 W T CL re IDATE I PA JOB No. +/01/2019 30600 II OF 16 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, THE CAUFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. DATED NOVEMBER 14, 2018, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL MAKE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN 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 CIN CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY THE 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 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF TIE 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. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER PROPOSED C.O.B. STD. DWG. ST -12. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH THE CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS,/CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL, ROADSIDE SIGNS INSTALLED PER PROPOSED C.O.B. STD. DWG. T-2 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. BELOW AND 1.0 FT. TO 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 CONDITIONS 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. WITH 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. COB STREET IMPROVEMENT NOTES (CONTINUED) 21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 22. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT. 23. CONTRACTOR SHALL STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. COB ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER, 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE - " OF THE STANDARD SPECIFICATIONS REQUIREMENTS OF SECTION 39 2.02 AGGREGATE E CATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. - 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 13. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 14. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967 THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 15. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 16. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 17. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 18. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE(CAB) CONFORMING TO ( ) 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO 200-2.4 OF THE "GREENBOOK", WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE. BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 19. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE)IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 1;2=013904691 4LL PRIVATE STREETS TO BE PRIVATELY INSPECTED SHALL BE ALLOWED NO MORE THAT 0.02' TOLERANCE ON SPECIFIED ASPHALT CONCRETE (A.C.) THICKNESS. ANY PAVEMENT NOT MEETING THE SPECIFIED TOLERANCE SHALL BE GROUND DOWN 0.10' AND REPAVED TO SPECIFIED THICKNESS. CITY STANDARD PLATES DESCRIPTION OF 4" THICK SIDEWALK AREAS WHITE LANE ENTIRE AREA ZUVWiw 2WFa- _ wwwmwwaFo MUIRLANDS PARKWAY 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING wiaz�z&who rcmxwzroi,�r"a DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE) SIDE YARDS OF LOTS 17, 18, 29, 30, 49, 50, 57, 58, 64, 65 AND 72 ASHLYN DRIVE HANDICAP RAMP AREAS AS SHOWN Z30z>- CITY STD. NO. DESCRIPTION AS SHOWN CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER TYPES "A", -B- AND "C" HEMMERLING LANE ❑ ST -20 SYMMETRICAL AND OFFSET CUL-DE-SACS ❑ SW -3 MANHOLE TYPE "A" INSIDE AND OUTSIDE DROP ❑ ST -2 MEDIAN CURBS TYPE "M" "M-1" & "M-2" SERENADE DRIVE ❑ ST -21 STREET KNUCKLE ❑ SW -4 MANHOLE TYPE "B" ® ST -3 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A" ® ST -22 SURVEY MONUMENT ® SW -5 STANDARD EIGHT INCH CLEANOUT ® ST -4 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "B" ® ST -23 STREET LIGHT MAST ARM TYPE ® SW -6 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS ST -4.1 COMMERCIAL MULTI -FAMILY DRIVE APPROACH -TYPE "C" Z ST -24 STREET LIGHT BASE PLATE DETAILS LOCATION DETAILS T-1 STREET SIGN POST TYPE ® ST -5 COMBINATION SIDEWALK ® ST -25 STREET LIGHT PULL BOX DETAILS ® T-2 MISCELLANEOUS SIGN DETAIL ®ST -6 DETACHED SIDEWALK ST -26 POLE NUMBERING T-3 STREET SIGN PLATE MAST ARM MOUNT ❑ ST -7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A" ® ST -27 MINIMUM REFUSE CONTAINER PAD ❑ T-4 ARTERIAL TRANSITION AT INTERSECTION WITH ARTERIAL ❑ ST -7.1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "B" ® ST -28 GATE DETAILS FOR REFUSE CONTAINER ❑ T-5 ARTERIAL TRANSITION WITH BIKE LANES AT INTERSECTION WITH ARTERIAL OR COLLECTOR El ST-8GATED ENTRY FOR PRIVATE STREETS ® ST -29 ACCESSIBLE TRASH ENCLOSURES ❑ T-6 COLLECTOR AT INTERSECTION WITH ARTERIAL ® ST -9 RESIDENTIAL CROSS GUTTERS ® ST -30 COMPACTOR ROLL OFF SPECIFICATIONS OR COLLECTOR ® ST -10 CURB RAMP ® ST 31 COMPACTOR ROLL OFF SPECIFICATIONS ❑ T-7 COLLECTOR TRANSITION FOR LEFT TURN LANE AT ® ST -11 PAVEMENT PATCHES ® ST -32 HOUSE NUMBERS FOR CURBS INTERSECTION WITH A COLLECTOR ❑ T_8 INTERSECTION EXPANDED ARTERIAL/ARTERIAL STD El ST-12TRENCH BACKFILL AND COMPACTION REQUIREMENTS ® ST -XXX EDGE CONDITION DETAIL PAVEMENT SECTION CONFIGURATION ® ST -13 STRUCTURAL PAVEMENT SECTION ® ST -XX STREET LIGHT LOCATION T-9 "T" INTERSECTION EXPANDED ARTERIAL COLLECTOR STD ® ST -14 LOCAL STREET CROSS SECTIONS ❑ D-9 DRAINAGE BASIN CONFIGURATION ® ST -15 LOCAL STREET CROSS SECTIONS NEO -TRADITIONAL ® D-14 CATCH -BASIN, TYPE "A" ❑ T-10 LEFT AND RIGHT TURN LANES NEIGHBORHOOD DESIGN ❑ CATCH "A-1" ® T-20 MINIMUM ACCESS DESIGN D-15 -BASIN, TYPE ® ST -16 PRIVATE LOCAL STREET CROSS SECTIONS El T-21MINIMUM STREET ACCESS SPACING ON ARTERIALS AND ® D-17 GUTTER DEPRESSIONS COLLECTORS ® ST -17 MAJOR STREET CROSS SECTIONS ® D-20 SIDEWALK UNDERDRAIN ❑ T-22 TRAFFIC SIGNAL INTERCONNECT - WIRING ❑ ST -18 ALLEY CROSS SECTION AND PULL BOXES El SW -2 MANHOLE TYPE "A" El ST-19SECONDARY AND EMERGENCY ACCESS ® T-34 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND COLLECTORS "FIBERGLASS STREET LIGHTS NOT ALLOWED CALTRANS STANDARD PLANS 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® RSP A88A & B CURB RAMP DETAILS SIDEWALK THICKNESS TABLE STREET NAME DESCRIPTION OF 4" THICK SIDEWALK AREAS WHITE LANE ENTIRE AREA ZUVWiw 2WFa- _ wwwmwwaFo MUIRLANDS PARKWAY ENTIRE AREA J wiaz�z&who rcmxwzroi,�r"a !^ N o LODEN DRIVE SIDE YARDS OF LOTS 1, 9 AND 10, REAR YARDS OF LOTS 69-72, L/S LOT AREA (PHASE 1) SIDE YARDS OF LOTS 1 AND 26 (PHASE 2) MARIAN WAY SIDE YARDS OF LOTS 17, 18, 29, 30, 49, 50, 57, 58, 64, 65 AND 72 ASHLYN DRIVE HANDICAP RAMP AREAS AS SHOWN Z30z>- CELESTINE LANE HANDICAP RAMP AREAS AS SHOWN AND AREA WITHIN PROPOSED L/S LOT CHAMPLIN PLACE HANDICAP RAMP AREAS AS SHOWN, AREA WITHIN PROPOSED L/S LOT AND SIDE YARDS OF LOTS 5 AND 6 GRACIE COURT AREA AT END OF CUL -OE -SAC AS SHOWN HEMMERLING LANE HANDICAP RAMP AREAS AS SHOWN AND AREA WITHIN PROPOSED L/S LOT SHELLEY ANNE WAY HANDICAP RAMP AREAS AS SHOWN N (O SERENADE DRIVE HANDICAP RAMP AREAS AS SHOWN, SIDE YARDS OF LOTS 3, 17 AND 18 AND AREA AT END OF CUL-DE-SAC AS SHOWN COHASSET COURT HANDICAP RAMP AREAS AS SHOWN AND SIDE YARD OF LOT 9 ALL OTHER SIDEWALKS SHALL BE 6" THICK PER CITY STANDARDS. JILLJIM - .y mo� U ZUVWiw 2WFa- _ wwwmwwaFo Z O M J wiaz�z&who rcmxwzroi,�r"a !^ N o vJ z ww a 00.� Lu Z o l` z ro Fm�KO "-�ti M Swo�oawmmz,ob j � COD m0w.Or Tz " U Z30z>- XQol¢w0 -LmOL Q v�z�imnzca�6¢r3 oRr- W U) N o wQwo¢w�wo _Z w x m zz6 Qm N W m_ za3wwzoa oo3 Z O K m 0 Z>�1� ��( W Z No _ 6mommw<~oo W V r,� N M mOwww�-KO Q w W U1 nz .002 o w ZOZS(WJOZio N (O LL I w�zazaoW M O o 3 wU U O w w z w ® r u6j W� a a m U Z 0� mmm>ourc� NW 13. K U W m ¢ >--7p Z w U= W 2 a m W n� U v ! f n v a z cam ¢w � xw ¢ o m >"m LLz_m- L > -w _m ¢m � c� m- 0 m rcw z=w�_o¢m oz aw �'owa3v6iioi x x'�¢xo4awZ� 1-1-061-UmK6`L y. - ? 3 � COB RECORDS No. I a -g U) w Z 00-` N m Q 06 J U) r U) Lu Z W5 W U) W = Q O U) CM w w O wU Z NW 13. `< li W W n� U v ! f n v II DATE 4/01/201911 SHEET 2 OF 16 SHEETS LEGEND (STREET SECTIONS ONLY. Ol PROPOSED 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. O2 PROPOSED 6"z 6" CONCRETE MOW CURB O3 PROPOSED TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -18. ® PROPOSED 8' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.B. STD. DWG. ST -6 FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) OS PROPOSED LANDSCAPE AREA -LANDSCAPE AREA SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX (SEE LANDSCAPE PLANS -BY OTHERS). © PROPOSED 4' WIDE DECOMPOSED GRANITE PATH O7 PROPOSED 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. NOTE: BLOCK WALLS ARE SHOWN FOR REFERENCE ONLY. BLOCK WALLS EXCEEDING 7'-0" IN HEIGHT SHALL BE CONSTRUCTED BY SEPARATE PLANS OR A SEPARATE BUILDING PERMIT. NOT A PART OF THESE PLANS. ANY WALL FOOTING EASEMENTS (IF NECESSARY) SHALL BE DEDICATED ON THE FINAL MAP. P (I I WALL FOOTING EAS TO BE DEDICATED ST CL VARIES 55' TO 70' VARIES 48' TO 64' ARIES 28V' TO 43' EXISTING LANDSCAPE w M EOIAN a VARIES VARIES --------------T' L59 MIN (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET TO BE PUBLICLY MAINTAINED PER "WMSP" EXHIBIT 4-5 WHITE LANE iA1 WMSP ARTERIAL STREET NOT TO SCALE z z rn w 26' 0 5 N (SEE PL TT 7347 PROPOSED BLOCK WALL FINISHED PAD (H.O.A. MAINTAINED) .. WALL FOOTING EASEMENT (IF NECESSARY) TO BE DEDICATED ON FINAL MAP. *= LANDSCAPE LOT TO BE DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 16' 1a, u• 16' `ROUGH GRADE LINE (PER GRADING PLAN)** NO PARKING ALLOWED "*= PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER (SIDE YARD) UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY FOR SUBGRADE COMPACTION IN BID. (SEE PLAN VIEW FOR STRUCTURAL SECTION) (PRIVATE STREET) NOTE: STREET TO BE MAINTAINED BY H.O.A. PROPOSED PER "WMSP" EXHIBIT 4-16 RESIDENTIAL STREET 3 NOT TO SCALE O T o PROPOSED BI WALL (H. D. A. MAINTAINED) WALL FOOTING EASEMENT (IF NEC TO BE DEDICATED ON FINAL MAP. 5' (SEE PLAN) FINISHED PAD 0 R/W I_ 30' "NO PARKING ALLOWED" = rHvllvb LuK IImAwuN JNHLL KLVILVV KUUbn UKAUllvb Hr ILK UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY FOR SUBGRADE COMPACTION IN BID. (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET SECTION SHALL BE PUBLICLY MAINTAINED, LANDSCAPING TO BE MAINTAINED BY H.O.A. PER "WMSP" EXHIBIT 4-11 MUIRLANDS PARKWAY WMSP COLLECTOR STREET ,3 NOT TO SCALE NO PARKING -FIRE DEPT. ACCESS MEDIAN ROUGH GRADE LINE (PER GRADING PLAN)** **= PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY FOR SUBGRADE COMPACTION IN BID. (SEE PLAN VIEW FOR STRUCTURAL SECTION) (PRIVATE STREET) NOTE: STREET TO BE MAINTAINED BY H.O.A. PROPOSED STREET SECTION LODEN DRIVE 3 NOT TO SCALE 30' NO PARKING ALLOWED GH GRADE LINE (PER GRADING PLAN) --J (SIDE YARD) **= PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY FOR SUBGRADE COMPACTION IN BID. (SEE PLAN VIEW FOR STRUCTURAL SECTION) (PRIVATE STREET) NOTE: STREET TO BE MAINTAINED BY H.O.A. PROPOSED PARKING ALLOWED ON ONE SIDE COMBINATION OF "WMSP" EXHIBIT 4-16 & 4-19 RESIDENTIAL STREET 3 NOT TO SCALE PARKING ALLOWED (FRONT YARD) 2' FINISHED PAD PROPOSED BLOCK WALL (H.O.A. MAINTAINED) NO BLOCK WALL ALONG LOT 'E" (PARK FRONTAGE) PAD WALL FOOTING EASEMENT (IF NEC TO BE DEDICATED ON FINAL MAP. FINISHED "NO PARKING ALLOWED" 12' PARKING ALLOWED (FRONT YARD) PARKING ALLOWED (FRONT YARD) EXHIBIT 4-19 7' OR 13' BLOCK WALL JRE PMENT EXHIBIT 4-16 ROUGH GRADE LINE (PER GRADING *•= PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY FOR SUBGRADE COMPACTION IN BID. (SEE PLAN VIEW FOR STRUCTURAL SECTION) (PRIVATE STREET) NOTE: STREET TO BE MAINTAINED BY H.O.A. PROPOSED PER "WMSP" EXHIBIT 4-16 & 4-19 /T� RESIDENTIAL STREET \3� NOT TO SCALE 30' 30' `ROUGH GRADE LINE (PER GRADING PLAN)** **= PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY FOR SUBGRADE COMPACTION IN BID. (SEE PLAN VIEW FOR STRUCTURAL SECTION) (PRIVATE STREET) NOTE: STREET TO BE MAINTAINED BY H.O.A. PER "WMSP" EXHIBIT 4-19 PARKING ALLOWED ON BOTH SIDES G WMSP RESIDENTIAL STREET 3 NOT TO SCALE 5' (SEE PLAN) NO PARKING ALLOWED (SIDE YARD) -PROPOSED BLOCK WALL (H.O.A. MAINTAINED) DOUBLELFFRONTAGE WALL FOOTING EASEMENT (IF NECESSARY) TO BE DEDICATED ON FINAL MAP. FINISHED PAD NO PARKING ALLOWED (REAR YARD) PARKING ALLOWED (FRONT YARD) FINISHED PAD U pw2o moy WO U W F O d . �nz ZLLQ W2QZyO�myO LL N S W U) ti oKl=(OJpJ�NU W Z E O wrci� z-.zE ww. �zWw3 W } I� ._N W 2 O Z W y V wFo_o_ M Z1.F Z.'. N O � � O Q ; U �CID z z�3�iezo�o > fn N O w .5 vioazo LL O O Q O i U-' 5 OJ m O Y (0Z p Twp-� FO W /r W m \� F= p O z;j p.' W m M o03:< pzo¢ Z_ �N O o�zo�m�oz> ¢rco�pi��w� CS (/1 N ya w K,w LLWZOry zo wwwpW.zQ Z M LJ..I m W �nza�w>oNz CID N O caiiww=Z1Ya4o -.zwm;rzmm� �/ L1. O (>�pW.LLwpwE W< w> U V O iE O zI. w wp� v o a a r a 3z8i>o?rcH o��owW��pm apLLZ�41mQN L7qi ; ay_ O m O Z J� ZO G m W Q� Q VOW Z y y N ��oa�i;orca� 1- 73 (7 P l M COB RECORDS No. w 0 C3 U) Z N J °6 Z n- O cn Z LU w 65 'L^ V 1 w m W UJ 4� U) �-- I— U wU w Q ' Li ryL U) a 0 w DATE 4/01/2019 3 OF 16 CONSTRUCTION NOTES [ 1j CONSTRUCT 6" CURB do CUTTER PER C.O.B. STD DW'C. ST -1. I?] CONSTRUCT 8' WIDE CONCRETE MU II LSE TRAIL. (4" THICK CLASS "B" CONCRETE) (SEE C.O.S.STC. DWG ST -5. FOR CODCREIL SP UFICANONS, jOINiS, F_PJ.) CONSTRUCT 4 WIDE DECOMPOSED GRANITE PATH B4 CONSTRUCI 6% 6" „ON(N _TE NOW CURB ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © S.AWCUT TO NEAT, CLEAN VERP:CAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERS E_D ENGINEER. ❑7 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. S'J. 1-22. INTERMEDIATE PULL BOXES NOT SHOWN. n ADJUST A'_I_ EXISRNG PVC LINED MANHOLES (CONTRACTOR SHALL CHANGE- OUT MANHOLE CONE IF NECESSARY) AND REPAIR PVC LINER IF REQUIRED TO ADJUST MANHOLE TO ,RADE, CI EANOUTIS, VALVE COVERS, MONUMENT ENCASEMENTS, FTC. TO FINISHED GRADE PER CITY STANDARDS. FI_OW: _INE STATION L/S LANDSCAPED AREA (SE _. LANDSCAPE PLANS BY OTHERS) ALL PLAN VIEW STATIONING :S BASED ON L'EN'ERLINE DATA UNLESS OTHERWISE NOTEl INSTALL 9,500 LUMEN SMEET LICHI --ER C.O.B. STD DNC ST 23 THRU 26 AND C.O.B. SPECIAL PROVISION SECTOR 86-8 01 LIGHT EMITTING DN)DE (LED) LUMINARIES. MODELS INCLUDE t tOLOLPHANE LVUI SERIES, `C TEK GCI SERIES, CRFF XSP SERIES OR EQUIVALEN7 AS APPROVED BY CITY ENGINEER. �? EXISHNG SURVEY MONUMtNi - PROTECT IN PLACE. csr SF'WFR DIANH01 F SEWER CLEANOUT © STORM DRAIN MANHOLE STREET CENTERLINE ---- STRE I RIGH- -OF-WAY — PROPOSED STORM DRAIN EXISTING SEWER MAIN EXISTING STORM DRAIN d< EXISTING EDGE U PAVEMENT SEE SHEET 16 FOR STRIPING AND SIGNAGE PLAN 51329 ' e pf� M � Z W �M1 356--'. .:N h IN m m m PHASE1 (PUBLIC ) III CONSTRUCT MIN. 0.45' A.C. PAVING OVER MIN. 1.60' CRUSHED AGGREGATE BASE OVER MIN. 1.00` NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=9.0 R=10 �z c�cv F t EXIST'.NG IMPROVEMENTS l CPA ' I I I z� �4 N� I L a I 51328_-- m z I, I WHITE LANE (SECTION LINE) Q ,6+98.57 ls n I (TRACT BOUNDARY _ ___ _ - -- ____ ___ L� __ __ a m z1 1 r, w __ ___-.)._______ S8919'48"E '. ,.-- 1 e.. 13 - - -- ,: 37 Z FL'i— ` F— e -EXISTNC kEDIAN \ 85+90.84 — 86+44.84 —--'.--� Z — — _.. .. ._ __ - _ _.. _.._. .,. �, P __.-__ ... ____ \ _____ __ ____ 3`.4.., 6 f,442 , 2 _ __- e _._-- _______ - _.____ ,54 - i J oc _ -------- _ z, 3538 .._ -,�. �.. I �.�. _ _1 <S f U5 F[6 -1! .. _ .c d 3-�FF-`_ } ow a ¢ X _ ------ -- - rv1_ L n ' WINDERMERE Sri x ^ V - '_—.� __— —. --.� -- W ------_-----_ X -PROPOSED PAVING - __._-- AREA ,® ------ �5:= �� {5,. -- f— --- I 2 _. --------- — Ll ___ _._ _... - _.—____22 _ r — FUTUREMPROVEMFN IST, ro c �,2i .-i ':1 SEE TAP R "A" TABLE (PARABOI IC BAY TAPER) " 51329 ' e pf� M � Z W �M1 356--'. .:N h IN m m m PHASE1 (PUBLIC ) III CONSTRUCT MIN. 0.45' A.C. PAVING OVER MIN. 1.60' CRUSHED AGGREGATE BASE OVER MIN. 1.00` NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=9.0 R=10 C � Z aW h r . *� M an a`J �z c�cv F mrn l CPA ' I I I z� �4 LU N� I L a I 51328_-- m I, I ls n I w (Si 41 37 z \ I 1 38 oc ma ooP '\\ 36 I ow a moo' ' WINDERMERE Sri x ^ rn3 i1x ., STREET m + I. m+,•7 +moi (EXISTING) ww ro w�1 SEE TAP R "A" TABLE (PARABOI IC BAY TAPER) " C � Z aW h r . *� M an a`J �z c�cv F mrn l oK ' I I I z� �4 LU N� I L a I m NO'x 'A": CONTRACTOR SHALL 'VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CGNSTRUCPON AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. ......356 352: .:. .: ..:. ..:. .: ..: ..:. ..: ..: ..: ..: ..: ...:. .. : . u .: r.: . I N.:.Ur . -0. : ... : .. -Q.25% /: I.. : .. : . ". `Oc57GN.FL0N21NE PROFILE �) r_ n. ,i ,.IS17NC '70WU F 990I`S - 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 SOUTH FLOWLINE PROFILE 'rNI- H HORIZONTAL: 1"=40' VERTICAL: 1'=2° waUG IOcn c1 zUoiz w`z iw!]m "T t -p J�ol-� zcz: w��z''oc:wro a -HOZ �yU S z �w,z z,iz -y=LL CiZ-p2=��LL42 z���mnoFoc9 K 3 O O a w• G 2 w L 6ZY�4�4. 1-F6 U N N 2 O ��?omoo�'ca a "-xo Joo!3m o>zflxm qz> Z 6 U.a�i 'iJiJiwK Zq C aza�ow�J ;� L 2��azLGu U � ZhKlSZC41W�N ¢q���aapf n Z pSUt!11AI S. Zw 22+-5>� IYu rc uaarcw��iuln` O< rTOw- ?p¢m S S 'n 4' SO K w 2 U F -F -n i - 'U UR'4'E l l-"737 P� COB RECORDS No. Lu o QS I U l ' I I I M I LU I L a I I, I ......356 352: .:. .: ..:. ..:. .: ..: ..:. ..: ..: ..: ..: ..: ...:. .. : . u .: r.: . I N.:.Ur . -0. : ... : .. -Q.25% /: I.. : .. : . ". `Oc57GN.FL0N21NE PROFILE �) r_ n. ,i ,.IS17NC '70WU F 990I`S - 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 SOUTH FLOWLINE PROFILE 'rNI- H HORIZONTAL: 1"=40' VERTICAL: 1'=2° waUG IOcn c1 zUoiz w`z iw!]m "T t -p J�ol-� zcz: w��z''oc:wro a -HOZ �yU S z �w,z z,iz -y=LL CiZ-p2=��LL42 z���mnoFoc9 K 3 O O a w• G 2 w L 6ZY�4�4. 1-F6 U N N 2 O ��?omoo�'ca a "-xo Joo!3m o>zflxm qz> Z 6 U.a�i 'iJiJiwK Zq C aza�ow�J ;� L 2��azLGu U � ZhKlSZC41W�N ¢q���aapf n Z pSUt!11AI S. Zw 22+-5>� IYu rc uaarcw��iuln` O< rTOw- ?p¢m S S 'n 4' SO K w 2 U F -F -n i - 'U UR'4'E l l-"737 P� COB RECORDS No. YV a 0 y s DATE 4101120191 PA JOB No. 30600 SHEET 4 OF 16 SHEETS Lu o QS I U � wv w w M S w LU Of a o a YV a 0 y s DATE 4101120191 PA JOB No. 30600 SHEET 4 OF 16 SHEETS CONSTRUCTION NOTES CURVE TABLE �z CURVE 1_. CONSTRUCT 6" CURB & GUTTER PER C.O.B STD DWG ST -1. -{} INSTA: I_ NO!OPHANE "GRANvilif PREMIER LED LUNAR (5 LED -4K SOW ARRAY) 8 CONSTRUCT 8' WIDE CONCRETE MLLTI USE TRAIL (4" THICK CLASS F" CONCRETE) 5'^514"4378' WITH 12 FT.-AMI.TON ALUM IUM POLE OR EQUIVALENT AS APPROVED BY CITY 491,00 (SEE CSN STD DWG 5T d. FOR CONCRETE SPECIFICATIONS, d01NT5, ETC_) 5'06'14' ENGINEER. m I 1 Lac 4 08 0 EXISTING SURREY MONUMENT - PROTECT IN PLACE. 1019.00 CONSTRUCT 4' 'NIDE DECOMPOSED GRANITE PATH 5°0614" _--4..97' -- Zz�O. i,W,Z26SK - CONSTRUCT 6"x 6' CONCRETE MOW CURB 1A SEWER MANHOLE i'� Lu Oi 5, CONSTRUCT TYPE :M M' &IAN CURB PER CO.B, STD. DW'G. NO. ST -2. 7 SEWER CLEANOUT gUs¢�wzc� o i SAWCU TO NEAT, CLEAN YEN EICAL FACE, THE EXACT LOCATION OF SA'NGl T $HAI1_ STORM DRAIN MANHOLE E Z M W "1v oy <cioW uaa�o RF OF'FRMINFD BY Y OF BAKERSFIELD ENGINEER. - STREET CEN7ERLINE 1F FUTURE h WIDE STANDARD TYPE SIDEWALK PER C.O.B. STD DWG. NO. ST -6. ---- STREET RIGHT-OF-WAY -1 ADJUST ALL EXISTING MANHOLES, r;l FANOtj7q, JAI VF COVERS. MONUMENT FNCASFMENTS, --- PROPOSED STORM DRAIN ..., ETC, TO FINISHED GRADE PER CITY STANDARDS. `<o Y'OEav:C aird�w�awo� xi v _ `t ----- EXISTING SEWER MAIN a'OULL'm.w3 ra 0 FL FLOWLINE STATION �ll10Kul Z.0 -I-�dI-UCO.'.6i EXISTING STORM DRAIN LfS LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) - —°--�4-- EXISTING EDGE OF PAVEMENT ALL PLAN VIEW STATIONING IS BASED ON CFN,ERLINF_ DATA UNLESS CTI HER`WISE NOlEO. . . . cXIFIN PzowllNE PROPS- .352 (SEE SHEET 16 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) L/S LfS MUIRLANDS PARKWAY (TRACT BOUNDARYI CURVE TABLE �z CURVE +M LENGTH DELTA +x omI 8 \\ 5'^514"4378' I C2 491,00 88 .28' 5'06'14' 4417' - m I 1 Lac L/S LfS MUIRLANDS PARKWAY (TRACT BOUNDARYI 12 13 L/S CURVE TABLE 4b+1d R4 f -=_ CURVE RADIUS LENGTH DELTA +x omI �W 8650' 5'^514"4378' I C2 491,00 88 .28' 5'06'14' 4417' - m 0 ` O, ') 4 08 50514' --4457' 12 13 L/S PROPOSED PARK SITE (UNDER CONSTRUCTION) EXISTING TEMPORARY BARRICADE— ON ARR ADE—. ON SKIDS TO REMAIN N PLACE R26(CA) �t\_rxlsnuc lER-'OXPM rr_ -- -- - ✓ { N 42+14.83 CURVE TABLE 4b+1d R4 f -=_ CURVE RADIUS LENGTH DELTA TANGENT _ - - 971,00 I 8650' 5'^514"4378' I C2 491,00 88 .28' 5'06'14' 4417' - _ G 0 ` O, ') 4 08 50514' --4457' - -- rs 4.. 1019.00 8988' 5°0614" _--4..97' -- Zz�O. i,W,Z26SK 1029.00 91 66'� 5'0&'14" 45.8C PROPOSED PARK SITE (UNDER CONSTRUCTION) EXISTING TEMPORARY BARRICADE— ON ARR ADE—. ON SKIDS TO REMAIN N PLACE R26(CA) �t\_rxlsnuc lER-'OXPM rr_ -- -- - ✓ { N 42+14.83 o - 4b+1d R4 f -=_ iC4` vri to r[ - / 35403 ( 352.76 TO 551.93 AC B28(CA) - I�'� wI 352.95 AC �� (353.29 All -- - --- _ _ - - _ —_— -- — -- -- ._ r� Vl 165 (ry O Y.WwC'-W04�s¢ I UJ Z r.'ioz Nov 7 ` 1— Q yj �S-E "B" 'R2,".= (FU WEE) i e�.�h/ NOTE. PROPOSED —J TEMPORARY SUMP (SEE GRADING PLAN) g PARCEL 12 PARCEL MAP 12100 �ml, awl PHASE2 (PUBLIC STREET) MUIRLANDS PARKWAY CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.95' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TJ=6.0 R=10 i t� i UjOC ttT o S F A/(2T0'14 0z ti 'm t \\ \ 7 ) w ..,,4eu cr ' l cek,'1 iEi ER r r —INSTALL R26(CA) ON EXISTING SIGN POST NOTE 'H": CONTRACTOR SHALL BACKFIU-AND COMPACT EXISTING ITMPORARY DRAINAGE BASS ^ ' PER SOILS REPORT RECONIMENDATIONS. NOIr A CONIR.ACItR SI ALL VERIFY LXI311NG iOCAIION AND Ft FVATION IN FIkID, PRIOR T9 CONSTRUCTION AND NOIIIY ENGINEER II ft RF ARE ANY DISCREPANCIES. er',.-t p i,)U 6t�j i f 1 cOiac nn� v'at-i5 6 ui `mwm i � w-�d'kz'"zrcwso )OL�m r� Q�Gozwv)wU Vl 165 (ry O Y.WwC'-W04�s¢ I UJ Z r.'ioz Nov I `J' N O i.-zvTiS¢-�z 1— Q yj I } a O')O U=r , �'tea i e�.�h/ z rc OK�ZYw p pN w X q wy �tS uj 0< 0 �V U}LL Zz�O. i,W,Z26SK a) .z- o=s �W/Jy Vj i'� Lu Oi rnmw_h_ti_LL h 4 m U m 2 Z s w N Lu r pr WpOOm „^yx( Z O gUs¢�wzc� W Qui �acriavwiLLNaca 0a� E Z M W "1v oy <cioW uaa�o j Iwo=�zu��w N i U fM1 1- 2W 'll O w W CV 354:.. m OWW O W�wz , ..., .. :. `<o Y'OEav:C aird�w�awo� xi v _ `t �. I a'OULL'm.w3 ra 0 + wo z¢H �ll10Kul Z.0 -I-�dI-UCO.'.6i i t� i UjOC ttT o S F A/(2T0'14 0z ti 'm t \\ \ 7 ) w ..,,4eu cr ' l cek,'1 iEi ER r r —INSTALL R26(CA) ON EXISTING SIGN POST NOTE 'H": CONTRACTOR SHALL BACKFIU-AND COMPACT EXISTING ITMPORARY DRAINAGE BASS ^ ' PER SOILS REPORT RECONIMENDATIONS. NOIr A CONIR.ACItR SI ALL VERIFY LXI311NG iOCAIION AND Ft FVATION IN FIkID, PRIOR T9 CONSTRUCTION AND NOIIIY ENGINEER II ft RF ARE ANY DISCREPANCIES. HORIZONTAL: 1"=40' VERTICAL: 1"=2' -`731(7 �F M M V K F3 a1 er',.-t 11 Ulm ~ Vz a N o + it) 50 W _F. V,. - M 354:.. m ..... ...;............ ..., .. :. 354 ....;...:.......: xi v _ `t �. 'B NO NOTE 352. . . . cXIFIN PzowllNE PROPS- .352 - .. p'25% . DESIGN FLDWLIN€ PROFILE . r 350. 350 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 NORTH FLOWLINE PROFILE m� 'Zm oI`a� 354354: ..... Ifs LNoc ....... -._--•--.-. ..... .... .. ... ... ............................ .... ...... ... 352. .. .. .. .... .. - .. - .. .. : +0 25% lF.f1877PlC r'LOIy//Jc. YROfiZE 352 +0.25% DESIGN fzow1NE PROaE r 350. ........SI.ME'i'01 TOM._'_.___......,Jr . . . . . . . . 350 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 HORIZONTAL: 1"=40' VERTICAL: 1"=2' -`731(7 �F M M V K F3 a1 CONSTRUCTION NQTES STREET SIGN NOTES E1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STC DWG ST 1. -OJ- INSTAL:_ H01'_UPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -41K DOW ARRAY) -+- INSTALL STREET NAME SIGN PER C.O.Q. STD. DWG. T -i. [2� ,. ,. ...,. ., 'SHADED .- CONSTRUCT S WIDE aLANDARD TWE SIDEWALK 4EH 1-�. DWG. ST 4 ,ShIAUEJ SIDEWALK AREAS W WITH 12 FT. AMI!...TON ALUMINUPd POLE OR E'. UIVFI_ENT AS APPROVED BY CITY V '�- INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. BHA i. BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. a ENO{NEER. CURVE [ RADIUS LENGTH TANGENT TT O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. STREET SIGN ETI CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". J a ro W v o, °i F R AND FLEVA 7!ON IN IkID PRIOR NOTIFY ENGINEER IF IE"RE. ARE .CODES 25 OC 39 + INSTALL STREET NAME SIGN PER CITY STANDARDS. CA) R1--1 - STOP SIGN [k' CONSTRUCT .2' WIDE DRO` -S -GUTTER PER 0.0.3 Sill DWG. ST -9 DATED 09174 --SEE SHEET 2 ' + LL -,]ME (CONTRAG OP. SHALL COMPACT ARTA UNDER CROS., GUTTERS AND A. MINIMUM OF t' EI iCR ib EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 39'42 R26(CA) •"• NO PARKING ANY 1` SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 4') SEWER MANHOLE -- -- PROPOSED SEWER MAIN JVI.v 'W31(CA) END 09 CONSTRUCT TYPF •A CATCH BASIN PER C.C.B. STD, DWG. N0. D-14 CO, R4 J DIVIDED ROAD 15 5 N SL11.f; CLEANOUT � PROPOSED STORM DRAIN VY 48+60.54 dGl CONSIR TYPE "M" MED''.. AN CURB PER C.O.E.STD. DWG. ST -2. TC o m x (Ei R1? -2 •a ROAD CLOSED 6 3TC OO STORM DRAIN MANNOIF - - EXISTING SEWER MAIN AC 14 00' iE 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESR'CTIONS (CC&R'S -_ EXS fINC SIORM DRAIN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED C CONS-,RUCT 5' WIDE COMIUNATION TYPE SIOFWAIH PER STD. DWG. ST -5. {mw SNI CEN7ERLNE BY (CA). INDICATES CALIFORNIA CODES, r� I '� V EXISTING EDGE O"r PAVEMENT C5 (CA) FL FLOWUNE STATION ---- SRN ET RIG;`?T-OF-WAY NY PAIN'_ MEDIAN NOSE YELLOW LJS LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) a RESIDENTIAL DRIVEWAY NOTE +fi0.54 'o_z oOa TC- r (SEE SHEET 16 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. LL PROPOSED DRIVEWAYS W,I HF: "C!iT- N` TIME. OF BUILDING PEP,MIT AND SHALL BE N TO FINISHED GRAPER CITY STANDARDS. CONSTRUCTED PER C.0.9. STD. DWG. ST -7 AND LOCATED ON LOT PER C.O.B. SiiBDIVISION w'0 m o m� ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 1 AND ENGINEERING DESIGN MANUAL SECTION 5.9.2.3. I MARIAN m WAY $ nN (SEE SHEET 8)4= qz o a M� v+ v(i j 1 h 6 v4 'd4 II 1 v+n N -F v+ h -F m� rvc 1 n` `_ "rn oIN u 4I �I m� + rN•Ye Hopi[,-. of I [riJ ,� �r:r�.� N((Y 1 ` <<J. ,Ch hJ + +tw +w. ,r +Io + +W 72 I 1 9 R RICK ICK 01_ 42+6893 - -_ O to __ •s/_ __ OS SEE NOSE "B" TYP L. t Q z ¢ F O o q a GO � �yyd flLd 73 u w � � �/ 'mom .� T .�. ..� �.. �.. ...i..®. .... ,.®..®. ®. ®. ®. W � W, 4 W W Lw O2k-w CiZ`O LANDSCAPE MEDIAN DETAIL rya K odea wCsm W SEE NOSE "B" TYP L. I_ � 1 _ __ _ _ _ -1 may'=_.`,",i•_ —,G _J=_ _ I t Q z ¢ F O o q a J �yyd I,Iq wzVd,-1 1 `c 41Q4<11 =, u w � � �/ 'mom .� T .�. ..� �.. �.. ...i..®. .... ,.®..®. ®. ®. ®. W � W, 4 W W Lw O2k-w CiZ`O LANDSCAPE MEDIAN DETAIL Y OZp a -+U wr,Y02zF'.� `>� SCAL;:- 1"=30' odea wCsm aZl-.TDO k NO 4" CONTRACTOR SHALL VERIFY EXISTING _ORATION a CURVE [ RADIUS LENGTH TANGENT TT I w m 4 u+ J v= m n. J w n n J a ro W v o, °i F R AND FLEVA 7!ON IN IkID PRIOR NOTIFY ENGINEER IF IE"RE. ARE Cl 25 OC 39 90DEL 25.00' FJC�WY i .FJCI ?am. 1% ' + LL (EXISTING) C2 ib of 39'42 1301'9.23 1` UOq �O[I[ I -.W La JVI.v J`r'iZ I J2',N A- WVaT. 15 5 N VY 48+60.54 ZI-V siW oiC TC o m x 6 3TC I a�nZx �Ki}TaUk[Y"dGmF AC 14 00' 12.57' 180°00'00" -_ 3CAO-_-_ Nn o`K"'v cJ.... <z'I {mw r� I '� V C4 C5 11.11' 3h.55' 180'00'10" -- o"J YJ Pn 1 + N,.a. a u� 2 +fi0.54 'o_z oOa TC- r r TCAC - w cY I1I II N '+� :r355—.17 4.34 AC v1N w'0 m o m� I, Y II 1 I Y +y ..('.�--t(3 (V 6NY ' I nog4q p - IN 0 > +W fJ�ZOCy-:L <FUO +ro io j r ti aWr c�zww Xaq u('i w4uwa'Ozq I_ � 1 _ __ _ _ _ -1 may'=_.`,",i•_ —,G _J=_ _ I t Q z ¢ F O o q a J �yyd I,Iq wzVd,-1 1 `c 41Q4<11 =, u w � � �/ 'mom .� T .�. ..� �.. �.. ...i..®. .... ,.®..®. ®. ®. ®. W � W, 4 W W Lw O2k-w CiZ`O LANDSCAPE MEDIAN DETAIL Y OZp a -+U wr,Y02zF'.� `>� SCAL;:- 1"=30' aZl-.TDO k )o`er t r- s / }I U4" HICK) I T — _ " — _ - o i. y _ 1 w 224" THICK --44_•89.20 N!OTE -_. / -__-- --+- a5` ___ ANCUT_ANO SEREMOVEF207 �F EAND GUTTER "k l/ Y,iSTING CUR - .__ /.(Y `\.--',,it tl ( _ Z _ I �_ I i 1 d E d -J - _ C: 'L �- CO --_ — ` /s 53 s1 s+4s�G,: i a 5a+aa as �, �I' _. Z �{8 4" THICK ---_ �.., `_ _._, -- — v " V FS Ri 1 Oa" HICK . 1 _... - ` / = w� -\. SAriCJT_AND RFUOV'-)2074 OF E%IETIf10 CURE AND~CUTTER J_+ r_-- \ 1' /; d - ` 0 T3 lYP v, PHASE 2- {+LSA \\ �. �J /1.5 �--_-- ! ( 1, •__- IL. B i LJS (PRIVATE PUBLIC I , I I 1 '� ,_J �ry\I'�`� TRACT 7245 ` T 18' bl '18 /' 5 az om'I SHELLEY ANNE a6 �¢ 26 ~a, �a pw ®<I g (---- II _ c9 J 4J O 0 O O` + O M M V :O J �O 'th .'f -h PBAY �-Y- .�-.} ,NuO vN vh v6 vlf: VG3l+:t- vN vQY v05 '..�lh -'pf N ) N I('Y V' +. tl .IA OV' OV Oe.i F Ori O._ Orli IN �O' Oh oN�.,x [yN NM NAY (SE:E SH._LT 15) Ny N�+ N,(3 rY, h iw , NK p`fiy V- �V ryW y4.Q �1[ 't hi Ml h! rhh �'N Mw wop +� +� +l +� +1 +`t T� +`E+� µ +1I +�I WINDERMERE `1'J �'J'. �I'J''. �LYJ �[YJ S1J 1"J hJl hJ WJI pJJJ.Y' JIQ STREET u3{{` L (PRIVATEPHASEA (EXISTING) g STREET) SHANOTLL H✓ RFYSEXSLNS LOCATION TANDE ELEVATIONINRFIELD, PRIOR TING DR' U ILINIES (ELECTRIC, GAS, CABLE, -0 CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES CONSTRUCT MIN. 0.20' A.C. PAVING OVER HORIZONTAL: : "=2' VERTICAL: 4"=2' MIN. 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1,00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY O=4 5 R=10 � J �yyd WINDERMERE w o~ CURVE TABLE J+ - NO 4" CONTRACTOR SHALL VERIFY EXISTING _ORATION STREET CURVE [ RADIUS LENGTH TANGENT TT J v= m n. J w n n J a ro W v o, °i F R AND FLEVA 7!ON IN IkID PRIOR NOTIFY ENGINEER IF IE"RE. ARE Cl 25 OC 39 90DEL 25.00' FJC�WY i .FJCI ?am. 1% ' + LL (EXISTING) C2 3601 of 39'42 1301'9.23 i I -.W La JVI.v J`r'iZ I J2',N A- M10 5 79249"42.01 p ®a o o m x 1 1 l Ii ' s I C4 14 00' 12.57' 180°00'00" -_ Nn o`K"'v cJ.... <z'I {mw I '� V W'Y OO�i '� C5 11.11' 3h.55' 180'00'10" -- o"J YJ Pn vm + N,.a. N"(I u� 2 1 r - i>fJD I1I II Oh '+� 4� .1ni v1N I, Y II 1 Y +y ..('.�--t(3 (V 6NY IS ¢ O m - IN +W + +ro + j r ti ISI KY d- 0th.. Orl O@: N N NCI. M.I. Nh nV h 4 W W � TRACT 7254 J (PRIVATE FUEL e � 1 ._ - c v 'i�r ..- ^r✓ r, _\ - 354. a. - W - - _ .- -a_ — - - - :- .� - LJS 2 4"1 7IICK 1 _ —. _ _, - p ...:354 _.--- -- _.._ - .__. _ _ —_ --- _ - _ 0(-0.227,N- - CLLJ LS-E +0.40% +0.40% NOTE "A" Ic LLS 352:. . +0.40F. .� + n ..................... ......... ..:. . )o`er t r- s / }I U4" HICK) I T — _ " — _ - o i. y _ 1 w 224" THICK --44_•89.20 N!OTE -_. / -__-- --+- a5` ___ ANCUT_ANO SEREMOVEF207 �F EAND GUTTER "k l/ Y,iSTING CUR - .__ /.(Y `\.--',,it tl ( _ Z _ I �_ I i 1 d E d -J - _ C: 'L �- CO --_ — ` /s 53 s1 s+4s�G,: i a 5a+aa as �, �I' _. Z �{8 4" THICK ---_ �.., `_ _._, -- — v " V FS Ri 1 Oa" HICK . 1 _... - ` / = w� -\. SAriCJT_AND RFUOV'-)2074 OF E%IETIf10 CURE AND~CUTTER J_+ r_-- \ 1' /; d - ` 0 T3 lYP v, PHASE 2- {+LSA \\ �. �J /1.5 �--_-- ! ( 1, •__- IL. B i LJS (PRIVATE PUBLIC I , I I 1 '� ,_J �ry\I'�`� TRACT 7245 ` T 18' bl '18 /' 5 az om'I SHELLEY ANNE a6 �¢ 26 ~a, �a pw ®<I g (---- II _ c9 J 4J O 0 O O` + O M M V :O J �O 'th .'f -h PBAY �-Y- .�-.} ,NuO vN vh v6 vlf: VG3l+:t- vN vQY v05 '..�lh -'pf N ) N I('Y V' +. tl .IA OV' OV Oe.i F Ori O._ Orli IN �O' Oh oN�.,x [yN NM NAY (SE:E SH._LT 15) Ny N�+ N,(3 rY, h iw , NK p`fiy V- �V ryW y4.Q �1[ 't hi Ml h! rhh �'N Mw wop +� +� +l +� +1 +`t T� +`E+� µ +1I +�I WINDERMERE `1'J �'J'. �I'J''. �LYJ �[YJ S1J 1"J hJl hJ WJI pJJJ.Y' JIQ STREET u3{{` L (PRIVATEPHASEA (EXISTING) g STREET) SHANOTLL H✓ RFYSEXSLNS LOCATION TANDE ELEVATIONINRFIELD, PRIOR TING DR' U ILINIES (ELECTRIC, GAS, CABLE, -0 CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES CONSTRUCT MIN. 0.20' A.C. PAVING OVER HORIZONTAL: : "=2' VERTICAL: 4"=2' MIN. 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1,00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY O=4 5 R=10 o�R rcw"'t 'om 4WLL2''-'NmS U owzgyyy� xocxoc wz<� � � J �yyd U w o~ fiv J+ - NO 4" CONTRACTOR SHALL VERIFY EXISTING _ORATION 39.27 ON OUR 39.22 ON CURVE J v= m n. J w n n J a ro W v o, °i F R AND FLEVA 7!ON IN IkID PRIOR NOTIFY ENGINEER IF IE"RE. ARE TO d,GNS1RUC110N AND ANY DISCREPANCIES 0 VJ LL + ov wn'Y of eco n i I -.W La JVI.v V n V n I"".0 VY J2',N A- M10 JK F Mn IN Q • "mY W'Y OO�i '� 'O ACJ'l h. o"J YJ Pn On + uro WLL a-'. - i>fJD nr` '+� 'UJ PJ'� KY' -Y., . M OTS ..('.�--t(3 (V 6NY - IN KY d- 0th.. Orl O@: N N NCI. M.I. Nh nV h 4 W W � J e � 1 ._ - c v 'i�r ..- ^r✓ r, _\ - 354. a. - W - - _ .- -a_ — - - - :- .� - �-£X,/STINu FtGrIi,SVE Ph'GFJLE, _ —. _ _, - p ...:354 _.--- -- _.._ - .__. _ _ —_ --- _ - _ 0(-0.227,N- - LS-E +0.40% +0.40% NOTE "A" 352:. . +0.40F. .� + n ..................... ......... ..:. . 3 _ 52 :_0.25% _ +J 40% al LO .. IL NE cr OE'"GN F WLlNF PRGF E W _1'25% -O.SY% }0:51% : : [J- in 3AWCUT AND REMOVE 207'4 OF EXISTING CURB AND GUTTER - 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 9.27• 39.27' NORTH FLOWLINE PROFILE .. ��"R �+^ �a `q x_ r ON ,.URJE ON CURVE a - m n W M - �r J o n O :_- Y n a. SCJ n O+Z M O- ��V N W HN com 4'N �+ m (.'l f rl �R I� Ir �!-- w� CC cb "�I,u fp b' [oftco F m m� t n II QY ^ U' W m [O A�'N;YW ®m �y U' F^..0 N �� rv� 4� .. aw Y1 O� Km U M M O m� h J W.n. � �FY J!q pn v� vIN Va 4i" O fp F dt9 009 00 Gh 76 n -002. OQ tJJ Nl M ^'Y OCn OC9 �0 ry 1 Oy..n h N'k KYN O I^ CSS .O'er UY O ,O IJi O7 [O HCl J J (C'S LLl 6q oQ d'N d'rv) �}d Oq,IY N y n M NPi. •--J �_.1 {jM + W V ,-:tY •- �'�.., C' M N + V u'1 LP {� _ t`1. m 1- nd' IN 06, Od' 4VY_ 00Y, N _ _ _ - Nd'� Nh - h m +.� m .gim h. . . . . . O.�'i NQ .Nd' Nd (V.- C>tP YY J. K5G .� . . . . . _ WlL tl'+[O N -"rA NJ IN + +a'-+ 354: H —0.40% -xi.nro F.raumFP nFr1F .:..... . .. . ..... ........:354 . ........... .......... ...... ....... .. .... .. ........... .........?.0,40%...t.................... 040% LgFE NoIE"a"...................................... 352: .. ... ... .. .... . ... ..... ..... .. '.. i'1%: 1 �^ a. LfIFSl6N ..... ..... :... ...:.. ........ ...... - :... :... :... :....... .......:...: ...352 .FLl7SYllAIF PROFILE _0259" +0.40% +0.40% :6.5.9 a•%t.12 SAWCUT AND .REMOVE 2071 O EXISTING CURB.ANG GUTTER 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 SOUTH FLOWLINE PROFILE o�R rcw"'t 'om 4WLL2''-'NmS U owzgyyy� xocxoc wz<� � � J �yyd U w o~ fiv i COB RECORDS No. DATE 410112016 PA JOB No. 3060C SHEET 6 OF 16 SHEETS 0 o . LOIL 1 < 0 VJ LL CL i M ■ Q • i COB RECORDS No. DATE 410112016 PA JOB No. 3060C SHEET 6 OF 16 SHEETS CONSTRUCTION NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD, DWG. ST -1. 0 CONS RUCT 5' 4446E STANDARD TYPE SIDEW.A K PER STD. DWG. ST -6 (SHAUED SIDEWA_R AREAS SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. [] CONSTR CT WHEELCHAIR RAMP PER CALTR.ANS REVISED STANDARD PLAN A88A CASE "A", e- e a ® CONSTRUCT 12 WIDE CROSS -GUT PER C.C.B.OCBS.'J DWG. _T .. CASED 09/7 SEE SHEET 2 (CONTRACTOR SHALL COMPACT AREA LNDER CROSS --GUTTERS AND ,A MINIMI M OE V EITHER SIDE TO 95% MAX DENSITY, TO A DFM TH OF 1') Q CONSTRUCT TYPE 'A CATCH BASIN PLR C.C.B. STD. DWG, NO. 0-14 I6 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. U 4' WIDE PRIVAIE SID WALK FASEMEiNI PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&WS) ® CONSTRUCT' 5' WIDE COMBINATION TYPE SIDFWALK PER STD. DWG. ST 5. FL FLOWLINE. STATION I_/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJU5' ALL EXISTING MANHOLES, CLEANOUIS, VALVE COVERS, MONUMENT ENCASEMENTS, FTC. TO FINISHED GRADE PER CI'Y STANDARDS. .ALL PLAN INEW STAT.DN'!NG IS BASED ON CENTERLINE DATA UNLESS CP-ERWISE NOTED. TEMPI (SEE ( {} INS -ALL HOLOPrtANE "GR.ANVI I PREMIER LED LUNAR (5 1 ED 4K 60'A' ARRAY} WITH 12 '. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED 8" C'..TY ENGINEER. �) CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.R. STD. DWG. ST -22. _i_ INS -ALL STREET NAME SIGN PER CITY STANDARDS. T 0 EXISTING SURVEY MONUI,ffN - PROTECT IN PLACE. (s) SEWER MANHPz -- PROPOSED SEWER MAIN Q SEWER CLEANOUT — PROPOSED' STORM DRAM CC) STORM DRAIN MANHOLE --- --- EXISTING SEWER MAIN -_- --= EXISTING STORM DRAIN STRE`T CEN�RLINF -�Li-- -- ��- STREET RIGH --OF WAY FX19 ANG EDGE OF PAVEMENT --- - RESIDENTIAL DRIVEWAY NOTE PROPOSED DRIVEWAYS WR L RE "CUT -IN" AT TIME OF BUfLDIND PERMIT AND SHA! L- BF_ CONSTRUCTED PER C.O.B. SI-. DWG. ST -7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION AND ENGINEERING DESIGN MANUAL SECTION 6.9.2.3. STREET SIGN NOTES - ¢- 1lvb..ALL .,1..._E, NAVE SIGN PER GO.B...,U. DWG. 7. -�* INSIALL MISCELLANEOUS SIGN PER, C.O.B. STD. DWG. T-2 STREET IQN QQUES (A) R'..--1 .- STOP SIGN (B,) R26(CA) NO PARKING ANYTIME CC 'W31(CA) END (ET) R4 7 ry _)VIDFD ROAD R''.1-2 ROAD 0:OSFD NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICAi-�D BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW (SEE SHEET 16 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) PHASE 1 ( ) LODEN DRIVE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=10 m 350 ...:...... 37+00 38+00 39+00 40+00 41+00 42+00 43+00 f NORTH FLOWLINE PROFILE ulm N o XIT 18 . m aU',nl� a u>n o<In +N + 354 A2....Q................},...................................... LL LL PTL' £-AT Cl -A, T, Kt/NrS - - - .354 352--. ... ....352 '"'--- �rDfSIGN FLOPWINE PPOFIZE - DESIGN FLOwlIVE PROFILE) 350 ........:...:.. :...:...:...:...:......:...:...:...:...:...:...:...:...:...........:...:...:...:...:...:...:...:...:...:...:350 37+00 38+00 39+00 40+00 41+00 42+00 43+00 SOUTH FLOWLINE PROFILE LIN; 4 HORIZONTAL: 1"=40' VERTICAL: 1"=2' CURVE TABLE - CORVn RADIUS LEP GTH _ D-LTP TANGENT_ M -i N cv CJ e." j U m C2 500.00"_ C3 518.00' 467-33' 435BS 5333'07' 48'1107' C4 33-00' C5 33.00' 16.24' 3584' _28'12'10" 521347 o i= p 200-75' 2735'.'14" 35,27'._ W LU W F z 6 a 1 CL •.... c ,r 354. -Z-m......... i` 354 ........ Imo' rn Y 7Ni Vr7 R „ ATr t ,TC. 4 352:. ... .:...:...:...: 352 _ .0.23% : -0.25% +0.35% . ` _ 0.259 LD£5YGPJ FLOPILIN£ PROFILE - - - :.. DESIGN FiOWLIN£ PROFILE 350 ...:...... 37+00 38+00 39+00 40+00 41+00 42+00 43+00 f NORTH FLOWLINE PROFILE ulm N o XIT 18 . m aU',nl� a u>n o<In +N + 354 A2....Q................},...................................... LL LL PTL' £-AT Cl -A, T, Kt/NrS - - - .354 352--. ... ....352 '"'--- �rDfSIGN FLOPWINE PPOFIZE - DESIGN FLOwlIVE PROFILE) 350 ........:...:.. :...:...:...:...:......:...:...:...:...:...:...:...:...:...........:...:...:...:...:...:...:...:...:...:...:350 37+00 38+00 39+00 40+00 41+00 42+00 43+00 SOUTH FLOWLINE PROFILE LIN; 4 HORIZONTAL: 1"=40' VERTICAL: 1"=2' CURVE TABLE - CORVn RADIUS LEP GTH _ D-LTP TANGENT_ C 485.00 437,74' 51'3"6'24" 234-98' C2 500.00"_ C3 518.00' 467-33' 435BS 5333'07' 48'1107' _ 252.30' C4 33-00' C5 33.00' 16.24' 3584' _28'12'10" 521347 -231.63'-- 8-29' 19,52' CB : 4200 200-75' 2735'.'14" 35,27'._ aLL w`o w � Fp.0 ma ww`n wmz`L.xa- mws;°fii�Wa a3 �Uj- ZU2 [Y�S{L�pWOU ruI- z✓+ �. C C O Gj U z wwd"a¢�zm us. ee ls--azwwa� sz t' �rsa��LL va'F. ga�oo..a+iiwz azd�a Mrd ¢v:o Usuz>w J 2 m U VI LLIKµ)�'��m LO �cppn.az.O �a olw 'z>o;rz xmrr. ` F�Ow.ZjOOm o0,3.a�P`a zod a�za�ww oc> < S 8 S J U~ S a Ona mraa I-: o x��ozzLL 6g LL uw W d O W LL �4UWv�mO W 6 T 2 G y w a UI a g4wpUOw�zO mSRf-ti(J� "1- (9[Rwx72G4UCY A o] m OO�OWL�ZO dm CI[r�-,WU?a l ldl G W S 0. 11 D L-2YfL IZ 1 -I -a n.FC)K46 d 0 ® M m UJI z E 7- �QyUJD V N C C9 <CD N IID p 0._ K 5 LID N M Z in o 5 N NM UJ W N a c�Oo 0 r 4Y. Lu 0 E- O �t I- � 1_ m w s W C. is C m ? w W '> g W LU W F z 6 a 1 n DATE 4701 12G 19 i PA JOB No. 30600 t1�13�1 TT OF 16_ SHEETS i �t 6 is 00 < CL •.... c ,r i` V ILL DATE 4701 12G 19 i PA JOB No. 30600 t1�13�1 TT OF 16_ SHEETS i CONSTRUCTION NOTES STREET SIGN NOTES CURVE 1AHLr oLL wOm e.,� E ^ u n n a Ru v - B �„ CURJE I RAuIUS JENG'H DE TA T/'.trGENT a w s 1 r CONSTRUCT 6" C!iRB CUTER PER C.U.B. STD I'A'N^, SI -1. {} IPJSi:ALL NOLO: HANE GRA Jb'ILLE" PREh,IE. LEL' LUNAR (5 LEU -4K 6UW A".:.A, } -�-- INSTALL STRt.ET NAME SIGN PER 0.�. STD. OR^. T-1. —,---- u z m t, z w F o WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY O1 ' 25.00 39.27' 90'00'00 25.00 2;i CONSTRUCT WIDE STANDARD TYPE SIDEWALK PER STD. DWG ST --6 (SHADED SIDEWALK AREAS -p- INSTALL MISCELLANEOUS SIGN PER C.O.B. STU. DING. T-2. c %m SHALL BE 6" TICK PER CITY STANDARDS) SEE SIDEWALK TICKNESS TABLE ON SHEET 2. ENGhNEEP, C2 I_25,00' 3.,, 3 8153'3' 2169' G O CONSTRUCT SURVEY MONUMENT INCAS: MENT PER C.O.H. STD. DWG. ST -22. STREET 519N QQDE5 C3 � 25.00' 42.46 97°19"9 28.42' xaz�ow T,_ 5 CONST JCf NHEEI_CHAIR RAMP PER CAI TRANS REVISED STANDARD PLAN A88A CASE A 4, " a, ""xWzw r- "< o 4- INSTALL STREET NAME SIGN PER CITY STANDARDS. (A) R1 -1 - STOP SIGN C4 51 6.37' 1$'46'06' 84.9 0 k G z C7 c CONSTRUCT 12' WIDE CROSS -GU' -TER PER C.O.B. STD. DWG. ST -9 DATED 09/14 -SEE SHEET 2 j CS MOD' 181.67' 20'49'04" I 91.85' _ W w 5 o o Z� a r,; z z (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER 0 EXISTING SURVEY MONiLMEN' PROTECT IN P ACE.� R26(CA) ^• NO PARKING ANYTIME I Cf 4$2AG' i 1-J5.1v' i 20'49'04"w_ s w "i i� � SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1') - - S r � W31(CA) ^ ""- a vM Q y 6 SEWER MANHOLE - PROPOSED EWER MAIN ND a y z w i 0 GONSTRJCT TYPE A CATCH BASIN PER C.O.B. STD. DWG. NC. ' 14 R4-7 - DIADED ROAD cn G t -) SEWER CNOUT - PROPOSED STORM DRAIN U1 ON.. f,2 CT c' " PE V MEDIAN CURB PER C.O.B 5i7. DWG ST -2. ._ (-,j R":1 --t" ,"ROAD -,:USED z "- w I ., Y O STORM DRAM) MANHOLE -- _XISTING SEWER .RAIN 4 5 6 E 6 Z Y w Q 4' WDE PRIV 'd SIDEWALK EASEMENT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R,Sl _ - w'`," '6a 8 � m n CONSTPuCT .. WIDE COMBINATION TYPE SIDEWALK �F "' STREET CENTERLINE ---------- FEE '=XISTING STORM DRAIN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTH:.R'WISE INDICATE:) z = s o N o"o "' IX ! N _R SID. DWG. ST -5. BY (CA). 'CA) INDICATES CALIFORNIA ^ODES. u' `�''' w a' 4' ow w ox i (%} 2 EXISTING EDGE OF PAVEMENT " m u r n o x u; rc; �,{ FL LOV/LIN SIAHON ---- STREET RIGHT-OF-WAY < fE m [N_Yf PAINT MEDIAN NOSE YFL OVi v s d o W o o@ LU /S '_ANDSC.4 7D AREA (SEE LANDSCAPE PLANS BY OTHERS) RESIDENTIAL DRIVEWAY NOTE oo>>-q 5o w v " (SEE SHEET 16 FOR SIGNAGF AND STRIPING NOTES AND SPECIFICAIIONS}} ` = = ADJUST Ali_ EXISi.NG MANHOI FS, CI_EANCUTS, VALVE COVERS, MONUMENTENCASEMENTS, ETC, T n \ 1PROPOSED DRIVEWAYS WILL . " UT IN' AT TIME A I BUILDING PERMIT AND SHALL BE z - '0 WISHED GRADE PER CITY STANDARDS' ti0N5TRUCTED PCR C.O.B. Sill DWG SI -7 AND LOL'h f --D ON LUT PER C.C.B. SUBDIVISION a'ii E 4 m - "' � o n ( W 4"? ALL PLAN VIEW STATIONING IS BASED ON CPATF,RLINE DATA UN,_ESS CTHFRWSE NOTED. AtJD ENfINFFR tJG RFSIC-A MANUAI SECT C?N 6.37.3. co zti?oW 4 — ¢wnz ,OGZLL OFa �¢w4ow �/ o "zzg�c z'2zLL LA. d w3y"�;anr3wu. g°'+e N [!tom x4a UCI20y in.% zaww �JqxHsc6iooIX. o -o �o (i`V)Wx�Z4G`p ~6 OAK LODENa�K _` Wo aoLLav�'R'wN c mm�:a H V` DRIVE H �a>� M[p^nn W uIVGW 2Q(n}4J tr"-,... r, ,._r..r -rvt II 'sl CSI <IT)IAe... Il of xx'2zxoKWZD PHASE 1 I ) MARIAN WAY CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. ORD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=10 10+00 11+00 12+ 2w 112i. u� 2I ®� NSA KC1'�.0 g m ml W _ . I. 4 . O O JPO . nw + 352:...' A: 4: Opj 4Jj � O VTC ai 352 U... . ... ....... . .... .. .......... . ... ... .. ...." ' D£J/QN FLOWL", Pii'OFLL£ : -0.621 ,35(7. . ---ro 10+00 11+00 12+ ... ................._O,3&%. .. . ... ... . . � FLQN2LN£ PRQF7L£� -0.36% ROSS GUTTER 13+00 14+00 15+00 WEST FLOWLINE PROFILE i J HORIZONTAL: 1"=40' VERTICAL: 1"=2' W M.......... . . . ...........:...:352 +0.25%... : . . ...... . . . .... . . .. . . 16+00 17+00 - i�II� ^hm -pV po. p. ori t__s,N zN a. YJ� C C? « W 'A m tOC C VFW C3 W O ... m� v��W N _ . 16 �o � J �� ; DN CURVE UL'l "CJ NSA ®Irl �WIEn. CJ . I. v f . V O . nw + 352:...' ... ................._O,3&%. .. . ... ... . . � FLQN2LN£ PRQF7L£� -0.36% ROSS GUTTER 13+00 14+00 15+00 WEST FLOWLINE PROFILE i J HORIZONTAL: 1"=40' VERTICAL: 1"=2' W M.......... . . . ...........:...:352 +0.25%... : . . ...... . . . .... . . .. . . 16+00 17+00 - i�II� ^hm -pV po. p. ori t__s,N zN a. YJ� C C? « W 'A m tOC C VFW C3 W O ... m� v��W N _ . 16 �o � J �� b:+ 2Ly CJ . I. 350. f 352 v:J6l . 35n - 36% 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 I COB RECORDS No. W (1 4 N P7 W V OC DATE 4)01120191 I!iLATHIMII 4I1i3i I (SHEET 8 ! OF 18 SHEETS I CONSTRUCTION NOTES 11 CONSTRUCT 6" CURB & GUTTER PER 40.8. STS, DWG. ST -1, ❑2 CONSTRUCT. 5' AIDE STANDARD TYPE SIDEWALK PER STD, DWG. ST -6 ,_HADED SIDEWALK AREAS SHALL BE 6' THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEEP 2 0331 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". CONSTRUCT 12' W:DE CROSS -GUTTER PER C.0.3 STD. DWG. ST -9 DATED 09/14 -SEE SHEET 2 (CONTRACTOR S -ALL COMPACT AREA UNDER CROSS GUTTERS AND A MINIMUM OF 1' EI HER SIDE TO 957 MAX. DENSITY, TO A DEPTH OF 1') E5 CONSTRUCT TYPE'A CA -CH BASIN PER. CU.S. STD. DWG. NO. D-14 C CONSTRUCT TYPE "M MED:iAN CURB PER C.O.P. STD. OWG. ST -2. (7'•' 4' WIDE PRIVATE SIDEWALK EASEMENT PER COVrNANTS, CONDITIONS k RESTRICTIONS (CC&R'S; [R, CONSTRUCT 5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -5. R FLOWLINE STATION L/S LANDSCAPE' AREA (SEE LANDSCAPE PLANS BY OIHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENGAGEMENTS, ETC. TO FINISHED GRADE PER CITY' STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. CHAPLIN PLACE (SEE SHEET 12) PREMIER (- Y INSTALL 110LOP1-IANE GRAN YILLE R .�bJER LED LUNAR 5 LED 4K 60VJ ARRA. O IMTH 12 FT. HAMIL TON ALUMINUM POLE OR EOUIVALENTAS APPROVED BY CITY NGNELR. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST 22. + iNSTALL STREET NAME SIGN PER CITY STANDARDS. Oi EXISTING SURVEY MONUMENT PROTECT N PLACE & SEWER MANHOLE -- --- PROPOSED SEWER MIAIN ;c) SEWER CLEANOUT PROPOSED STORM DRAIN UU STORM DRAIN MANHOLE --- - EXISDNC SEWER MAIN STREET CENTERLINE - EXISTING STORM DRAIN '-- �' ---- STREET RIGHT -GF -WAY EXISTING EDGE OF PAVEMENT ---- RESIDENTIAL DRIVEWAY NOTE PROPOSED DRIVEWAYS WILL BE'CUT-IN" AT TIME OF BUILDING PERMIT AND SHALL BE CONS'RUCTED PER C.O.B. STD DWG. SI -7 ANC LOCATED ON LOT PER r0-9. SUBDIVISION AND ENGINEERING DESIGN MANUAL. SECTION 5.9.2.3. STREET SIGN NOTES + iNSIA-L STREET NAME SIGN PER C,O.B. STD. DWG. T--1, - - INSTALL MISCELLANEOUS SL,^,N PER C.O.B. STD, DWG. T-2. STREET SIGN CODES CAD R1-1 - STOP SIGN CB j R26(CAj - NO PARKING ANYTIME U W31(CA) - EN^. G 34-7 - DIVIDED ROAD R1'-2 - ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OT,,ERW'ISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDIAN NOSE YELLOW SEE SHEET 16 FOR SIGNAGE .AND STRIPING NOTES AND SPECIFICATIONS CURVE TABLE CURVE RADIUS LENGTH I DELTA I T iNGEN`T Cl z5.00'39.27' U 9 •00'00" 25.00' - --- 2 ?86.00' 11.3T7' - °2G 26" 0.69' - L C3 500.00' 11.70' 1°20'26° 5.85' C4 514.00' 12.03' 1'20'26" 6.01' C5 ''.; 514.00' 5.35 ^'35'27" 2.67' C6 500.04 11.70' � C 76" _ _ C7 48600 s99'.._..-028'4" g o ...2.00' --. L_ C8 25.00' 58.95' 8915'21 24.68' C9 25.00' 39.65' 90 52 2" - Z. 38'_ O 514.00' 25.04' 24727" 12 a2' ni 500.00' 24.01 1405' IW _ -C12 486.00' 23.73 -- 74l'St"--1..87' --17 Cl3 25.00' 39.29' 90'02'22" 25.02' C14 '., 25.00' 39.25' 89.57''3" 24.98' ASHLYN DRIVE (SEE SHEET 10) MARIAN WAY HORIZONTAL: 1"=40' CONSTRUCT MIN. 0.24° A.C. PAVING OVER VERTICAL: 1"=2' MIN. 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD, COMPACTED TO 95% MAX. DENSITY T1=4.5 R=10 39.2CL17 _8.85 9.29' ON RVON RI_ GME -1 ON CURVE ON CGRVE. �, o w --�> N p w ^x ro m w,m r^°x m -. o uv yIx U W f. m lT• Ln U fA Tit O) y. SD b� O ma ONlT dNyj do paif7 !)lJl'`f�/Rl en .'� l '-1 / P O M M MM. . . %2 J/' A' .{l/ .'4F 1'�1 U IO 6N �6-I Ni N}.p M.O �: .�4 W ptt]� pN pw 4p Z_ 4 v s4 W tD I.I N1 352 W ... ........352 .:... I .:. .:. :. .:. .1.2+00 ........ I. .: +0.41%... 0.00% 350 }0 82%DESJGry FLaxKLNE PROFILE :.. 35Q e-... .. ..... �.FO.25% .. _ +0:25% . . 4-70.25-7+128 �n o . ... ....-0.25% ....: . .... .... ... ... ... r7 194 a.. W M .. .... .... . DF.StGN'FL ONPINE PROFILE =.9.a=' 3927. WEST FLOWLINE PROFILE +00 23+00 18+00 17+00 18+00 73.7' CROSGL R +00 21+00 22 20 9.27' DN CURU'c' ON ^URUE ON CURVE 3I ON C RVE ,.� rU cp Fes' tp0� t- m c0 y-IUi.I r ~6]N �twJ'N }+D P�_K ••CDt0�-CJ®Oft- OmW®W' KK< Y:M -__ pimp rem °nro-p°'m. m.„lpo r>, rn r9. Y/'NGl I/,✓/✓�Ttvr �l.. %FN, 1/V' i7rn"� oo�mESN QZ. :p _ O _ - _ �oO.ipM . . . . . . / - p .p.JJ p."{+4(l q-� d' .-O Wti .-SV ow p tP <V ,✓) .^ SNI 35+2. ..... .cN Nw.' ............352 . i. n GAN. ®156% .. - - .. E. IGLNRRGFKDN E0 62%k35Q 0---_ +0,25%.55' CROSS -' CUTTER ,. +5% + .2. 5% .2 . M .. . SO L DIkS✓GP✓ htOKINL PROVXLi v -i 16+00 17+00 18+00 19+00 ult 20+00 21+00 22+00 23+00 74 t' GRoss-GUTTER IEAST FLOWLINE PROFILE do �_.._._.. PgmoJ U M owl- o- az ww4 s llmmw Wwd ' Z d woo 6z .n yiszo�"zn 4Z[/IOW mmF Cfl ''oirGoo�=trite C7 'c uaws �mizzm L o Az } OR any�Gop's �zz '^i U rn 000��xxz d ZZ,ySVlYCC, � 0 `i `6z ( v N U_ viwo of �?ooyczizoo� C7 Y g o cj)Z O z � apo is a�yula a"1m W06 W v m aar Uwoza Z 0 o E5N C;3 zon c' .nacE n.w,i zc�a�u'`asj w W � dff az..- ao" �.z1. IL `n I rr '�sz<www- zJx ourczxF 4JQ�uUOa C�--O UN llx�2�NUG z'o Ei zw _>tn �qOZ}��mOm�I z _ w 'o2aLLZ=mmav� mwowz�zc¢� S-A-OI+_1-U Cl f1 v: /- - 7� V? /4 / �l"--- COB RECORDS No. 0 0 z 2 6 n a [RATE 4/01/20191 ' A JOB No. 3060C SHEET OF16 SHEETS a s s c�i z 2 6 n a [RATE 4/01/20191 ' A JOB No. 3060C SHEET OF16 SHEETS CONSTRUCTION NOTES CURVE TABLE OVER CURVE Cl STREET SIGN NOTES -� .... _ ® ____ ____ - -APPROXIMATE DAYLIGHT LINE ----------- 50C.00' CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST--i.O. 2 45 05° INSTALL 'TCL'O}HANE "GRANVILLE" PREMZR LED LUNAR (5 LEU -4K 60'N ARRAY) - i--- INSTALL STREE" NAME SIGN PER C.O.B. STD. DWG. T-1. --------/ -- ---- -- - ' '2 CONSTRUCT 5' WIDE. STANDARD TYPES''.OE4NALK PER STD. DWG. ST -6 SHADED SIDEWALK An[AS 90°0722" WITH 12 FT. HAMILTON ALUMINUM POLF OR �0''.iIVAI.F.NT AS APPROVED BY CITY -�- INSTALL MISCELLANEOUS SIGN PER C.O.B.STD. DING. T-2. 89'57'13" 24.98 CB 53...,0' _-_201,08' SHALL BE 6" THICK PER CITY STANDARDS' SEE SIDEWALKMICKNESS TABLE ON SHEET 2. 47`09'23" 27 V46' ENGINEER. ENCASEMENT PER C.O.B. STD. DWG. ST 22. STREET SIGN CODES 40 4 G LLo -�3�r�a"--' ,., o5 4 G Z 'A"., .^L CONSTRUCT SURVEY pA0Ni1MENT Wimi-.n�nd prc zxow�¢� T^ S' o v II U N Q�. IX7 x'. Or"C> M 2 OO �i , 31 CONSTRUCT WHEELCHAIR RAMP PER GALTRANS REVSFD STANDARD PLAN A88A CASE P mroi h.-! mm, he'•T aro 0 RI >v STOP SIGN 43Z� qw ¢Wr J� Z.26-z'Y��w Q� oo -'� veli owl"' t INSTALL STREE. NAME SIGN PER CITY STANDARDS. -1 01 N FAIL A wvfi' 14 CONSTNuCl 12' WIDE CROSS -GUTTER PER C.O.B, STD. DWG. Si -9 DATED 09/14 ( CONTRACTOR SHALL COMrAC1- AREA UNDER CROSS-GUFTRS AND A MINIMUM OF 1' EITHER O EX;STING SURVEY MONUMENT - PROTECT IN PLACE NJ� Ntil R26((;A) '- NO PARKING ANYINE I ;% yes, �e�SYU �-�_, I c+o Nli SLUE 10 95% MAX. DENSITY, TO A DE:P'1! OF i' �� L5, - - _ SEWER HANHOLE. - PROPOSED SEWER MAIN � W31(CA) >~ END I I .-/ ,) �1 ���,e ^TO 0.25% Wg h f� CONSTRvCT 'YP� A CATCH BASIN P'R C.0.8. 7C. DVtG. N0. D-1< � STORM CLEANOUT � R4-/ •� DIVIDED ROAD � a�. G !0, __ -. ---_ _.._ __ .. .... -._ .... y P I � CONSTRUCT 'Y M9 M_OIAN CURS PE " PER C.O.B.FJ DWG. ST 2. 0 __ STORM DRAIN MANHOLE. -- EXISTING SEWER MAIN <� I P,11 2 ry ROAD C: OS11 E �;,�G ft -_-_ --_ __-_ I 4 WIDE PRIVATE SIUt W.,._{ E:ASEP.IEN1 PER CGVE\AN'. S, CONDI TONS & RE3TRICiIOPJS (r':;&R'S/ (> ---------- EXISTING STORM DRAIN NOTE: SIGN CODES ARE Ft J'_RA_ CODES UNLESS 01HERWISE INDICATED I \Q '•„•1,� YN I i _ -_ CONSTRUCT 5' 4MDE COMBINAT•,ON TYPE SIDEWNLK PtR STD. D'vVG. ST -5. ____-_ STt?E.Ef CF,:N IERL!NE e` _y- - BY FCAi. CALIFORNIA�. (CA) INDICATES J^CUES. I i ,.. 4., O.z�% --- L FL FL.OVdLIN1_ STATION _ _ - _ STREET RIGHT OF WAY EXISTING :. J r 4Y PAINT MEDIAN NOSE YE.L'I-OW --. _-___ _ of INLCK FQ m N /s SFF !.H DSCA%=- PIANSBY O'I-;ERS LANDSCAPED AREA (S7 N , -._-_ _ RESIDENTIAL DRIVEWAY NOTE !1=5" . + - // F.r. r�:n. d.. G AD U T A;..L EXISTING MANHOLES, Cl' ANCLITS, 'VALVE COVERS, MONUMENT ENCASITMEN-S, ETC. TO FINISHED GRADE PER GT( STANDARDS. All PIAN VIEW STATIONING IS RASFD ON CFNTFRLINF DATA UN FSS OTaFRWOSE NOTED. SEE (SEE SHEE! 16 FOR SIGNAGE AND SIRIPING NOTES AND SPECIFICATIONS) I �� -- - -- -- -- I I TEMPORARY PAVING SHALL. BE. 5 �N 6iw .y N O + 11 CURVE TABLE OVER CURVE Cl RADIUS 518.00`--- LENGTH 24.87' DELTA 2'45'05" TANGENT 12.44' G2 50C.00' 24.01' 2 45 05° 12.01 C3 48200' 23.15 2'45'05" 11.57` C4 25.00' 39.29' 90°0722" 25.02' C5 25 00' 39 25 89'57'13" 24.98 CB 53...,0' _-_201,08' 2716' 47`09'23" 27 V46' 14.40 3839 _ 5 �N 6iw .y N O + 11 _. (MIN.) 2 THICKA. C PAVING OVER 44 43 6' NAT ORD. COMPA„ED TO 95% I TEMPORARY T!JRNAROUNC REL, DENSITY WITH A 6" AC DIKE I I EASEMENT IN FAVOR OF THE AROUND THE CUL --DE SAC PER I I CITY OF BAKERSFIELD PER C.O.B. STD. DWG, T-24. N N I DOC. NO. O() ff CO O.R. (SEE SHEET 9) c ---- A ------------ TEMPORARY TURNAROUND DETAIL 6W /p j�y Z ,C 10 SCALE 1"=30' a 40 4 G LLo -�3�r�a"--' of 39 m o5 4 G Z Z (D¢�wwGo¢ KJ O D_ [ifa 0r" Wimi-.n�nd prc zxow�¢� T^ S' o v II U N Q�. IX7 x'. Or"C> 5 �N 6iw .y N O + 11 --_1.82.38 I! Ii J L/S L `-1216 THICK L ----------- I ---------- n PARCEL B s PARCEL MERGER 18-0163 0 46 $7 lJ 2525=44.H7 1--. -(7- -- _ _ .L/S - - - _ _ -- -- i-- - - �: N89'7948'W 2 24+290'1, C2) \24+t3�6., 588°34'44'F , =27 . A _ ._ ____ CJ�./ -- ---'.�- _ I 26 ( 26- f m e 11' 5' 14 4 5' '1 i I I N 30 31 N - MARIAN 45 44 43 i { 0W 1 L WAY CC LY wf ¢cirxw-0Lm a z�hmc�.. w z Li I nN N cq N N 42 41 M O() aCJ CO (SEE SHEET 9) c + = + .6 6W /p j�y Z ,C nz,GZ.""w �}.arOU sSi¢ 0.'1-mG N a 40 4 G LLo -�3�r�a"--' of 39 m o5 4 G Z Z (D¢�wwGo¢ KJ O D_ [ifa 0r" Wimi-.n�nd prc zxow�¢� T^ S' o v II U N Q�. IX7 x'. Or"C> M 2 OO �i , h eP! mo! O P mroi h.-! mm, he'•T aro �I'� In Py tJ w 43Z� qw ¢Wr J� Z.26-z'Y��w Q� oo -'� veli owl"' ac+o N oo W ami 01 N FAIL A wvfi' mu: n ,aj so woo M. . . . . . . . . . NJ� Ntil .'J. NJ Nw! ¢1J Nti'. c+o Nli 0 _moi on YN SNI6_N' ��­I2J6-IICn'.__ __ --. _-___ _ J..__. INLCK FQ m N -._-_ _ __. _.-. !1=5" --_1.82.38 I! 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GRD, COMPACTED TO 95% MAX. DENSITY TI=4:5 R=10 OQ 0 Q+ N rof I^ J N Or 4 + N 38 37 N N N N -I- -- /-122)6' THICK I IN r \ X F �1 .__ - - -.__tip -- -- --- --C� 9 .___ _ - - _. 4- ..__.___ a N89'1wiew 29 L7 I 13C+C0.69 ) t `HICK LZ - �-176" THICK + m + 33 m 34 „ 35 O Qm EL z �f1 CJ N or) +: + +' + +� I! n OI J J J Nli LL's la_ 11 1 1 1 1 II II I li I WINDERMERE STREET {EXISTING} a j N_ HORIZONTAL: 1"=40' VERTICAL: 1"=2' 0 0 GaUG wWON l"5 a i { 0W 1 IL Z N ITO ¢cirxw-0Lm a z�hmc�.. w z Li I�I� m Li cq ui-O Jsw P7 z� ��i, ciFGs y �¢��owc>nr ui CO Pn qJ c L.J 0 N u, W 4J Zi Gw OTIX /p j�y Z ,C nz,GZ.""w �}.arOU sSi¢ 0.'1-mG V> 0 x in wzW K N 4 G LLo -�3�r�a"--' „,� o5 4 G Z Z (D¢�wwGo¢ KJ O D_ [ifa 0r" Wimi-.n�nd prc zxow�¢� T^ S' o II U N Q�. IX7 x'. Or"C> M 2 OO �i , L 7 0 O r.' 01 vJ� �ZQU2f� `rte-�owa Ga�T'= 43Z� qw ¢Wr J� Z.26-z'Y��w Q� oo -'� veli owl"' ��"' N oo W ami o o T V n FFOYIL-GU I�K"'2 M. . . . . . . . . . . . . . . . . . . . .'J. L9 i!').Ni.M. - Otl? _moi on YN SNI6_N' FQ m N . + - // F.r. r�:n. d.. 354: 354 TEMPORARY 7URNAROUAID PROFL : : .. . ... . .. ... . .. ..... .. .. . . . .... .... . 0.351 . .. .. : .. . (TOPOF PA NEW _)VT . . . . + .259 p 1 - 0.25% L-DESiON FLOWLiNF PROF/LE 352, ...:.......................... .. ...DESIN FLOWLiNE PROFlLE�....... .........-fl.25%-..- .. ........+0:25%... +0.25%� -.........-........ .................... ..........: .:...........:...: :...:....352 ............................ ..............................................-..-...-...-..-.---.....-............--.-.....-------.-.....-.-.......-..-...............................-..----... 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 ....... 31+00 0 3929` 3.925' t NORTH FLOWLINE PROFILE j_ON CURVE' ON CURVi J Q p < >^a D-'�U ION^U rP F-Or%,F P��.;M it 17Kn TFC W 1''y^.a N�21I'1 �(J.N ull KC'^F-,h!+,-1O Qh �u �P. yaN UM IQ'Ol �mM F, W!M 1'dm rLL/ z 11 2 'J Q F^W CONN t[IN WN WIN m;N N W,..,N WIN F) N �mN L'.-tn 2M .. 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(TOP OF PAk5BFNT -0.25% . +0.25% : 352. - =Q-02 :� +0.2595% RO: WLNE PROFILE 352 . . . . ........ ...... .OESION FLJK#IF'PROFLEJ r.229,'"`•••bbb 9% . +0:25%+0.257 . k� 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 SOUTH FLOWLINE PROFILE 0 0 GaUG wWON l"5 a i { 0W 1 IL Z N ITO ¢cirxw-0Lm a z�hmc�.. w z Li I�I� m Li cq ui-O Jsw P7 z� ��i, ciFGs y �¢��owc>nr ui CO Pn qJ o�rW L.J 0 N u, W 4J Zi Gw OTIX /p j�y Z ,C nz,GZ.""w �}.arOU sSi¢ 0.'1-mG V> 0 x in wzW K N 4 G LLo -�3�r�a"--' „,� o5 4 G Z Z (D¢�wwGo¢ KJ O Zpp OiVI-00 ¢ [ifa 0r" Wimi-.n�nd prc zxow�¢� z m Ii ill in �s �zz?UdG Q CD L 7 0 O - 01 vJ� �ZQU2f� `rte-�owa Ga�T'= 43Z� qw ¢Wr J� Z.26-z'Y��w K�Oa. LC GJ2 WOE p7"WGU'?O'mKw T V W W U O W 2 Q u} W flu". FFOYIL-GU I�K"'2 3 i DATE 4101!2019 PA JOB 3080G SHEET 2 E.10 u COB RECORDS No. OF 16 SHEETS 0 w w o! I a i { 0W 1 IL Z Io - w z Li I�I� m Li 'l l < � 'al Rid i DATE 4101!2019 PA JOB 3080G SHEET 2 E.10 u COB RECORDS No. OF 16 SHEETS CONSTRUCTION NOTES of CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. L] CONSTRUCT 5' WIDE STANDARD TYPE SIDEWALK PER STD. DWG ST -6 (SHADED SIDEWALK AREAS rt _ _ ] a _ DS) . _ TABLE ON SHEET 7. SHALL RF 6 THICK PER CITY STANDAR./.. SEF 41DEUfAIK THICKNESS +A Q CONSIRUC, WH_ELCHAIF RAM: PER CAL BANS REVISED SIANDARD PLAIN A88A CASE "A'. ® CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B.STD. DWG. ST -9 DATED 09/14 -SEE SHEET 2 ,CONTRACTORSHALL COMPACT ARF UNDER CROSS CUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 957 VAX. DENSITY, TO A DEPTH OE 1') I5 CONSTRUCT TYPE '.A' CATCH BASIN PER C.O.B. SID. DWG. NO. D-14 Lj CONSTRUv TYPE "MI" MEDIAN CURB PER C.O.B. STD. DWG, ST -2. 0 4' WIDE PRIVATE SIDEWAIK FASFM_NT PER COVENANTS, CONDITIONS & RESTRICTIONS (CC&R'S') D8 CONSTRUCT 5' WIDE COMBINATION TYPE SIDFWAI.K PER STD. DING, ST -5. FL FLOWILNE STATION L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OIHERS) ADJUST ALL 'EXISTING MANHOLES, CLEANOUTS, VALE COVERS, MONUMENT ENCASEMENTS, =.TC. TO FINISHED GRADE PER CII} STANDARDS. AIL PLAN V{EW STATIONING IS BASED ON CFN'}RiJNE DA"A. UNLESS OTHERWISE NODD. �y INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 dD-4K ROW ARRAY) 'NI IN 12 FT. HAMILTON ALUMINUM POLE OR EOUIVALENT AS .APPROVED BY CITY ENCINEER. (�} I CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.D.B. S.D. DWG. ST -22. 4- INSTALL STREET NAME SIGN PSR CITY STANDARDS. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. C SEWER MANHOLE --- PROPOSED SEWER MAIN JSEWER CLEANOJT -- PROPOSED STORM DRAIN U STORM DRAIN P"IANHOLE -- -- EXIST INC SEWER MAIN --- S"REET CENTER] INE _= EXISTING STORM DRAIN --- STREET RIGHT -CF -'WAY--- EXISTING EDGE OF PAVEMENT RESIDENTIAL DRIVEWAY NO'T'E !PROPOSED DRIVEWAYS WILL BE "CUT -IN' AT TIME OF BUl ,ING PERMIT AND SPAII. BE I CONSTRUCTED PER C.O.B. STD. DOC. ST -7 AND LOCATED ON LOT PER C.O.B. SUBDIVISION AlD ENGINEERING DESIGN MANUAL SECTION 6.9.2.3. 5TREE1 51QN NOTES $ INSTALL STREET NAME SIGN PER C.O.B. STD. DWG. T-`' s INSTALL MISCBAANEOUS SIGN PER C.O.B. STD. DWG. T-2. STREET SIGN CODES (A) Rt -1 - STOP SIGN M R26(CA) - NO PARKING ANYTIME 'A'31(CA) - END (_ R4--7 - DIMMER ROAD (E 1 R11-2 - ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. NYI. PAINT MEDIAN NOSE YELLOW (SEE SHEET 16 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) 352:...:...:.1..:...:...: PHASE 1 ( ) CELESTINE LANE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=10 I� 39 VE 3L 9.27' - T ON CURVE � � ON CURVE <o I,.i ,ru�.ocJ {o u! In �w:w Wim. _Fa n N_. 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HORIZONTAL: 1"=40' VERTICAL: 1"=2' II rl II I I t III 1 I I' Ill II it I 111 I Iii I 1 I SII I I 9 II I II III I I t: til II I I I 'I li, I I I 1 11 II I I1 I I 1 1 II II I I 1 II I I i t II I I i I', 1 1 I I I 111 I I I II I I Li I i {Il I I I ' 1 I \n I, I YYY II 1 I'� I iI Ii I I VIII � II Il I I I II 1 It I t i i li i I I t I I 101 P I ' III II II � I Il I II 1�, I I 11'.I I I 11 �SI 1 1 1 1 I I I II 1 1 L 11 1 { 1 11 1 I 1 IV I 1 1 1 1 1 S T 1 I' I l 1( 1 II III til li WINDERMERE STREET (EXISTING) .. ..... ..`.. wu .... .... .. a .: .. .. U �n li m rem 15.JV `J.b7 z a Lt 33.00 I. 27.16' 47'09 73 14.40 z� N LL K c ;n u CS -L 47 OC' 701.08' 274 8 4&" 38.90 Olt UO-'�."JK '-]_42.0_.1 -•wl- az nwyw ¢rcu�°i��owi= 350: ..:. .: ns' �a'x. o�'oow�s Wz - l0 J to 1� 4 +:p.76%'+0.31% l() ,&0 OL p 4 w U + 9+ 00 / 10+00 /or].aouco-'i. 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C4 33.00 I. 27.16' 47'09 73 14.40 z� N LL K c ;n u CS -L 47 OC' 701.08' 274 8 4&" 38.90 Olt UO-'�."JK '-]_42.0_.1 -•wl- az nwyw ¢rcu�°i��owi= 350: ..:. .: ns' �a'x. o�'oow�s Wz J to 1� 4 +:p.76%'+0.31% O Z ,&0 OL p 4 w U '!fi 9+ 00 / 10+00 /or].aouco-'i. 12+00 13+00 1.4+00� qw.}orc..mo 16+00 a ]Li + als-xoiU]='oom W goso �y�o z> i'Fouowar•oa (�1�/ ;lj6UduILLN�"'�C _._ pKzdWOw�u�',� Fvzowao c~Gi=�u jy,hZ WV �Z(n J)U w Qw'JUwpO�uLL. d�N7=(VwCn sCJ °'"RTR I �Cnw JO ' a a�V NNW=VZ4e1V6 a/ �OTV VfLLiS�LLIW- ¢ K�O"'IXwQ"'-Zc ON CURVE' n ¢:rd ww��Uro ... oWloM oam S W WVGW zam}/n c3'..,..,.m II rl II I I t III 1 I I' Ill II it I 111 I Iii I 1 I SII I I 9 II I II III I I t: til II I I I 'I li, I I I 1 11 II I I1 I I 1 1 II II I I 1 II I I i t II I I i I', 1 1 I I I 111 I I I II I I Li I i {Il I I I ' 1 I \n I, I YYY II 1 I'� I iI Ii I I VIII � II Il I I I II 1 It I t i i li i I I t I I 101 P I ' III II II � I Il I II 1�, I I 11'.I I I 11 �SI 1 1 1 1 I I I II 1 1 L 11 1 { 1 11 1 I 1 IV I 1 1 1 1 1 S T 1 I' I l 1( 1 II III til li WINDERMERE STREET (EXISTING) .. ..... ..`.. 2 M1i. 43(J.. ��` .... .... .. .,....,ro .. ... .. f. --- --4.25%.. .: .. .. 0 Oi � �-b 0 � I O m Q uM �.. _ .... .. _ .� .. ... : CU£S1Gh' F10WL1N£ RR✓FDL£ ... .. .. ... ... ... .. .. ... . . \ —. -- -- D€SIGX FLOWLINE PROFILE'' `Q.25% "Q7&9, 350: ..:. .: _ J to 1� 4 +:p.76%'+0.31% OJ CJI 0V' '!fi 9+ 00 / 10+00 11+00 12+00 13+00 1.4+00� 15+00 16+00 17+00 ]Li + 18+0 0 W (�1�/ I°LOWLINE PROFILE _._ _1i� _}ye] _ -t _.� CURVE °'"RTR I g a/ f4� �.1 CN ON CURVE' ............ .......... ... S a;ilry c3'..,..,.m Fr1 rt1=2 FG�i U N V�N FV F2 N 0 �^_tl m cJ v) 4 (n hN t�0 c0'o m;Ifr] U CV 10 0 0. Oi� z Il . .Oµ - - - - - :...:...:...:352 ...:...:..: ..:350 19+00 nS3 2 M1i. 43(J.. ��` SV N1D- ®� O m Q uM .•-., + * :.gl W + —. -- -- m 354... + _ J to 1� 4 Otn OJ CJI 0V' '!fi ]Li + J_- -. W 'i- _._ _1i� _}ye] _ -t _.� .f. f4� �.1 ............ .......... ... 0 0 /Y 354 352:...:.. . ..:... 52 ... _ .+0;35% .-.05% . . . . . . . . . . .}.0.3 .3 . . FOWNEPROFyrE25q D,-SI01FLOMNE RROF LEI -0.25% +0311 350 . ... ..... .: ................ .-...............-......- 350 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH FLOWLINE PROFILE v• ;wIflll;I�lyl� I w O J! 2- i In; TUI 12 DATE 4J011201� I PA JOB No. 3060C 1SHEET ,A 1 OF 16 SHEETS CONSTRUCTION NOTES STREET SIGN NOTES CURVE TABLE u' C CONSTRUCT 6" CURB & GUTTER PER CAB. STD. D'lr0, ST -1. O' INSTALL HOLOPHANF "GRA^dVILL E" PP,EMIER LED LUNAR (5 LF..D--4K 60P1 ARRAY) INSTALL STREET' NAME SIGN PER C.G.B. SfD. DWG. T-1. CURVE RADIUS LENGI}i DELTA TnyGEdT " o o W o a CONSTRUCT v WIDE STANDARD TYPE SIDEWALK _ R SID. DWG. 'T--6 SHADED SIDEWALK AREAS W.TH 12 FT. 'HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY Cl 1 25.00' 39.27' 90'00'00 25.D0 r u ,„_L Z o D2 S ( ENGINEER -"m- INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2 CZ 33.00' 27.16' 4T09"L3" 14.4G W W'o EV u o c m SHALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. rc E © CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C,Q.B. STD. DWG, ST -22. STREET SIGN CODES � C3 42.00° 201.08' 274'18 46" 38.95 °- $ a z m o w m x o 0i E CONSTRUCT 'WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN .A88A CASE "A". �`� �I C4 i 37.00' 12 86 19'55 t1 6.50' m 6 F W o z 1 m rr, l � {,� s I C4; CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B.STD. CWC. ST -9 DATED 09/14 -S:EE SHEET 2 T INSTALL STREET NAME SIGN PER CITY STANDARDS. (A j RI S -OP SIGNr.- o m k C5 SG.t10' 172.06' 123'13'35"148.04' �Z, rc " $ z ui Z ' ' R26(CA) - NO PARKING ANYTIME ACE. C6-. 1 37 00' --.-. 55,52 8558 22 34 ^9 m "-' (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A hHNIMUh1 OF 1' EITFER ,�°+ EX -STING SURVEY Ir`OFJUMENT - PROTECT IN %_ - ...- ' sWo w z u,�u LID SIDE TO 95% MAX. DENSTY, TO A DEPTH OF t') ) SEWER MANHOLE — — PROPOS, D SEWER MAIN W61(GA)� ENC � q �'- z a o o LL 3 1 ®+• > C) C CONS- OCT TYPE A CA -CH BASIN PER C.O.B. STD. D'vVG. NC. D-14 _ <' 7} R4 7 DPODED ROAD rr a o'� o m m as _ C`) SEWER C:_"_ANOU -- _ PROPOS D STORM DRAIN a o e k = Z Z) = ( T _ ] 2. e R11-2 .. ROAD CLOSED ?? v c z '- a iq N X F CONSTRUCT TYPE M" MEDIAN CURB PER C.0.B STD. DWG. S7- -- EXISTING SEWER MAIN a o " I 17:. 4' tNIDE. PRIVA,}. SIDEWALK EASEMENT PER COVENANTS, TS, CONDI iIGNS &RESTRICTIONS (CC&R'S) vT' STORM DRAIN MANHOLE - T- wyoc) c z ! Qj in LL EXISTING STORM DRAIN NOTE: SIGN CODES ARE FEDERAL CO`,7S UNLESS OTHERWISE INDICATED CONST OCT 5' WIDE COMP,INATION TYPE SIDEWALK PER STD. DWG. ST -5. - STREET CENTERLINE C S.� moc. ❑ j Y FL FLOWLINE STATOR ---- STREET RIGHT-OF-WAY - EXISTING EUGE OF PAVEMENT BY (OA}. (CA,} INDICATES CALIFORNIA CODES c 5 �' z x v o I pC m PJY PAINT MEDIAN NOSE YELL'JVr ,n -_ o y s Z _ m �^ W L,TS LANDSCAPED ,AREA (SSPE LANDSCAPE PLANS BY 0"HERS) RESIDENTIAL DRIVEWAY NOTE / o o } a � a o z � < I Z W o ADJUST ALL EXIST -NG MANHOLES, CLF_ANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. o T"- (SEL SHEET 16 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICAIIGNS) zroc'n ¢co n -0 FINtStiED GRA ER CIT" STANDARDS. PROPOSED DI :VEWAYS WILL BE "CUT -.N" AT TIME OF BUILDING PERMIT AND SHALL BE c rc xc. o,r 3 (J) N P'' CONSTRUCTE`' PER C.O.B. STD. DWG. S 1 AND LOCATED ON LOT PER C.O.B. SUBDIVISION z o w w w n o z a i Z ALL PLAN VIEW STAICNING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. AND ENGINEERING DESIGN MANUAL SECTION 6.9.23. ox....otE? <a t L1.I W By <ozro }� fl Zmi1-j4J vlU j IL4a O W=nW WWCWLL C t.�m Wz�z<�Gry �6SU41Wx �W � C K'Ywtu2w Cm mwOyj-Uv.�?p¢m Y YN'�'J IX IA YS II.�JWG'S`s c II V N Z �n h S O . _� �� Nim._......... +.� - J C',,, OJ JRlrp J 352: . PHASE (PRIVATE ST ) CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.75' CRUSHED AGGREGATE BASE OVER MIN, 190' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T1=4.5 R=10 A � b ENJJiU AJ YE A Ll`bvC' 'O W W 1 M I HORIZONTAL: 1"=40' VERTICAL: 1"=2' .....:...: ..:...:...:...:...:...a...:... 352 350. -V:35i 50 _o.2s;. +0.25% ... . +. 3 OESION FLOWLINE PROFILE _ 0:2 . % '0 S79`O +0.51% +0.25% `LIES/GN FLOW/N£ PROFILE 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1+00 19+00 I.39aZ_ : 39.21° NORTH FLOWLINE PROFILE l 1 0 II VIZ] ^F-IN^i- u5^W' N CGIN R r --- `Y CS 'ti F` I 4Y I m R' Oj '� U @ _ -j. -.__.. �J . . . . . . . ..- .M LL ^. 352. .: .I:...........' ...:.. ....:...:.......:.. ..',. .:.........' 350: . . . . ....... .. DESIGN FLOWLINE "PROFILE 9+00 10+00 11+00 ................................ 12+00 13+00 ON CURVE 350 f?ESION� fLOrfLINE PROFILE .... 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH FLOWLINE PROFILE Ill n I DATE 4/01/2015 I PA JOB No. _ 3060C 111SHEET r I E I :I COB RECORDS No. OF 16 SHEETS QQN5iRuQpQN NQTES Lj WW 9 RIM1Wr 0r•1-'. 711 CONSTRUCT 6" '1 IRS &. -,UTTER PER C.O.B. SIT,. DWG. ST --t. G CONSTRUCT 5' V4IDE SI- DARD TYPE SIDEWALK PER SSD. DWG. SL 6 (SHADED SIDEWALK AREAS SMALL BE 6" THICK PER CITY STANDARDS) SEE SIDEWALK THICKNESS TABLE ON SHEET 2. 5t CONSTRUCT WHEELCHAIR RAMP PER CALTRANS RE14SED STANDARD PLAN A88A CASE "A". n CONSTRUCT 1WIDE CROSS -GUTTER PER C.O.B. STD. DWG. ST -9 DATED 09/14- -SEE SHEET 2 (CONTRAC OR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF V ETHER SIDE TO 95% MAX. DENS11 ,, TO A DEPIN OF 1') 51 CONSTRUCT TYPE 'A CATCH BASIN PFR C.O.B. STD DWG. NO. D-14 E81 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B.Si D. DWG. SI 2. -I. 4' IMIDE PRIVATE SIDEWALK EASEMENT PER COVENANTS, CONDIT{ONS &- RESTRICTIONS (CC&R'S) 8' CONSTRUCT 5' 'NIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -5. FL. FLOWLINE STATION - L/S LANDSCAPED .AREA (SEE LANDSCAPE PLANS BY OTHERS) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. it FINISHED GRACE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. <> INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K NOW ARRAY) TABLE DELTA WITH 12 FT. '�-AMILTON Al MINUM POLE OR EQUIVALENT AS APPROVED BY CITY Z Y. CC bN ENGINEER. C9 n C+3 CONSTRUCT SURVEY MONUMENT ::NCAS=MEN'T PER C.O.B. SID. DWG. S1--22. 1 i INSTALL STREET NAME SIGN PER CITY STANDARDS. NN 0 EXISTING SURVEY MONUhSENT PROTEC A PLACE_. is7 SEWER MANHOLE PROPOSED SEWER MAIN �c) SEWEP. CLEANOUT PROPOSED STORM 'RAIN (`); STORM DRAIN MANHOLE EXISTING SEINER MAIN -- STREET CENTERLINE - -.. EXISTING STORM DRAIN �� - =n EXISTING EDGL OF PAVEMEN I' --- STREET RIGHT-OF-WAY .. - : -Al_ RESIDENTIAL DRIVEWAY NOTE PROPOSED D R.VEWAYS WL BE U1' -N A- TIME OF B I L D I N 0 RERM17 AND SHALL BE CON_TR:CTE3 PER C.Q.B. SID A= S 7 AND LOCATED ON LOT PER CO.B- SUBDIVISION AND ENGINEERING DESIGN MANUAL SECTION 6.9.2.3. l /j/ DRILLEXISTING ` \. _ S - o L/S (NOT A PART) (J1 / 8 4°THICK �I� it j j I 1 ((C7j alp-1D+6Q.00 N69'51`07 F ! h ri1... r3�y 11+61 23 'I_ N$9'51'07"E 1 \ / - �I`Il, l m �.- l`. �[8 14" THICK - -L/S - - I / /r `'---216TPICK �I 1 9l' 17 1`; 8 mJ xJ CO OUPI s mi a V O Z O O V IGNT) O V Q¢ 0, 'U ( R 1 o L,s nl �m �N $"-m rm SEt .pm NT+ lNj0 Nom# nN wm M O y�jG �t moi- N{rn-i- Q + + +- 4_ fy r LL .-Lr rti �Li PHASE 2 (PRIVATE STREET) SERENADE DWV'E CONSTRUCT MIN. 0.20° A.C. PAVING OVER MIN. 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=10 v STREET SIGN NOTES + INSTAi_L STREFT NAME SIGN PER C.O.B. STD. DWG. T --i. INSTALL MISCELLANEOUS SIGX PER C.O.B. STD. DWC. T-2. STREET SIGN CODES R1-1 - STOP SIGN G R26(CA) NO PARKING ANYTIME (C.} W3',CA) - 7N) DD R4-7 .. DIVIDED ROAD } R11-2 " ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA) (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDAN NOSE YELLOW (SEE SHEET 16 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) L/s B 8 HICK(�5) /L 114+2751 /g-1 J 1a � � J CURVE LENGTH TABLE DELTA _. _. TrNGENT -0.62%.... Z Y. CC bN "iU C9 n O V G m U V O W `R J ¢ a �M NN aW q�`+r i�JN Ort in N c0 h 1/ 10.. ? % O 259 4124' n 27.05' CS :...:.. - + _ 8,95' �� ry .".".. :. ..-0.25%." 6'56'07" :.. .:... .. - : -Al_ �Jn,6 10+00 HORIZONTAL: 1"=40' VERTICAL 1"=2° W 28.39' 5+00 Q r + 36.56' 354. 22.42' Ci0 514.00 ✓ f'. ii( [ 543'13" 25.68' C11-- ' C12 500 00' 482.00'__--21.21 84.45' L J C13.. 488.00' 10.00' W' FLOWLINE PROFILE --j4 ON CJRV N a d _.. CN CUR'vVE rON CURVE 1 z a a SSI" ON CURVE m'I. mss xm:n maN�m�mm" ur II J ¢ V Il a. + II ar I- ,: .nl + + 'N [V N N �,o - Z:, Z- + rM..� ..........� ��I tA, pJ Rln.ONa .a N [Y l.•r W NJ N N N N D_' 6Qii `n .N:4) J p. oV'iN cylo 2 M,.O.r � W tD o-�N? .Q CD {J ii C'i Ql :^ M. �� � ptf>rv� QCJM O a � Z Z ci rn 7 N 6 5 4- GL`-: fl J: O� - pM'tO q4 h {. "+ ax N m 0 pp /j/ DRILLEXISTING ` \. _ S - o L/S (NOT A PART) (J1 / 8 4°THICK �I� it j j I 1 ((C7j alp-1D+6Q.00 N69'51`07 F ! h ri1... r3�y 11+61 23 'I_ N$9'51'07"E 1 \ / - �I`Il, l m �.- l`. �[8 14" THICK - -L/S - - I / /r `'---216TPICK �I 1 9l' 17 1`; 8 mJ xJ CO OUPI s mi a V O Z O O V IGNT) O V Q¢ 0, 'U ( R 1 o L,s nl �m �N $"-m rm SEt .pm NT+ lNj0 Nom# nN wm M O y�jG �t moi- N{rn-i- Q + + +- 4_ fy r LL .-Lr rti �Li PHASE 2 (PRIVATE STREET) SERENADE DWV'E CONSTRUCT MIN. 0.20° A.C. PAVING OVER MIN. 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=10 v STREET SIGN NOTES + INSTAi_L STREFT NAME SIGN PER C.O.B. STD. DWG. T --i. INSTALL MISCELLANEOUS SIGX PER C.O.B. STD. DWC. T-2. STREET SIGN CODES R1-1 - STOP SIGN G R26(CA) NO PARKING ANYTIME (C.} W3',CA) - 7N) DD R4-7 .. DIVIDED ROAD } R11-2 " ROAD CLOSED NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA) (CA) INDICATES CALIFORNIA CODES. NY PAINT MEDAN NOSE YELLOW (SEE SHEET 16 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICATIONS) L/s B 8 HICK(�5) /L 114+2751 /g-1 J 1a � � J CURVE LENGTH TABLE DELTA _. _. TrNGENT -0.62%.... Z Y. CC bN "iU C9 n O V G m U V O W `R J ¢ a �M NN aW q�`+r i�JN Ort in N c0 h 1/ 10.. ? % O 259 4124' 94'30'51" 27.05' CS :...:.. - + _ 8,95' �� ry .".".. :. ..-0.25%." 6'56'07" :.. .:... .. - : -Al_ �Jn,6 10+00 HORIZONTAL: 1"=40' VERTICAL 1"=2° 1I 1 1 I �i 354 352, ... . RADIUS CURVE LENGTH TABLE DELTA _. _. TrNGENT -0.62%.... Z Y. CC bN "iU C9 n c9 to c9 J (Z f� J O- `R J ¢ O;V ./wn NN aW q�`+r i�JN Ort 86°20'',12 2345' 1/ 10.. ? % O 259 4124' 94'30'51" 27.05' CS :...:.. - :. ..: ...: ...: ... ....:...: 8,95' N DESIGN. F10KIME R F11EJ. ..: : ...: .".".. :. ..-0.25%." 6'56'07" :.. .:... .. - : .n �Jn,6 10+00 1421_- M ---: W � W 28.39' 5+00 Q r + 36.56' 354. 22.42' Ci0 514.00 ✓ f'. ii( [ 543'13" 25.68' C11-- ' C12 500 00' 482.00'__--21.21 84.45' L 4232'__ 10.61' C13.. 488.00' 10.00' 37 7' 4124'._ NORTH FLOWLINE PROFILE --j4 ON CJRV 1I 1 1 I �i 354 352, ... . RADIUS CURVE LENGTH TABLE DELTA _. _. TrNGENT -0.62%.... 33.00' 27.16' 47'09'23" "440' 02 42.00' ........... 3 52 38.95' C3 25.00' 3',.07' 86°20'',12 2345' 1/ 10.. ? % O 259 4124' 94'30'51" 27.05' CS :...:.. - :. ..: ...: ...: ... ....:...: 8,95' C6 DESIGN. F10KIME R F11EJ. ..: : ...: .".".. :. ..-0.25%." 6'56'07" :.. .:... .. - : 9+00 28.42 10+00 1421_- ' C8 11+00 12+00 13+00 14+00 28.39' 5+00 25.00' 36.56' 83'4703" 22.42' Ci0 514.00 51.32' 543'13" 25.68' C11-- ' C12 500 00' 482.00'__--21.21 84.45' _9'4037" 2.31'16" 4232'__ 10.61' C13.. 488.00' 10.00' 37 7' 4124'._ NORTH FLOWLINE PROFILE --j4 ON CJRV a d _.. CN CUR'vVE rON CURVE 1 z a a SSI" ON CURVE m'I. mss xm:n maN�m�mm" ur II J ¢ V Il a. II I- .nl 'N [V N N �,o - rM..� ..........� ��I tA, pJ Rln.ONa .a N [Y l.•r W fin. W N N N N D_' Yl `n .N:4) p. oV'iN cylo 2 M,.O.r � 61 'G0 tD o-�N? .Q CD {J ii C'i Ql :^ M. �� � ptf>rv� QCJM O a � Z Z ci rn N . W!�. .. x GL`-: fl J: O� - pM'tO q4 h {. "+ N m 0 KJ 354: P,Li:;. _ �FNI : : _ : L -., i : : Sl i. r + r 4/0112019 pp I ...... + h 354. �,,,. �. PA JOB No. 3060C .- ..... I SHEET � .tJi - � .,, ;EA /�,"ILJ/4f - - . . -..354 0.35% ° - 0.35% ° 352* .......:...:. .... rES1GN FLON=/LlNE PROFILE -000%_,y --0.27 ° - 0.279 %ray, -i52 I : . 352:. ......: .. // OES/GN FL OWUNE, PROFILE) -0:35% 10+00 025% .-0.25%-0621-° B2% 11+00 12+00 13+00 :...:...:...:...:...:...:...:...:...:...:...:...: `Flr'. a 2�i.: �'M�'. W'4�+ ..: [?ES(GN fLQvii(NF.. PRDFlLEJ....:...:...:...:...:. : "--U;ZS o--�J.Bp% :......... .... 9+00 10+00 11+00 7&44 CRo_ss_- UT -Ti Rl -t 00 13+00 14+00 15+00 SOUTH FLOWLINE PROFILE I CURVE RADIUS CURVE LENGTH TABLE DELTA _. _. TrNGENT C1 33.00' 27.16' 47'09'23" "440' 02 42.00' 201.08' 274'18'46" 38.95' C3 25.00' 3',.07' 86°20'',12 2345' C4 25.00' 4124' 94'30'51" 27.05' CS 486.00' 17...o 0 2'06 '39" 8,95' C6 ..500.00' 60.52' 6'56'07" 30.30 C7 514.00' 28.42 3'10'C4" 1421_- ' C8 '.. 25.00 42.44' 97'16-22" 28.39' C9 25.00' 36.56' 83'4703" 22.42' Ci0 514.00 51.32' 543'13" 25.68' C11-- ' C12 500 00' 482.00'__--21.21 84.45' _9'4037" 2.31'16" 4232'__ 10.61' C13.. 488.00' 10.00' 1 1'10'27" 5.00' wu 2LJ V6 +` lJn /{C �m w WZLL SZ Z}ptt shFZ~ pu m . z r ¢ hoz w'v .�wbat'o Je?zm �s1o1--w�w�LLL �x 0in� ao6 __G2Fz Z­1�9-coo,w Y O V V V 4 V Z2K1 - iR t➢7U a�9 oy4a �o� n ziuyc, u>e Z O O�pn,uZpo 'Sso WI-�T T(JOUK 6. tJ4Nl 'I Z_p2. zow uwp¢o z¢ GaO�S?O Z. LL `ZUWI. ZG QZOLL w %S :ar`i�Uw UOwty AtIJ ')S 24�ZpO nix w�oaotT� r>aj �K6Kwi�S��� w}�O Z>(9 VJ f4 V� Om�OW�z�w`L' [y¢m xx?xro¢w z= ra4F � 4 � a PHASE 2 (PRIVATE STREET) _L_ HORIZONTAL: 1"=40' CONSTRUCT MIN. 0.20' A.C. PAVING OVER VERTICAL: 1"=2' MIN. 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.6 R=10 3767' o ON CURVE a a v r- a_;m nr eo �!- Lr, -'•<> _•, sur s - r v Q ' !crie O� N `L r') J�� lxl h W tV W�Cy -M ti -m [N W;eV ,pro 4J qy OC!'?4 'p. Q 1 Qw!'r C'J. n. . Ifo 356 .: Qi .. _ : oS Q�j .......:.. o� .:. a ....� .. 356 J Q . W O O Ji O G hEa. tSJ - ar - LI M tl O LCI N. (. UJI -1 I. w: 354.1 nslr a...........- .. ), 54 m 111cn 352: ..:�.:...:.......:...:. _ 1 0 Df .... ?. .:.. :...: ..:...:.. 17 5 ' 78' 1'f5 -_-_ .. :...:... ... .:. 352 t ' R[yt 06 V` 6u �m O U GW o= Qa E LU DRIVE GW;, l CL ^ }M% o 0+ `•�' 1� M pN m m MW (SEE LEFT)1 'Ri ml ifJ+ 1 N� t4 1 ff� VJ i W N� ^ r V) WEST FLOWLINE PROFILE, PHASE 2 (PRIVATE STREET) _L_ HORIZONTAL: 1"=40' CONSTRUCT MIN. 0.20' A.C. PAVING OVER VERTICAL: 1"=2' MIN. 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.6 R=10 3767' o ON CURVE a a v r- a_;m nr eo �!- Lr, -'•<> _•, sur s - r v Q ' !crie O� N `L r') J�� lxl h W tV W�Cy -M ti -m [N W;eV ,pro 4J qy OC!'?4 'p. Q 1 Qw!'r C'J. n. . Ifo 356 .: Qi .. _ : oS Q�j .......:.. o� .:. a ....� .. 356 J Q . W O O Ji O G hEa. tSJ - ar - LI M tl O LCI N. (. UJI -1 I. w: 354.1 nslr a...........- .. ), 54 m 111cn 352: ..:�.:...:.......:...:. Df .... ?. .:.. :...: ..:...:.. GJIo .. '0751 .. :...:... ... .:. 352 10+00 11+00 12+00 13+00 14+00 WEST FLOWLINE PROFILE, 2:__. V --j4 ON CJRV c a II LJ z a a SSI" mss xm:n maN�m�mm" ur s ao a. I mG M 'N [V N N �,o - rM..� ..........� ��I Rln.ONa .a .................. .. .N:4) p. oV'iN Vol WS NLLj N-40 cF 356 o"I �E, �m 356 . W!�. .. ... GL`-: fl J: O� - pM'tO q4 h Z 0 354: P,Li:;. _ �FNI : : _ : L -., i : : : : : : 354 = DATE 4/0112019 I ...... PA JOB No. 3060C I SHEET - :...:.. . . . 0.35% ° - 352* .......:...:. .... rES1GN FLON=/LlNE PROFILE - - --0.27 ° - 0.279 %ray, -i52 14 10+00 11+00 12+00 13+00 1 17�' p , , x.14+00 I EAST FLOWLINE PROFILE COB RECORDS No. OF 16 SHEETS CONSTRUCTION NOTES tE P z STREET SIGN NOTES 1 CONSTRUCT & CORB & GUTTER PER C.O.B. STD. DWG. ST -t. -p INSTALL HOLOPHANE "GRANVILL.E" PREMIER LED LUNAR (5 LED -4K 66W ARRAY) INSTALL STREET NAME SIGN PER C.0-13. STD. DWG. T --1- E2, CONSTRUCT 5 WIDE STANDARD RPE SIDEWALK PER STD. DWG. ST -5 (SHADED SIDEWALK AREAS 'prn WTH 12 7T. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY -� INSTALL MISCELLANEOUS SIGN PER C.O.B. STD. DWG. T-2. M1 SHALL BE 6' THICK PER CITY STANDARDS] SEL SIDEWALK OICKNFSS TA91 f ON SHFF1 2. 22 23 ENGINEER. + O ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. Sl -22. STREET SIGN CODES Lj CONSTRUCT'WHEELCHAIR RAMP PER CALTRANS Re VISED 91ANDARD PIAN A88A CASE °n . p 1� OW x_25 wr hr )La a T 4 INSTALL SrREET NAPE SIGN PER CITY SIANJA.RDS. 0. R1-1 'v STOP SIGN Q (_4'I CONSTRUCT 12' WIDE CROSS -GLITTER PER C.O.B. STD, DWG. ST -9 DATED 09/14 -SEE SHEET 2 54&'0' 72.38' 734'05' 36.24' (CONTRACTOR SHALL COMPACT AREA UNDER CROSS CURERS AN:^, A MINIMUld OF V EITHER. 0 EXISTING SURVEY MONUMENT - PROTECT 14 PLACE. ', 5_i R26(CA) - NO PARKING ANY'TIM.E 43.50' SDE TO 959 MAX. DENSTY, TO A DEPTH OF 1') i SEh'ER, MANHOLE ----- PROPOSED SEWER MAIN C -r-> WR(CA) - END W �+ N CONSTRUCT TYPE '4 CRTC -1 BASIN PER C.O.B. r D. UuVG '�C l;"-14 + > C R4-7 �- DIVIDED ROAD 61 axl V SEWER CLEANOUT--- PROPOSED STORM DRAIN �N r±')FSt CONSTRUCT TYPE °h.' MEDIAN CURB PER C.O.U.STD. DWG. S'T--2. d ,- fl R11-2 - ROAD C_OSED U STORM DRAIN MANHOLE - EXISTING SEWS MAIN ♦. mmM1 4' WIDE PRIVA �F. SIDF'4AI f. FASEfiFNT PEP, COVENANTS, COL' & RESTRICTIONS (CC&R'S) "r1 r + .�Or __ —EXISTING STORM DRAIN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHER'W'ISE INDICATED MtJii3 TYPE PER T CONSTRUCT 5' WIDE COMBINATION T,PE SIDEWALK R S.D. DWG. ST -5. STREET CENTERLINE 'L-- BY (CA.). (CA; INDICATES CALIFORNIA CODES v _O }I vttY U) - - EXISTING EDGE OF PAVEMENT - FL FLOWLINE STATION -------- m� STREET RIGHT-OF-WAY Fw PAINT MEDIAN NOSE YELLOW L/S ': ANDSCA-D AREA (SEE LANDSCAPE PLANS BY OTHERS; ( RESIDENTIAL DRIVEWAY NOTE I... 61 ADJUST AL1. EXISTING MANHCLFS CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. `0 INISFiED GRADE f _R CIT" STANDARDS. ALL PLAN VIEW STA ITCHING IS BASED ON CENTERLINE DATA UNLESS O,HF.RWISE NOTED. IM PROPOSED PARK SITE (UNDER CONSTRUCTION) A -1 PROPOSED DRIVEWAYS WILL BE CUT IN AT TIME OF BUILDING PERMIT AND SHAD DE ONSIRUCIET" PER C.QB, SIDDWG Si 7 AND LOCAL ON LOTPER O.CB. SUBDMSIO AND ENGINEERING DESIGN MANUAL SLTION 6.9.23. (SEE SHEET 16 FOR SIGNAGE AND STRIPING NOTES AND SPECIFICAIIONS) V II U dro' o�W6i 1m o m oa - P- Ci 'f M1mU= �UIi PHASE 2 PHASE 1 WP o�ouoro pEo oN o Qct, ot2 ow om, DRIVE r6 NPd_'-Ir (SCE 19 18 -FeT "!m)rNh<t4 ' mmhzd.t rQ IW4nJ.-I oo Qn 7. o0II z+ �lo 4Z-/+`7 +: i�oc.i �rta; ''.. N NN N� 3 .FMm i'1 mQl Vim} V} '2, 2 ro m� r roW 4 'V-1 �J 1 W! W I I +i 3�lYP� u' 1 2-] 8 THICK i i ( 1 `- / k\ 1 7 6' TICK 7 S I _;+,i_529'31'54"E� _ �,`le 529'31 5"t n _ / _ F C /, _12+84.66 t _Q -_" �-"'' 1 1 --- ---- -- a tE P z ' 21 m U / ,_I Owl MJI 'prn 27.16 47 47-09'23" M1 may' 22 23 : + O NO 3656'_--8)4703"-__22A2 Q Im- _ �o p 1� OW x_25 wr hr )La a 542 DO 6 84- _ a 43 22 6" THICK PHASES 1-& 2 (PRIVATE ) SHELLEY ANNE WAY CONSTRUCT MIN. 0.20' A.G. PAVING OVER MIN, 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=10 I CURVE TABLE 0 RVI RADI:JS P z ' — TANGENT C1 26 / 9000'00" 2500' m UI � r+ 27.16 47 47-09'23" 14.40' C3 22 23 Q 24 Cm. Q UUO _-14 25.00' 3656'_--8)4703"-__22A2 Q Im- _ �o °nom 1� OW x_25 wr hr )La a 542 DO 6 84- _ a 43 22 3.42' _C6 54&'0' 72.38' 734'05' 36.24' -_-^7 530.00' 86.80'.. _ 923'01.° 43.50' I C9 512.00' 83.85 923'01.° W �+ N 16 + > + 61 axl } 1 v1- { vW �N r±')FSt N� CZ. d d �VJI +,ice ♦. mmM1 m "r1 r + .�Or .N-LJi- MtJii3 .'�-LJi M: �-'�' v _O }I vttY U) + mI m� m mCV dl' -x ( W(0 I... 61 P-Oo hi �x W LU 2 N on c? �woY z,z Twz�oC � Z Z n W z ow�-w~cozQ ouc>sa 352:. m p�zS iR x:i <iz V2 + woW wQ�E 352 PHASES 1-& 2 (PRIVATE ) SHELLEY ANNE WAY CONSTRUCT MIN. 0.20' A.G. PAVING OVER MIN, 0.75' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=10 I CURVE TABLE 0 RVI RADI:JS I LENGTH DELTA _ — TANGENT C1 25.0a' 39.27' 9000'00" 2500' 02 33 0a 27.16 47 47-09'23" 14.40' C3 42.00' 201.08' 274 9'46" 3h 95 _-14 25.00' 3656'_--8)4703"-__22A2 Q Im- _ C 75.07' 4Z44' 97 Fi 22 _ 28.39' _ 542 DO 6 84- _ a 43 22 3.42' _C6 54&'0' 72.38' 734'05' 36.24' -_-^7 530.00' 86.80'.. _ 923'01.° 43.50' I C9 512.00' 83.85 923'01.° 4202' PROPOSED TEMPORARY SUMP (SEE GRADING PLAN) 11I ;i ! (. 71 1-j-� ! LODEN j DRIVE (SEE SHEET 8) HORIZONTAL: 1"=40' VERTICAL: 1"-2' PHASE 2 PHASE'1 5C 34.22p IERTICAL CURVE GN CURVE 354. a V'IM1 U m I- O^t- n' J 2".t n' O:,O Q t W^ (y U.In LCI- J V :4i J m W J n t�^I- m J n Q _ .. ^U m 1, u%4 K W O U h } m 0. h'- U o I- d5 V } .- 1 2 tD^*- +t � 2. h^!C Ln J J rn r IO S d' h IYJK mtY J OJ J5' O ir7 :I[l r W' u> �. �,Q W Om O OJ �- W OJ Q m do. W9 CJV OWO .' m N Q Im- 'O W �: I- UJ rs L as r Gop �U ON.M.Q'd'M.t!')M� . W , Z � r46. I'Y O I'l �✓J + y : N m r W W Li 16 > + 61 axl } 1 v1- { vW �N r±')FSt N� CZ. �W �m �VJI +,ice ♦. m "r1 r + .�Or + D - + {v. M: } _O }I vttY U) + 354. VJ r4 ..,_.! [,/✓C 1 O :.. .- ., . r QN ..-. M1 tl.N tCJN h. hld'6. y)� N�izo ,.ry LL1 d' h IYJK mtY mmWI.J 'S I -- fit_ �J r , .. mJ; q,,.. �m as u> Gop �U uj Z -F. +.+ + y ^hKS N m r W W V? - > + axl ^ N N .yN tVN r±')FSt N� CZ. _ J..�VCZp m °a 'o C „xp'8 C%} � D - n zczn t7 m U) Z p yma a ¢ x�s mCV dl' -x ( W(0 a000m co3�d' �x W LU 2 N on c? �woY z,z Twz�oC � Z Z n z ow�-w~cozQ ouc>sa 352:. m p�zS iR x:i <iz V2 I woW wQ�E 352 O .:.. aL�W Q j .: -' Z2 ?�OwUOizo`- -035% (9Nw2�U''1�20 -0.00%�0.6i9.®13� �OS[J u)wzC4w : : -0.25%. / : :_0-259 ( +0.9G% maw"J-'oa�m DESIGN ..: ..-0.25—%—1.. ..:.�G.9G�: x�Ux OLL71 Kwz� .. ..:. . : ELOkIAE PROEILEJ.: 0.25% -+0.25% `OCSIGIJ FL 0WLIN£ FR&YF 350,". w p `4-+G 2b% G � o 10+00 11+00 13+00 14+00 15+00 W z Q ; � 12+00 Q! PHASE 2 PHASE 1 rc w 2 0 1 783 CROSS -GUTTER ( WEST FLOWLINE PROFILE J i ;_______._��%_.— VERTICAL CURVE '" ON CARVE Izw�. LU !w w ' LU h m [O W(J W [O VIJ c�QtJir .Wa�QrWNva NS h rn4,(Ur) r2IoO1[)f' TI. WNSLL+CWU}i"d�rVII) M.vNKoM1 Wo���4 .-.NlrnhNLLWi/ WLVm"' W)hLLY+. O�U . M- Mm�aclM1-i } } IW P !f( -,i cJi S G ✓% ll / (iiFlWf O n + cL ..W}mrdwr:' my m354 . -..-- _-- --� . W .354 _ -O +n+_O_ /// -+- Z 352. .I. ..... - 3 52 ..,,r^6 -0.35% 77 0.91% - 0.62% O?SIGN FLOWLINPPROFILf� 0. - 25% . +0 .259 - VDES1GrV: FLOWUNE PROFILE : 350...:.... ..:. .... ... .. ..: ..: .. ..:. .:...: ........5q. ...1..1:....350 10+00 11+00 12+00 13+00 14+00 15+00 EAST FLOWLINE PROFILE ". DATE 410112019 PA JOB Na_ 30600 o15 COB RECORDS No. AIF 16 SHEETS VJ wLL md6o wov 0 F ' m �! mmWI.J 'S I O 0 xW'.0 IE a tnz Lu ch au�zwueao as u> Gop �U uj Z ah: }— y "= N m r I W V? .00 z5-3 aa3=z�G� > U(D axl N� CZ. M J..�VCZp m °a 'o C „xp'8 C%} � D - n zczn t7 m U) Z p yma a ¢ x�s mCV dl' -x ( W(0 a000m co3�d' �x W LU 2 N on c? �woY z,z Twz�oC � Z Z n z ow�-w~cozQ ouc>sa w m p�zS iR x:i <iz V2 I woW wQ�E O aL�W Q Z2 ?�OwUOizo`- (9Nw2�U''1�20 �OS[J u)wzC4w Ho II maw"J-'oa�m Wpp W=KMY<-0 x�Ux OLL71 Kwz� i li I i w 0 �o G � o W 1 Q ; � Q! rc w 2 0 1 � J i Izw�. LU !w w ' LU ". DATE 410112019 PA JOB Na_ 30600 o15 COB RECORDS No. AIF 16 SHEETS VJ z 04 I Z Lu uj LJJ co0 ". DATE 410112019 PA JOB Na_ 30600 o15 COB RECORDS No. AIF 16 SHEETS l\tl�Allsl� 111\Fll�i'1���{'i �t9�l A\���l�l�ll\'I�Iw�l ll�C\���R 1. TRAFF;C STRIPING, PAVEMENT LFCENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MJTCD 2010 _DH ON, DATED JANUARY 21, 2010. 2. -PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFCATIONS FOR PUBLIC WORKS CONSTRUCTION (APWAA/AGC). 3 ALL CONTUC HNG MARKINGS SHALL. BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED 0, r AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBEAS`ED AREAS NOT COVERED BY OVERLAY OR SEAL COA1" SHAH BE FOG SEALED. 4 ALL SIGNING .AND TRAFFIC CON-ROL DURING CONSTRUCTION SHALL. BE PER THE CALIFORNIA MUTCD 2010 EDIT:ON, DATED JANJARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EO'JAL. 6. STRIPING AND SIGNING 30 BF_ DONE BY IN' CONTRACTOR AND IS SUBJF_CT TO APPROVAL BY THE CITY OF BAKERSFIELJ PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF INE STATE STANDARD SPEQHCATIONS EXCEPT WHERE NOTED OTHERWISE. 8. A PERMANENT STRIPING TC BE IHERMOPLASIIC PAWN PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9, ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARCINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR 10LANE WIDTHS SHOWN ON III PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DIE TO THE CONTRACTOR'S OPERATIONS SHAL'- BE REPLACED AT THE CONTRACTOR'S. EXPENSE. l xp R26(CA) a NO PARKING ANYITME RB' v BIKE LANE R3--7 RIGHT LANE MUST TURN RIGHT W74(CA)�HRU TRAFFIC MERG. LEFT 103A(CA) - RIGHT I..ANE TURNS RIGI-IT AHEAD NOTE: SIGN CODES ARE FEDERAL CODES UNLESS 071fiERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODS. .1. SIGN LEGEND PAVEMENT DELINEATION LEGEND U U z�nw zIT EXISTING SIGN TO REMAIN. INSTALL TRAFF i; STRIPE PER CALTRANS STANDARD PLAN NOS. A?_OA, m; x x a -a CDa -- A20B, AND AVOID. NUMBER IN�INDICATES DETAIL NO. ON INSTALL. NEW 1 POST 54GN. S 1 ANDARD PLAN. z r m a :/) c REMC'dF EXISTING STRIKING -� SIGN LOCATION LU z III �w�� z=�3w O r= RM EXISTING STRIPNG TO REMAIN j U yoo oy Ka000 ��:n 23 y y C INSTALL TYPE V(R) WHITE ARROW CENTERED IN LANE AS S OVJN. dzd ,C7 INSTALL TYPE V(L) WHITE ARROW CENTERED IN LANE AS SHOWN. ,©� a'z1n. S -asrc )) LOlWYWO>OS.Ti] ^^ Z iS INSTALL BIKE LANE SYMBOL w/PERSON AND ARROW PER CALTRANS W<o zz4 UJ A STD. DWG. A240 w'=; z� A��am � +6 M r�W 1 2x Wp46 00 Z d%Q ,VOTE: PRIOR TO PAVING, � HE DESIGN ENGINE.R FOR THE PRQ,tEC f SHALL � w F N W F M o a �- � C7 cn c� VERIFY OL`NnI..IONS REF4AINHE SAME .AS SHOWN IN Ti,E APPROVED PLANS. zowu w�.Ko zk W w m m SHOUiD CONDITAONS RIF CHANGED. A REVISED STRIPING PIAN SHAT I. BE aa�a a o¢ _ SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIORfO PAVING. m W K O m 4 a Z O� LL CL o Z�Oy Oa�g'�IT yi�F,r`owo.PO zN az<,ra® oieam axxR'W a �<oc ¢wn a L4pOP 40i m u4Uz��Dam ¢K W4iu iv_. W_ CE WHITE LANE (SECTION LINE) -------.--------------- ------ i30 vi 45 44 43 42 41 40 39 PHASE 1 WHITE LANF - n---- 84 I- X(olpw, WINDERMERE STREET (EXISTING) I, i ij I v i I i i i I I I i WNDERMERE STREET (EXISTING) ca –— - – Tw z _ z F—_ --- .-.. --.-- =Q V) VEXClXR7hW i.l 73V�--- COB RECORDS No. SHEET 16 OF 16 S9-TEETS