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HomeMy WebLinkAbout6.1-1727LIST OF DRAWINGS (FILE: BASE_T7K202.dwg) SHEET C1 71TLE SHEET SHEET C2 PROJECT LOCATION MAP SHEET C3 SITE DEVELOPMENT PLAN SHEET C4 DEMOLITION PLAN SHEET CS 18TH STREET PLAN &PROF/LE SHEET C6 WALL STREET ALLEY PLAN &PROF/LE SHEET C7 19TH STREET PLAN & PROFILE SHEET C8 H STREET PLAN &PROFILE CITY OO F BA + ERSFIELD SHEET C9 STAGING AREA PLAN �II'�4 STREET IMPROVEMENTS PADRE HOTEL BLOCK SHEET C70 ROAD SECTIONS MENTa • SHEET C77 C72 CONSTRUCTION DETAILS CONSTRUCTION DETA/LSSHEET PROJECT NO. TIK202 RANCISCOSHEET XA SHEET C13 C14 CONST7?UCTION DETA/LSFRE�o CONSTRUCTION DETA/LS STREET/MPROVEMENTS — 79TH &HST. STAG/NC9 ARE APPROVE'O BY= � SHEET C15 CONSTRUCTION DETAILS SHEET C16 STANDARD DETAILS PROJECTNO SHEET El ELECTRICAL PLAN SHEET /R-1 IRRIGATION PLAN SHEET LA -1 LANDSCAPING PLAN SHEET LA -2 LANDSCAPE & IRRIGATION DETAILS TOP OF CONCRETE MONUMENT IN LAMP HOLE INTERSECTION OF 18TH STREET & H STREET ELEV = 399.96, CITY DATUM CITY STANDARDS_,, ST -1, ST -3, ST -4, ST -8, & T-2 STATE STANDARDS A88A, ASSB, 8c ES -7P CONVENTIONAL SYMBOLS — — — — — — — —EASEMENT — — — — = = = EXIST. CURB & GUTTER -- -- RIGHT—OF—WAY ----------------------------- EXIST. A.C. FLOKLINE CENTERLINE --------- EXIST. EDGE OF PA VEMENT X CHAIN LINK FENCE /MPRO VEMEN TS w G OH TV M. H. e P.P. Au UTILITY SYMBOLS EXIST WA TER LINE EXIST GAS LINE EXIST AERIAL LINES EXIST UNDERGROUND TV CABLES EXIST OIL LINE MANHOLE POWER POLE ® EXISTING MONUMENT ❑ FUTURE MONUMENT S.L. 3 STREET LIGHT STREET LIGHT W/ MAST ARM •C.o. CLEAN OUT F.H. ^ 1. W.M. El W.V. Da G.M. G.V. s EXIST SEWER LINE SD EXIST STORM DRAIN E EXIST UNDERGROUND POWER LINE T EXIST UNDERGROUND PHONE LINE FO EXIST FIBER OPTIC LINE FIRE HYDRANT WATER METER WATER VALVE GAS METER GAS VALVE BENCHMARK . T I K229 LOCATION MAP NO T TO SCALE FINAL PAY QUANTITIES EARTHWORK, ROA0WA Y EXCA VA TION 520 CY EARTHWORK, IMPORT BORROW 55 CY IMPORTED SELECT MA TERIAL 12 CY PAVEMENT MARKINGS, 12" CROSSWALK 20 LF 0 LOS ANGELES MrAll"p Ixf,i rn N Y STATE OF CALIFORNIA � 0 NO TE: N THE CONTRACTOR MUST POSSESS THE FOLLOWING Y VALID LICENSES: ~ CLASS' A W Q NOTE: � THE CONTRACTOR SHALL CONTACT THE USA LOCATOR Z SERVICE 1-800-642-2444, 48 HOURS PRIOR TO U' EXCAVATION. �I PROJECT ORDER OF WORK o J SEE SPECIAL PROVISIONS FOR ORDER OF WORK. m QROFESS/p� pEAN F�iG� c') C 46803 * Exp.6-30-13 ��9TF CIV 1 \- OF CA1-� TRAFFIC ENGINEERING DATE N a, s �•�/(1 ECONOMIC AN CO MUNITY D VELOPMENT DATE � Job No.: T1 K202 STREET IMPROVEMENTS PADRE HOTEL BLocKNO C1 File Path: K:\LDD—ENGINEERING\ I OF T1 K202—STREET IMPROVEMENTS—PADRE HOTEL STREET IMPROVEMENTS - 19TH & H ST STAGING AREA 20 File Name: BASE_T1 K202.dwg SHEETS 0 1 2 3 J C)' Z APPROVE'O BY= � Q� RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12—SI-1,3' DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: Z SSISTAN PU LIC WORKS DIRECTOR DATE ji i 0 CIVI ENGINEER IV — DESI N ENGINEERING DATEIll 4 LJJ TRAFFIC ENGINEERING DATE N a, s �•�/(1 ECONOMIC AN CO MUNITY D VELOPMENT DATE � Job No.: T1 K202 STREET IMPROVEMENTS PADRE HOTEL BLocKNO C1 File Path: K:\LDD—ENGINEERING\ I OF T1 K202—STREET IMPROVEMENTS—PADRE HOTEL STREET IMPROVEMENTS - 19TH & H ST STAGING AREA 20 File Name: BASE_T1 K202.dwg SHEETS 0 1 2 3 SCALE 1 "=30' ( 1 I 1 I I I I I C I I I I I I I 1 I I I 1 I I I I I I i 1 I RELOCATE MAILBOXES I TO THIS LOCA TION BY OTHERS I I I I I I I I I I I -- I 1 I� III I III RETAIL BLDG -\\\-\ =\\2 �' NILE THEATER NEW SIDEWALK ElI I STAGING AREA RETAIL BLDG ' <� I \ \ I \ 1 L .1 a \ a a a 10100 11100 12+00 --+- --WAX"REE TALI I---�- - - - IT -17 ! I ; LOADING DOCK ' \ NEW SIDEWALK ! 15 NEW AC PAVING 0 I° PADRE HOTEL I U.S. POST OFFICE NEW PARKING POCKET \ \� I NEW SIDEWALK I � T�......... 13+00 E rem® Lrr r ---r r rte.(......+u.......................n....., W.-- ! £ F 1 1 [ 3 1 1 REL OCA TE H PARKING TO THIS L 06 A T/ONBYOT 10-00 11+00+00 z^t r� 13+0 i 0 0 0 0 0 CITY OF BAKERSFIELD, CALIFORNIA PROJECT LOCATION MAP PUBLIC WORKS DEPARTMENT File Name: T1K202 Job No.: T1K202 Date: 12/29/11 Drawn: DP Engineer: BM Checked By. { =MEN** III I m fit SEE SHEET C3 III �, VIII + III 14+00 14+46.41 I I II W II I I.il I I �I II 0 h` + 1 I � I I II � III I I i 0 -- 0 14+00 14+46.29 4 #- 4 4- 0 QRpF ESS ION,q gEAN R F Lc4m'�A� b4loef REGISTERED CIVIL EINOINEER C 46803 I * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE p�� BAKERSFIELD, CA 93301 OF CAO- REVIS/ONS N�o..� DA TE DESCRIP TION 371 471 PROJECT LOCATION MAP STREET IMPROVEMENTS -PADRE HOTEL BLOCK PROJECT NO. 77K202 L SHEET NO. C2 OF 20 1 2 3 I H SCALE HORIZ 1'=10' C/7 Y OF BA KERSFIEL D, SITE DEVELOPMENT PLAN File Name. TIK202 Drawn: DP CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TIK202 Engineer: BM Date: I2/29/II Checked By SITE DEVELOPMENT PLAN STREET IMPROVEMENTS -PADRE HOTEL BLOCK PROJECT NO. 7IK202 7a7 . SHEET N0. C3 OF 20 1 2 3 I 1 LI�U"J w SCALE HORIZ 1'=20' 11+00 12+00 —i — 9TH STREET 3+b0 14 :Z—FO 0,of ESS pEAN w REGIST RED CI VIL E GINEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CAu\F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 DEMOLITION NOTES OREMOVE EXISTING A. C. PA VEMENT O2 REMOVE EXISTING CURBS & GUTTERS. O3 REMOVE EXISTING CROSS GUTTER. O4 REMOVE EXISTING SIDEWALK. 5 REMOVE EXISTING DRI VEWA Y. 6 REMOVE EXISTING CURB RAMP. OREMOVE EXISTING CURB. OREMOVE PORTION OF EXISTING SIDEWALK. OREMOVE EXISTING ROOF DRAIN PIPE UNDER SIDEWALK. OPROTECT IN—PLACE EXISTING RAMP. OREMOVE CONCRETE WHEELSTOPS—TYPICAL. 12 REMOVE ABANDONEDIINAC77VE PULLBOXES 13 REMOVE EXISTING P. C. C. PA VEMENT. OREMOVE & REPLACE ROADSIDE SIGN. 15 REMOVE MANHOLE AND BACKFILL. 16 REMOVE PAVEMENT STRIPING/MARKING. OREMOVE ABANDONED ELECTRICAL LINE. 18 REMOVE DEAD TREE. OREMOVE POR77ON OF EXISTING CONCRETE SLAB. GENERAL NOTES 1. ALL UNUSED, SALVAGED ELECTRICAL MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD AIRPORT, 2000 S. UNION A VE. CONTACT THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) J26-3152. 2. ALL U77LI TY LOCA TIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST /NFORMA77ON SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCA TING UTILI TIES IN THE FIELD IS THE CONTRACTOR'S 3. THE CONTRACTOR SHALL SEPARA TE ALL ASPHAL T GRINDINGS FROM AGGREGA TE BASE & NA TI VE MATERIALS FROM THE ROADWAY EXCA VA TION. CONTRACTOR SHALL DELIVER THE GRINDINGS TO THE WA TTS DRI VE STOCKPILE YARD. CONTACT MIKE CONNOR AT (661) J26-3111 PRIOR TO DELIVERY ALL 07HER ROADWA Y EXCA VA TION SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 4. SEE CIVIL PLANS FOR BEGINNING AND ENDING OF CURB, GUTTER AND SIDEWALK REPLACEMENT AND BEGINNING AND ENDING OF FULL DEPTV PAVEMENT RECONSTRUCTION. 5. SEE SPECIAL PROVISIONS FOR ORDER OF WORK. 6. SEE CONSTRUC77ON PLAN SHEETS C5—C8 FOR LIMITS OF DEMOLITION DEMOLITION PLAN /.I DEMOLITION PLAN17J7 I File Name: T1K202 Drawn: OP STREET IMPROVEMENTS - PADRE HOTEL BLOCK SHEET N0. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1 K202 Engineer: BM Date: 12/29/11 Checked By..�„� PROJECT NO. TYK202 C4 OF 20 0 1 2 3 03 SCALE HOR/Z 1 N=20' INERT 1 "=2' 401 400 399 398 ■vw;,w 10+00 11+00 PLAN 12+00 13+00 14 U 9 II Sf ., IW y II W jj II Ito � ■vw;,w 10+00 11+00 PLAN 12+00 13+00 14 NORTH PROF/LE 401 400 399 398 QRpFESS/ON, OEAN R 1� <<" _C -)'ell P' REGIST RED I VIL jLNGINEER C 46803 � * Exp. 6-30—' 3 CITY DF BA KER SFI EL D C/vo� 1501 TRUXTUN A VENUE qTF BAKERSFIELD, CA 93301 OF CAO- REViSIONS No. DA TE DESCRIPTION 2 / / 3 / / CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEET C10. Q2 CONSTRUCT CONCRETE SLAB PER DETAIL 1 ON SHEET C1J. Q3 CONSTRUCT ENTRY PATIO AREA PER DETAIL 2 ON SHEET C11. ® CONSTRUCT P.C. C. TYPE "A" CURB & GUTTER PER COB STD ST -1. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. © CONSTRUCT P.C. C. 11' WIDE COMMERCIAL CROSS GUTTER PER DETAIL 5 ON SHEET C1 J. M CONSTRUCT P. C. C, 10' WIDE VEE GUTTER PER DETAIL 6 ON SHEET C1J. ® CONSTRUCT P.C. C, SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. ❑9 CONSTRUCT 24" SO. BLACK PAVERS PER DETAIL 2 ON SHEET C11. t0 CONSTRUCT COMMERCIAL DRIVE APPROACH PER COB STD ST -4 ON SHEET C16. 11 CONSTRUCT P. C. C. CURB RAMP PER SHEET C12. 12 CONSTRUCT TREEWELL PER DETAIL 1 ON SHEET C15 AND LANDSCAPING PLAN. 13 INSTALL STREETLIGHT PER DETAIL 4 ON SHEET C14. 14 REMOVE & REPLACE EXISTING PULL BOX. 15 INSTALL PRECAST CONCRETE WHEELSTOP. 16 INSTALL GUAROPOST PER DETAIL 2 ON SHEET C14. 17 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C14. i 18 VAULT/BOX & COVER TO BE ADJUSTED TO GRADE BY OTHERS 19 GAS VALVE TO BE ADJUSTED TO GRADE BY OTHERS. 20 WA TER VA VE TO BE ADJUSTED TO GRADE BY OTHERS 21 REMOVE EXISTING P. C. C. PA VEMENT UNDER ASPHAL T STA 11+97f TO STA 1J+14f 22 PULLBOX TO BE ADJUSTED TO GRADE BY OTHERS. 23 INSTALL TYP. BOLLARD PER DETAIL J ON SHEET C14. 24 INSTALL TRASH CONTAINER. 25 INSTALL TRUNCATED DOME. i LEGEND: i I FULL DEPTH RECONSTRUCTION (FDR) 18TH STREET PLAN & PROF/LE L ;17 File Name: T1K202 Drawn: DP STREET IMPROVEMENTS - PADRE HOTEL BLOCK SHEET NO. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1 K202 En gin eer: BM Date: 12/29/11 Checked By b PROJECT NO. TIK202 C5 OF 20 0 1 2 3 oN + ato �rn rn �' o o 00 Q EXIS NG STREET NE FLOW INE Q S = 4i0.389 NORTH PROF/LE 401 400 399 398 QRpFESS/ON, OEAN R 1� <<" _C -)'ell P' REGIST RED I VIL jLNGINEER C 46803 � * Exp. 6-30—' 3 CITY DF BA KER SFI EL D C/vo� 1501 TRUXTUN A VENUE qTF BAKERSFIELD, CA 93301 OF CAO- REViSIONS No. DA TE DESCRIPTION 2 / / 3 / / CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEET C10. Q2 CONSTRUCT CONCRETE SLAB PER DETAIL 1 ON SHEET C1J. Q3 CONSTRUCT ENTRY PATIO AREA PER DETAIL 2 ON SHEET C11. ® CONSTRUCT P.C. C. TYPE "A" CURB & GUTTER PER COB STD ST -1. Q CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. © CONSTRUCT P.C. C. 11' WIDE COMMERCIAL CROSS GUTTER PER DETAIL 5 ON SHEET C1 J. M CONSTRUCT P. C. C, 10' WIDE VEE GUTTER PER DETAIL 6 ON SHEET C1J. ® CONSTRUCT P.C. C, SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. ❑9 CONSTRUCT 24" SO. BLACK PAVERS PER DETAIL 2 ON SHEET C11. t0 CONSTRUCT COMMERCIAL DRIVE APPROACH PER COB STD ST -4 ON SHEET C16. 11 CONSTRUCT P. C. C. CURB RAMP PER SHEET C12. 12 CONSTRUCT TREEWELL PER DETAIL 1 ON SHEET C15 AND LANDSCAPING PLAN. 13 INSTALL STREETLIGHT PER DETAIL 4 ON SHEET C14. 14 REMOVE & REPLACE EXISTING PULL BOX. 15 INSTALL PRECAST CONCRETE WHEELSTOP. 16 INSTALL GUAROPOST PER DETAIL 2 ON SHEET C14. 17 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C14. i 18 VAULT/BOX & COVER TO BE ADJUSTED TO GRADE BY OTHERS 19 GAS VALVE TO BE ADJUSTED TO GRADE BY OTHERS. 20 WA TER VA VE TO BE ADJUSTED TO GRADE BY OTHERS 21 REMOVE EXISTING P. C. C. PA VEMENT UNDER ASPHAL T STA 11+97f TO STA 1J+14f 22 PULLBOX TO BE ADJUSTED TO GRADE BY OTHERS. 23 INSTALL TYP. BOLLARD PER DETAIL J ON SHEET C14. 24 INSTALL TRASH CONTAINER. 25 INSTALL TRUNCATED DOME. i LEGEND: i I FULL DEPTH RECONSTRUCTION (FDR) 18TH STREET PLAN & PROF/LE L ;17 File Name: T1K202 Drawn: DP STREET IMPROVEMENTS - PADRE HOTEL BLOCK SHEET NO. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1 K202 En gin eer: BM Date: 12/29/11 Checked By b PROJECT NO. TIK202 C5 OF 20 0 1 2 3 S SCALE HOR/Z 1 J=20' INERT 1 "=2' 401 400 399 401 400 399 10+00 � EXISTING BUILDING 11+00 PLAN 12+00 STAGING AREA 4 c� 13+00 i "S = +0.249 L=7. ' NORTH PROF/LE 10+001 11+00 12+00 1,3+00 rn � k~:R U N 1 i �_ c� � ^ U Chi � OO� o all Q : v- NEW F OWLINE NEW C CO STRUC l0N VEW FL WLINE Q NEW CO STRUCON NW FLO MINE In EXl TING A LEY EX/ TING A LEY S=+0.409 S = +0.409 — — - -- — — — — S=+O 49 �4�— — -- -- _ "S = +0.249 L=7. ' NORTH PROF/LE 10+001 11+00 12+00 1,3+00 L=8. 401 400 399 401 400 399 QRpFESS/pN SEAN R q� REGI S TE ED. -(- EN GI NEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEET C10. E2 CONSTRUCT CONCRETE SLAB PER DETAIL 1 ON SHEET C13. ❑3 CONSTRUCT ENTRY PATIO AREA PER DETAIL 2 ON SHEET C11. ® CONSTRUCT P.C. C. TYPE "A" CURB & GUTTER PER COB SID ST -1. ❑5 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. © CONSTRUCT P. C. C 11 ' WIDE COMMERCIAL CROSS GUTTER PER DETAIL 5 ON SHEET C13. 7 CONSTRUCT P. C. C. 10' WIDE VEE GUTTER PER DETAIL 6 ON SHEET C13. ® CONSTRUCT P.C.C. SIDEWALK PER COB SID ST -8. MA TCH EXISTING WHERE APPLICABLE. 91 CONSTRUCT 24" SQ. BLACK PAVERS PER DETAIL 2 ON SHEET C11. 10 CONSTRUCT COMMERCIAL DRIVE APPROACH PER COB SID ST -4 ON SHEET C16. Fl -11 CONSTRUCT P.C. C. CURB RAMP PER SHEET C12. 12 CONSTRUCT TREEWELL PER DETAIL 1 ON SHEET C15 AND LANDSCAPING PLANN, 13 INSTALL STREETLIGHT PER DETAIL 4 ON SHEET C14. 14 REMOVE & REPLACE EXISTING PULL BOX. 15 INSTALL PRECAST CONCRETE WHEELSTOP. 16 INSTALL GUAROPOST PER DETAIL 2 ON SHEET C14. 17 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C14. 18 VA UL T/BOX & COVER TO BE ADJUSTED TO GRADE BY OTHERS 19 GAS VA VE TO BE ADJUSTED TO GRADE BY OTHERS. 20 WA TER VA VE TO BE ADJUSTED TO GRADE BY OTHERS. 21 REMO VE EXISTING P. C. C. PA VEMENT UNDER ASPHAL T STA 11+97f TO STA 13+14f 22 PULLBOX TO BE ADJUSTED TO GRADE BY OTHERS. 23 INSTALL TYP. BOLLARD PER DETAIL 3 ON SHEET C14. 24 INSTALL TRASH CONTAINER. 25 INSTALL TRUNCATED DOME. LEGEND: FULL DEPTH RECONSTRUCON (FDR) SOUTH PROF/LE � WALL STREETALLEY PLAN & PROFILE File Name: T1K202 Drawn: DP STREET IMPROVEMENTS - PADRE HOTEL BLOCK SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TIK202 Engineer: BM Date: 12/29/11 Checked By PROJECT NO. TIK202 C6 OF 20 0 1 2 3 rn � � OO� o all Q NEW CO STRUCON NW FLO MINE In EX/ TING A LEY S = +0.409 S +a26.%,vr7 II i L=8. 401 400 399 401 400 399 QRpFESS/pN SEAN R q� REGI S TE ED. -(- EN GI NEER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEET C10. E2 CONSTRUCT CONCRETE SLAB PER DETAIL 1 ON SHEET C13. ❑3 CONSTRUCT ENTRY PATIO AREA PER DETAIL 2 ON SHEET C11. ® CONSTRUCT P.C. C. TYPE "A" CURB & GUTTER PER COB SID ST -1. ❑5 CONSTRUCT P. C. C. TYPE "B" CURB & GUTTER PER COB STD ST -1. © CONSTRUCT P. C. C 11 ' WIDE COMMERCIAL CROSS GUTTER PER DETAIL 5 ON SHEET C13. 7 CONSTRUCT P. C. C. 10' WIDE VEE GUTTER PER DETAIL 6 ON SHEET C13. ® CONSTRUCT P.C.C. SIDEWALK PER COB SID ST -8. MA TCH EXISTING WHERE APPLICABLE. 91 CONSTRUCT 24" SQ. BLACK PAVERS PER DETAIL 2 ON SHEET C11. 10 CONSTRUCT COMMERCIAL DRIVE APPROACH PER COB SID ST -4 ON SHEET C16. Fl -11 CONSTRUCT P.C. C. CURB RAMP PER SHEET C12. 12 CONSTRUCT TREEWELL PER DETAIL 1 ON SHEET C15 AND LANDSCAPING PLANN, 13 INSTALL STREETLIGHT PER DETAIL 4 ON SHEET C14. 14 REMOVE & REPLACE EXISTING PULL BOX. 15 INSTALL PRECAST CONCRETE WHEELSTOP. 16 INSTALL GUAROPOST PER DETAIL 2 ON SHEET C14. 17 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C14. 18 VA UL T/BOX & COVER TO BE ADJUSTED TO GRADE BY OTHERS 19 GAS VA VE TO BE ADJUSTED TO GRADE BY OTHERS. 20 WA TER VA VE TO BE ADJUSTED TO GRADE BY OTHERS. 21 REMO VE EXISTING P. C. C. PA VEMENT UNDER ASPHAL T STA 11+97f TO STA 13+14f 22 PULLBOX TO BE ADJUSTED TO GRADE BY OTHERS. 23 INSTALL TYP. BOLLARD PER DETAIL 3 ON SHEET C14. 24 INSTALL TRASH CONTAINER. 25 INSTALL TRUNCATED DOME. LEGEND: FULL DEPTH RECONSTRUCON (FDR) SOUTH PROF/LE � WALL STREETALLEY PLAN & PROFILE File Name: T1K202 Drawn: DP STREET IMPROVEMENTS - PADRE HOTEL BLOCK SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TIK202 Engineer: BM Date: 12/29/11 Checked By PROJECT NO. TIK202 C6 OF 20 0 1 2 3 W O M s SCALE HOR/Z 1=20' VERT 1 n=4' 402 401 400 399 J 10+00 m 10 to :D +I� EXISTING BUILDING z QIO Q 774e� - - -- N 19th STREET z o z N Q 11+00 ao Lc) 12+00 N i N 3+b0 EXISTING BLDG. 11+00 �— EXISTING SIDEWALK--' EXISTING BLDG. PLAN EXISTING BLDG. 12+00 6 CIO STAGING AREA � J J 0 0 r QROFESS/ON pEAN R �` ! a o , }l I� I C 46803rTl J � � qTF V\�o�� OFI BAKERSFIELD, CA 93301 7 � � No. z �� DESCRIP TION 10+00 m 10 to :D +I� EXISTING BUILDING z QIO Q 774e� - - -- N 19th STREET z o z N Q 11+00 ao Lc) 12+00 N i N 3+b0 EXISTING BLDG. 11+00 �— EXISTING SIDEWALK--' EXISTING BLDG. PLAN EXISTING BLDG. 12+00 6 CIO STAGING AREA � J J 0 0 r n NEW AC PA VING 13+00 0 0 0 M r 14 QROFESS/ON pEAN R �` ! a o , REGIS RED CIVIL ENGINEER C 46803rTl J � � qTF V\�o�� OFI BAKERSFIELD, CA 93301 7 � � No. z �� DESCRIP TION nm'(OR(OW n NEW AC PA VING 13+00 0 0 0 M r 14 SOUTH PROFILE 403 402 401 400 399 QROFESS/ON pEAN R �` ! , REGIS RED CIVIL ENGINEER C 46803rTl * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF V\�o�� OFI BAKERSFIELD, CA 93301 CAS REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / v C�� ° �' W ".,'o �o "•,'o coo �� EXIS77NG STREET C EXIS NG FL WLINE — — — — — — NEW FL 0 NE S=+0.32,`x' v -- — -- -- — -- -- — -- -- — — — — -- — S= 0.32% S+0.32% L=21.99' SOUTH PROFILE 403 402 401 400 399 CONSTRUCT/ON NOTES: Q1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEET CIO. a2 CONSTRUCT CONCRETE SLAB PER DETAIL 1 ON SHEET C13. �3 CONSTRUCT ENTRY PATIO AREA PER DETAIL 2 ON SHEET C11. ® CONSTRUCT P. C. C. TYPE "A" CURB & GUTTER PER COB STD ST -1. Q CONSTRUCT P. C. C. TYPE 'B" CURB & GUTTER PER COB STD ST -1. © CONSTRUCT P. C C. 11' WIDE COMMERCIAL CROSS GUTTER PER DETAIL 5 ON SHEET C13. E7 CONSTRUCT P.C. C. 10' WIDE VEE GUTTER PER DETAIL 6 ON SHEET C13. ® CONSTRUCT P.C. C. SIDEWALK PER COB STD ST—B. MATCH EXISTING WHERE APPLICABLE. Q CONSTRUCT 24" SQ. BLACK PAVERS PER DETAIL 2 ON SHEET C11. 10 CONSTRUCT COMMERCIAL DRIVE APPROACH PER COB STD ST -4 ON SHEET C16. 11 CONSTRUCT P. C. C. CURB RAMP PER SHEET C12. 12 CONSTRUCT TREEWELL PER DETAIL 1 ON SHEET C15 AND LANDSCAPING PLAN. 13 INSTALL STREETLIGHT PER DETAIL 4 ON SHEET C14. 14 REMOVE & REPLACE EXISTING PULL BOX. 15 INSTALL PRECAST CONCRETE WHEELSTOP. 16 INSTALL GUAROPOST PER DETAIL 2 ON SHEET C14. 17 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C14. 18 VAULT/BOX & COVER TO BE ADJUSTED TO GRADE BY OTHERS. 19 GAS VA VE TO BE ADJUSTED TO GRADE BY OTHERS. 20 WA TER VA VE TO BE ADJUSTED TO GRADE BY OTHERS 21 REMOVE EXISTING P. C. C. PA VEMENT UNDER ASPHAL T STA 11+97.± TO STA 13+ 14f 22 PULLBOX TO BE ADJUSTED TO GRADE BY OTHERS. 23 INSTALL TYP. BOLLARD PER DETAIL 3 ON SHEET C14. 24 INSTALL TRASH CONTAINER. 25 INSTALL TRUNCATED DOME. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) If 0 19TH STREET PLAN & PROFILE 7 File Name: TIK202 Drawn: DP STREET IMPROVEMENTS - PADRE HOTEL BLOCK CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1K202 Engineer. BM SHEET NO. By �� PROJECT NO. T1K202 C7 OF 20 Date: 12/29/11 Checked B 0 1 2 3 QROFESS/ON pEAN R �` ! , REGIS RED CIVIL ENGINEER C 46803rTl * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF V\�o�� OFI BAKERSFIELD, CA 93301 CAS REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / CONSTRUCT/ON NOTES: Q1 CONSTRUCT A. C. PA VEMENT PER TYPICAL SECTIONS ON SHEET CIO. a2 CONSTRUCT CONCRETE SLAB PER DETAIL 1 ON SHEET C13. �3 CONSTRUCT ENTRY PATIO AREA PER DETAIL 2 ON SHEET C11. ® CONSTRUCT P. C. C. TYPE "A" CURB & GUTTER PER COB STD ST -1. Q CONSTRUCT P. C. C. TYPE 'B" CURB & GUTTER PER COB STD ST -1. © CONSTRUCT P. C C. 11' WIDE COMMERCIAL CROSS GUTTER PER DETAIL 5 ON SHEET C13. E7 CONSTRUCT P.C. C. 10' WIDE VEE GUTTER PER DETAIL 6 ON SHEET C13. ® CONSTRUCT P.C. C. SIDEWALK PER COB STD ST—B. MATCH EXISTING WHERE APPLICABLE. Q CONSTRUCT 24" SQ. BLACK PAVERS PER DETAIL 2 ON SHEET C11. 10 CONSTRUCT COMMERCIAL DRIVE APPROACH PER COB STD ST -4 ON SHEET C16. 11 CONSTRUCT P. C. C. CURB RAMP PER SHEET C12. 12 CONSTRUCT TREEWELL PER DETAIL 1 ON SHEET C15 AND LANDSCAPING PLAN. 13 INSTALL STREETLIGHT PER DETAIL 4 ON SHEET C14. 14 REMOVE & REPLACE EXISTING PULL BOX. 15 INSTALL PRECAST CONCRETE WHEELSTOP. 16 INSTALL GUAROPOST PER DETAIL 2 ON SHEET C14. 17 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C14. 18 VAULT/BOX & COVER TO BE ADJUSTED TO GRADE BY OTHERS. 19 GAS VA VE TO BE ADJUSTED TO GRADE BY OTHERS. 20 WA TER VA VE TO BE ADJUSTED TO GRADE BY OTHERS 21 REMOVE EXISTING P. C. C. PA VEMENT UNDER ASPHAL T STA 11+97.± TO STA 13+ 14f 22 PULLBOX TO BE ADJUSTED TO GRADE BY OTHERS. 23 INSTALL TYP. BOLLARD PER DETAIL 3 ON SHEET C14. 24 INSTALL TRASH CONTAINER. 25 INSTALL TRUNCATED DOME. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) If 0 19TH STREET PLAN & PROFILE 7 File Name: TIK202 Drawn: DP STREET IMPROVEMENTS - PADRE HOTEL BLOCK CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1K202 Engineer. BM SHEET NO. By �� PROJECT NO. T1K202 C7 OF 20 Date: 12/29/11 Checked B 0 1 2 3 402 401 400 399 i ( WLij W , El J El r'l N 0 17 �m C i 0 CURVE TABLE 11 EXISTING PADRE HOTEL J O SCALE 0 HOR/Z l--20' < INERT 1 =2' C2 5.00' N J J 7 C3 5.00' EXISTING 4.97' 89.41'47 UMMS OP VII "PAMNO VEE 011 M)t 14.00' 22.00' 14.00' 90'01'29 J J m J J J C13 J JLO J J I N Z 7 N J N p 14 h h Ln N Q N Z �- i Z •� 2 Q 3 .� Q 3 � z 2 ^ 2 O Q. ' Z N 2z O N� Q Z N� A �� �� O O �o O O O Oci 0 {� Q 1\ A Q V Q Q V Q Q Q Q Z Q U Q Z (n W (n (n m CO O (n W (n m CO W N 3 m 3 �r RUIP / (n i 0 0 0 CURVE TABLE 11 .�J �g ~— SAWCUT & JOIN r RADIUS LENGTH J O SCALE 0 HOR/Z l--20' < INERT 1 =2' C2 5.00' N J J 7 C3 5.00' EXISTING 4.97' 89.41'47 C4 14.00' 22.00' 14.00' 90'01'29 C5 5.00' ,� Q) 12+00 p ^ C13 J J N N I N Z 7 1231 TYP. J 14 h h Ln A10 00 (0 Q N N 11+00 N h — — -z— _ �o J (n r N m (n (n w o � r -t 0 0 10+00 L ii ti z ,0 H U tY z '0 U z W m 11+00 CURVE TABLE .�J �g ~— SAWCUT & JOIN r RADIUS LENGTH J O SCALE 0 HOR/Z l--20' < INERT 1 =2' C2 5.00' N 10+00 L ii ti z ,0 H U tY z '0 U z W m 11+00 �� (n�z H 6TREE T .v. 1 C10 1 li i i PLAN 12+00 04 CURVE TABLE .�J �g ~— SAWCUT & JOIN r RADIUS LENGTH J U) ~ 0 ~ 14.01' V)I(-) C2 5.00' J J J 7 C3 5.00' EXISTING 4.97' 89.41'47 C4 14.00' 22.00' 14.00' 90'01'29 C5 5.00' ,� 5.02' 12+00 p ^ C13 N 13+00 L�z �' I N Z N �v 14 h h Ln h �� (n�z H 6TREE T .v. 1 C10 1 li i i PLAN 12+00 04 CURVE TABLE CURVE RADIUS LENGTH TANGENT U) < 0 22.00' 14.01' V)I(-) C2 5.00' 7.85' 13+00 Iz LTJ WEST PROFILE 402 401 400 399 Q�pFESS/ONq <. REGI S TERED CIVlLINCINEER C 46803 * Exp. 6-30-1 yk CITY OF BAKERSFIELD �� 1501 TRUXTUN A VENUE I cm\- BAKERSFIELD, CA 93301 OF CA\ - REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTIONS ON SHEET CIO. ❑2 CONSTRUCT CONCRETE SLAB PER DETAIL 1 ON SHEET C13. F3 CONSTRUCT ENTRY PA 770 AREA PER DETAIL 2 ON SHEET CII. ® CONSTRUCT P.C. C. TYPE "A" CURB & GUTTER PER COB STD ST -1. Q CONSTRUCT P. C. C. TYPE '$" CURB & GUTTER PER COB STD ST -1. © CONSTRUCT P. C C. 11 ' WIDE COMMERCIAL CROSS GUTTER PER DETAIL 5 ON SHEET C13. �7 CONSTRUCT P.C. C. 10' WIDE VEE GUTTER PER DETAIL 6 ON SHEET C13. ® CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. Q CONSTRUCT 24" SQ. BLACK PAVERS PER DETAIL 2 ON SHEET C11. 10 CONSTRUCT COMMERCIAL DRIVE APPROACH PER COB STD ST -4 ON SHEET C16. 11 CONSTRUCT P. C. C. CURB RAMP PER SHEET C12. 12 CONSTRUCT TREEWELL PER DETAIL 1 ON SHEET C15 AND LANDSCAPING PLAN. t3 INSTALL STREETLIGHT PER DETAIL 4 ON SHEET C14. 14 REMOVE & REPLACE EXISTING PULL BOX. 15 INSTALL PRECAST CONCRETE WHEELSTOP. 16 INSTALL GUAROPOST PER DETAIL 2 ON SHEET C14. 17 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C14. t8 VAULT/BOX & COVER TO BE ADJUSTED TO GRADE BY OTHERS 19 GAS VA VE TO BE ADJUSTED TO GRADE BY OTHERS. 20 WATER VALVE TO BE ADJUSTED TO GRADE BY OTHERS. F2 1 REMOVE EXISTING P. C. C. PA VEMENT UNDER ASPHAL T STA 11+97-+ TO STA 13+14± 22 PULLBOX TO BE ADJUSTED TO GRADE BY OTHERS 23 INSTALL TYP. BOLLARD PER DETAIL 3 ON SHEET C14. 24 INSTALL TRASH CONTAINER. 25 INSTALL TRUNCATED DOME. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) H STREET PLAN & PROF/LE A File Name: TIK202 Drawn: DP STREET IMPROVEMENTS - PADRE HOTEL BLOCK SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TIK202 Engineer: BM - Date: 12/29/11 Checked By 'g$ PROJECT NO. TIK202 C8 OF 20 0 1 2 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 14.00' 22.00' 14.01' 90'03'21 C2 5.00' 7.85' 5.00' 90'00'32 C3 5.00' 7.83' 4.97' 89.41'47 C4 14.00' 22.00' 14.00' 90'01'29 C5 5.00' 7.87' 5.02' 9014'24 WEST PROFILE 402 401 400 399 Q�pFESS/ONq <. REGI S TERED CIVlLINCINEER C 46803 * Exp. 6-30-1 yk CITY OF BAKERSFIELD �� 1501 TRUXTUN A VENUE I cm\- BAKERSFIELD, CA 93301 OF CA\ - REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTIONS ON SHEET CIO. ❑2 CONSTRUCT CONCRETE SLAB PER DETAIL 1 ON SHEET C13. F3 CONSTRUCT ENTRY PA 770 AREA PER DETAIL 2 ON SHEET CII. ® CONSTRUCT P.C. C. TYPE "A" CURB & GUTTER PER COB STD ST -1. Q CONSTRUCT P. C. C. TYPE '$" CURB & GUTTER PER COB STD ST -1. © CONSTRUCT P. C C. 11 ' WIDE COMMERCIAL CROSS GUTTER PER DETAIL 5 ON SHEET C13. �7 CONSTRUCT P.C. C. 10' WIDE VEE GUTTER PER DETAIL 6 ON SHEET C13. ® CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. Q CONSTRUCT 24" SQ. BLACK PAVERS PER DETAIL 2 ON SHEET C11. 10 CONSTRUCT COMMERCIAL DRIVE APPROACH PER COB STD ST -4 ON SHEET C16. 11 CONSTRUCT P. C. C. CURB RAMP PER SHEET C12. 12 CONSTRUCT TREEWELL PER DETAIL 1 ON SHEET C15 AND LANDSCAPING PLAN. t3 INSTALL STREETLIGHT PER DETAIL 4 ON SHEET C14. 14 REMOVE & REPLACE EXISTING PULL BOX. 15 INSTALL PRECAST CONCRETE WHEELSTOP. 16 INSTALL GUAROPOST PER DETAIL 2 ON SHEET C14. 17 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C14. t8 VAULT/BOX & COVER TO BE ADJUSTED TO GRADE BY OTHERS 19 GAS VA VE TO BE ADJUSTED TO GRADE BY OTHERS. 20 WATER VALVE TO BE ADJUSTED TO GRADE BY OTHERS. F2 1 REMOVE EXISTING P. C. C. PA VEMENT UNDER ASPHAL T STA 11+97-+ TO STA 13+14± 22 PULLBOX TO BE ADJUSTED TO GRADE BY OTHERS 23 INSTALL TYP. BOLLARD PER DETAIL 3 ON SHEET C14. 24 INSTALL TRASH CONTAINER. 25 INSTALL TRUNCATED DOME. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) H STREET PLAN & PROF/LE A File Name: TIK202 Drawn: DP STREET IMPROVEMENTS - PADRE HOTEL BLOCK SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TIK202 Engineer: BM - Date: 12/29/11 Checked By 'g$ PROJECT NO. TIK202 C8 OF 20 0 1 2 3 J o � Q3 NEW lQ0KIAE o EXIS NG FLOXINE EXIS NG STREET _ ---- -- ---- -- ---- —_ S= 0.56.E S= +0.36% _ S +0.56% S=+a25 5=+0.56 — — — PQ L=2.00' o°Oo� rnm o� om moo) Irl W 00 N o � o WEST PROFILE 402 401 400 399 Q�pFESS/ONq <. REGI S TERED CIVlLINCINEER C 46803 * Exp. 6-30-1 yk CITY OF BAKERSFIELD �� 1501 TRUXTUN A VENUE I cm\- BAKERSFIELD, CA 93301 OF CA\ - REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / CONSTRUCT/ON NOTES: ❑1 CONSTRUCT A.C. PAVEMENT PER TYPICAL SECTIONS ON SHEET CIO. ❑2 CONSTRUCT CONCRETE SLAB PER DETAIL 1 ON SHEET C13. F3 CONSTRUCT ENTRY PA 770 AREA PER DETAIL 2 ON SHEET CII. ® CONSTRUCT P.C. C. TYPE "A" CURB & GUTTER PER COB STD ST -1. Q CONSTRUCT P. C. C. TYPE '$" CURB & GUTTER PER COB STD ST -1. © CONSTRUCT P. C C. 11 ' WIDE COMMERCIAL CROSS GUTTER PER DETAIL 5 ON SHEET C13. �7 CONSTRUCT P.C. C. 10' WIDE VEE GUTTER PER DETAIL 6 ON SHEET C13. ® CONSTRUCT P.C. C. SIDEWALK PER COB STD ST -8. MATCH EXISTING WHERE APPLICABLE. Q CONSTRUCT 24" SQ. BLACK PAVERS PER DETAIL 2 ON SHEET C11. 10 CONSTRUCT COMMERCIAL DRIVE APPROACH PER COB STD ST -4 ON SHEET C16. 11 CONSTRUCT P. C. C. CURB RAMP PER SHEET C12. 12 CONSTRUCT TREEWELL PER DETAIL 1 ON SHEET C15 AND LANDSCAPING PLAN. t3 INSTALL STREETLIGHT PER DETAIL 4 ON SHEET C14. 14 REMOVE & REPLACE EXISTING PULL BOX. 15 INSTALL PRECAST CONCRETE WHEELSTOP. 16 INSTALL GUAROPOST PER DETAIL 2 ON SHEET C14. 17 INSTALL DRAIN PIPE UNDER SIDEWALK PER DETAIL 1 ON SHEET C14. t8 VAULT/BOX & COVER TO BE ADJUSTED TO GRADE BY OTHERS 19 GAS VA VE TO BE ADJUSTED TO GRADE BY OTHERS. 20 WATER VALVE TO BE ADJUSTED TO GRADE BY OTHERS. F2 1 REMOVE EXISTING P. C. C. PA VEMENT UNDER ASPHAL T STA 11+97-+ TO STA 13+14± 22 PULLBOX TO BE ADJUSTED TO GRADE BY OTHERS 23 INSTALL TYP. BOLLARD PER DETAIL 3 ON SHEET C14. 24 INSTALL TRASH CONTAINER. 25 INSTALL TRUNCATED DOME. LEGEND: FULL DEPTH RECONSTRUCTION (FDR) H STREET PLAN & PROF/LE A File Name: TIK202 Drawn: DP STREET IMPROVEMENTS - PADRE HOTEL BLOCK SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TIK202 Engineer: BM - Date: 12/29/11 Checked By 'g$ PROJECT NO. TIK202 C8 OF 20 0 1 2 3 MAC EXISTING PADRE HOTEL NEW CURB RAMP PER DETAIL 4 C12 --------------------° I m SCALE HOR/Z 1"-10' on E4 -1 F.. w f OF NEW GUARDPOST PER DETAIL 2 C14 TYP. OF 9 NEW CONCRETE SLAB 'C' PER DETAIL 1 C13 29'--9" 1 ll' -9" I EXISTING BUILDING (NOT -A -PART) NEW POWER PEDESTAL PER SHEET E-1 NEW CONCRETE SLAB 'A' PER DETAIL 1 C13 PROPERTY LINE --� "o? .oc .oc v NEW WHEELS TOP— TYP. NEW CONCRETE SLAB 'B' PER DETAIL 1 C13 a� A� EXISTING SIDEWALK NEW SIGNS PER NOTE #2— STAGING AREA NEW AC PAVING PER DETAIL cz I NEW SIGN PER NOTE #1 TYP. ON EACH SIDE OF THIS DRIVEWAY NEW WHEELSTOP—TYP. NEW LIGHT 0 �c 0 0 0 0 0 1 ,�! -- -- -- — -- RAW Ir -------------------�c--------------------- :::. E ________ ' NEW SIDEWALK O 8.5' 9T��o 2 3 Vol _61 9' 4' TYP. NEW LIGHT �'%QF;�N' \� ------------ NEW TREEWELL TYP. OF 6 PLACES 21 A n I LTA r --n H_� CITY OF BAKERSFIELD, CALIFORNIA O 12+00 13+00 STAGING AREA PLAN y✓ V i --i E 5 — NEW CURB RAMP PER DETAIL C12 SAWCUT & JOIN LIP WITH EXISTING NOTES: 1. "VALET PARKING ONL Y" SIGN SHALL BE POSTED ON A 14718" PANEL MOUNTED ON A 2"0 GAL V. STEEL POST WITH A HOOK AT 3' 0" ABOVE GRADE FOR ATTACHING CHAIN GATE. SEE COB STD DETAIL T-2 FOR NOTES NOT SHOWN. 2. "PRI VA TE PROPERTY NO PARKING" SIGN SHALL BE POSTED ON A 14 "X18" PANEL MOUNTED ON A 2"0 GAL V. STEEL POST WITH A HOOK AT 3 —0 " ABO VE GRADE FOR A TTA CHING CHAIN GATE. SEE CDB STD DETAIL T-2 FOR NOTES NOT SHOWN. J. SEE SHEET E-1 FOR ELECTRICAL POWER & LIGHTING PLANS. 4. SEE /R & LA SHEETS FOR IRR/GA T/ON & LANDSCAPE PLANS. ABBREVIATIONS: AC REGISTERED s NGINEER QROFESS/0N pEAN ��' 0�•� �9,Li� 2� C 46803 AP ANGLE POINT PB y� Exp.6-30-13 BC CITY OF BAKERSFIELD 1501 TRUXTUN BAKERSFIELD, AVENUE CA 93301 qTF CI V �� OF CAO BCR BEGINNING OF REVISIONS CEMENT CONCRETE No. DA TE PA VEMENT GRADE DESCRIP TION PGL 1 / / Pl POINT OF INTERSECTION C&G CURB & GUTTER POC POINT OF CURVE C.O.B. CITY OF BAKERSFIELD PRC 2 / / CONCRETE REVERSE CUR VE CY CUBIC YARD R/W RIGHT—OF—WAY DTL 3 / / REINFORCEMENT DWY EXISTING CONCRETE PA VEMENT RT RIGHT EC END OF CURVE SCH. � 147 ECR END OF CURB RETURN SCHED. i --i E 5 — NEW CURB RAMP PER DETAIL C12 SAWCUT & JOIN LIP WITH EXISTING NOTES: 1. "VALET PARKING ONL Y" SIGN SHALL BE POSTED ON A 14718" PANEL MOUNTED ON A 2"0 GAL V. STEEL POST WITH A HOOK AT 3' 0" ABOVE GRADE FOR ATTACHING CHAIN GATE. SEE COB STD DETAIL T-2 FOR NOTES NOT SHOWN. 2. "PRI VA TE PROPERTY NO PARKING" SIGN SHALL BE POSTED ON A 14 "X18" PANEL MOUNTED ON A 2"0 GAL V. STEEL POST WITH A HOOK AT 3 —0 " ABO VE GRADE FOR A TTA CHING CHAIN GATE. SEE CDB STD DETAIL T-2 FOR NOTES NOT SHOWN. J. SEE SHEET E-1 FOR ELECTRICAL POWER & LIGHTING PLANS. 4. SEE /R & LA SHEETS FOR IRR/GA T/ON & LANDSCAPE PLANS. ABBREVIATIONS: AC ASPHAL T CONCRETE 0. C. ON CENTER AP ANGLE POINT PB PULL BOX BC BEGINNING OF CURVE PCC PORTLAND BCR BEGINNING OF CEMENT CONCRETE CURB RETURN PG PA VEMENT GRADE CLR. CLEAR PGL PAVEMENT GRADE LINE C OR CIL CENTERLINE Pl POINT OF INTERSECTION C&G CURB & GUTTER POC POINT OF CURVE C.O.B. CITY OF BAKERSFIELD PRC POINT OF CONC. CONCRETE REVERSE CUR VE CY CUBIC YARD R/W RIGHT—OF—WAY DTL DETAIL RE/NF. REINFORCEMENT DWY DRI VEWA Y RT RIGHT EC END OF CURVE SCH. SCHEDULE ECR END OF CURB RETURN SCHED. SCHEDULE EMBED. EMBEDMENT SF SQUARE FEET EP EDGE OF PA VEMENT SHT SHEET EXIST EXISTING SIM. SIMILAR FL FL 0WLINE SPECS. SPEC/FICA TIONS FG FINISH GRADE SQ. SQUARE GB GRADE BREAK STD STANDARD HORIZZ, HORIZONTAL SW SIDEWALK LF LINEAL FEET THK. THICK LT LEFT U/G UNDERGROUND MAX. MAXIMUM U.N. 0. UNLESS NOTED OTHERWISE MFR MANUFAC17lRER VERT VERTICAL MIN. MINIMUM XG CROSS GUTTER STAGING AREA PLAN 17)7 File Name: T1K229 Drawn: DP STREET IMPROVEMENTS - 19TH AND H STREET STAGING AREA SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: TIK229 Engineer: BM Date: 12/29/11 Checked By.• PROJECT NO. TIK229 C9 OF 20 0 1 2 3 CONSTRUCTION 33' 14' 27.25' 27.25' 14' 6 I 6' 10.5' 10.5' 6' I I NEW SIDEWALK PER C.O.B. STD DTL ST -8 EXIST/NG SIDEWALK I SIDEWALK SHALL BE 4.0" 1( NEW/EXISTING CURB & GUTTER i I NEW TYPE "A" CURB & GUTTER NEW CURB & GUTTER EXIST/NG CURB & GUTTER I PER C.O.B. STD DTL ST -1 PER C.O.B. STD DTL ST -1 PER DETAIL 7/ClJ I NEW E l I 9 I / X STING SIDEWALK PER I NEW SIDEWALK PER NEW AC PAVING EXISTING AC PAVING `I PER C.O.B. STD DTL ST -8 I C13 I NEW 0.33' I C.O.B. STD DTL ST -8. (0.67 THK.) I I SIDEWALK SHALL BE 4.0 I AC PAVING I -----� --- VARIES VARIES 1' COMPACTED 0.50' COMPACTED 2' SAWCUT EXISTING MATERIAL � � I Ii AGGREGA TE BASE EXISTING SUBGRADE EXISTING SUBGRADE GRADING PLANE ROAD SECT/ON 4 ROAD SECT/ON C� ATH STREET C� WALL STREETALLEY STA 11+93 TO S.TA 13+02 STA 10+29 TO STA 10+67 STA 11+60 TO STA 11+98 CONSTRUCTION 10' 7' 3' 21.25' 27.25' i NEW SIDEWALK PER I EXISTING SIDEWALK C.O.B. STD DTL ST -8 SIDEWALK SHALL BE 6.0"' \ NEW COMM'L VEE GUTTER I EXISTING CURB & GUTTER PER DETAIL 6/CIJ \I NEW AC PAVING I EXIST/NG AC PAVING I (0.67' THK.) T 2' SAWCUT EXISTING SUBGRADE 1' COMPACTED EXISTING MA TERIAL 2 ROAD SECT/ON C% AT H STREET STA 10+65 TO STA 11+37 I' COMPACTED EXISTING MA TERIAL 21.25' 2' SAWCUT CONSTRUCTION EXISTING SUBGRADE ROAD SECTION C% A 3 T H STREET/ALLEYINTERSECT/ON STA 11+63 TO STA 11184 14' CITY OF BA KERSFIEL D, CALIFORNIA I I I I Hyl I I I I �I I �I I I ` I I I I I 14' 27.25' CONSTRUCTION 27.25' NEW SIDEWALK PER EX/STING SIDEWALK C.O.B. STD DTL ST -8 SIDEWALK SHALL BE 6.0" NEW TYPE "A" CURB & GUTTER I EXISTING CURB & GUTTER - PER C.O.B. STD DTL ST -1 NEW AC PAVING ( EXISTING AC PA VING MPT i 12'SAWCUT EXISTING SUBGRADE BROAD SECTION 14' 33' i 6' 10.5' 10.5' 6' i I I NEW/EXISTING CURB & GUTTER i i NEW TYPE "A" CURB & GUTTER PER C.O.B. STD DTL ST -1I PER C.O.B. STD DTL ST -1 NEW/EXISTING SIDEWALK PER 9 I NEW SIDEWALK PER PER C.O.B. STD DTL ST -8I NEW 0.33' I C.O.B. STD DTL ST -8. C13 AC PAVING SIDEWALK SHALL BE 4.0" VARIES VARIES - �— —y 0.50' COMPACTED IAGGREGATE BASE REMOVE EXISTING 0.50' COMPACTED CONCRETE PAVEMENT IMPORT BORROW GRADING PLANE 0.50' COMPACTED EXISTING SUBGRADE EXISTING MA TERIAL 7 ROA D SEC TION C� WALL STREET ALLEY STA 11+98 TO STA 13+14 I I I I �I I 111 �1 I I C1 AT 18TH STREET STA 90+30 TO STA 13+03 CONSTRUCTION 14' 27.25' 27.25' 14' NEW SIDEWALK PER EXISTING SIDEWALK I C.O.B. STD DTL ST -8 SIDEALK SHALL BE 4.0" I i NEW TYPE "A " CURB & I EXISTING CURB & GUTTER I GUTTER PER C.O.B. STD DETAIL ST -1 (SIM.) 1 � EXISTING CONCRETE SAWCUT & MATCH 3 PA VEMENT LIP TO EXISTING I I EXISTING SUBGRADE BROAD SECTION C� AT 19TH STREET STA 72+39 TO STA 73+06 PUBLIC WORKS DEPARTMENT File Name: T1K202 Job No.: T1 K202 Date: 12/29/11 Drawn: DP Engineer: BM Checked By QRpFESS/ON DEANrn REGISTERED Cl VIL NGINEER C 46803 y� Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIV�� BAKERSFIELD, CA 93301 OF CM --\F REVISIONS No. DA TE OESCRIP TION 1 / / 2 / / 3 / / ALLEY 16.5' I 8' NEW DRIVE APPROACH . I 8.5' 2' 6' W J I SAWCUT/JOIN LINE o � Q) I EXISTING CONCRETE SLAB NEW AC PAVING ' C` 2%VARIES ----- NEW COMPACTED AGGREGA TE BASE , 1' COMPACTED 'EXISTING SUBGRADE EXISTING MA TERIAL NO TE.- 1. SEE C.O.B. STANDARD DETAIL ST -4 FOR APPLICABLE NOTES NOT SHOWN. MODIFIED DR/VE APPROACH WALL STREET ALLEY STA 10+67 TO STA 11+60 ROAD SECTIONS STREET IMPROVEMENTS - PADRE HOTEL BLOCK PROJECT NO. TIK202 SHEET NO. CIO OF 20 t 0 NEW SIDEWALK NEW CURB GU NEW AC PA NEW CURB RA NEW CURB — NEW CURB RAMP z QROFESS Q) I 72'-0" (EC TO BC) 4'-0" 4'-0" Z Q PER DETA/L 3 REGI S TE ED l V N GI N w � �' n ER C 46803 C12 P CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE �P qTF NEW BOLLARD &FOOTING OF FCAA1-�F 0' BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION MA 6 / / 4'-0" x�x ix i f 3 / / i NEW SIDEWALK C, ----------------J E T I �Q /-Z-�EC EDGE OF SIDEWALK 5 & VEE CURB W o � 5' RADIUS ' - G PRC W -------------- NEW CURB --------___--------------------------- ---_ Q --_ ---_------- 5 ------------- -------------- ------------------------------- ------------- Cl3 5' RADIUS I :T --O " PA VEMENT TIE-IN BC o , 0 E -.-. - RPB �Y _ -- ------------ --- \� 3'-0" 3' 0" I � I � 6'O] 9 ! NEW SIDEWALK CROSS GUTTER DETAIL SCALE.- 1`--5'-O" NOTE.- SEE C.O.B. STD. DETAIL ST -3 (SIM.) FOR NOTES NOT SHOWN. FL0WLINE -------------------------------------- -------------------------------- ------------ uj NEW VEE GUTTER of ZAJ I W ''~AA ----------------- LIP OF GUTTER Z TREET z SA WC LINE 6 S -CURB DETAIL V EXISTING DOORS — PADRE HOTEL FACE OF EXISTING BUILDING ---I----T-- ---,� I %A I I I NEW CONCRETE ENTRY PATIO ARE, I I (I NEW 24" SQ. SEE B/D ITEM 123 FEXISTING CONCRETE RAMP I & PA T/0 LANDING BLACK PAVERS EXISTING DOORS - SCALE.- 112'- l'-0 NOTE:• SEE C.O.B. STD. DETAILS ST -1 (TYPE "B") & ST -3 (SIM.) FOR CURB & GUTTER NOTES NOT SHOWN. sq oo , W Ac>> 6'-9"f o 43' 8, EXISTING SIDEWALK 52'-5"f FIELD VERIFY I IN NEW CURB &GUTTER V I� II I� I NEW SIDEWALK l ! � I PADRE HOTEL II t------- 5A J% Cil I ��A moo II y II NEW 24" SQ. BLACK PA VERS FACE OF EXISTING BLDG. - NEW BOLLARD- TYP. NEW SIDEWALK NEW TRUNCATED DOME VA RIE 7'-0" 3'-0" 2'-0" PA VEMENT TIE-IN 6'-2"f 2'-6" 10'-0" CLEAR CLEAR 1 VEE GUTTER DECORATIVE SIDEWALK "B" DETAIL TO MATCH EXISTING SEE BID /TEM #33 0 0 z QROFESS Q) I 0 I Z Q U V I� II I� I NEW SIDEWALK l ! � I PADRE HOTEL II t------- 5A J% Cil I ��A moo II y II NEW 24" SQ. BLACK PA VERS FACE OF EXISTING BLDG. - NEW BOLLARD- TYP. NEW SIDEWALK NEW TRUNCATED DOME VA RIE 7'-0" 3'-0" 2'-0" PA VEMENT TIE-IN 6'-2"f 2'-6" 10'-0" CLEAR CLEAR 1 VEE GUTTER DECORATIVE SIDEWALK "B" DETAIL TO MATCH EXISTING SEE BID /TEM #33 0 0 4'-5" 11'-3"t 4'-5NEW SIDEWALK - 18TH STREET 3' SCORE PATTERN 20' 0"f TO MATCH EXISTING TO THE WEST LkDECORATIVE SIDEWALK "A " AND ENTRY PATIO DETAIL CITY OF BAKERSFIELD, W EXIS77NG CONTROLLER NEW CURB RAMP PER DETAIL 6 C12 • SCALE 1"---5'-0" QROFESS EAN OT x xN x REGI S TE ED l V N GI N w � �' n ER C 46803 P CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE �P qTF ci xxx: v 4 : : -A OF FCAA1-�F 0' BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 / / 4'-0" x�x ix i / / 3 / / i 4'-5" 11'-3"t 4'-5NEW SIDEWALK - 18TH STREET 3' SCORE PATTERN 20' 0"f TO MATCH EXISTING TO THE WEST LkDECORATIVE SIDEWALK "A " AND ENTRY PATIO DETAIL CITY OF BAKERSFIELD, W EXIS77NG CONTROLLER NEW CURB RAMP PER DETAIL 6 C12 • SCALE 1"---5'-0" 471 W 24" SO. BLACK PAVERS SET ON 45' DIAGONAL PATTERN -a it Q EXISTING CONCRETE SIDEWALK -7 F=-1 7 TTT=i' 1=1 rf=T F 11=111=111=111=111=111= =111=1 I 1-1111 111=111=1' i I_ 11=1 11=1 11=1 11- =1 11=1 I I -I' 1=1 11=1 i' „III= I' CONCRETE BED PAY' 24" SO. BLACK PA VERS SET ON 45' DIAGONAL PA TTERN EWALK CONCRETE BED DETA/L 'B' CONCRETE SLAB DETAILS SCALE 7 9 SCALE.- 1"--5'-0" CONSTRUCTION DETAILS i File Name: T1K202 Drawn: DP STREET IMPROVEMENTS -PADRE HOTEL BLOCK CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1K202 Engineer: BM SHEET N0. Date: 12/29/11 Checked By. fZy% PROJECT NO. TIK202 c11 OF 20 0 1 2 3 QROFESS EAN REGI S TE ED l V N GI N w � �' n ER C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE �P qTF OF FCAA1-�F 0' BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / 471 W 24" SO. BLACK PAVERS SET ON 45' DIAGONAL PATTERN -a it Q EXISTING CONCRETE SIDEWALK -7 F=-1 7 TTT=i' 1=1 rf=T F 11=111=111=111=111=111= =111=1 I 1-1111 111=111=1' i I_ 11=1 11=1 11=1 11- =1 11=1 I I -I' 1=1 11=1 i' „III= I' CONCRETE BED PAY' 24" SO. BLACK PA VERS SET ON 45' DIAGONAL PA TTERN EWALK CONCRETE BED DETA/L 'B' CONCRETE SLAB DETAILS SCALE 7 9 SCALE.- 1"--5'-0" CONSTRUCTION DETAILS i File Name: T1K202 Drawn: DP STREET IMPROVEMENTS -PADRE HOTEL BLOCK CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1K202 Engineer: BM SHEET N0. Date: 12/29/11 Checked By. fZy% PROJECT NO. TIK202 c11 OF 20 0 1 2 3 IEXIS TINGIII TREEWELL I ISIDEWALK_,,, � .,,,—EXISTING SIDEWALK I cn RETAIL �, � I I pati p,�titi I o SAWCUT & JOIN I I 0 NEW GROV VED BORDER NEW CUR RAMP Q NEW GROOVED �o 76'-05' 0" ' °p BORDER O R W PB LO �' _ �fy� +++++++++ �oo moo YP `+`+`+`+`+++++`+++` .......... + + + + + + + + + +......... + + + r + + + + + + K + 4 F 4 ♦ 4 + + + + + + + + + + + + ++++++++++++.++++++ 444444++ NEW TRUNCATED DOME A T LANDING CIO 'moo vy�vL NEW C&G W JJG i EXISTING CROSS GUTTER ---,,,NEW AC PA V/NG NEW TREECWjEL� STAGING. WW N`_' NEW AC A VING NEW SIDEWALK NEW GUARDRAILING PER NOTE 115. — NEW TRUNCATED DOME A T LANDING f— ANEW VRI VEWA Y 7Y-6" 2 -6 �NEW CURB & GUTTER G — ALLEY CURB RAMP DETAIL SCALE- 1"_5'-O" , a � U/G PG&i VAUL T NEW GROOVED BORDER 0 ' � W W r i pati ' , o U/G i PG&E V4UL TLO + + + 4 + # + KI 4 + 4 4 + # + i 4 47 '+''Oli 12 , +++ p.J 4++r+ OI . °cp+++++Lf)++ r rro +.+ +r, + + ++++ r + .+ +. + + r r r iy 8.339 F +'+`4 ' N +'+'+'+ +' # O +++' , + V1 ++ 4 4# 4 f 4 4♦+ ++�++ + + + + + + + 4 + 4 -0 8 0, RAMPi 18'-4" 1 '-0" C G ' ALLEY G S i _� NEW AC PAVING NEW CROSS GUTTER CURB RAMP DETAIL SCALE- 1`_5"O" i 19TH STREET i PB NEW CURB & GUTTER o :x:.... NEW CURB RAMP NEW SIDEWALK R W \\ 0 STAGING AREA n ui I EXISTING CONTROLLER CURB RAMP DETAIL SCALE. 1`5" 0" GENERAL NOTES: 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2006 EDI TION OF THE CAL TRANS STANDARD SPECIFICA RONS, THE PROJECT SPECIAL PROVISIONS, LAWS & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD & OTHER GOVERNING AGENCIES. 2. ALL INFORMA TION SHOWN ON THE DRAWINGS RELA RVE TO EXISTING CONDITIONS /S PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBLI TY OF VERIFICA TION AND ACCURACY IS THE CONTRACTOR'S. J. NEW PEDESTRIAN ACCESSIBILITY FACILITIES SHALL BE CONSTRUCTFD IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT (A.D.A.) STANDARDS. 4. SEE CAL TRANS STANDARD DETAILS A88A & A883 FOR REMAINDER OF APPLICABLE CURB RAMP NOTES NOT SHOWN. 5. GUARDRAILING SHALL BE 1 112"0 GALVANIZED STEEL PIPE, WITH TOP RAILING AT 42" ABOVE FINISH GRADE AND INTERMEDIA TE RAILING A T 27" ABOVE FINISH GRADE. SEE CAL TRANS STANDARD PLAN ES- 7P TYPE / (SIMILAR) FOR ADDITIONAL INFORMA TION. 6. ALL DETECTABLE WARNING SURFACES AT CURB RAMPS SHALL BE ARMOR -TILE SAFETY YELLOW UNLESS NOTED 0 THER WISE. a NEW SIDEWALK i w � I EXIST/NG Q ALLEY cRoss currER PADRE HOTEL NEW CURB &GUTTER i 6'-0" NEW CROSS GUT NEW CURB & GUTTER EX/ST/NG GROOVED BORDER ' I ' ALLEY NEW TRUNCATED DOME NEW PATIO AREA NEW 1 1/2"0 GUARDRAi'L , I � -- R/W _ '� �`�\` PB NEW CONCRETE SLAB +;+ [I 1t 1 + ++++ 1++ ++++r++++++UIG PG&E+ I 1 1 r + + ♦ } + i + +++++++I 4 r f # # 4 4 ' EXISTING CONTROLLER r'i + + + ++++++++++++ / ` / ' 'r+++++f+4 +#+ � O / ,���� r VAULT , ---------------- _ _ _ _El g NEW TRUNCA TED DOME _ _ �, o �F I NEW CURB RAMP i : _::... . SAWCUT CONCRETE RAMP AND p1 I _ : _' "::: i� -- --- --- --- -- INSTALL NEW RUNCA TED DOME 0 J ... NEW GROOVED BORDE ::;..4: � ; ; .. ®=� ®®® - - -�= _ -- EXISTING CURB RAMP NEW SIDEWALK I # . �.... , , . , ` 5 -0 f 4 -0 f 5 -0 t NEW CURB RAMP , _;- PB ; v „ i it i i•.. NOTE 14, -0 f I NEW GROOVED BORD R r PADRE HOTEL � i 1. SEE CAL TRANS STANDARD PLAN ES -7P TYPE l DETAIL I cp- FOR REMAINDER OF APPLICABLE NOTES. i i EXISTING SIDEWALK i % DETAIL 2 CURB RAMP DETAIL r4_'CURB RAMP DETAIL NEW CURB & GUTTER C7 SCALE. 1/2"=1"-0" C9 SCALE- 1"=5"0" C7 SCALE' 1'-5'-0" 18TH STREET i 6 CURB RAMP DETAIL C 9 SCALE- 1"-5"-0" CONSTRUCTION DETAILS f/7J? File Name: T1K202 Drawn: DP STREET IMPROVEMENTS — PADRE HOTEL BLOCK SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1 K202 Engineer. BM Date: 12/29/11 Checked By 4 PROJECT NO. TIK202 C12 OF 20 0 1 2 3 CLASS 2 AGGREGA TE BASE Q�pFESS/ON COMPACTED TO 951 F� DEAN RELATIVE COMPACTION SAWCUT 1 1/2" DEEP JOINTS 6' B" �� o Rq F< „ (PLACE BETWEEN CONSTRUCTION 2" CURB AND GUTTER =o`' #4 LONGITUDINAL BARS @ 6 o.c. CONCRETE PAVEMENT JOINTS @ 15' o.c. MAX. EACH WAY) 6" 6'-0" 2'-0" W Q 6) m CONCRETE SLAB #4 TRANSVERSE BARS @ 12" o.c. W � PA VEMENT REGISTERED Cl V INFER C 46803 TIE-IN Z Z yf Exp. 6-30-13 :V „ CITY OF BAKERSFIELD L 1 /. < ., < ' L : L : NEW 6 THICK '< J'�. "Z- < ' L ' < ` / < `, L ` ' ' ` ` ' ` ' L �� LL ` NEW SIDEWALK4. CONCRETE GUTTER NEW AC PAVING o W EXISTING 1501 TR UX TUN AVENUE qTF C l L. 1 , ` < Y y y r = AC PAVING BAKERSFIELD, CA 93301 OF CALF � =1 1=1 1=1 1=1 1=1 I-� I=1 I- I I 1=1TI=1 i- REV/S/ONS Jo ;I I I-11 I -III -I I I ; I' <- -1 I I -I I I -I 11-1 I I_ 11=I I I<'< B 33q - No. DATE DESCRIPTION -i I I—III_ f.70 , L L \%\\%\%\%\\%\%\%\%\%\%\\%\%\%\\%�\%�\%�\%�\%�\%�\%�\%�\%�\ire\%�\%�\%�\% ` I , < L 1 . RAR WHERE OCCURS <<\i L T11 T J / / -F- X =111=1 11I.�/i\�/i\ori\��i\ori\��i\��%��%��%ri\\i\\\� \ -I 11=1 I I-1 11=I I 11-1 11=1 I III- '%/%i%/i\�r%%/%%i%/%/%/%/%i%%/%/%/%/%/%/%%/% EXISTING MA TERIAL I—III- SLAB A '' -III-I EXISTING MATERIAL \\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\j,\\,/\\,/\\,r\\,/\\,r\\,�\\,�\\,�\\,�\\,/\\,\\,\\ \\ \ \ COMPACTED TO 951 COMPACTED TO 901 � ��11'�� AT COMPACTOR PAD r\\�i\\/i\\ri\\�i\\i/\\�r\\�/\\//\\ir\\ir\\/r\\ir\\�r\ter\ir /r / / / - - - 1=1 I I = RELA TI VE COMPACTION RELATIVE COMPACTION 4 WEAKENED PLANE DETAIL ,rrrrrr,\r,\r\r\ \ -I I=_I I-1 I-1 i I-1 i 1-1T�-1T1-T�= I I=1 11=1 11=11�_I CONCRETE SLAB #4 @ 16" o.c. EX/ST/NG SUBGRADE C 7 SCALE.- 1 "- l -O" III -I I 1=) I L=1 I I= EXISTING SUBGRADE :::� EACH WA Y NO TE.- 1. SEE C.O.B. STANDARD DETAIL ST -1 FOR APPLICABLE NOTES NOT SHOWN. L < ,' < 4. L 1 ,. .. ,,L < 7 CURB & GUTTER DETAIL L r MOO/F/EO TYPE "A" SCALE- 1`1' 0" fir\i�\i�\i�\i�\i�\ir\ir\i�\ir\ir\ir\it\i�\i�\i�\ice\ir\ir\ir\ir\ir\ir\ \i/\ir\ir\i j�/j�/j�/j�/j�/jam/j�/j�/j�/j�/��/jam/j�/j\\\�/j\�/j�/ 11' 0" 1=1 =_ CROSS GUTTER 1 1 -11== =111=1I1=1 =1I1- ' -I I r -F 1-1 I SLAB 'B' I I-111- =1 �'� W � PAVEMENT "'-' ' � _I i I EXISTING MATERIAL W Z �, LL, c� AT COMMERC14L DRIVEWAY COMPACTED TO 951 4 ti TIE-IN RELA TI VE COMPACTION o CONCRETE SLAB EXISTING SUBGRADE o PER C.O.B. STD D TL ST -9 Q_ Q N III—III v 11=111, . I \— EXISTING MATERIAL AT SIDEWALK AROUND TRA ER COMPACTED TO 901 RELA TI VE COMPACTION NO TE.- EXISTING SUBGRADE 1. SEE DETAILS2 3 4 FOR CONCRETE SLAB JOINT DETAILS. CONCRETE SLAB DETAIL AT STAG/NG AREA SCALE.- 1 "=1=0" iic nnIA=1 /--) 90" O.C. m T CONSTRUCT/ON JO/NT DETAIL NOT TO SCALE PREMOLDED EXPANSION JOINT FILLER 1/2" CONCRETE SLAB a. L 'f 1' d d 15" i 15" SLEEVE ONE END WITH 314"0 SCH. 40 PVC 116 GREASED DOWEL EXPANSION JO/NT DETAIL NOT TO SCALE NEW AC PAVING EXISTING AC PAVING vvIvfl rlv11vly /. Jtt C..U.LF. JIAIVUAKU Ut IAIL J/ -J I -UM A1-l-'LIi.A5Lt NUItJ IVU/ JHUWN. 5 COMMERCIAL ALLEY CROSS GUTTER DETAIL C 9 SCALE- 1`1' 0" 10'-0" VEE GUTTER 7'-0" J -O" 2'-O" IBGRADE SEE TYPE "B" CURB & GUTTERA z MN W c, COB STD DETAIL ST -1 (SIM.) 1 TIE-IN Z Z FOR NOTES NOT SHOWN. d .• A EXPANSION JO/NT DETAIL NOT TO SCALE NEW AC PAVING EXISTING AC PAVING vvIvfl rlv11vly /. Jtt C..U.LF. JIAIVUAKU Ut IAIL J/ -J I -UM A1-l-'LIi.A5Lt NUItJ IVU/ JHUWN. 5 COMMERCIAL ALLEY CROSS GUTTER DETAIL C 9 SCALE- 1`1' 0" 10'-0" VEE GUTTER 7'-0" J -O" 2'-O" IBGRADE SEE TYPE "B" CURB & GUTTERA z MN W c, COB STD DETAIL ST -1 (SIM.) 1 TIE-IN Z Z FOR NOTES NOT SHOWN. o NEW SIDEWALK W (BLACK PA VERS CL WHERE OCCUR) 6" 1 112 i -3)J ' NEW AC PAVING #3 @ 24" o.c. NEW 6" THICK REINFORCED EXISTING — BOTH WAYS CONCRETE VEE GUTTER AC PAVING .: < < ' , <. L V' L ., . �. < Co 337 _ I L ' .. VARIES 8 _ ---------� _ _ -_ � , o _-_-_ ;III 'I I Ed I 1= I -III-III-I < L: .1 L , ., < <, ... < —i I �. L . L: 1 . L I < Y . <. < 1 <. L. .< ___ < Z ;. •. , -III1111-� ,, III -III -III -III=III=1 L • L < L .1: L , < < I L'. , < L v--y-r-- < 41 `I L 1/ L <a. L ..,, < .... 4. . / < ., i., i,, i,./i,./i�/i�/i��/i� — — — — -TI ITr,-- CITY OF BAKERSFIELD, CALIFORNIA ,I% 0 ,I NO TE.- 1. SEE C.O.B. STANDARD DETAIL ST 3 FOR APPLICABLE NOTES NOT SHOWN. EXISTING MA TERIAL COMPACTED TO 951 RELA TI VE COMPACTION EXISTING SUBGRADE AC PAVING (TYPE 'B') EXISTING MA TER/AL COMPACTED TO 951 RELATIVE COMPACTION COMPACTED AGGREGA TE BASE EX/STING SUBGRADE 8 PA VEMENT SECTl0N 1-7 AT STAG/NG AREA SCALE.• AC PAVING (TYPE "B') EXISTING MA TERIAL COMPACTED TO 951 RELATIVE COMPACTION COMPACTED AGGREGA TE BASE �i 0 �I I-1 I -1 11-1 I I= III= ~- EXISTING II-III-III-III-III=III=1 SUBGRADE 9 PAVEMENT SECT/Old ,1 AT WALL ST ALLEY SCALE- 1 "=1'-0" 6 VALET PARK/NG VEE GUTTER DETAIL C 7 SCALE- 1 "=1'0" CONSTRUCTION DETAILS a File Nome: T1K202 Drawn: OP STREET IMPROVEMENTS - PADRE HOTEL BLOCK AND STAGING AREA SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: T1K202 Engineer: BM Date: 12/29/11 Checked By f' PROJECT NO. 71K202 AND TIK229 C13 OF 20 0 1 2 3 00 6x6 -10x10 WELDED WIRE MESH REINFORCEMENT I SIDEWALK AREA 4 70 CAST IRON OR SCHEDULE 80 PVC PIPE TOP OF CURB""-,,, FLOW LINE j CONNECT TO EXISTING DOWNSPOUT WIRE MESH REINF. 1 SIDEWALK AREA 6" i DRAIN PIPE A FLOW LINE NOTE: SEAL ALL PIPE JOINTS WITH PIPE JOINT COMPOUND. i 12" MIN. WIRE MESH RE/NF. TOP OF CURB DRAIN PIPE DETAIL SCA LE.• 1 "=1 "0" CURB & GUTTER UG -1: General Location, Clearances, and Mechanical Protection Details for Pad -Mounted and Subsurface Equipment Placement of Posts and Details End Cap Safety Lock (Cade 170116) Weld, Typical, Will q t--' 9/16' Be Painted Over Visibility 48" Mina - 72' Max Strips For Low Profile Past 29' Min. - 59" Max Figure 24 Steel Barrier Post (see Table 5) Concret IRE With a Zinc Primer Bye Balt, 1 /2" x 6', Steel Galvanized 31' (to be installed parallel to edge of pad) Z*}}' f i Cut From 1/2" x 6' l=ye Bolt, Steel Galvanized Detail A (see Figure 26) See Detail A Sleeve (see Table 4 on Page 10)--t i - 3" Minimum Figure 25 Footing for Fixed Steel Post Detail (see Table 5) Table 5 Description and Codes for Steel Barrier Rusts � - Description Galvanized Fixed Past, 4"', Steel Pipe, Standard, Schedule 40 Concrete Removable Past, 4", Galvanized Steel Pipe, Standard, Schede M} With 6' Galvanized Steel Pipe Sleeve, 36' Long, Standard Schedule 40 32" Minirnurn L- 3" Minimum Figure 26 Footing for Removable Steel Post Detail (see Table 5) End Cap, 4', Galvanized Malleable Iron, May Be Screwed _ Strip, Visibility Reflective Yellow Adhesive Sheet, Z' X I Z', Pacific Utilities #PEM212F, (inngth hes) Code Doc 80 .. ( 155107 - z 155108 __67 I 80 155105 - 672 ; 155106 - m_ - ( 021882 - 013163 0� I 170116 Posts fabricated from 20 -foot lengths of galvanized steel pipe, Code 011794. 2 6T' post length is for single-phase transformer. 2 GUARDPOST DETAIL C NOT TO SCALE HANDHOLE WITH COVER I TYPE 15 LIGHT POLE (SEE CALTRANS STD PLAN ES -6A) BASE PLATE COVER FACE OF BUILDING, 2"MIN. GROUT 1 " x 12" SQ. BASE PLA TE SIGN OR OBSTRUCTION 1" FORMED CHAMFER 4-1 nO GAL V. ANCHOR BOLTS REINFORCED PRECAST TYP. ALL AROUND WITH 2 NUTS & WASHERS EACH CONCRETE BOLLARD SEAMLESS SONOTUBE TYPE FORM < 470 SCHED. 40 PVC SLEEVE < <v I I 3-14 HOOPS A T TOP /< 47024" STEEL PIPE I <' L.L. FINISH GRADE .. MAINTAIN C-0" MIN. CLEAR I _ I ' < L ` 11=11 : L 6-#6 VERT BARS -T I. I I I„111=�' SIDEWALK PEDESTRIAN PA THWA Y I 7I III ( I I i < 111= EQUALLY SPACED 170 PVC SCHEDULE 40 CONDUIT i o ,I CONCRETE FOOT/NG �, j Ii < 14 HOOPS » <. . 1.4 012 0. c. II I I I II II I II I I I 3" CLR. <` `. 2-#4 HOOPS A T BOTTOM TYP. 4�. <. 1'-670 <. NO TES: 1. SEE MANUFACTURER'S SPECS FOR ADDITIONAL BOLLARD INFORMATION. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FOR THE INSTALLATION OF THESE BOLLARDS ON CITY RIGHT-OF-WAY. QRpFESS/ON ID AN ',J. q� <<"' 44 REGISTERED NG/NEER C 46803 * Exp.6-30 3 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qTF �IV�L BAKERSFIELD, CA 93301 OF CA1-\F REVISIONS No. OA TE I DESCRIPTION 3 BOLLARD DETAIL 4 LIGHT POLE FOUNDATION DETAIL C 1 SCALE- 1/2"=1 "-0" C 7 SCALE. 1/2"=1 "-0" CONSTRUCTION DETAILS 6-1- /7J 7 File Name: T1K202 Drawn: DP STREET IMPROVEMENTS - PADRE HOTEL BLOCK AND STAGING AREA SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1K202 Engineer: BM Date: 12/29/11 Checked By.- �!� PROJECT NO. TIK202 AND 7YK229 C14 OF 20 0 1 2 3 CL a E fe) tf) to EDGE OF BACK OF SIDEWALK TREE WELL Q) NO TE.- r2V 1. SEE DETAILS C15 � FOR GRATING (NF -8712-101) C15& TREE GUARD (NF -43016) DETAILS. TYP. TREEWELL DETAIL SCALE: 112`1"-O" 61 1/8" [1553mm] E OD 60" [1524mm] 3/8, [35mm)— 3/8- (1 Omm] (25mm] I' [25mml 6* f152mml IC —1 F niL co CD 'm �rjw�� BOLT SLOT E c -n E 0 TREE GUARD LUG 1' [25mm) ic 4 PER NF -42432 OWG, REF: 8712 101.0 G- 2 2 611, COMPONENT NO, L DIA_ Hl H2 VERT PARS 52- 47" 52" 47' 4* 91396- 34 4+1 4' 16* 47- 8 10' 52" 47" 1 1/4 1 STEEL 8AR STOCK IZ' 64" 8 9496-2362 14- 1 64- 59- a 9q96-3446 16- 64.. 59- - 11 9SI96-3529 18" _�4 17 9996-.3530 5' 18� .64" . . . . . ...... . ... gg!16 - 3r�60 5' 20" 64- 119.1 12 9996-3762 i -i s' i4 9996-3523 76- 7 1 - 9996-35,34 . . . ....... 12 TRE -E GRATE 5* 24 71 6!3 AELDED ASSEMBLY V NOTE: CAN BE FURNISHED w/ALL WELDED lCONSTRUCTI(^ SPECIFY ON PURCHASE ORDER, MATERIAL: NOT ROLLED STEEL STANDARD FINISH; 2 MILS CLACK POWDER COAT PAINT "wt LMA SCALE nTrt- TYPE 'D' ,CK TREE GUARD AM au ow, NEENAH M, -;; E �fj 0 F �3 CAD Oxy. RIEF. Nf 43016.0W0- I CONVFRIED HAND DWG 1-21-2002 FOU14DRY COMPANY NF- 43016 0 111 OWN Win" "mmw^ Uls# �6 '-�yi. wm� FRAMES ARE ASSEMBLED USING A 6* X 1 1/4* X 1/40 THICK [152mm X 32mm X 6mm] STEEL PLATE BOLTED TO FRAME W/ (2) 3/8-16UNC X 1 STNLS SIL FLAT HD. CAP SCREWS w BOLTED PLATE (2) 3/8-16UNC PER NF -45480 TAPPED HOLES ASSEMBLY DETAIL SCALE 1:2 TREE GRATE HALVES BOLTED TOGETHER w/ (2) 1/2-13 HEX. STNLS. STL HEX. BOLT AND HEX. NUT w/ WASHERS NOTE: FRAME CROSS BAR REQUIRES REMOVAL AFTER INSTALLATION. ALL DIMENSIONS ARE SHOWN IN ENGLISH AND [METRIC). COMPONENT NOS- (4) 5--e FRAME 8500-6060, (2) TREE GRATE 8712-0001 MATERIAL: CAST CRAY IRON ASTM A-48, CLASS 358 FINISH: NOT PAINTEO WEIGHT: 6961/SET OGRATINOS DETAIL NOT TO SCALE TREE GUARD DETAIL NOT TO SCALE eoFESS/c/,� OEAN REGIS Ti�RED, Of C 46803 _L1 �ILNGINEER Exp. 6--30-13 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE civo- BAKERSFIELD, CA 93301 OF CA0"'o REVISIONS No. DA TE DESCRIPTION 271 / / 371 / / 471 / / ,CONSTRUCTION DETAILS 1 (4 (, File Name: T1K202 Drawn: DP STREET IMPROVEMENTS - PADRE HOTEL BLOCK SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1K202 Engineer: BM I IDate: 12129111 Checked By Rfs PROJECT NO. TIK202 C75 OF 20 x 1 3 R = 0.5' T-02.DWG 20' R = 0.5' (15mm) DRAWN GEG MISCELLANEOUS SIGN DETAIL (50mm) (15mm) COMMERCIAL DRIVE 6 0' TS 24' M. SHAW SCALE N.T.S. TYPE "A" A - (0.6m) CITY OF BAKERSFIELD UBLIC WORKS DEPARTMENT ST -3 ,(0.15m) °., o R=0.5" No WHEN PLACED IN EXISTING SIDEWALK, SIDEWALK SHALL BE CORE DRILLED. a °d (15mm) R c QRC•• ° d d ad d O � N A a ° 4 d d d co TYPE "A' R = 0.5' o ^ (15mm) 10" (0.25m) Radius _ R = 0.5" (15mm) ° a d O _\ d A d A cp 12' (ate) 24' N (0.6m) TYPE "C" n[Ijr�� 1. All work shall conform to the applicable sections of the Standard Specifications, State of California, Department of Transportation; approved current edition, and the following general notes• 2. Subgrade preparation for Type A', B; and C' curbs and gutters shall be constructed true to grade and cross section with compaction of 909 to a depth of 6.0" (0.15m) below the subgrode. 3. Concrete for curb and gutter shall be class B' and shall be within 2.5" (65mm) to 5.5' (0.14m) slump. 4. Timber forms shall be surfaced on the on the side placed next to the concrete and shall not be less than 1.5' (40mm) thick after being surfaced. 5. Top and face shall be troweled smooth, then given a Anal fine brush finish. 6. Where existing curb and gutters are to be replaced, new construction shall match existing construction unless otherwise directed by the City Engineer. 7. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 1.5' R = 0.5' (40mm) (15mm) 6.0' 24' 1R . o:�C(0.°;. .. °o(0.6m ) o v( ° ROd a co TYPE "Bo �o 24' (0.6m) R = 0.5' (15mm) \off 9�N a d° d A °'' N h d :d° *GUTTER *Gutter only allowed where approved by City Engineer. 10. Weakened plane joints or cold pints shall be constructed at 15' (4.6m) intervals Expansion joints shall be at each side of structures and at ends of curb returns 11. Type B' curb and gutter is required on all types of streets unless another is expressly permitted by the City Engineer. 12. Type A' curb and gutter is permitted only where approved or required by the City Engineer. 13. Type 'C' curb may be permitted by the City Engineer only in Mobile Home Parks, and R -S -2.5A (Residential Suburban Two -And -One -Half Acre Minimum Lot Size) Zone. 14. Permit for curb and gutter construction shall accompany actual work. 15. When constructing new curb and gutter, the existing pavement shall be sawcut a minimum of 2.0' (0.6m) from the lip of the gutter or as directed by the City Engineer. FILENAME: ST-1REV DATE 6/2 8. Concrete shall be cured with a white pigmented curing STANDARD DRAWN /2/99 compound complying to section 90-7.018 of the standard icu CURBS &GUTTER CHECKED specifications.TYPES "A", SCALE B" M. SHAW " G^ nwi N.T.S. 9. Existing sections of curb and gutter shall be sawcut of CX. SHEET N0. the limits of the area to be reconstructed. APPROVED CITY OF BAKERSFIELD ST -1 CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT Standard curb return radius Expansion shall be 20' (6.1m) min. Joint Weakened on local streets and 30' Plane Joint (9.1m) min. on all arterials and collectors or locals at Gutter intersections with arterials or collectors or as directed ? - by the City Engineer. g d °. a ° d .. a d A Curb & ° ° 2 Gutter d 15' 4.6m Max. 2 between joints Right-of-way 20' (6. im) x 20' (6lm) chamfer o d w/exception for signal locations see Std. T-33. 3' (0.91m) Min. Combination Sidewalk Variable future 5.0' (1.5m) Min. signalized 20' o intersection (0.6m) _ � .� •� I 6.0" 69 Max. 231 29 Min' (0.15m) 29 aci U I �- 4 a, oa -a -� 1 Min. 3 z I Where adjacent grade is lower than back of sidewalk 4.0" & backfill is required, slope finish grade away from (100mm) sidewalk with max. slope as noted. Backfill shall be compacted to 909 compaction. * 4.5' (1.4m) Minimum on all local streets * Variable 5.5' (1.7m) Minimum on all arterials, collectors, schools, hospitals, commercial, industrial, or as directed by the City Engineer. Variable 6.0' (1.8m) Minimum on meandering sidewalk. NOTES: 1. All work shall conform to the applicable sections of the specifications entitled "Standard Specifications, State of California, Department of Transportation' approved current edition. 2. Subgrade preparation shall be constructed true to grade and cross section, with compaction of 909 to a depth of 0.5' (0.15m). J. Concrete shall be Class A" and shall have a slump between 2.5" (65mm) and 5.5' (140mm). The surface shall be finished to grade and cross section with a float, troweled smooth, and finished with a broom. 4. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 5. Concrete shall be cured with a white -pigmented curing compound complying to Section 90-7.018 of the Standard Specifications. 6. Weakened Plane Joints shall be installed at 15' (4.6m) intervals and expansion joints at 60' (18.3m) intervals Expansion joints shall be located each side of a structure and at the end of curb returns. 7. Expansion joint filler material shall consist of pre formed strips of a durable, resilient compound. 8. Sidewalks shall be scored to a minimum depth of 0.125' (5mm) unless otherwise directed by the City Engineer. 9. New sidewalk construction in blocks with existing sidewalk shall conform in dimension and location to those in place, or as directed by the City Engineer. 10. Existing sidewalk shall be sawcut and removed at the first scoring line at or beyond the planned pint. i1. A permit for sidewalk construction and reconstruction shall accompany actual work. 12. Any variance in finish, color, or material, from standard will require approval from the advisory agency. 13. Transitions in sidewalk types must be approved by the City Engineer. FILENAME: ST-BREV DATE STANDARD DRAWN J 99 CU CHECKED COMBINATIONSCALE M. SHAW SIDEWALK N.T.S. APPROVED SHEET NO. CITY OF BAKERSFIELD ST -8 CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA OWN Im-Curb Face / Flowline 111 II 1 15' (4.6m) - Single Direction Entrance III I * 209 minimum slope ** Unless approved by City Engineer. I� 130' (9.1m) - Double Direction Entrance I II Install handicap romp at I III Expansion III both curb returns per Joint C.O.B. standard ST -10. d City J Expansion A RTW Joint -05/ A. d O d. .d a4 3k e -'4 2.0' (0.6m) a FJowlinedd'Q ; d,a a d. a 2.0' (0.6m) Expansion A Expansion Joint Joint PLAN 6.0' (1.8m) 6.0' (1.8m) 4.0' 4.0" (100mm) --Level Lines- - 6.0" (0.15m) (100mm) 1 12.0' (3.7m) 3 - #4 rebar each half of commercial drive (typ.) SEC770N A -A 1. All work shall conform to the applicable sections of the specifications entitled "Standard Specifications, State of Califomia, Department of Transportation; approved current edition. 2. Subgrade preparation for crossgutter shalt conform to the requirements of the Standard Specifications 3. Concrete for crossgutter shall be Class A' and shall conform to the requirements of the Standard Specifications 4. Expansion Joints shall be constructed at every 30' (9.Om) or as directed by the City Engineer. 5. For standard handicap ramp dimensions and notes, see City of Bakersfield Standard ST -10 or as directed by the City Engineer. 6. Concrete for gutter shalt be within 2.5' (65mm) to 4.5' (110mm) slump. 7. Concrete shall contain no additives unless prior approval is obtained form the City Engineer. 8. Concrete shall be cured with a white pig- APPROVED mented curing compound complying with section 90-7.018 of the Standard Specifications. ALIERNAIE LOCA 7TON TO BE USED WHEN THE SIDEWALK EXTENDS FROM THE CURB TO THE PROPERTY LINE, PAR77CULARL Y /N COMMERCIAL AREAS A MINIMUM OF 4' (1.2m) CLEARANCE IS REQUIRED FROM BACK OF SIDEWALK TO EDGE OF SIGN POST 1 i n 9. An open street permit is required for all work done with the City of Bakersfield's right-of-way. 10. Bearing soil shall be compacted to 959 of maximum dry density as determined by A.S TY.. D-1557 to a depth of 1.0' (0.3m) below crossgutter and 1.0' (0.3m) to each side of the crossgutter. 11. the minimum slope on oil cross gutters is 0.69 unless approved otherwise by the City Engineer. 12. All crossgutter locations and sizes are to be approved by the City Engineer. 13. For major retail commercial centers, the 12' (3.6m) wide crossgutter shall be eliminated with the provision of other drainage facilities and with the approval of the City Engineer. FILENAME: ST-3REV T-02.DWG STANDARD DATE DRAWN DRAWN GEG MISCELLANEOUS SIGN DETAIL CU/99 COMMERCIAL DRIVE CHECKED TS APPROACH M. SHAW SCALE N.T.S. TYPE "A" SHEET NO. CITY OF BAKERSFIELD UBLIC WORKS DEPARTMENT ST -3 CALIFORNIA PUBLIC WORKS DEPARTMENT CITY ENGINEER WHEN PLACED IN EXISTING SIDEWALK, SIDEWALK SHALL BE CORE DRILLED. 2'0' ! ! 6' (150mm) TYPE RS.S 2' (5.lcm) GALVANIZED STEEL PIPE AS PER AMERICAN FENCE CO. BACK OF SIDEWALK :� •. •. 6'x%4 R(150mm x 6mm) ROD OR BOLT C - - 0 18 (450mm) CONCRETE CLASS 5 P.C.C. - �►- 8 (200mm) MIN ROD OR BOLT THRU DRILLED h SIZE OF SIGN PANELS SHALL BE ASSUMED AS STANDARD DENOTED IN THE CAL TRANS 7RAfRC MANUALS UNLESS OTHER SIZE IS SPECIFIED ELSEWHERE. INRU BOLT DETAIL SIGN PANEL REFLECTIVITY GRADES STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- HIGH /NTENSITY GRADE MOUNTING REQUIREMENTS' SIGN PANELS SHALL BE MOUNTED WITH HAW INS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. SIGNS MOUNTED ON SIGNAL OR OTHER POLES SHALL BE ATTACHED WITH STAINLESS STEEL STRAPS AND HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. DRILLED HOLES SHALL NOT EXCEED DIAMETER OF BOLT MORE THAN 1/16' (1.5mm). TOP OF POST IS TO BE BELOW TOP OF SIGN PANEL BY NO MORE THAN 1.5" (3.8 cm). APPROVED CITY ENGINEER PUBLIC WORKS DEPARTMENT File Name: T1K202 Job No.: T1K202 Date: 12/29/11 Ramps and Driveway shall be constructed full width to the Right-of-Woy line or 10' (3.0m), whichever is less (See Section A -A and notes) *42' (13m) Max. / 25' (8. Om) Min. A * Upon approval of the City Engine; I 1.0" (25mm) Score Joint I maximum driveway dimension may be r� at centerline of drive Expansion increased to 50' (15m) for M-1 and M-2 Joint uses where high volume of semitruck I ** For use with 8.0' (0.2m) curb Expansion and trailer warrants I *** for use with 6.0' (0.15m) curb See right 34' (10m) Max.** for dims. 36' (I 1m) Max. *** Gutter PLAN A Top of Curb Cutter Flow Line J ELEVA77ON 0.5' (15mm) � Curb Face 6.0' or 8.0'� Bottom of Curb (0.15m or 02m) Joint Roinp 4.0' (1. )** 3.0' (0.9m)*** NOTES: Top Edge of Drive Approach 10' (3.0m) Min. 6.0' Slope: 0.25" (5mm) R/W Line or (015m) per 12' (300mm) 10' (3.0m) Min. 0.5" (15mm) 6.0' (0.15m) x 6.0' (0.15m) 6.0' (0.15m) Min. - ,{10 x }SIO EWWM**** 2 - ,�4 Rebar full Width of Drive**** *"** To ham o clearance of 20' SEC77ON A -A (5omm) from bottom of concrete. 1. All work shown shall conform to the applicable sections of the specifications entitled "Standard Specifications, State of California, Department of Transportation", approved current edition. 2. Where driveway is to be constructed for a portion of sidewalk width (Section A -A), sidewalk shall be removed on each side of driveway for romp construction. Subgrade preparation shall be constructed true to grade and cross section, with compaction of 959 to a depth of 6.0' (0.15m). 3. Concrete for driveways shall be Class 'A' and shall be within 2.5" (65mm) and 4.5' (0. 11m) slump, 6.0' (0.15m) thick and with light broom finish. 4. Expansion joints shall be installed as shown. 5. All existing concrete curb, gutter, and sidewalk shall be saw cut at a right angle to the flow line. 6. Total maximum allowable driveway width shall not exceed 609 of commercial property frontage. Drive- way dimension as defined on plan shall be the basis of such determination. 7. Use of Type B" drive approach is only allowed by permission of the City Engineer. 8. Permit for driveway construction shall accompany actual works. Drawn: DP Engineer: BM Checked By 9. A minimum of 22' (6.1m) of full height curb shall separate driveways, except as noted on Traffic Standard T-20, or as approved by the City Engineer 10. No driveway construction is permitted in the street or in alley returns 11. No portion of the driveway or ramp is to be on adjacent property frontage without prior approval of the City Engineer. 12. All driveway locations are subject to apprbva/ by the City Engineer. 13. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 14. Concrete shat/ be cured with a white pigmented curing compound complying to Section 90-7.018 of the Standard Specifications FILENAME: ST-4REV eof ESS/4 DEAN R �. AQ w rn REGI S TERED ENGINEER C 46803 1214Z �O I * Exp.6-30-13 CITY OF BAKERSFIELD 9501 TRUXTUN AVENUE qTF C���� p\� BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIPTION Iq 1 / / 2 / / 3 N OTE: 1. TO VIEW & DOWNLOAD THESE STANDARD DRAWINGS, SEE CITY OF BAKERSFIELD OFFICIAL MUNICIPAL WEBSITE: www.bakersfieldcity.us/cityservices/ pubwrks/designman/proposed.htm STANDARD DETAILS STREET IMPROVEMENTS -PADRE HOTEL BLOCK AND STAGING AREA PROJECT NO. T1K202 AND T1K229 7; 7 SHEET NO. C16 OF 20 3 T-02.DWG STANDARD DATE 07/97 DRAWN GEG MISCELLANEOUS SIGN DETAIL CHECKEDBJD SCALE TS SHEET NO. CITY OF BAKERSFIELD CALIFORNIA T-2 UBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT File Name: T1K202 Job No.: T1K202 Date: 12/29/11 Ramps and Driveway shall be constructed full width to the Right-of-Woy line or 10' (3.0m), whichever is less (See Section A -A and notes) *42' (13m) Max. / 25' (8. Om) Min. A * Upon approval of the City Engine; I 1.0" (25mm) Score Joint I maximum driveway dimension may be r� at centerline of drive Expansion increased to 50' (15m) for M-1 and M-2 Joint uses where high volume of semitruck I ** For use with 8.0' (0.2m) curb Expansion and trailer warrants I *** for use with 6.0' (0.15m) curb See right 34' (10m) Max.** for dims. 36' (I 1m) Max. *** Gutter PLAN A Top of Curb Cutter Flow Line J ELEVA77ON 0.5' (15mm) � Curb Face 6.0' or 8.0'� Bottom of Curb (0.15m or 02m) Joint Roinp 4.0' (1. )** 3.0' (0.9m)*** NOTES: Top Edge of Drive Approach 10' (3.0m) Min. 6.0' Slope: 0.25" (5mm) R/W Line or (015m) per 12' (300mm) 10' (3.0m) Min. 0.5" (15mm) 6.0' (0.15m) x 6.0' (0.15m) 6.0' (0.15m) Min. - ,{10 x }SIO EWWM**** 2 - ,�4 Rebar full Width of Drive**** *"** To ham o clearance of 20' SEC77ON A -A (5omm) from bottom of concrete. 1. All work shown shall conform to the applicable sections of the specifications entitled "Standard Specifications, State of California, Department of Transportation", approved current edition. 2. Where driveway is to be constructed for a portion of sidewalk width (Section A -A), sidewalk shall be removed on each side of driveway for romp construction. Subgrade preparation shall be constructed true to grade and cross section, with compaction of 959 to a depth of 6.0' (0.15m). 3. Concrete for driveways shall be Class 'A' and shall be within 2.5" (65mm) and 4.5' (0. 11m) slump, 6.0' (0.15m) thick and with light broom finish. 4. Expansion joints shall be installed as shown. 5. All existing concrete curb, gutter, and sidewalk shall be saw cut at a right angle to the flow line. 6. Total maximum allowable driveway width shall not exceed 609 of commercial property frontage. Drive- way dimension as defined on plan shall be the basis of such determination. 7. Use of Type B" drive approach is only allowed by permission of the City Engineer. 8. Permit for driveway construction shall accompany actual works. Drawn: DP Engineer: BM Checked By 9. A minimum of 22' (6.1m) of full height curb shall separate driveways, except as noted on Traffic Standard T-20, or as approved by the City Engineer 10. No driveway construction is permitted in the street or in alley returns 11. No portion of the driveway or ramp is to be on adjacent property frontage without prior approval of the City Engineer. 12. All driveway locations are subject to apprbva/ by the City Engineer. 13. Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 14. Concrete shat/ be cured with a white pigmented curing compound complying to Section 90-7.018 of the Standard Specifications FILENAME: ST-4REV eof ESS/4 DEAN R �. AQ w rn REGI S TERED ENGINEER C 46803 1214Z �O I * Exp.6-30-13 CITY OF BAKERSFIELD 9501 TRUXTUN AVENUE qTF C���� p\� BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIPTION Iq 1 / / 2 / / 3 N OTE: 1. TO VIEW & DOWNLOAD THESE STANDARD DRAWINGS, SEE CITY OF BAKERSFIELD OFFICIAL MUNICIPAL WEBSITE: www.bakersfieldcity.us/cityservices/ pubwrks/designman/proposed.htm STANDARD DETAILS STREET IMPROVEMENTS -PADRE HOTEL BLOCK AND STAGING AREA PROJECT NO. T1K202 AND T1K229 7; 7 SHEET NO. C16 OF 20 3 EXISTING PADRE HOTEL 0 10 0 E 0 100A I PG 120/208V 30 wo 100A -3P MEMO • LIGHTS H #10 WIRE 20A -2P _ `' 4OA-3P IRRIGATION K1 #12 WIRE 20A -1P 20A -1P CONVENIENCE OUTLET IN POWER PEDESTAL 20A -1P 20A -1P CONVENIENCE OUTLET PB #2 - #6 WIRE 20A -1P (� EXISTING GAS RISER EXISTING BUILDING NEW GUARDPOSI--TYP. (NOT—A—PART) 1H 4' RADIUS BEND � N20/208VPOWER �� PEDESTAL PROPERTY LINE—' 1 1/2"0 CONDUIT UP TO COMPACTOR NSI FORM I (4' RADIUS SWEEP UP) `o) NEW TRASH _ COMPACTOR 3"0 CONDUIT SEE P. G. &E. PLA T 30859415 IN SPECIAL PROVISIONS NEW CONCRETE SLAB PER CIVIL PLANS STAGING AREA 2"0 CONDUIT I� J � Q 4' RADIUS BEND N W o CONDUIT Q . NEW LIGHT 1 1/2"Y CONDUIT PBR mi 1 1/2"0 CONDUIT r -------- F-1 55' I I --------�--- --------------------- - -------------------------- E COMPACTOR #4 WIRE CONTACTOR/ PHOTO CONTROL CONVENIENCE OUTLET PB #3 - #4 WIRE SINGLE LINE DIAGRAM _m �n� LTA MEMO ELI _ `' I � --------------- ------------------------------------------------------- I l_t_J I I j 1 Img PROPERTY LINE—' 1 1/2"0 CONDUIT UP TO COMPACTOR NSI FORM I (4' RADIUS SWEEP UP) `o) NEW TRASH _ COMPACTOR 3"0 CONDUIT SEE P. G. &E. PLA T 30859415 IN SPECIAL PROVISIONS NEW CONCRETE SLAB PER CIVIL PLANS STAGING AREA 2"0 CONDUIT I� J � Q 4' RADIUS BEND N W o CONDUIT Q . NEW LIGHT 1 1/2"Y CONDUIT PBR mi 1 1/2"0 CONDUIT r -------- F-1 55' I I --------�--- --------------------- - -------------------------- E COMPACTOR #4 WIRE CONTACTOR/ PHOTO CONTROL CONVENIENCE OUTLET PB #3 - #4 WIRE SINGLE LINE DIAGRAM _m �n� LTA CITY OF BAKERSFIELD, CALIFORNIA M ELECTRICAL PLAN 1 [0 SCALE HOR/Z 1 10' File Name: T1K229 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T1K229 Engineer: BM Date: 12/29/11 Checked By <f_]?$. E Q?,pF ESS I0/, pEAN CO fw REGIS T RED .. 44L„,,, GI NEER C 46803 * Exp. 6-30-13 yt CITY OF BAKERSFIELD �P CIVIC - 1501 TRUXTUN AVENUE 9TF BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE I DESCRIP TION 12 ,3 ,4 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL COMPL Y WITH THE 2006 EDI TION OF THE CAL TRANS STANDARD SPECIFICA TIONS, THE PROJECT SPECIAL PROVISIONS, LAWS & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD & OTHER GOVERNING AGENCIES 2. ALL INFORMA TION SHOWN ON THE DRAWINGS RELA TI VE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBLI TY OF VERIFICA TION AND ACCURACY IS THE CONTRACTOR'S. J. MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 300 FEET. 4. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING HORIZONTAL SURFACE. 5. THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 90 DEGREES. 6. CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS. NO PULL BOXES SHALL BE INSTALLED IN DRI VEWA Y APPROACHES. 7. CONTRACTOR SHALL MAINTAIN PROPER CONDUIT SEPARATION AS REQUIRED BY THE UTILITY COMPANIES. 8. ALL CONDUIT BENDS SHALL BE FACTORY—MADE BENDS. THE MINIMUM BEND RADIUS SHALL BE 12" UNLESS NOTED OTHERWISE. 9. CONTRACTOR SHALL CALL THE ELECTRICAL SHOP AT 661/326-3152 TO ARRANGE PICKUP OF LIGHT POLES & MAST ARMS 72 HOURS PRIOR TO THE DA Y NEEDED. CONTRACTOR TO INSTALL NEW 40OW M.H. LUMINAIRES. 10. ONE f.10 GROUND WIRE SHALL BE RUN CONTINUOUSL Y FROM THE POWER PEDESTAL TO THE LAST PULL BOX. CONCRETE OR A C PAVING i �— I TRENCH `II I-1 I I-1 I1 L=1 11=1 I I-1 I I-1 11- -III—III I I 1=1 11=1 I I—I' 1- 1I- �� z 111= oN 10 I I BACKFILL COMPACTED TO 95q OR 2 SACK SLURRY TO GRADING PLANE 1"0 SCHEDULE 80 PVC IRRIGATION MAIN LJNE AND LA TERAL LINES IRRIGA TION CONTROL WIRES �. J WHERE OCCUR =i ---3 ELECTRICAL CONDUIT SAAJD BED WHERE OCCURSI�� II� 1 '-0" WIDE TRENCH (MAX.) i\ COMMON TRENCH DETAIL E1 EL EC TRICA L PLAN STREET IMPROVEMENTS - 19TH AND H STREET STAGING AREA SHEET N0. PROJECT NO. 71K229 E7 OF 20 0 1 2 3 r� NEW SIDEWALK �/ ELI _ `' I � --------------- ------------------------------------------------------- I l_t_J I I j 1 L J -ii I t ., i `• I__-_ _ =J I I I . H STREET I L__ 12+00 13+00 CITY OF BAKERSFIELD, CALIFORNIA M ELECTRICAL PLAN 1 [0 SCALE HOR/Z 1 10' File Name: T1K229 Drawn: DP PUBLIC WORKS DEPARTMENT Job No.: T1K229 Engineer: BM Date: 12/29/11 Checked By <f_]?$. E Q?,pF ESS I0/, pEAN CO fw REGIS T RED .. 44L„,,, GI NEER C 46803 * Exp. 6-30-13 yt CITY OF BAKERSFIELD �P CIVIC - 1501 TRUXTUN AVENUE 9TF BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE I DESCRIP TION 12 ,3 ,4 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL COMPL Y WITH THE 2006 EDI TION OF THE CAL TRANS STANDARD SPECIFICA TIONS, THE PROJECT SPECIAL PROVISIONS, LAWS & ORDINANCES AS SPECIFIED BY THE CITY OF BAKERSFIELD & OTHER GOVERNING AGENCIES 2. ALL INFORMA TION SHOWN ON THE DRAWINGS RELA TI VE TO EXISTING CONDITIONS IS PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBLI TY OF VERIFICA TION AND ACCURACY IS THE CONTRACTOR'S. J. MAXIMUM LENGTH OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 300 FEET. 4. CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING HORIZONTAL SURFACE. 5. THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 90 DEGREES. 6. CONDUIT AND PULL BOXES SHALL BE INSTALLED AS SHOWN ON THE PLANS. NO PULL BOXES SHALL BE INSTALLED IN DRI VEWA Y APPROACHES. 7. CONTRACTOR SHALL MAINTAIN PROPER CONDUIT SEPARATION AS REQUIRED BY THE UTILITY COMPANIES. 8. ALL CONDUIT BENDS SHALL BE FACTORY—MADE BENDS. THE MINIMUM BEND RADIUS SHALL BE 12" UNLESS NOTED OTHERWISE. 9. CONTRACTOR SHALL CALL THE ELECTRICAL SHOP AT 661/326-3152 TO ARRANGE PICKUP OF LIGHT POLES & MAST ARMS 72 HOURS PRIOR TO THE DA Y NEEDED. CONTRACTOR TO INSTALL NEW 40OW M.H. LUMINAIRES. 10. ONE f.10 GROUND WIRE SHALL BE RUN CONTINUOUSL Y FROM THE POWER PEDESTAL TO THE LAST PULL BOX. CONCRETE OR A C PAVING i �— I TRENCH `II I-1 I I-1 I1 L=1 11=1 I I-1 I I-1 11- -III—III I I 1=1 11=1 I I—I' 1- 1I- �� z 111= oN 10 I I BACKFILL COMPACTED TO 95q OR 2 SACK SLURRY TO GRADING PLANE 1"0 SCHEDULE 80 PVC IRRIGATION MAIN LJNE AND LA TERAL LINES IRRIGA TION CONTROL WIRES �. J WHERE OCCUR =i ---3 ELECTRICAL CONDUIT SAAJD BED WHERE OCCURSI�� II� 1 '-0" WIDE TRENCH (MAX.) i\ COMMON TRENCH DETAIL E1 EL EC TRICA L PLAN STREET IMPROVEMENTS - 19TH AND H STREET STAGING AREA SHEET N0. PROJECT NO. 71K229 E7 OF 20 0 1 2 3 II i I I 1 � € -€ 1 € ' € 11 € €' 1 € €€ € 1 r I 1! i € ' €€ €I € _ r€ €€ 1 EXISTING PADRE HOTEL I € I€ € 1, 1 €€ €€ NEW 1" 0i ACK _ NEW 1" E ; 'A ETER INSTAL Y C 1WATE 11 13 U all EXISTING BUILDING STAGING AREA 1/2" SCH 40 LATERAL LINE 1-1/2" SCH 80 SLEEVE 1/2" 1/2" INSTALL 3 EXTRA IRRIGATION CONTROL WIRES ONE COMMON GROUND WIRE AND 1" RCV LOCATED INSIDE REINFORCED 1/2" 2 RAINBIRD RWS-B- 1401 W/RWS SOCK BUBBLERS CONCRETE VALVE BOX MOD# 816 FULL 360, .5 GPM TWO PER EACH TREE WELL WITH LID MODEL # B16C LABELED 'RCV' 1/2° 1" SCH 80 PVC 0 1 I 1/2" IR , T NEW?7 N IL 4 € 6j -2255/E 8! ____� _ __€� _ --------------------J�J 5' X5' CAS I E/C - ----__ vv S € i €I 4H 3 ( �~ -- € € --- C -u `� _ _ _ _ _ _ _ _ 1/2 �� - ___ - -_ ' 1/2" ` i r_____ --t----------- -- �--------' _ _ _ _ _ 1 SCH 80 PVC MAIN LINE -------------------------- 211\ _ _ RAINBIRD #44_LRC/TSJ_18 �� �� I �� 1/2 1/2 2 -- - - - -- - 1/2" 3/4" 1/2" 1/2" 3/4" 3/4" _ ___-_SCH 40 PVC LATERAL LINES - 1" QVC LOCATED INSIDE REINFORCED CONCRETE VALVE BOX MOD# B16 -- 1/2 ,•�' -____ ��, ;_,-7 `;�� REE A A A I ¢_� -- ------------------------ _ _ ---- - _ _ _ - --�, _ `; WITH LID MODEL # B16C LABELED, QCV' ; ' r` ----------------------------------- s= -___----_ ��------- --------------------- '11 j ---- ----- -- ---- ------------__ --- -- ---- ---�---- ---------------------- --------------------------------------------- , r-,- , i \+_14-- 1---- 1 I ------------------------ --- 14 GA DIRECT BURIAL IRRIGATION CONTROL WIRES �� ATTACHED TO IRRIGATION MAIN LINE AT A 4 O'CLOCK POSITION % SAME TRENCH AS IRRIGATION MAIN LINE r~`� i i _ 12+00 13+ 00 I WV. 2W. 0 H STREET IRRIGATION PLAN T ooFESS /p\ OF -AN R q� rni REGI S TE D CtL�GINEERC 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF C/V I \- BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DATE DESCRIPTION 1 / / X47 NOTE: SEE SHEET E-1 FOR COMMON TRENCH DETAIL. oim■t SCALE HORIZ 1 "=10' I /RR/GA TION PLAN CITY OF BA E PUBLIC WORKS File Name: T1K229 Drawn: DON HOGGATT K RSFIELD CALIFORNIA DEPARTMENT Job No.: T1K229 Engineer: BM STREET IMPROVEMENTS -PADRE' HOTEL SHEET N0. Date: 12/29/11 Checked By 'R4jA PROJECT NO. TIK229 IR -1 OF 20 0 1 2 3 EXISTING BUILDING 0 \ dr ------ ---------- - ... - ..... ..... �....----------- -----�.----� - ----- -__- ---------------------''' /�----- -- ------------------------ ---------- -- - - - - - - - - - - - - - - - - - - - - - - - - ------- ------ - ---------------- ----' ---- _- - - - - - - - - - - - - - - - - - - - - - - ---- _— _------------------- NOTE: --- ______-----_ _—_---- ---------------- --------- i RETRO FIT TREE GRA E,55- ARE SARE NOT ALLOWED NOR `' . ; PISTACIA CHINENSIS H STREET APPROVED FOR THIS PRO EC ' --- If5E PT5TACHIQ' 6- 24" BOX TREE5 LOCATED A5 SHOWN �- 12+00 13+00 > W°V. DW - 0 N CITY OF BA KERSFIEL D, CALIFORNIA on LANDSCAPE PLAN PUBLIC WORKS DEPARTMENT File Name: T1K229 Job No.: T1K229 Date. 12/29/11 Drawn: DON HOGGATT Engineer. BM Checked By. Q�OFESS/pN pEAN • %�`' o,� �'b� BGG, REGIS TERED EN GI NEER C 46803 yk Exp.6-30-13 CITY OF BA KER SFI EL D 1501 TRUXTUN AVENUE qTF C���� BAKERSFIELD, CA 93301 DF CAL�F REVISIONS No. DA TE I DESCRIPTION GENERAL NOTES: 1. TREE WELLS SHALL BE EXCA VA TED TO A DEPTH OF 5 FEET 2. BACKFILL TREE WITH IMPORTED SELECT MATERIAL COMPACTED TO 857 RELA TI VE COMPACTION. LANDSCAPE PLAN STREET IMPROVEMENTS -PADRE HOTEL PROJECT NO. T1K229 In ®n SCALE HORIZ l-10' SHEET NO. LA— 1 OF 20 NOTES.' PLAN NEW I. Use teflon tope on all threaded pints 2.0" (50mm) 0.5' (0.15m) 2. All risers and nipples shall be Schedule 80 PVC sized STANDARD DETAILS FOR VARIOUS IRRIGATION HEADS Concrete Wall " J� as required by the Recreation and Parks Director. SCALE N.T.S. APPROVED SHEET NO. L-7 J. Alf fittings shall be Schedule 40 PVC sized as required. %\ j� //\//\: 2. All risers and nipples shall be Sch. 80 PVC. All fittings shall be Sch. 40 PVC. 4. Where irrigation heads are installed within embankments, ^� \� 6.0' (150mm) 3. All laterals shall be Class 200 PVC or as required on plans Finished Grade a drain valve or check valve is required to prevent erosion. 1.5' to 2.0' Rod. Check valves and drain valves shall be installed at (0.46m to 0.61m Rad.) locations as perscnbed by the specific field conditions Lateral Line \ and shall be approved by the Recreation and Parks ai� valves and drain valves shall be installed at locations Director prior to use and placement. as prescribed by the specified conditions and shall be l`(/ approved by the Recreation and Parks Director prior to 5. Use Schedule 80 PVC conduit with an enclosed placement and use. - 5. All pop up heads shall be LO" (25mm) from concrete Main pedestal, slope conduit to drain 1/8' per 1.0' E circle) shall be 4.0' (1001nm) from concrete and aspholt (6.5nm) above F.G. for Finished areas. Height of pop up heads shall be as follows.• (5mm per 0.3m) 100mm 4.0' ( ) for lawn areas (100mm) for full circle. (D,3n) for shrubs Grade 1.0' (0.3m) for ground cows 6. Construct 0.5' (150mm) Class B' concrete slob as "; 6. Where port circle irrigation heads are adjacent to o building Sch. 80 PVC /\\ /� wall, locate heads 1.0' (0.3m) from face of building wall to Nipple (TIT) SIDE VIEW required to receive the pedstal mounted irrigation control Schedule 80 \\ wire \/� o � �- 7 Where triple swing pint is required, see city standard Nipple (TIT) Common �\ clock. Compact 0.5' (150mm) base to 90% relative density to ad concrete slab. �j\\� heads even where not required. prior placement Loterial Line 'A by approved by the Recreation and Parks Director. ��\//�\� 7. Where part circle irrigation heads odkicent to a building Concrete Thrust for specific model numbers, "z' quantity, manufacturers, 110 Volt Power wall, locate irrigation head 4.0' (100mm) from face of Single Strand 14 Gouge building wall to bock of irrigation head. Direct Burial Copper Wire 8. All irrigation heads shall provide 100/' coverage with O/RR/GAT)ON CONTROL CLOCK no over spray onto sidewalks, streets, walls, and buildings. Addition of heads may be required at any time in order to achieve 100% coverage. /\ 9. All irrigation installation shot/ be in accordance with city standards, the latest edition of the California Plumbing ;: �" ///i\��\��� Code, and manufacturer's recommendation, Section 20 of Galvanized Piping & Fittings%\//.\//.\//.\// the Standard Specifications, and as directed by the //\/// To Valve Recreation and Parks Director. (T)pical throughout) ©DOUBLE Top of 10. All materials shall be new and free from defects Asphalt o _ E 14' Slope Concrete h (036m) 11. See approved landscape / irrigation plans and legends Surface/415 1 for specific model numbers, size, quantities, 1. Except as noted, all piping and fittings shall be manufacturers and performance requirements j / j j j 12. Any and oil changes from this standard shall be 18' galvanized unless approved by the approved by the Recreation and Parks Director prior (0.45m) �/ y \ to any type of construction. `y\� \ Double Wire Wrap Recreation and Parks Director. \ (gals. - 12ga) Fig. 8 tie 4 locations Redwood Stake 8 j /\ 1 o Sch. 40 PVC 20' x 2.0' x 1.5' (205 Tee PLAN L4EW (SST) (50mm x 50mm x 0.45m) i.////i\� Sch. 40 PVC Sch. 40 PVC Ell or Tee Marlex Street Ell 90 (TIT) Ell 90 (TIT) OY OSCILLATING HEAD DETAIL Sch. 80 PVC Nipple (SST) FILENAME: L-6REV SIDE VIEW STANDARD DATE /99 DRAWN DAH DETAILS FOR CONTROL CHECKED CLOCK, OSCILLATING HEAD, SCALE M. SHAW Lateral Line AND TRIPLE SWING JOINT N.T.S. O TRIPLE SWING JOINT DETAIL APPROVED CITY OF BAKERSFIELD SHEET N0. L-6 I Finished Grade F77 Place Maxlcom wire near the main line at the 9 o'clock position. O MAIN UNE 1.0' (0.3m) Place irrigation control wires near the main bundled and taped at 10' (30m) intervals. Locate wires at the 3 o'clock position. NO TES: 1. All electrical wiring and water lines sholl be installed 2.5' (0.76m) deep in a Schedule 40 PVC conduit when crossing roadways or under any hard surfaces. 2. Where the rainbird maxicom irrigation system is specified, the maxicom cable must not come into contact with the power supply or valve wiring. Locate the maxi- com cable near the main line at o 9 o'clock position. 3. if more than one line is installed per trench provide 0.5' (0.15m) horizontal and vertical separation. 4. All PVC solvent (glue) shall be 1711 (primer is required on main line only). 5. Landscape and irrigation improvements within the dedicated street right-of-way may require an open street permit. Check with city engineering deportment for requirements. 6. Where open street cuts are required to install various irrigation lines and/or wires, all street patching within the city right-of-way shall be in accordance with city standard ST -12 or as directed by the City Engineer. 7. When there is a change in fitted direction, all irrigation main lines larger than 2.0' (50mm) in diameter (pressure lines) shall be secured with concrete thrust blocks in accordance with manufacture's recommendation and as directed by the Recreation and Parks Director. 8. All irrigation lateral lines shalt be class 200 PVC if a latero/ line is located under a hard surfacs, Schedule 40 PVC is required. Backfill and compact according to standard ST -16. See Caltrans Specs. for surface treatment or as directed by the Recreation and Parks Director. O LATERA/ LINE 1.0' (0.3m) I r- Finished Grade Backfill 9. All irrigation mainlines 2.0' (50mm) in diameter and less shall be Schedule 40 PVC. irrigation mainlines greater than 2.0' (501mm) in diameter shall be doss 200 ring tite PVC Schedule 40 or approved equal by the Recreation and Parks Director. f0. Any and oil changes shall be approved by the Recreation and Parks Director prior to implementation. 11. All irrigation installation shall be in accordance with city standard4 the latest approved edition of the Uniform Plumbing Code, Manufacturer's Recommendations, Section 20 of the Standard Specifications, and as directed by the Recreation and Parks Director. 12. All material used shall be new and free from imperfections. 13. See approved landscape and irrigation plans and legends for specific model number, size, quantity, manufacturer, and performance requirements FILENAME: L-2REV 1 * See Note 17 1.0' (0.3m) for NOTES: 1.0'* Spray Heads 3.0' (75mm) * For large STANDARD DETAILS FOR VARIOUS IRRIGATION HEADS DATE 99 J� turf heads SCALE N.T.S. APPROVED SHEET NO. L-7 ** %\ j� //\//\: 2. All risers and nipples shall be Sch. 80 PVC. All fittings shall be Sch. 40 PVC. For small ^� \� 6.0' (150mm) 3. All laterals shall be Class 200 PVC or as required on plans Finished Grade turf heads 4. When irrigation heads are installed within embankments, \, \, a�"Ell \� \\ \\//�• \ \a (STJ or & bubblers Lateral Line \ Tee (SST) ai� valves and drain valves shall be installed at locations Backfill 9. All irrigation mainlines 2.0' (50mm) in diameter and less shall be Schedule 40 PVC. irrigation mainlines greater than 2.0' (501mm) in diameter shall be doss 200 ring tite PVC Schedule 40 or approved equal by the Recreation and Parks Director. f0. Any and oil changes shall be approved by the Recreation and Parks Director prior to implementation. 11. All irrigation installation shall be in accordance with city standard4 the latest approved edition of the Uniform Plumbing Code, Manufacturer's Recommendations, Section 20 of the Standard Specifications, and as directed by the Recreation and Parks Director. 12. All material used shall be new and free from imperfections. 13. See approved landscape and irrigation plans and legends for specific model number, size, quantity, manufacturer, and performance requirements FILENAME: L-2REV 1 * See Note 17 1.0' (0.3m) for NOTES: 1.0'* Spray Heads 3.0' (75mm) 1. Use teflon pipe on oil treaded pints STANDARD DETAILS FOR VARIOUS IRRIGATION HEADS DATE 99 J� for Bubblers SCALE N.T.S. APPROVED SHEET NO. L-7 CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT citt ENGINEER //\//\: 2. All risers and nipples shall be Sch. 80 PVC. All fittings shall be Sch. 40 PVC. REVISIONS ^� \� 6.0' (150mm) 3. All laterals shall be Class 200 PVC or as required on plans Finished Grade \\ �\� flex Nipple (T/T) \ \ 4. When irrigation heads are installed within embankments, \, \, a�"Ell \� \\ \\//�• \ \a (STJ or drain valve or check valve is required to prevent erosion. Lateral Line \ Tee (SST) ai� valves and drain valves shall be installed at locations I/' on as prescribed by the specified conditions and shall be l`(/ approved by the Recreation and Parks Director prior to A BUBB= /SHRUB SPRAY HEAD placement and use. - 5. All pop up heads shall be LO" (25mm) from concrete Main and asphalt areas All large radius krigation heads (part Install Top of Head 0.25' circle) shall be 4.0' (1001nm) from concrete and aspholt (6.5nm) above F.G. for Finished areas. Height of pop up heads shall be as follows.• part circle and 4.0" Croce Grade 100mm 4.0' ( ) for lawn areas (100mm) for full circle. (D,3n) for shrubs Grade 1.0' (0.3m) for ground cows \ 6. Where port circle irrigation heads are adjacent to o building Sch. 80 PVC /\\ /� wall, locate heads 1.0' (0.3m) from face of building wall to Nipple (TIT) back of irrigation head. Triple SwingJoint See Standard L-6, �/ Schedule 80 \\ wire \/� o � �- 7 Where triple swing pint is required, see city standard Nipple (TIT) Common �\ L-6, Detail Z. Swing joints shall be allowed on all irrigation Detail Z \ //� heads even where not required. 8. Any and all changes from this standard detail sheet shall Loterial Line 'A by approved by the Recreation and Parks Director. 9. See approved landscape and irrigation plans and legends Concrete Thrust for specific model numbers, "z' quantity, manufacturers, B LARGE RADIUS HEAD (Bottom Mounted) and performance requirements `-Finished Grade- Sch. 80 PVC _ Nipple (TIT) Triple Swing Joint See Standard L-6, \ \ \ Detail Z \ Lateral Line- \ © POP UP SPRAY HEAD (Side Mounted) finished Grade, r•-0-1 POP UP SPRAY HEAD (Bottom Mounted) SWln \\� \'� 9\/\ Ell (ST) or P/py\j\y Tee (SST) Loter�%//�/ \/ \\/`�\y` Borbed Ell LinkT` \\ \\ SWING P/PE Control FILENAME: L-7REV (1.5m -3m) in width or as STANDARD DETAILS FOR VARIOUS IRRIGATION HEADS DATE 99 DRAWN DAH CHECKED M. SHAW SCALE N.T.S. APPROVED SHEET NO. L-7 CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT citt ENGINEER Cl TY OF BAKERSFIELD, CALIFORNIA Brass Fittings 2. Use teflon pipe tape on all threaded pints or / Nipples 1.0' (0.3m) approved equal by the Recreation and Parks Director. above highest Finished sprinkler head Grade 3. All materials shall be new and free from imperfections (P VB only) 1.5' Min. 1.5 Min. 4 See approved landscape and irrigation plans and Concrete legends for specific model numbers, size, quantity, (0.45m) Slob (0.45m) manufacturers, and performance requirements \/b/����/ \ 5. All transitions from galvanized pipe to PVC pipe shall \ �, \ Female be constructed with Schedule 40 female adopter or E Unions \ \ i for approved equal b the \ � pp eq y h Recreation and Parks Director. Concrete j \ 6. A 6.0' (0.15m) thick reinforced concrete slab is thrust block required for all water protection devices. Minimum per U.P.C. �\ clearance shall be 1.5' (0.45m) on oll sides of the \\ device and as directed by the Recreation and Parks Director. (See standard L-1) Galvanized \\\ , :. ':• ; .., �\ ./.�//.�/.✓i i�/��///.� 7. All irrigation installation shall be in accordance with From Water Meter To Valves city standards, the latest accepted edition of the OBACKFLOW PREVENTER Uniform Plumbing Code, manufacturers .recommendation H (2.0" (50mm) and /we) Section 20 of the standard specifications, and as directed by the Recreation and Parks Director. 8. Any and oll changes shall be approved by the Water protection unit Recreation and Parks Director before implementation. 1.5' Min. a° 1.5'°Mi . (0 45rknJ (o.4.�m� ' , a FILENAME: L-3REV DATE 6/2/99 G '15'. Min STANDARD DRAWN ' 1.5' Min ,Q .a . CHECKED AH '.(D,:�m) : a .(645m) DETAILS FOR Required on ail Assemblies POTABLE WATER scALEM .SHAW PROTECTION N.T.S. OCONC APPROVED SHEET N0. E�TE CITY OF BAKERSFIELD L_3 SLAB PLAN rer 1Pn0?J1e PUBLIC WORKS DEPARTMENT File Name: T1K229 Job No.: T1 K229 Date: 12/29/11 Drawn: DH Engineer- DH Checked By Top of valve box (See note 14 on this sheet) Extra Comtrol Wire y Female �\ Adopter i\ Schedule 80 Nipple (TIT) Yj Main j Line 2.5' (0.76m) Tee (SST) Main expansion loop or Ell (ST) Line for ol1 wires Finished Grade 3 \/�\r�\ �\ Schedule 80 NOTES: L Use Teflon on oil threaded pints. 2. All nipples shall be Schedule 80 PVC. All fittings shall be Schedule 40 PVC. 3. All irrigation control valves shall be placed in a plastic irrigation control valve box with top of valve box 2.0' (50mm) below finished grade in turf and 2.0' (50mm) above finished grade in planter area. The following plastic valve boxes and lids are deemed acceptable. Any deviation for the accepted boxes and lids below must be approved by the Recreation and Parks Director. Ametek P0-173-134 Lid 170-170-001 Box Brook 17419 Snap' Lock Tab Lid 11419 Body Box . 4. installation of extra irrigation control wire from irrigation control clock to remove control valve is required for each manifold (bundle of valves). Extra wire shall be a different color than the one used to operate valves 5. All irrigation control wires (control and common) shall be 14 gauge UL single strand copper wire, toped and bundled at 10' (3.0m) intervals and placed near the irrigation mainline of the 3 o'clock position. 6. All wire connections shall be waterproof and approved by the Recreation and Parks Director. Splices will not be allowed unless approved by the Recreation and Parks Director. The approved splices will require the use of a splice box. 7. Maintain 2.0' (0.6m) separation between remote control valves (centerline to centerline) when more than one valve is installed in the some location. Control PVC - to, ylb m (1.5m -3m) in width or as Wire (0.3m) TIT � w � m C 46803 Ell (ST) �0 3 Finished A O �F Wire 4' (100mm) REVISIONS o(Plan City Standards view is for valve S-1 & S-3 Grade 1.5' Min. F.G. 4 1.0' (0.3m) above 1.5Min. I/' on PLAN © concrete stab this sheet (0.45m) ' Main 2.5' (0.76m) Line (0.45m) expansion loop for all wires finished Brick this sheet) Grade Extra New Concrete//\ jcontrol /��/�// Fernale Schedule 80 \\ wire Wire Nipple (TIT) Common I/ - and Female Adapter Adaptor Concrete Thrust /% : • . \\/ \Y/�Y/ Main �� Lateral �� Line Line Block per U.P.C. j . ;.: • . From Water.. . • : ; •; /\ j ;: �" ///i\��\��� Meter %\//. /.�/.\//.\//.\//% Galvanized Piping & Fittings%\//.\//.\//.\// //\/// To Valve (T)pical throughout) ©DOUBLE CHECK OR REDUCED PRESURE BACKFILL PREVEN7ER (Greater than ZO" (50mm) Did.) Brass Fittings /Nipples NO TES: 1. Except as noted, all piping and fittings shall be galvanized unless approved by the Recreation and Parks Director. Brass Fittings 2. Use teflon pipe tape on all threaded pints or / Nipples 1.0' (0.3m) approved equal by the Recreation and Parks Director. above highest Finished sprinkler head Grade 3. All materials shall be new and free from imperfections (P VB only) 1.5' Min. 1.5 Min. 4 See approved landscape and irrigation plans and Concrete legends for specific model numbers, size, quantity, (0.45m) Slob (0.45m) manufacturers, and performance requirements \/b/����/ \ 5. All transitions from galvanized pipe to PVC pipe shall \ �, \ Female be constructed with Schedule 40 female adopter or E Unions \ \ i for approved equal b the \ � pp eq y h Recreation and Parks Director. Concrete j \ 6. A 6.0' (0.15m) thick reinforced concrete slab is thrust block required for all water protection devices. Minimum per U.P.C. �\ clearance shall be 1.5' (0.45m) on oll sides of the \\ device and as directed by the Recreation and Parks Director. (See standard L-1) Galvanized \\\ , :. ':• ; .., �\ ./.�//.�/.✓i i�/��///.� 7. All irrigation installation shall be in accordance with From Water Meter To Valves city standards, the latest accepted edition of the OBACKFLOW PREVENTER Uniform Plumbing Code, manufacturers .recommendation H (2.0" (50mm) and /we) Section 20 of the standard specifications, and as directed by the Recreation and Parks Director. 8. Any and oll changes shall be approved by the Water protection unit Recreation and Parks Director before implementation. 1.5' Min. a° 1.5'°Mi . (0 45rknJ (o.4.�m� ' , a FILENAME: L-3REV DATE 6/2/99 G '15'. Min STANDARD DRAWN ' 1.5' Min ,Q .a . CHECKED AH '.(D,:�m) : a .(645m) DETAILS FOR Required on ail Assemblies POTABLE WATER scALEM .SHAW PROTECTION N.T.S. OCONC APPROVED SHEET N0. E�TE CITY OF BAKERSFIELD L_3 SLAB PLAN rer 1Pn0?J1e PUBLIC WORKS DEPARTMENT File Name: T1K229 Job No.: T1 K229 Date: 12/29/11 Drawn: DH Engineer- DH Checked By Top of valve box (See note 14 on this sheet) Extra Comtrol Wire y Female �\ Adopter i\ Schedule 80 Nipple (TIT) Yj Main j Line 2.5' (0.76m) Tee (SST) Main expansion loop or Ell (ST) Line for ol1 wires Finished Grade 3 \/�\r�\ �\ Schedule 80 NOTES: L Use Teflon on oil threaded pints. 2. All nipples shall be Schedule 80 PVC. All fittings shall be Schedule 40 PVC. 3. All irrigation control valves shall be placed in a plastic irrigation control valve box with top of valve box 2.0' (50mm) below finished grade in turf and 2.0' (50mm) above finished grade in planter area. The following plastic valve boxes and lids are deemed acceptable. Any deviation for the accepted boxes and lids below must be approved by the Recreation and Parks Director. Ametek P0-173-134 Lid 170-170-001 Box Brook 17419 Snap' Lock Tab Lid 11419 Body Box . 4. installation of extra irrigation control wire from irrigation control clock to remove control valve is required for each manifold (bundle of valves). Extra wire shall be a different color than the one used to operate valves 5. All irrigation control wires (control and common) shall be 14 gauge UL single strand copper wire, toped and bundled at 10' (3.0m) intervals and placed near the irrigation mainline of the 3 o'clock position. 6. All wire connections shall be waterproof and approved by the Recreation and Parks Director. Splices will not be allowed unless approved by the Recreation and Parks Director. The approved splices will require the use of a splice box. 7. Maintain 2.0' (0.6m) separation between remote control valves (centerline to centerline) when more than one valve is installed in the some location. X^X^X" �� . Root -Ball Install root barrier \ /\� i�\ \ \\ \\ \ panels as close to 'p,� rj� p�eis� FG. as possible (TA.) \\\/\ (See Note 6) O _TREE PLANTING WITH ROOTGUARD 0 0 Tree Support V1..T or equal Stake(s) (See note 12) Trunk Guard for turf only Water Basin 4.0' Berm (100mm) _Crown of Tree to be 0.5' (15mm) above FG. (Throughout) Planting Tablets (See note 16) _Natural Ground of /football O UTAK/NG DETAIL Prevailing \\��\ Wind Direction Tree Trunk Tree Stakes Support QM STAKE LOCATION OV REMOTE CONTROL VALVE 8. Where possible" locate valves in the planter areas 9. All irrigation installations shall be in accordance with city standards, the latest approved edition of the Uniform Plumbing Code, manufacturer's recommendotion4 Section 20 of the Standard Specificatio174 and as directed by the Recreation and Parks Director. 10. All materials used shall be new and free from defects ll. Any and all changes shall be approved by the Recreation and Parks Director prior to implementation. 12. See approved landscapelrrigotion plans and legends for specific model numbers, size, quantity, manufacturers and performance requirements FlLENAME: L-5REV NOTES: 1. Apply soil amendment as per sod test. i All trees shall be staked with new 2.0' (50mm) Dia. (pressure treated) Lodge Pole Pine. Remove original tree stokes from all plant material delivered to the protect site and install new tree stakes. 3. Construct mound as required to secure plants stability during construction installation. 4. Arbor tree guard or approved equal is required around all trees planted in lawn areas. 5. Root Guard barrier is required on oil hard surfaces when the tree trunk is 5.0' (1.5m) or less from any hard surface. Place barrier parallel along the edge of hard surface. 6. Planting tablet shall be placed 2.0' (50mm) below finished grade near root foundation as follows - 1 - Tablet per 1 Gal. (J. 79 L) 3 - Tablets per 5 Gal. (18.9 L) 6 - Tablets per 15 Gal. (56.8 L) 9 - Tablets per 2.0' (0.6m) Box 7. Any and oll deviations from this standard shall be approved by the Recreation and Parks Director prior to construction. 8. All landscape installation sho/l be in accordance with City Standards, Manufacturer's Recommendation, and Section 20 of the Standard Specifications 9. All material used shall be new and free from imperfections. 10. See approved landscape and irrigation plans for specific model numbers, size, manufacturer, and performance requirements. Berm mm) Tablets ° 16) 2X KIM _ Of RootBoll OTYPICAL SHRUB PLANTING DETAIL FILENAME: L-10REV Control PVC - to, ylb m (1.5m -3m) in width or as Wire (0.3m) TIT � w � m C 46803 Ell (ST) �0 3 Common A O �F Wire 4' (100mm) REVISIONS o(Plan City Standards view is for valve S-1 & S-3 / / installation - Detail T) F.G. 4 See detail / / I/' on PLAN © VIEW this sheet ' Main 2.5' (0.76m) Line Top of valve box (See note 14 on expansion loop for all wires finished Brick this sheet) Grade Extra jcontrol \ Control Schedule 80 \\ wire Wire Nipple (TIT) Common I/ - and Female Adapter Wire Main �� Lateral �� Line Line Brick X^X^X" �� . Root -Ball Install root barrier \ /\� i�\ \ \\ \\ \ panels as close to 'p,� rj� p�eis� FG. as possible (TA.) \\\/\ (See Note 6) O _TREE PLANTING WITH ROOTGUARD 0 0 Tree Support V1..T or equal Stake(s) (See note 12) Trunk Guard for turf only Water Basin 4.0' Berm (100mm) _Crown of Tree to be 0.5' (15mm) above FG. (Throughout) Planting Tablets (See note 16) _Natural Ground of /football O UTAK/NG DETAIL Prevailing \\��\ Wind Direction Tree Trunk Tree Stakes Support QM STAKE LOCATION OV REMOTE CONTROL VALVE 8. Where possible" locate valves in the planter areas 9. All irrigation installations shall be in accordance with city standards, the latest approved edition of the Uniform Plumbing Code, manufacturer's recommendotion4 Section 20 of the Standard Specificatio174 and as directed by the Recreation and Parks Director. 10. All materials used shall be new and free from defects ll. Any and all changes shall be approved by the Recreation and Parks Director prior to implementation. 12. See approved landscapelrrigotion plans and legends for specific model numbers, size, quantity, manufacturers and performance requirements FlLENAME: L-5REV NOTES: 1. Apply soil amendment as per sod test. i All trees shall be staked with new 2.0' (50mm) Dia. (pressure treated) Lodge Pole Pine. Remove original tree stokes from all plant material delivered to the protect site and install new tree stakes. 3. Construct mound as required to secure plants stability during construction installation. 4. Arbor tree guard or approved equal is required around all trees planted in lawn areas. 5. Root Guard barrier is required on oil hard surfaces when the tree trunk is 5.0' (1.5m) or less from any hard surface. Place barrier parallel along the edge of hard surface. 6. Planting tablet shall be placed 2.0' (50mm) below finished grade near root foundation as follows - 1 - Tablet per 1 Gal. (J. 79 L) 3 - Tablets per 5 Gal. (18.9 L) 6 - Tablets per 15 Gal. (56.8 L) 9 - Tablets per 2.0' (0.6m) Box 7. Any and oll deviations from this standard shall be approved by the Recreation and Parks Director prior to construction. 8. All landscape installation sho/l be in accordance with City Standards, Manufacturer's Recommendation, and Section 20 of the Standard Specifications 9. All material used shall be new and free from imperfections. 10. See approved landscape and irrigation plans for specific model numbers, size, manufacturer, and performance requirements. Berm mm) Tablets ° 16) 2X KIM _ Of RootBoll OTYPICAL SHRUB PLANTING DETAIL FILENAME: L-10REV 6 * For planter areas 5'-10', ylb m (1.5m -3m) in width or as Z approved by Rec. & Parks � w � m C 46803 Director �0 3 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE A *Install trees along , �F CL of planter 4' (100mm) REVISIONS berm required City Standards Distance Varies S-1 & S-3 / / F.G. 4 X^X^X" �� . Root -Ball Install root barrier \ /\� i�\ \ \\ \\ \ panels as close to 'p,� rj� p�eis� FG. as possible (TA.) \\\/\ (See Note 6) O _TREE PLANTING WITH ROOTGUARD 0 0 Tree Support V1..T or equal Stake(s) (See note 12) Trunk Guard for turf only Water Basin 4.0' Berm (100mm) _Crown of Tree to be 0.5' (15mm) above FG. (Throughout) Planting Tablets (See note 16) _Natural Ground of /football O UTAK/NG DETAIL Prevailing \\��\ Wind Direction Tree Trunk Tree Stakes Support QM STAKE LOCATION OV REMOTE CONTROL VALVE 8. Where possible" locate valves in the planter areas 9. All irrigation installations shall be in accordance with city standards, the latest approved edition of the Uniform Plumbing Code, manufacturer's recommendotion4 Section 20 of the Standard Specificatio174 and as directed by the Recreation and Parks Director. 10. All materials used shall be new and free from defects ll. Any and all changes shall be approved by the Recreation and Parks Director prior to implementation. 12. See approved landscapelrrigotion plans and legends for specific model numbers, size, quantity, manufacturers and performance requirements FlLENAME: L-5REV NOTES: 1. Apply soil amendment as per sod test. i All trees shall be staked with new 2.0' (50mm) Dia. (pressure treated) Lodge Pole Pine. Remove original tree stokes from all plant material delivered to the protect site and install new tree stakes. 3. Construct mound as required to secure plants stability during construction installation. 4. Arbor tree guard or approved equal is required around all trees planted in lawn areas. 5. Root Guard barrier is required on oil hard surfaces when the tree trunk is 5.0' (1.5m) or less from any hard surface. Place barrier parallel along the edge of hard surface. 6. Planting tablet shall be placed 2.0' (50mm) below finished grade near root foundation as follows - 1 - Tablet per 1 Gal. (J. 79 L) 3 - Tablets per 5 Gal. (18.9 L) 6 - Tablets per 15 Gal. (56.8 L) 9 - Tablets per 2.0' (0.6m) Box 7. Any and oll deviations from this standard shall be approved by the Recreation and Parks Director prior to construction. 8. All landscape installation sho/l be in accordance with City Standards, Manufacturer's Recommendation, and Section 20 of the Standard Specifications 9. All material used shall be new and free from imperfections. 10. See approved landscape and irrigation plans for specific model numbers, size, manufacturer, and performance requirements. Berm mm) Tablets ° 16) 2X KIM _ Of RootBoll OTYPICAL SHRUB PLANTING DETAIL FILENAME: L-10REV QUiCK COUPLER VAI,VES SHALL BE RAINSIRD #44 LVC(LOCKING VINYL COVER) WfTH KEY PSR EACH VALVE OR APPROVED EQUAL BY CITY ENGINEER. ASPHALT CONC. SURE FINISH GRADE LANN E" FINISH GRAPE 8F SHRUB AREA r VII►I +r.4 � rr. SCK80 PVC. ..._ 24" NIPPLE(T-T) m �w SAO RV }.90 El SC PV.0 SCH.80 PVC. PRESSURE LINE V) QUICK CC3UPLER VALVE N OTE: 1. TO VIEW & DOWNLOAD THESE STANDARD DRAWINGS, SEE CITY OF BAKERSFIELD OFFICIAL MUNICIPAL WEBSITE: www.bakersfieldcity.us/cityservices/ pubwrks/designman/proposed.htm LANDSCAPE & IRRIG-7,04 TION DETAILS STREET IMPROVEMENTS -PADRE HOTEL PROJECT NO. TIK229 - ii - / 70� SHEET NO. LA -2 OF 20 0 1 2 3 OOESS/o DEAN Rq�� Z REGIS RED Cl Vl ENGINEER � w � m C 46803 y� Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE �F BAKERSFIELD, CA 93301 CA\-' REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / QUiCK COUPLER VAI,VES SHALL BE RAINSIRD #44 LVC(LOCKING VINYL COVER) WfTH KEY PSR EACH VALVE OR APPROVED EQUAL BY CITY ENGINEER. ASPHALT CONC. SURE FINISH GRADE LANN E" FINISH GRAPE 8F SHRUB AREA r VII►I +r.4 � rr. SCK80 PVC. ..._ 24" NIPPLE(T-T) m �w SAO RV }.90 El SC PV.0 SCH.80 PVC. PRESSURE LINE V) QUICK CC3UPLER VALVE N OTE: 1. TO VIEW & DOWNLOAD THESE STANDARD DRAWINGS, SEE CITY OF BAKERSFIELD OFFICIAL MUNICIPAL WEBSITE: www.bakersfieldcity.us/cityservices/ pubwrks/designman/proposed.htm LANDSCAPE & IRRIG-7,04 TION DETAILS STREET IMPROVEMENTS -PADRE HOTEL PROJECT NO. TIK229 - ii - / 70� SHEET NO. LA -2 OF 20 0 1 2 3