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HomeMy WebLinkAbout6.9-277ABBREVIATIONS LP T. ........ ANGLE POINT A.0 . ............. ASPHALTIC CONCRETE AGG. AGGREGATE B.C. ..... BEGIN CURVE B.F. ............. BOTTOM OF FOOTING B.V.C.- .... --- BEGIN VERTICAL CURVE B.WW. ............. BACK OF SIDEWALK C.B. ............. CATCH BASIN Q ... CENTERLINE CONC. ............. CONCRETE CONST .............. CONSTRUCT CLR ............. CLEARANCE C.P. ............. CONCRETE PIPE C.R. ............. CURB RETURN D. 1. .... ..... .- DROP INLET DET . ............. DETAIL E. ELECTRICAL ELEV. ............. ELEVATION E.0 . ............. END OF CURVE E.V.0. ............. END OF VERTICAL CURVE EXIST . ............. EXISTING (e} EXISTING E GEXISTING GRADE F.F. FINISHED FLOOR F.F.0C. ............. FRONT FACE OF CURB F.G. ....... FINISHED GRADE F.H.............. FIRE HYDRANT FL ...,... FLOW LINE FLG. .........I... FLANGE G. .... GAS G. B. GRADE BREAK GTV. GATE VALVE H.C. .......... HANDICAPPED HORIZ.............. HORIZONTAL H.P. ............ HIGH POINT INT . ............. INTERSECTION 1. E. ............. INVERT ELEVATION L ............. LENGTH -.F. ..........LINEAL FEET LP..........,. LOW POINT M.D.D .......... MAXIMUM DRY DENSITY LT. LEFT L. P. ......... LOW POINT M.H. .-........ MANHOLE P. ...PAD ELEVATION PCC ............. POINT OF COMPOUND CURVE. PI. ............. POINT OF INTERSECTION P.R.0C. .........POINT OF REVERSE CURVATURE P.V.0C. ....POLYVINYL CHLORIDE PIPE P.O. PUSH ON P.U.E. ............. PUBLIC UTILITY EASEMENT E ............ PROPERTY LINE Q10 .......... ... 10 -YEAR STORM FLOW Q100 ............. 100 -YEAR STORM FLOW (R) ......... RADIAL RR RADIUS REF . ............. REFERENCE R.C.P. ............. REINFORCED CONCRETE PIPE R.PP. ............ RADIUS POINT RT. ...........- RIGHT R/W ............. RIGHT OF WAY S .... SLOPE S.G. .... SUBGRADE S.S. ............. SANITARY SEWER S.W. ............. SIDEWALK STD. .... STANDARD SHT. ..... SHEET STA . ............. STATION S.D. ..... -.... STORM DRAIN T ............ TANGENT TELE . ............. TELEPHONE T.0 . ............. TOP OF CURB T.B. ............. THRUST BLOCK TOE ............. TOE OF SLOPE TOP ........... TOP OF SLOPE TYP. ............. TYPICAL V.0 . ............. VERTICAL CURVE V.P.I. ............. VERT. POINT OF INTERSECTION W ..........- WATER A ............I CURVE DELTA 6`11 VAGI 17d 31] 24 Hour Notice: Prior to the start of any phase of construction, the City Construction Inspection Section shall be given at least 24 hour notice. The section May be notified at (661)326-3049. Compaction test note- Compaction tests shall be the responsibility of the developer/ subdivider/ contractor. The number and location of required tests shall be determined by the City Engineer. 4. C4 DETAIL SHEET 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 the right of way and insurance as required shall be provided prior to insurance of a permit. 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 2% Alternatively, the City Engineer may approve curbing behind the sidewalk or other method to prevent erosion onto the sidewalk. 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. Underground Service Alert shall be contacted two (2) working days prior to construction. (1-800-612-2444) PRIVATE ADDRESS (NOT A TRACT) Any public facilities in the street right-of-way within the property frontage which are substandard or damaged will require reconstruction or repair as determined by the City Engineer. roc F - I VICINITY MAP: N.T,S, The GRADING PLAN as shown on this drawing is hereby apprdwed, subleottoany indicated conechons or additions. Approval byttro Public Works Depadmentanr nr'nvv pedtne 9lndicatndards.Coes and to design ante a sed a nr w rto na.: e m Gtv Standards. Codes and Onsnances- Eng nee, iw me auhtl v dwo,-leaelopet sh,greresponwbla faram.acy of al w mdsto, the pla, rld shall submit a eerlftd "8a graded' Pian alter completion of the gtamng, APPROVED BY: ��TO-�a-t P 9c Works Dep Data cal Building Deparhmtat Date 6yC��1a111��VUaI.� 1. Cl COVER SHEET ZOU 2. C2 GRADING PLAN 3. C3 UTILITY PLAN 0 4. C4 DETAIL SHEET cv 5. C5 STANDARD DETAILS #1 6, C6 STANDARD DETAILS #2 7. C7 EROSION CONTROL PLAN SITE AREA — 2.43 ACRES BENCHMARK: CITY BENCHMARK LOCATED AT THE INTERSECTION OF THE PROLOGATION OF THE SE LINE OF TM 5716 WITH THE CENTERLINE OF GRANITE FAALLSr(L,(' � WAS USED FOR VERTICAL DATUM. .tTdf EL: 387.49 FT (USGS) 2098 y C7F dAKERSPIEI D - �s nranc�n LEGAL DESCRIPTION: BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 29 SOUTH, RANGE 27 EAST, M.D.M., THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. BASIS OF BEARING THE BEARING OF N13'55'17"E ON LATTE LANE AS SHOWN ON PARCEL MAP NO. 11053 WAS USER AS THE BASIS OF BEARING SHOWN HEREON. SOIL REPORT GEOTECHNICAL ENGINEERING INVESTIGATION DONE BY KARZAN & ASSOCIATES, INC. KA PROJECT N0. 022-17102, DATED OCTOBER 23, 2017 REFERENCE DRAINAGE STUDY PROJECT SITE IS PROPOSED TO DRAIN TOWARDS EXISTING RETENTION BASIN ON NORTH OF SITE AS PER REFERENCE DRAINAGE STUDY FOR " PARCEL MAP 11053" PREPARED BY McINTOSH & ASSOCIATES AND APPROVED BY BAKERSFIELD PUBLIC WORKS DEPARTMENT ON NOVEMBER 08, 2004. OYER 1 ACRE If the project is subject to the provisions of the National Pollutant Discharge Elimination System (NPDES), a "Notice of Intent" (NOI) to comply with the terms of the Gerenal Permit to Discharge Storm Water Associated with Construction Activity (SWRCB ORDER NO. 2009-009—DWQ AS AMENDED BY ORDER 2010-0014—DWQ AND ORDER 2012-006—DWQ) must be filed with State Water Resources Control Board in Sacramento before the beginning of any construction activity. Compliance with the general permit requires that a Storm Water Pollution Prevention Plan (SWPPP) be prepared, continuously carried out, and always be available for public inspection during normal construction hours. Waste Discharge Identification (WDID) Number 5F15C36234 has been issued by the State Water Resources Board for this project. SOIL REPORT RECOMMENDATIONS .f 19rnits a mitt l:amis. a3rt+: 711e greund surface should slope away from building pad and paviathem goals toward appromiato dal p mints or other surface damage dovioce, In accosdeame with S min 1804 of the 2016 c a"Ad a a Building Code, it is rmom muscled that the tunnel surf tee ridismant: to limuda$ions be sloporl a minumna a 5 percent for a nommuaa disinuee of i 0 feet away froth structures, or to no approved Afteoreuver bearms of driuma Ff�A convoyame, Swalcs usatl for eUnveV„.inca; of Rrainaga alit oacatgal within 10 jbet of fpm rams should tie sloped a mininnun of 2 peowL Impervious surfaces, trach as panimptutt sual extafim Vdairtew flatwor&,. within 10 Are€ of building foundations should be sipped a minimum of i parcein away Anwar the strucutmn 'Drainage .gradients should be maintained to carry all uarDuap twiner Sts col. "tau fatdli#ser, and off -sits:. Thesegrade should be maautamed for the life of the pro7ot.:i. Slots or Ywivp holes should be Planed in drop, inlets or racer surFtax drabodo rpesipoes in pandNownt grow to allow fkee dramage of adiouung base course materials. Cutoff walla should be imbillod m pawwrint i0+a adjacent, to vehiro tar traffic auras; these e is should moseta€ to a amomma r depth of 12 Invites below pfire out subgratics to limit the amount of stsepage 'vat" that coat fivillhow dist parrialaosta. S1 gutrafl a°alis arc unsissirsb% sabgrade dnalns <tan i� e Sed. to frattsPort c�a w�cex asva} ,lmt phrow.ry In droisalp; iat9:civepwre, If eutoff walls uta be sutrccssfullY used W the sibs, urmstnuamn, of, subloaeie drains is cousidtered tome el sir y. - ... WDID # 5F15C383234 W LU V) De UJ Iris 0M DID 20 99 ZOU 00 o 0 UJ cv cv ♦l•j, o Z WLU LL .� < as '0 > 0Lot`° !-1 W p fes! LU LU > c UJ nomii r-. . W LU V) De UJ Iris 0M DID 20 99 g 6.9-277 J City Records 2,A J DATE: 06/26/2018 JOB: 16-20 DWG. BY: BB CHK. BY: DS Cl SHEET 1 OF 7 211 VA,Ov-f?Sa ZOU /Q o 0 UJ UWw Z WLU LL ® W fes! LU LU UJ 06 Q Cie m g 6.9-277 J City Records 2,A J DATE: 06/26/2018 JOB: 16-20 DWG. BY: BB CHK. BY: DS Cl SHEET 1 OF 7 211 VA,Ov-f?Sa ADJAC T /� 4. ZONI9AN FS f '�fj Vv1 4 �NG 39 / y � / // 39350 FS / 9 - SFoq°/3926 F 90Fi I / ADJACENT ZONING 92394..�O. as 42r , ss . 0 ti53t , ��. c o `A39070 39160 F./ �Og ✓ v�`3903 FL ` / fft / . 9050 t 65 S r 91 SUMP / "d 3957, / ADJA ZO s z zsfa / of 0. 391.315 .n9 ADJACENT41 ZONING / I / r P��� 920 P FG ?09 5 3gt.35 FF nJ 54 J 9�A4 a% �07 / 391.25 FG ?o Q 390:30 S 8 OA� `��`�� Q' `V 90. / � .. ✓ FS ,90 � �'V 3 r / ✓ "55 T 9. 390 � / f : ✓, ,.,, _.. . f -. .3� . / // S 2 t� 995.25 FG 7 `S- �� 38965 FS / 7 FG Gj 391.31 FG 391.31 FS 390.90' �"� h Q 1 2gyo p F 5 0090.45 3 / ''✓"�, �., 2 391 i 4° 9070 _ �' 0 389 45 F 9 39 �' o g 5 °.390 00 FS 7 P, VJ 0 p. S / l / ��� 38 AO 7 TC '9 ADJACENT �aa�so F 5 � �2Q o FS ZONING 36s. Fs "� -)- / 2 c.' c�1 36.0' .� 75,"S1.A _ 9 C, in, 0� SOIL REPORT GEOTECHNICAL ENGINEERING INVESTIGATION DONE BY KARZAN & ASSOCIATES, INC. KA PROJECT NO. 022-17102, DATED OCTOBER 23, 2017 N O T H REFERENCE DRAINAGE STUDY PROJECT SITE IS PROPOSED TO DRAIN TOWARDS EXISTING RETENTION BASIN ON NORTH OF SITE AS PER REFERENCE DRAINAGE STUDY FOR " PARCEL MAP 11053" PREPARED BY McINTOSH & ASSOCIATES AND APPROVED BY BAKERSFIELD PUBLIC WORKS DEPARTMENT ON NOVEMBER 08, 2004. CONSTRUCTION NOTES : 1 CONSTRUCT 0.50' THICK AND 0.50' HIGH(ABOVE PAVING) A TYPE CONCRETE CURB CONSTRUCT ONSITE HANDICAP RAMP - - - 3 REMOVE EXISTING CURB & GUTTER - -- - - a NOT USED 5 CONSTRUCT 4.0' WIDE ONSITE CONCRETE SWALE PER DETAIL NO, 5 ON C4 SHEET 6 CONSTRUCT CURB AND GUTTER PER STD. DETAIL NO. ST - 1 TYPE B ON C5 SHEET 7 CONSTRUCT 5.0' WIDE CONCRETE ON-SITE SIDEWALK ---- --- -- 8 CONSTRUCT 2.5" AC OVER 5" TYPE II AGGREGATE BASE (95% COMPACTION) OVER A COMPACTED SUBGRADE OF 12" (90% COMPACTION) FOR A TRAFFIC INDEX OF 5.0. / Q9 CONSTRUCT 12.0' WIDE COMMERCIAL DRIVE APPROACH PER STD. DETAIL NO. ST -3 ON C5 SHEET'✓ ® REMOVE AND RECONSTRUCT PAVEMENT. NOTE: USE ONE OF THE FOLLOWING ;HATCHED EXISTING PAVEMENT, ENGINEER & INSPECTOR TO VERIFY" OR APER PAVEMENT PATCH PER STD. DETAIL NO ST -11 ON C5 SHEET" CONSTRUCT OFFSITE SIDEWALK (5'- 6" WIDE) -- - - -- © NOT USED ® TRASH ENCLOSURE AS PER ARCHITECTURAL PLANS - - -- ® REMOVE EXISTING FENCE --- -- - - ® CONSTRUCT HANDICAP RAMP PER STANDARD DETAIL NO. ST -10 ON C5 SHEET T 2? o 9 no ib3 g 39038 1c, 391 30.56 i �F A. 38973 9100 9W 7 I S r ,y, 51 ?� / " "e ♦ , 3 89.90 F SA FL - ♦ '\ 3v� 1 1 0 65 0 74 ADJACENT f` % t I r,, r "% 1• ' i V A '�'� �� x 4`z MMCAN VICINITY MAP: N.T.S. WASH J� f Y 3A 'All J Z U...._.. DRIVEWAY APPROACH DETAILQ SCALE 1" = 10' Lu I l LEGEND: U O W - - - - EASEMENT LINE Z ly m ♦ GRADE BREAK ,12.4;` EP XISTIC E }-1 �}"?H[ (l1 t PJA']0'd W N O - SAWCUT LINE L XSTh FLOW LI(` E' TI t ® W (� PROPOSED EDGE OF PAVEMENT (? `' %•��'� RI -1'i "ROUND E� ,!.`.TION cq -SD- STORM DRAIN PIPE 12,1- 0A :IS III ^ DF ,,_T ELEVATION W �--- ---- PROPERTY LINE 1 a� E -7T 7 OF 11PB ELEbA K < CID Q CENTER LINE 9 T ., EY(S (N CPI -IAL SONIC. _�✓ATION m -x-x- CHAIN LINK FENCE/ n -JE EXISTIvC S TOF -0 CRAN UNE v ® HANDICAP ACCESSIBLE ROUTELXIS ` 4G x EF UN 01% FLOW DIRECTION & PERCENT (1'b E.15 iv A. 7;3A DRAIN M<HOLE 12.35 FF FINISHED FLOOR ELEVATION c Exl`-I'dG Pv ER PO; E v - FVI' I'd } l(t 12.35 Cl CENTER LINE ELEVATION ,? E IS -INC, C J7 A R 12.35 TC TOP OF CURB ELEVATION 12.35 FL FLOW LINE ELEVATION NY f C 1IC' ['4G (" 2` ,Y ct.NT 12.35 FS FINISHED SURFACE ELEVATION I2= CE -XISFIf G CATCH S/nSN ELEVATION RIM EL[,VA 12.35 FG FINISHED GRADE ELEVATION 12.35 HP HIGH POINT ELEVATION ` 12.35 EP EDGE OF PAVEMENT ELEVATION CG & SW CURB GUTTER AND SIDEWALK �88� LIMIT OF GRADING EASEMENT NOTES X101 AQ 100' WIDE SOUTHERN CALIFORNIA EDISON COMPANY TOWER LINE EASEMENT PER BK. 33021, PG. S. 919 AND AMENDED PER BK. 6153, PG 1689 AND CONVEYED TO PACIFIC GAS & ELECTRIC COMPANY PER BK. 5089, PG. 2430 ALL OF O.R. 'w E .06/30/2019 , © 110' WIDE PACIFIC GAS & ELECTRIC COMPANY TOWER LINE EASEMENT PER BK. 3302, PG. 69 AND Cl \N, \Q, AMENDED PER BK 6153. PG. 1682 AND RE-RECORDED PER BK. 6171, PG. 1210 ALL OF O.R. q� © 20' WIDE PACIFIC GAS & ELECTRIC COMPANY PILELINE EASEMENT PER DOC. NO. 0199069073 O.R. 20' WIDE PRIVATE ACCESS EASEMENT TO SUMP PER P.M. 11053, P.M. BK, 53, PGS 180-183 DATE: 06/26/2018 JOB: 16-20 DWG. BY: BB GRAPHIC SCALE CHK. BY: DS C2 ( IN FEET) 1 INCH = 30 ft. 6.9-277 SHEET WDID # 5F15C383234 City Records No. 2 OF 7 c�1 h .� C, 0� �LU LU flb m > f��ef w 0 h U �1 .Oa J� f Y 3A 'All J Z U...._.. DRIVEWAY APPROACH DETAILQ SCALE 1" = 10' Lu I l LEGEND: U O W - - - - EASEMENT LINE Z ly m ♦ GRADE BREAK ,12.4;` EP XISTIC E }-1 �}"?H[ (l1 t PJA']0'd W N O - SAWCUT LINE L XSTh FLOW LI(` E' TI t ® W (� PROPOSED EDGE OF PAVEMENT (? `' %•��'� RI -1'i "ROUND E� ,!.`.TION cq -SD- STORM DRAIN PIPE 12,1- 0A :IS III ^ DF ,,_T ELEVATION W �--- ---- PROPERTY LINE 1 a� E -7T 7 OF 11PB ELEbA K < CID Q CENTER LINE 9 T ., EY(S (N CPI -IAL SONIC. _�✓ATION m -x-x- CHAIN LINK FENCE/ n -JE EXISTIvC S TOF -0 CRAN UNE v ® HANDICAP ACCESSIBLE ROUTELXIS ` 4G x EF UN 01% FLOW DIRECTION & PERCENT (1'b E.15 iv A. 7;3A DRAIN M<HOLE 12.35 FF FINISHED FLOOR ELEVATION c Exl`-I'dG Pv ER PO; E v - FVI' I'd } l(t 12.35 Cl CENTER LINE ELEVATION ,? E IS -INC, C J7 A R 12.35 TC TOP OF CURB ELEVATION 12.35 FL FLOW LINE ELEVATION NY f C 1IC' ['4G (" 2` ,Y ct.NT 12.35 FS FINISHED SURFACE ELEVATION I2= CE -XISFIf G CATCH S/nSN ELEVATION RIM EL[,VA 12.35 FG FINISHED GRADE ELEVATION 12.35 HP HIGH POINT ELEVATION ` 12.35 EP EDGE OF PAVEMENT ELEVATION CG & SW CURB GUTTER AND SIDEWALK �88� LIMIT OF GRADING EASEMENT NOTES X101 AQ 100' WIDE SOUTHERN CALIFORNIA EDISON COMPANY TOWER LINE EASEMENT PER BK. 33021, PG. S. 919 AND AMENDED PER BK. 6153, PG 1689 AND CONVEYED TO PACIFIC GAS & ELECTRIC COMPANY PER BK. 5089, PG. 2430 ALL OF O.R. 'w E .06/30/2019 , © 110' WIDE PACIFIC GAS & ELECTRIC COMPANY TOWER LINE EASEMENT PER BK. 3302, PG. 69 AND Cl \N, \Q, AMENDED PER BK 6153. PG. 1682 AND RE-RECORDED PER BK. 6171, PG. 1210 ALL OF O.R. q� © 20' WIDE PACIFIC GAS & ELECTRIC COMPANY PILELINE EASEMENT PER DOC. NO. 0199069073 O.R. 20' WIDE PRIVATE ACCESS EASEMENT TO SUMP PER P.M. 11053, P.M. BK, 53, PGS 180-183 DATE: 06/26/2018 JOB: 16-20 DWG. BY: BB GRAPHIC SCALE CHK. BY: DS C2 ( IN FEET) 1 INCH = 30 ft. 6.9-277 SHEET WDID # 5F15C383234 City Records No. 2 OF 7 FA 0. _ 10 ffillll JIl lE IF H Fz H ll�kj c H 0 ]�T 1--i Ji BENCHMARK: MARK LOCATED AT THE IN OF THE PROLOGATION LINE OF TM 5716 WITH :LINE OF GRANITE FAALLS -OR VERTICAL DATUM. DESCRIPTION- )RTION OF THE SOUTHEAST F SECTION 20, TOWNSHIP 29 NGE 27 EAST, M.D.M., THE CITY OF D, COUNTY OF KERN, STATE OF OF BEARING IG OF N13'55'17"E ON LATTE LANE ON PARCEL MAP N0. 11053 WAS -IE BASIS OF BEARING SHOWN N O T" CK�7��! Y:��1�71 Y [UQ�►CU1 V �y VICINITY MAP: N.T.S. CONNECT 6' PROPOSED SEWER LINE TO EH. 8' SEWER ONE BY Y CONNECTION AS PER DETAIL NO. SW -1 ON C6 SHEET INSTALL 3" DOMESTIC WATER CONNECTION PER STD. DETAIL NO. W-9 ON C6 SHEET INSTALL 8" FIRE WATER CONNECTION PER STD. DETAIL NO. W-18 ON C6 SHEET INSTALL 8" PVC C-900 WATER LINE --- --- ---- INSTALL 8" 90' BEND ..... ------- INSTALL 8"x8"x8" TEE - -- --- -- - -- INSTALL 8"x6"x8" TEE- ---- INSTALL 6" PVC C900 WATER LINE- ------ INSTALL - -- INSTALL FIRE HYDRANT W/6" VALVE PER DETAIL N0, W-3 ON C5 SHEET-- INTALL 8" DCDA PER STD. DETAIL NO. W-18 ON C6 SHEET - --- INSTALL 3" WATER METER AS PER STD. DETAIL NO. W-9 ON C6 SHEET INSTALL 3" RPPA -- -- - - INSTALL 3" C-900 PVC DOMESTIC WATER LINE --- - INSTALL i" 90' BEND- - - I" WATER METER IRRIGATION - - --- -- - I" WATER RPPA . _. ........ ..... ..... INSTALL 1" PVC C900 WATER LINE- --- -- - INSTALL 3' X 1' X 3' TEE ... ... -- --- - - INSTALL 6" SEWER CLEANOUT - ---- -- INSTALL 6" PVC SEWER LINE -- -------- INSTALL 4" X 3" REDUCER --- -- -------------- INSTALL -- -INSTALL 4" C-900 PVC DOMESTIC WATER LINE--- - - EASEMENT NOTES NA4N -- 1 EA -- / 1 EA -- CENTER LINE / EA 1002 LF -- --55 LF / EA ...... - --- _W_ 1 EA ....... / PROPOSED SEWER LINE 3 EA ... ..,.. --- / 35 LF .... -- ............... 45------- 2 / ..... --- FX"zz IN.-' S`ORM DRAIN 1 EA ---- --- �........ . 1 EA 1 EA - --- EXS-1 hi •S FENCE -- r 088 52 LF 1 EA 1 EA / EA _.. .... ___ 9 LF ...._.... 2 LF _ _ ....... 1 EA 3 EA .... ,. --- 187 LF - 0. _ 10 ffillll JIl lE IF H Fz H ll�kj c H 0 ]�T 1--i Ji BENCHMARK: MARK LOCATED AT THE IN OF THE PROLOGATION LINE OF TM 5716 WITH :LINE OF GRANITE FAALLS -OR VERTICAL DATUM. DESCRIPTION- )RTION OF THE SOUTHEAST F SECTION 20, TOWNSHIP 29 NGE 27 EAST, M.D.M., THE CITY OF D, COUNTY OF KERN, STATE OF OF BEARING IG OF N13'55'17"E ON LATTE LANE ON PARCEL MAP N0. 11053 WAS -IE BASIS OF BEARING SHOWN N O T" CK�7��! Y:��1�71 Y [UQ�►CU1 V �y VICINITY MAP: N.T.S. CONNECT 6' PROPOSED SEWER LINE TO EH. 8' SEWER ONE BY Y CONNECTION AS PER DETAIL NO. SW -1 ON C6 SHEET INSTALL 3" DOMESTIC WATER CONNECTION PER STD. DETAIL NO. W-9 ON C6 SHEET INSTALL 8" FIRE WATER CONNECTION PER STD. DETAIL NO. W-18 ON C6 SHEET INSTALL 8" PVC C-900 WATER LINE --- --- ---- INSTALL 8" 90' BEND ..... ------- INSTALL 8"x8"x8" TEE - -- --- -- - -- INSTALL 8"x6"x8" TEE- ---- INSTALL 6" PVC C900 WATER LINE- ------ INSTALL - -- INSTALL FIRE HYDRANT W/6" VALVE PER DETAIL N0, W-3 ON C5 SHEET-- INTALL 8" DCDA PER STD. DETAIL NO. W-18 ON C6 SHEET - --- INSTALL 3" WATER METER AS PER STD. DETAIL NO. W-9 ON C6 SHEET INSTALL 3" RPPA -- -- - - INSTALL 3" C-900 PVC DOMESTIC WATER LINE --- - INSTALL i" 90' BEND- - - I" WATER METER IRRIGATION - - --- -- - I" WATER RPPA . _. ........ ..... ..... INSTALL 1" PVC C900 WATER LINE- --- -- - INSTALL 3' X 1' X 3' TEE ... ... -- --- - - INSTALL 6" SEWER CLEANOUT - ---- -- INSTALL 6" PVC SEWER LINE -- -------- INSTALL 4" X 3" REDUCER --- -- -------------- INSTALL -- -INSTALL 4" C-900 PVC DOMESTIC WATER LINE--- - - EASEMENT NOTES NA4N -- 1 EA -- ---- 1 EA -- CENTER LINE -.. 1 EA 1002 LF -- --55 LF 4 EA ...... - --- _W_ 1 EA ....... ........ ___ PROPOSED SEWER LINE 3 EA ... ..,.. --- 35 LF .... -- ............... 45------- 2 EA ..... ..... --- FX"zz IN.-' S`ORM DRAIN 1 EA ---- --- �........ . 1 EA 1 EA - --- EXS-1 hi •S FENCE -- r 088 52 LF 1 EA 1 EA 1 EA _.. .... ___ 9 LF ...._.... 2 LF _ _ ....... 1 EA 3 EA .... ,. --- 187 LF - 11 LF 1 EA -..- -_-. ___ 197 LF ---- . ___ FIRE FLOW REQUIREMENTS IS 3125 GALLONS PER MINUTE AT 20 PSI RESIDUAL PRESSURE. BASED ON: SQUARE FOOTAGE OF LARGEST BUILDING 85492 SQ. FT. LARGEST AREA BETWEEN 4 -HR SEPARATION WALL BUILDING HEIGHT 59' NUMBER OF STORIES 5 STORY TYPE OF CONSTRUCTION III -B OCCUPANCY R-1 FULL AUTOMATIC FIRE SPRINKLER SYSTEM YES LEGEND: NO EASEMENT LINE ---- PROPERTY LINE Q CENTER LINE —x—x— CHAIN LINK FENCE ( IN O SANITARY SEWER CLEANOUT ® HANDICAP ACCESSIBLE ROUTE _W_ PROPOSED WATER LINE LuCL _SS_ PROPOSED SEWER LINE ® SAWCUT LINE —S'.;;.—EX"_-'_NG STOP.M DRAIN _I'1E ............... 45------- EX=STING SEW=R LINE FX"zz IN.-' S`ORM DRAIN MA H':)LF �........ EXISTING POA'-�t POLE »--a--"- EXS-1 hi •S FENCE r 088 LIMIT OF GRADING QA 100' WIDE SOUTHERN CALIFORNIA EDISON COMPANY TOWER LINE EASEMENT PER BK. 3302, PG. 919 AND AMENDED PER BK. 6153, PG 1689 AND CONVEYED TO PACIFIC GAS & ELECTRIC COMPANY PER BK, 5089, PG. 2430 ALL OF O.R. ® 110' WIDE PACIFIC GAS & ELECTRIC COMPANY TOWER LINE EASEMENT PER BK. 3302, PG. 69 AND AMENDED PER BK 6153. PG, 1682 AND RE—RECORDED PER BK. 6171, PG. 1210 ALL OF O.R. © 20' WIDE PACIFIC GAS & ELECTRIC COMPANY POLELINE EASEMENT PER DOC. NO. 0199069073 O.R. 0 20' WIDE PRIVATE ACCESS EASEMENT TO SUMP PER P.M. 11053, P.M. BK. 53, PGS 180-183 GRAPHIC SCALE �1N 0 16 ]N NO 120 ( Z Q yw ( IN FEET ) 1 INCH = 30 tL Ua a I im .06/30/2019 C/V1L �p ACF CALF DATE: 06/26/2018 JOB: 16-20 DWG. BY: BB CHK. BY: DS C3 SHEET 3OF7 ( Z Q yw V w Lu Z ce Li— LuCL C14) ® Cie N � � LU Ce) co an .06/30/2019 C/V1L �p ACF CALF DATE: 06/26/2018 JOB: 16-20 DWG. BY: BB CHK. BY: DS C3 SHEET 3OF7 CURB SEE 'I'1I" = 10'4SCALSECTION ION 2 SCALE — J. = 10 c*d P UwoZ 20.0' 04P DRAINAGE EASEMENT u 0 e ONSITE AREA 0 e MATCH TO I I s 5 Z6.O' �J.Ol� ,..1 ONSITE AREA LANDSCAPE SIDEWALK fX.TIN IC vJAI_K AND I HOTEL BUILDING ^15 0 N7 H n{'INC PROPERTY FF = 391.35 79 ' 9�0 2.0% PROPOSED J8y znx PAVING JB9,E0 r SlEICTION 3 f �T SE'CION 5 SCALE — 1" = 10' SEC yr� .1L O 4 SCALE — 1 = 10 SCALE — 1 = 10 EXISTING RETENTION BASIN. FLOW FROM PROJECT SITE DRAINED TO RETENTION BASIN THROUGH 24" STORM DRAIN IN ESPRESSO DRIVE MAXIMUM OF 6" FROM THE CENTERLINE OF PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER AR, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE. DISABLED STALL GRAPHIC SCALEr NTS AGGREGATE BASE SECTION 6 SCALE — 1" = EO' NOTE FOR CONTRACTOR: - SIGNAGE LETTERING FOR RECLAIM LOCATION AND TELEPHONE NUMBER MUST BE PERMANENT :OATS PART OF SIGN. CBC11B-502.8, CVC 22658 (A) (1). _TE CONT. 48" 0/C 4.0' WIDE VALLEY GUTTER DETAIL SCALEr NTS UNAUTHORIZED VEHICLES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES PERSONS WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT BAKERSFIELD POLICE DEPARTMENT N N Z WHITE ON DARK BL BACKGROUND, MIN O 1"HIGH LETTERING. 00 TOW AWAY SIGN SCALE:- NTS G—.-SO%-G5%OFTH€BASE nIAAgTER. I II ONSITE AREAI 0 21, 0 _I IV zd PROPOSED L� oz� 25.8' 24.0' LANDSCAPE IEASE DIAMETER coi'o "� C - 09"1d �. Sfs C2MESECTION '._ 1 W 0 - a W Lu00 Lu (� 1. 6.. X 1,-O„ X .80 1'-O' p � J ALUMINUM � V W LL.I /..`���✓,�l�;��,1`TC/\\\\y� /f STANDARD DISABLED Z PARKING SIGN WITH V) /.. �li� r ACCESSIBILITY SYMBOL. DETECTABLE WARNM DEXLS ff!RUtC=DIWES) (n BOLT TO STEEL TUBE ® LLpe WITH 3/8" CANDIUM / io LU PLATED NUTS, BOLTS /lv. I � V% � AND WASHERS TOP LANDING �V) TRUNCATED DOMES OD Q m VAN ACCESSIBLE SIGN ° BOTTOM LANDING WHERE OCCURS. ON 6" WHITE ON DARK �G X 1'-0" X .80 BLUE ALUMINUM MOUNTED BACKGROUND 7ACCESSIBLE TO A Y 7ACCESSIBLI BELOW SYMBOL OF VANACCESSIBLE ACCESSIBILITY. LETTER O z >_ T. 1 3) TO BE 1" HIGH M WHEEL STOP TOP LANDING TRUNCATED DOMES WHITE ON DARK �p.`�% w O > BLUE BACKGROUND MINIMUM_ ZZs70 SO. INCH MIN. REFLECTORIZED SII ^z FINE $250 W/THE "INTERNATIONAL SYMBOL OF ¢ CO 00 Y FLARED SID +�+ ACCESSIBILITY" AND LETTERING, IN V HITE"a x.aLi T °°'° u'Mp OTTOM LANDING ON DARK BLUE BACKGROUND. SIGN 9 —0 — 9'—O" O12 2" DIAMETER PIPE. °R CONSTRUCTED OF ALUMINUM OR EXTEND INTO L' GALVANIZED METAL AND $250 SIGN VAN CONCRETE FILLED z 8%yrfVa M\N PIPE 2'-0". PROVIDE /d,,. WELDED WATER TIGHT 36 SO. MIN. ISA Z H_: NOTE: IF "X" IS LESS THAN 48" THE SLOPE OF S. CAP Z THE FLARED SIDES SHALL NOT EXCEED 1:12 TYPICAL PAVEMENT SYMBOL t:::�R N o CURB RAMPS FOR DISABLED L .os/3a/sola PER SECTION 118-502.6.4.2 STRIPES AT 36" MAX. ON CENTER PAINTEDDO SCALE :-N.T.S CIV\L 3 & i1B-703.7.2.1 A COLOR CONTRASTING WITH THE PARKING 6" DIAMETER � \F SURFACE. PREFERABLY BLUE OR WHITE STANDARD STEEL CAL LOADING AND UNLOADING ACCESS PIPE FILLED WITH AISLE BORDER PAINTED BLUE CONCRETE DATE: 06/26/2018 PAINT THE WORDS NO PARKING JOB: 1620 IN 12" LETTERS IN HEI LOADING ZONE. DISABLED PARKING SPACE SIGN (VAN) DWG. BY: BB CHK. BY: DS SCALEr NTS TYPICAL DETAIL OF HC PARKING A SHEET 4 OF 7 2.0° = a5" TYPE A„ R=AS 10' Radeu e o N N TYPE "C I. Aa Wok she# mfn to Me cobte sections of the 1lmemd Speakammd State of C7Nifmme twrtmmt of TmnspetuU.", p+proced current ed'ikn, and the kawrmg Pit. notes.' 2 958rode feweetk. for Type A' B; and 'C' yobs mrd grHm SW be crosbuded bye to ¢'ode and boss motion xrth ampwboo of 90R'to o depth of 60' Wow the W157we 3 Caaeh tar not, and gutta M& be new 3 and shat be dMn 25' M 55" Amp. 4 Tsnbr tams .shoo be wnbmd m Me m rhe side etaced rand to the cmaete and she# not be les, Mm 1.5 Mick oRr bong aof=d. 5 Tap mid face sbQ# be bowated m M, Mm gim a ad rare bmdh A74* 6.. Move exbtng me and grttem mo to be nptoceQ new eamfru,om sod mofM enafng Cmabachoe u*n affi e obecled by the City iq0-. T. Gamete shoo amew as am ms move, pets wFo ut k dAow',ed ken Me Off £npner 6 Oemeete ehd be wmi WWI o Mite pignmM Cang compome amgljin9 to wi m 90-T 016 0l Me stale stm&d speoBcalnbd 9. £xldmg watew of cot art puler shah be aaWat at Me dmfs of Me area to be r ehoeted Standard curb & gutter NOTES R-0.5` f �f.5° '.-R=AS' 1 G. TYPE 8e ?4' ( k. R=Q5' e e *GUTTER N,irftar ody a#-wd Mare spored by Of Ergbeer. 1. Poornmt she# be Tjpe 3 asptrdt anode (AC) mceoing Me r.*M to of S,e ko 39 of the Side of che%woiq DwwOnmt of Tmupm d m, SYyMwd $oocifrcotims, ,Wowd coram e&R4 mew oMawim ewkvd by Me my FRO—. 2 Ag"00 trove drop be Dari a ogagefe dobe cmtamvy to sovlkn 26 of Me State Stored SpmATmafrahrd S Skcerd sectio kr d Awds"be dem7md usng buff indexes in vccordmee Ob the pmw:dms of &dim S1L7 of Me &,&7w.'m and beow irg De* MmuaL 4. Sat rest cbra wed a Me door vdarbtRn soil be hoeMed by o soa tee' khan tay rryiort to besigned and meted by a Tian aagmer S Mbxewn AG MR#neass to be 0.P' Tyne 3 Meommn Aggeevh, Um is to be A4: 6 A eutety fatter of Q2 be W#W b Pvvertnnt cotaddime to Wea*med Come ports a aM pasts shoe be emstructed at t5' nrmx Gpmhom pints Swa be at am side of sWcbww end at mils of Cwb rekms. 71. Tee 'D"Cwb oM.getter b required err e# types of streets moose ooyw is wowy pwmRted by Me CRY fngnmr. 12 W A' art, and gutter is pmeotted asy Mae &'Prosed or reposed by Me Oty Ergbes: 71 rype CCwb mor be peoVffod by Me Cite EngWoW arty n Ho* Rahe 19rkd and R -5-2M (Re$Met7Pof Sdwbm W-Md-Nw-Hof Aao Abrrw a Lot Sise) Zehe 14. Permit fm awb arm' gutty cmohdieo OW ouoVoy actuo wok 13. Wbm CanshactngW Cab are gutta, the adeUMF pawwd rte# be sma o mmooe of 20' Ram Me ke of Me guffr w w dwbot by Me Ofy Engk w. Type 3 Avbolt Cmc oh, 8 A cmpadbn of 90$ aW be oblaked kr a mmsrwm of 6.0' blow Me &009 Plena OWth `7` dr Mi be n emh+mhmce MM Me 1dkWng tawv Tmffm Mob, • T 3.0 -SO It' 55 - 65 0' 7.0 - 8A 20' d5 a m re 25' 9. Fe Asphalt Paling Hated we Stmdare Spenld %*kvs Mooted m the &bdam Amp Mooed �a.TmRl ra EXCAVA:W 70 CLEAR PIPE am we, MIM MIM PME"04. 12"--24" * 42' MWA&M FOR 12' DIAW7ER MAINS & WALLER 48' MINiMDM FOR VRG'E'R DON f2' DIAMETER PFPE k'0" MRAMW FOR MW45 LES$ OFAN 12" t2° WVIMUM FDR MAINS t2" PJAMEWR AND GREAZER'. NOTE'$: 1) WATER MAIN 5}7444 BE 40CATED 2' FROM RIGHT --OF WAY WR'N POSSIBL.,E. 2) IN PAAP AREA MIMMUM COYER SHALL BE AtEASGREV PROW LOWEST GUTTER.. -6LOKUNE BRAD! ,3) IN PAI4W AREAS 5EGF AGNS FOR SIREET STRUCRfRAL SECDCV. OR p9x[QONT PATCMWG iXAd SFIALL SUPERCEOE BACKFILL AND GCbfP,AC#0, ' VIAXO STAN, 0AFRD PIPE TRENQH AP?RbVEB 177? FV'e2 Na N07ES 1) ALL VAL ME$ PITNNGS AND DAECTIONA( OMNMS ARE TO BE REED Of PLACE' BY aWCIPEYE THRUSTS.... DLCCKS 2J BEARAIG AREAS =10AZO AN 84= ON 40AE OF R 3) CaeClIETE fS NOT 70 DEAR AGAINST PPF THKOST BLOM TO ?AW.Y BE k4 CONTACT w7h, F rmwl. 4) 7IMW MOM SHALL. RE POLMEP AGA#0r . ,. 5) X #M HALL RE KEPT CLEAN Or CMMW, 61 DLtt w BuDWS SHALL BE CIA.°AS e$" W HA WING A ~0 Or 6 SAGNS PORTLAND afAMPET (fV LBS,/'OY) et A NIMAPAN ULMPOTE 0060MMW 0REMIN W 300M PWA Clew 2 Pwtlmd cenmt comets Coe and kmh to MOM Semut -� odl ml parent. n o Pedlo cement CCo.& z a'a 0 ab• 'deli Matolol rte) PATCH IN CONCRETE SURFACE p " '"MA awe w.i axar xv. ST -11 CRY OF BAKEFSFELD CALFORMA A MIO WATER MAIN (6• MIN) - I ga BOLTED TO TEE � n vAL E LIP DETAIL M/N(MUM i� Ashp mAw i Ashpolbe Pabt Z (XOW 850 OR SMIRAR LZ V m r) LOCA RONS AT PARKWAYS moor CONCRETE PAD VALVE BOX W1 I GD -SEE P DETAIL IK -12. •,+' +}: TYPE "A" RAMP : azs co 6' STD. BURY A 7r WRAPPED IN �s REDWOOD NOTES o `except der4v Prffm of rmmp, BLOW gams ere appal 1.5'rpat CONCRETE THRUST BLOC( Ttl 1. the bottom of the rare,"hose a a25' v.; lee of 45 deem See le, oeMR 10 2 The rmp she# Am a AO' (0.3.1 rode beds w8h GROOWNG DETAIL AgMdt Cmcree .. �. a 25' (5nmr) grooces opyoamotdy f w 12' T}pid aM ales EAG} SITE OF VALVE see gkmmg decd. Tee em be of Me MW PROFILE VIEW PER DETA2 W-2. NL21E: 36' MWIMUM CLEAR SPACE SHALL BE M4WIXINED AROUND nW HYDRANTS mY. shat haw; a bo swfire sW h f w rarghr CITY OF BAKERSFIELD, CALIFORNIA otoxfovMoo Mm Me axromd'rxey sidewalk except Mm Iw.efed n Use grooms m m, potion of turf e veft a FIRE HYDRANT ASSEMBLY taut. of axb return. Mm Mooted n tenr of the rxwD rethvn wLwa asp. S Phe, romp is /orated n Me conte- of Me Cob reten, Tap aRmnp4�:-I W-3 REV. 9-13-16 !t shah be groored n b barergbmre Mtn .Rh a25' 77 NOTES: (lam) groom opyrovnwtdy LS (term,) AO See FT-— — — vwmg 4wa Gee. sk& be d9w padel to 2x#ft Owe q A97aRt® Bose crossw o ebpes to &at 69td pakswees mooaSyq Wax o L AE eodeeMdrp ed motoft she# cooky. vk wmpamwA Romded .p £ Rmp so* sboe d.Il wnka w0mmty ban a max. Ol of W to 1259 at mb to caeb. x M Imgdudnd SECTION A -A to the rqumnmfs set forth n the 'Stmded sada..* dopa oMmoe t be top of W mmp. Me O P IlAM may be d AMW if Me Cade does nil erreet 83EY rnswgwE:sr-iosev SpdRCdrznd Stile vV Cddwnn, Deporfmmt STANDARD mwW" � N W � CURB RAMP DETAILS a " of rraspwtafion; goprarzd Correct edten. mem slur m p ilio oF CALF ST -10 2 Somata shoe be mmle Cooed a of right IXry dwl¢x pyy11G M�(5 gpgnlYENi N07ES 1) ALL VAL ME$ PITNNGS AND DAECTIONA( OMNMS ARE TO BE REED Of PLACE' BY aWCIPEYE THRUSTS.... DLCCKS 2J BEARAIG AREAS =10AZO AN 84= ON 40AE OF R 3) CaeClIETE fS NOT 70 DEAR AGAINST PPF THKOST BLOM TO ?AW.Y BE k4 CONTACT w7h, F rmwl. 4) 7IMW MOM SHALL. RE POLMEP AGA#0r . ,. 5) X #M HALL RE KEPT CLEAN Or CMMW, 61 DLtt w BuDWS SHALL BE CIA.°AS e$" W HA WING A ~0 Or 6 SAGNS PORTLAND afAMPET (fV LBS,/'OY) et A NIMAPAN ULMPOTE 0060MMW 0REMIN W 300M PWA Clew 2 Pwtlmd cenmt comets Coe and kmh to MOM Semut -� odl ml parent. n o Pedlo cement CCo.& z a'a 0 ab• 'deli Matolol rte) PATCH IN CONCRETE SURFACE p " '"MA awe w.i axar xv. ST -11 CRY OF BAKEFSFELD CALFORMA MIO WATER MAIN (6• MIN) - I — A L7T7EFAL- — 90' FLANGED ELBOW BOLTED TO TEE � n vAL E M/N(MUM PLAN t4EW Ashp mAw mmil Ashpolbe Pabt Z (XOW 850 OR SMIRAR LZ V m r) LOCA RONS AT PARKWAYS moor CONCRETE PAD VALVE BOX W1 I GD -SEE BOTTOM OF FTANGE `° flNISNW GRADE DETAIL IK -12. •,+' +}: 00 : co 6' STD. BURY N07ES 1) ALL VAL ME$ PITNNGS AND DAECTIONA( OMNMS ARE TO BE REED Of PLACE' BY aWCIPEYE THRUSTS.... DLCCKS 2J BEARAIG AREAS =10AZO AN 84= ON 40AE OF R 3) CaeClIETE fS NOT 70 DEAR AGAINST PPF THKOST BLOM TO ?AW.Y BE k4 CONTACT w7h, F rmwl. 4) 7IMW MOM SHALL. RE POLMEP AGA#0r . ,. 5) X #M HALL RE KEPT CLEAN Or CMMW, 61 DLtt w BuDWS SHALL BE CIA.°AS e$" W HA WING A ~0 Or 6 SAGNS PORTLAND afAMPET (fV LBS,/'OY) et A NIMAPAN ULMPOTE 0060MMW 0REMIN W 300M PWA Clew 2 Pwtlmd cenmt comets Coe and kmh to MOM Semut -� odl ml parent. n o Pedlo cement CCo.& z a'a 0 ab• 'deli Matolol rte) PATCH IN CONCRETE SURFACE STANDARD PAVEMENT PATCHES p " '"MA awe w.i axar xv. ST -11 CRY OF BAKEFSFELD CALFORMA MIO WATER MAIN (6• MIN) - I — A L7T7EFAL- — 90' FLANGED ELBOW BOLTED TO TEE � n vAL E M/N(MUM PLAN t4EW Ashp mAw Ashpolbe Pabt Z (XOW 850 OR SMIRAR LZ V m r) LOCA RONS AT PARKWAYS moor CONCRETE PAD VALVE BOX W1 ARCIAND VALVE BOX I GD -SEE BOTTOM OF FTANGE `° flNISNW GRADE DETAIL IK -12. •,+' +}: 00 : co 6' STD. BURY WRAPPED IN �s REDWOOD 8 m9 POLYMRAP BLOW 2 PLACES CONCRETE THRUST BLOC( Ttl PER DETAtL W-2 v.; F l 10 o AgMdt Cmcree .. �. 14 J L REBAR 12' T}pid aM ales EAG} SITE OF VALVE CONCRETE THRUST BLOCK PROFILE VIEW PER DETA2 W-2. NL21E: 36' MWIMUM CLEAR SPACE SHALL BE M4WIXINED AROUND nW HYDRANTS 04 CITY OF BAKERSFIELD, CALIFORNIA 0 0 0 0 FIRE HYDRANT ASSEMBLY AwwROMEo: wLwa asp. X0.7-/,i� W-3 REV. 9-13-16 C O NOTES: a) Owe q A97aRt® Bose L AE eodeeMdrp ed motoft she# cooky. Ol Q Q Q Q to the rqumnmfs set forth n the 'Stmded O SpdRCdrznd Stile vV Cddwnn, Deporfmmt � N W � of rraspwtafion; goprarzd Correct edten. �? p 2 Somata shoe be mmle Cooed a of right O BMW owPes !o the antaldo of the dreet. ^ (^] y Q PATCH IN ASPHALT CONCRETE SURFACE 3 bepM W.a ll mdrid, if aprked snaYbe detrmnai n rhe Rod by rhe mgmar. w Lr U Z u Q4' Ashpatf 4. Patches fess Mm 20'6= lean exibe panned edrps d po t, m grNr.d�a be extended 'T' [�] o < r, Q ', m tom eporeeM& otmineoWe rodded sbip of o coomle ,%etwng Ahdtk Pnt tw Q 6 Mmtinum tilt w 1b drill be 20'of ifs dmdestDema, mAe, oMaxLee agoxed byVMe city money. ���I f,LMfery6 W11,10 III-Woil;cmnposflon Reteraoce stmdm� ST -13 aid ST -14 kr .pvia isT. fa Pateb n o#am a fi, unless dhrwksoko ed by Me b7y mgner: , �t cmrafs 0. k � BOOM xr a m aa��egate 6 B Arlwd mid aaecfm abmis mntnum aT' e*VW anode over 1.0 Owe 9 oWegak bam PATCH IN ROAD MIXED SURFACE J 0 STANDARD PAVEMENT PATCHES p " '"MA awe w.i axar xv. ST -11 CRY OF BAKEFSFELD CALFORMA PROPERTY LINE ZoU - RANG 717E X FLANGED MIO WATER MAIN (6• MIN) - I — A L7T7EFAL- — 90' FLANGED ELBOW BOLTED TO TEE � n vAL E M/N(MUM PLAN t4EW FIRE DEPARTMENT APPROVED HYDRANT ASSEMBLY Z (XOW 850 OR SMIRAR LZ MTH 2 112'/ & 4'0 OUTLETS .SEE DETAIL W-35 FOR r) LOCA RONS AT PARKWAYS ry CONCRETE PAD VALVE BOX W1 ARCIAND VALVE BOX I GD -SEE BOTTOM OF FTANGE `° flNISNW GRADE DETAIL IK -12. •,+' +}: 00 : co 6' STD. BURY WRAPPED IN �s REDWOOD 8 m9 POLYMRAP BLOW 2 PLACES CONCRETE THRUST BLOC( Ttl PER DETAtL W-2 v.; F l 6' FLANGED VALVE WIN RISER ro :..:. 14 J L REBAR AND CAP. : 4" EAG} SITE OF VALVE CONCRETE THRUST BLOCK PROFILE VIEW PER DETA2 W-2. NL21E: 36' MWIMUM CLEAR SPACE SHALL BE M4WIXINED AROUND nW HYDRANTS WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA FIRE HYDRANT ASSEMBLY AwwROMEo: wLwa asp. X0.7-/,i� W-3 REV. 9-13-16 MANAG R - WA RESOURCES OEPAFWM T 5-A"TC 6.9-277 City Records No. DATE: 06/26/2018 JOB : 16-20 DWG. BY: DS CHK. BY: JS C5 SHEET 5OF7 ZoU w�� Uwe, Z LZ r) w ry N C-4 W Ul- 00 co DATE: 06/26/2018 JOB : 16-20 DWG. BY: DS CHK. BY: JS C5 SHEET 5OF7 0, 40, 4c 6" 'WATER SERVICE DETAIL " St0." SEWER LATERAL MARKER 0125* MANHOLETO NO' 25.25' 1.5, h - 1375^ T sea Derod a' i 20, T aear X55 � 325, SEC77QN A -A . � OweieOwwwbRi`we�� N07ES d. Ail lianas end corers drag be Tested for ocaaacy of fol and drat be marked A .sets prw to ddirery, 2 The seats of hares and beaing fares of Me com AO be madrined for o moot ran-rodaby fit between Too two awtwgs 3 cWOW shag be tbaaN.My dared and cpped twice A a Pottle-dyvng set -black usphdtic compound to proHrk a protecMe couing 4. A8 hands and toners &Tedi be yroy cost nary free from wap; aackS bola swags and rad-shok and 9bd hoe a watmadike MTdr. Highway kaft should be HS 20-44. 5 can" Md cdlban, to the pmrwns of ire.spedfkadens fa gray -Tena casthgs said 6*atias ASI. A-48 (telect rariaas), pass No. JW 6 The nano of Me ma nectumg canpmry da be W Me underside of the cora T. NmNde name shed woo not Inca Mon 120,ba nor mane Man 2501bs.. The corer dw8 weyh not fess Mon 120 His nor mea Man 200 Pot. µp 8 Manhole corers shop hoe a self *0#11V bond pick hole U*re oteWX Wro ed by Mo City &,pw P f.:'. I 115- m' Ag tT' SEC77ON 8-8 t �--a5 a 75' 0.5' rote 11. 1.0' Dia center hue II leftem aNmn iarter� arz5° CLEANOUT TO /3?` Noctrsiad Surfaces 1115' Tgoa Corer Crane DETAIL "A" g fie 20° patiem When an be manhole coaau dog haat one of the k*wAg desiguahbux' ARAM or 2WET7 la Assanldy &W be dnsigned for highway kodhg of HS 20-44. 11. 20' x 1.0" damond mat 0125" deed. eiMwn sw-orsev c Ya Ser G'77QN Noms— _.e..d., TnR r mow ,iYA L irp07k Ir m 24, mak: rh-hr:,n Cops Tamed by uoren hila a Ato exist4 coxa mah shall - be plugged with pop, before cementing 00 not use oabm. PLAN VIEW 2.;' itRl 45° max 'Y must not extend erto sewer ooh. ELEVA770N NO7ES 1. For pipes 60' to 1.0' h dimutsr, a h'censed conhocta who has the pmpa equ!omud and penatts k ONWdered an raptured agent and may care Ato Me ally's Mss or snore a section end coagmuct o Wba or W. for piles 18' or AW, a mmrhde must be co nstruckd whore caA are mak the dty kspeda most abeava the hstaXotkn of saddles to m 2 075ed day pyre wades mdt be extra shegtd day pOe and slab cogbm to Baa requienents of The West Coost Standards of the cky pyre i%eitute 3 WP swas may how affw lugs or codons 4. to beY Ad be true, MAY and concentrk with Me baa of the Pyne and shed he scored an Me hsde of its entbe depth. 3 CgenAgs A a 4hng sews she/ be made only &W enough to octet 117 of wade 511h7f Lugs or cdars Trot rathg an pOe sbd be !docked up and sealed wit epoxy ghre 6. AT dnsta8at7ms sbdl be itH�nand by Me Public ]Woks Drymrhnet of Mm City of Bokersfidd pkr to bodbH. 7 for PVC and A65 pog 5tthgs .shO be h,eoft molded aid shall be hstofied A the an new pipd wa v cut -A fittkrgs we not permitted an new .aibdddabns or per am man Ikes. 8 PW or ABS saddles shill he rubber gosketed and shod be foloW by $IQW s sled Raids. RICH 7 - OF- WAY 0.2'x ax x 20' Woo STAKE OR METAL STAKE ACCEPTABLE 4 C.ACE E 2.5' MIN. Op d 0— U77L17Y CONDUITS WIRE .� PLUa SDL*Wr WELDED OR RUBBER CASKE7ED CAP SEWER LATERAL 4.0' Miry NOTES 1. STAMP "S" INTO CURB FACE OVER SEWER LATERAL 2. ENSURE 5.0' MINIMUM COVER AND 70' MAXIMUM COVER AT PROPERTY LINE AND 5. ' MINIMUM AT FLOKINE 3. LATERALS LOCATED 50 NOT TO CONFLICT WITH UTILIA£S. Fln.e L sn-taev STANDARD eeeew1wewww�wew ..� •,'copnon, 11 M"maw' ZoU " St0." SEWER LATERAL MARKER 0125* MANHOLETO N07ES d. Ail lianas end corers drag be Tested for ocaaacy of fol and drat be marked A .sets prw to ddirery, 2 The seats of hares and beaing fares of Me com AO be madrined for o moot ran-rodaby fit between Too two awtwgs 3 cWOW shag be tbaaN.My dared and cpped twice A a Pottle-dyvng set -black usphdtic compound to proHrk a protecMe couing 4. A8 hands and toners &Tedi be yroy cost nary free from wap; aackS bola swags and rad-shok and 9bd hoe a watmadike MTdr. Highway kaft should be HS 20-44. 5 can" Md cdlban, to the pmrwns of ire.spedfkadens fa gray -Tena casthgs said 6*atias ASI. A-48 (telect rariaas), pass No. JW 6 The nano of Me ma nectumg canpmry da be W Me underside of the cora T. NmNde name shed woo not Inca Mon 120,ba nor mane Man 2501bs.. The corer dw8 weyh not fess Mon 120 His nor mea Man 200 Pot. µp 8 Manhole corers shop hoe a self *0#11V bond pick hole U*re oteWX Wro ed by Mo City &,pw P f.:'. I 115- m' Ag tT' SEC77ON 8-8 t �--a5 a 75' 0.5' rote 11. 1.0' Dia center hue II leftem aNmn iarter� arz5° CLEANOUT TO /3?` Noctrsiad Surfaces 1115' Tgoa Corer Crane DETAIL "A" g fie 20° patiem When an be manhole coaau dog haat one of the k*wAg desiguahbux' ARAM or 2WET7 la Assanldy &W be dnsigned for highway kodhg of HS 20-44. 11. 20' x 1.0" damond mat 0125" deed. eiMwn sw-orsev c Ya Ser G'77QN Noms— _.e..d., TnR r mow ,iYA L irp07k Ir m 24, mak: rh-hr:,n Cops Tamed by uoren hila a Ato exist4 coxa mah shall - be plugged with pop, before cementing 00 not use oabm. PLAN VIEW 2.;' itRl 45° max 'Y must not extend erto sewer ooh. ELEVA770N NO7ES 1. For pipes 60' to 1.0' h dimutsr, a h'censed conhocta who has the pmpa equ!omud and penatts k ONWdered an raptured agent and may care Ato Me ally's Mss or snore a section end coagmuct o Wba or W. for piles 18' or AW, a mmrhde must be co nstruckd whore caA are mak the dty kspeda most abeava the hstaXotkn of saddles to m 2 075ed day pyre wades mdt be extra shegtd day pOe and slab cogbm to Baa requienents of The West Coost Standards of the cky pyre i%eitute 3 WP swas may how affw lugs or codons 4. to beY Ad be true, MAY and concentrk with Me baa of the Pyne and shed he scored an Me hsde of its entbe depth. 3 CgenAgs A a 4hng sews she/ be made only &W enough to octet 117 of wade 511h7f Lugs or cdars Trot rathg an pOe sbd be !docked up and sealed wit epoxy ghre 6. AT dnsta8at7ms sbdl be itH�nand by Me Public ]Woks Drymrhnet of Mm City of Bokersfidd pkr to bodbH. 7 for PVC and A65 pog 5tthgs .shO be h,eoft molded aid shall be hstofied A the an new pipd wa v cut -A fittkrgs we not permitted an new .aibdddabns or per am man Ikes. 8 PW or ABS saddles shill he rubber gosketed and shod be foloW by $IQW s sled Raids. RICH 7 - OF- WAY 0.2'x ax x 20' Woo STAKE OR METAL STAKE ACCEPTABLE 4 C.ACE E 2.5' MIN. Op d 0— U77L17Y CONDUITS WIRE .� PLUa SDL*Wr WELDED OR RUBBER CASKE7ED CAP SEWER LATERAL 4.0' Miry NOTES 1. STAMP "S" INTO CURB FACE OVER SEWER LATERAL 2. ENSURE 5.0' MINIMUM COVER AND 70' MAXIMUM COVER AT PROPERTY LINE AND 5. ' MINIMUM AT FLOKINE 3. LATERALS LOCATED 50 NOT TO CONFLICT WITH UTILIA£S. Fln.e L sn-taev STANDARD M"maw' ZoU " St0." SEWER LATERAL MARKER u tLRS. 91Ri Na SW -1 Q C17YOFBAKERBRELD CALFORNA 19 W 10 V N O O N (N NM x 3 0 w N � M ZAQ Cpm N Q 2 u cl) v o<o <w 1 t_ � J d XP.061302019 9 DATE: 06/05/2018 JOB : 16-20 DWG. BY: DS CHK. BY: JS C6 SHEET 6 OF 7 Q ZoU O Q Lu w U W Z Dn:� LL 0 w � N N LU co XP.061302019 9 DATE: 06/05/2018 JOB : 16-20 DWG. BY: DS CHK. BY: JS C6 SHEET 6 OF 7 / , ♦ Al 8 ♦�� a ap + x\ / // // ♦ rF / ti.'\ / // �� ss� , °♦ / / � / ♦♦ Cid � / ♦ f l C r .�+ ♦ / / j / 1 ♦� rF ti0 .v �yv��+ / .a/ It / ♦ v +'�„+�, +�� �� / t` / �°♦♦ tis � v vr S O 9/ `♦ t / � j��/ /// j/i �� / \.,\. �9�G/Thi x90• ��i'���i,Vc�iB cg.'�O `°♦, �...-� SOgC � F 41 19, 00J`: / V 1 °a / /' I � � � Irk I / / / / , / / / / II 1 ON THIS SHEET ,),—"�20. 1 0 O L� VICINITY MAP: N.T.B. CONSTRUCTION NOTES : N O . LEGEND: EASEMENT LINE !=JIM LIMIT OF GRADING F. M1 ra s.=1 s . ----. TFR — TEMPORARY FIBER ROLL 1 INSTALL TEMPORARY FIBER ROLLS PER STANDARD DETAIL SC -5 ON THIS SHEET CONSTRUCT EQUIPMENT/MATERIAL STORAGE AREA (STABILIZED STAGING AREA) 3 CONSTRUCT DEBRIS/SOLID WASTE STOCKPILES a CONSTRUCT SPOILS STORAGE AREA AND VEHICLE/EQUIPMENT MAINTENANCE AREA 5 CONSTRUCT FUELING AND WASHING AREA e CONSTRUCT CONCRETE WASHOUT AREA 7 CONSTRUCT CONSTRUCTION ENTRANCE/EXIT TYPE - 1 PER STANDARD DETAIL TC -1 ON THIS SHEET n INSTALL STORM DRAIN INLET PROTECTION PER STANDARD DETAIL SC -10 ON THIS SHEET Fiber Rolls ” Storni Drain Inlet Protection 6<� a y/f Fi7+�- r TYPtGfiL BftffiECTION FOR LNLETM7htiSPP22&1hIG I°LCNd DIRECTIONS ve+:cx +aka -x�+ moi' m»axax,.wmr / cuss'�NMse Knmitl. EICep�Ktl � •� " Stabilized Construction Entrance/Exit Q_t hq T5 -r if p f erla x uefl °W ml, 3 r.^ C') 3 bk Low ,O uZ CSN e uj M C c 0 0 i3 a � �s 3 i t rn.xua i �._ 7111 i y— :... LV g. i.of TYPICAL PROTECTION FOR INLET WITH SINGLE PLOW DIRECTION ;w y 0 �fl J 1.iJ LU ZWM. �-•www: x: s vr€n r-:xxr a Is a,ala�w>w Lo�E s �rlae,y<. Aw:k rbx&rwMX p 9h8lPeWrovdpmA CMwul W W Z'W,SZ ®_ Oe OD mCieuj Grs ^c 5 bli tl C t lan fi t: .w'Exl! Qypo f} \. .1h b6ex�Merzapmu tPralluvWwY Je!.igta.'.Ca.+Wx9c.: EnW%`° ]Ha i ++ \ ( IN FEET) 1 INCH = 30 fL WDID # 5F15C383234 6.9-277 City Records No. DATE: 06/08/2018 JOB: 16-20 DWG. BY: BB CHK. BY: DS C7 SHEET 7OF7 / � •� " ogoa ..f n a� Nm oUerw.ise -Is 01,111�11 SF �.arir ii H !Y € e9 *;e x pFe'y atv s yl � rl i� Ind F t T e5d f C') 3 bk Low ,O uZ CSN e uj M C c 0 0 i3 a � �s 3 i t rn.xua i �._ 7111 i y— :... LV g. i.of TYPICAL PROTECTION FOR INLET WITH SINGLE PLOW DIRECTION ;w y 0 �fl J 1.iJ LU ZWM. �-•www: x: s vr€n r-:xxr a Is a,ala�w>w Lo�E s �rlae,y<. Aw:k rbx&rwMX p 9h8lPeWrovdpmA CMwul W W Z'W,SZ ®_ Oe OD mCieuj Grs ^c 5 bli tl C t lan fi t: .w'Exl! Qypo f} \. .1h b6ex�Merzapmu tPralluvWwY Je!.igta.'.Ca.+Wx9c.: EnW%`° ]Ha i ++ \ ( IN FEET) 1 INCH = 30 fL WDID # 5F15C383234 6.9-277 City Records No. DATE: 06/08/2018 JOB: 16-20 DWG. BY: BB CHK. BY: DS C7 SHEET 7OF7