Loading...
HomeMy WebLinkAbout6.2-605 Record DrawingLIST OF DRA WINGS SHEE T I SHEE T 2 SHEE T 3 SHEE T 4 SHEET 5 SHEET 6 SHEET 7 SHEE T 8 SHEET 9 SHEE T 10 SHEE T 11 TI TL E SHEE T STANDARD 06rAlLS VC)� D � �������L �D SEWER— PLAN &PROFILE HOOPER AVE SEWER— PLAN &PROFILE HOOPER AVE SEWER— PLAN & PROFILE HOOPER AVE SEWER- PLAN & PROFILE KIMBERLY AVE SEWER- PLAN & PROFILE KIMBERLY AVE SEWER- PLAN & PROFILE URNER ST PA VEMEN T REHA BIL I TA TI ON H 0 OPER A VE PA VEMEN T REHA BIL I TA TION H 0 OPER A VE/ URNER S T PA VEMEN T REHA BIL I TA TION KI MBERL Y A VE BENCHMARK SEWER IMPROVEMENTS HOOPER AVE, K/MI ERLYAVE, LAMP HOLE MONUMEN T A T THE IN TERSEC TION OF HOOPER A VE. & URNER S T. ELEV= 406.24' BASIS OF BEARING HOOPER A VE.: CL WES T MOS T MON. TO THE I S T MON. TO THE EA S T — S89 °1 1 34 "E KIMBERLY AVE.: CL MON.'S BETWEEN SED WICK ST. & URNER ST. — S89 °l 5'37 "E URNER S T : CL MON. 'S BETWEEN HOOPER AVE. & KIMBERLY AVE. — N00 °4234 "E AND URNER STREET SNOW RD EXIST SEWER LINE CITY STANDARDS STORM DRAIN - W EXIST WA TER LINE s POWER LINE EXIS T GAS GAS EXIST GAS LINE SD PHONE LINE EXIST OH EXIST AERIAL E LINES SW- I *, SW -2, SW -3, SW -5, SW -6, SW -7 Tv EXIST UNDERGROUND T TV CABLES 0 EXIST OIL LINE FO NORRIS RD — ST- 12, ST- 13 -■- POWER POLE C WATER METER * INDICA TES REVISED STANDARD DETAIL W.V. © EXISTING MONUMENT N WATER VALVE ❑9 G.M. FU TORE MONUMEN T ® GA S ME TER S.L. G.V. ALL REFERENCES TO CLASS B CONCRETE -SHALL BE REPL A CED WITH CLASS 3 3� S TREE T LIGHT N GAS VALVE S TREE T LIGHT W/MAST ARM 4$ BENCHMARK C.O. S CLEAN OUT - CONCRETE AS DEFINED IN THE CAL TRANS STANDARD SPECIFICATIONS MAY 2006, ED. ALL REFERENCES 'TO CLASS A CONCRETE SHALL BE REPL A CED WITH CLASS 2 CONCRETE AS DEFINED IN THE CAL TRANS STANDARD SPECIFICA TIONS MA Y 2006, ED. OLl VE DRI VE -- _BER STATE STANDARDS KIM LY AVE J CAL TRANS S TANDA RD MA Y 2006 EDI TION PROJEC T HOOPER 0 ER AVE CONVENTIONAL SYMBOLS EA SEMEN T — — — — — — — EXIST. CURB & GUTTER -- RIGHT-OF-WAY --------------- EXIST A. C. FL0WLINE — CEN TERL INE EXIST EDGE OF PA VEMEN T LOCA T1ONS�_ c) Q o � O W � HA GEMA N RD RAILROAD TRACKS GUARD RAIL X CHAIN LINK FENCE IMPROVEMENTS Q) XT EXIST SEWER LINE UTILITY SYMBOLS STORM DRAIN EXIST W EXIST WA TER LINE s POWER LINE EXIS T GAS GAS EXIST GAS LINE SD PHONE LINE EXIST OH EXIST AERIAL E LINES Tv EXIST UNDERGROUND T TV CABLES 0 EXIST OIL LINE FO M.H. F.H. ® MANHOLE � FIRE H YDRAN T P.P.W M -■- POWER POLE C WATER METER W.V. © EXISTING MONUMENT N WATER VALVE ❑9 G.M. FU TORE MONUMEN T ® GA S ME TER S.L. G.V. 3� S TREE T LIGHT N GAS VALVE S TREE T LIGHT W/MAST ARM 4$ BENCHMARK C.O. S CLEAN OUT EXIST SEWER LINE EXIST STORM DRAIN EXIST UNDERGROUND POWER LINE EXIS T UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE Fj I STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: CL4A5 s A NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH 0.92 MILES LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES REMOTE CONCRETE (CROSS GUTTER) INSTALL PAVEMENT MARKINGS (STOP BAR, WHITE) 1 LS 45 SF Job No.: EOK208 & EOK209 File Path: K:\LDD—ENGINEERING\2009-2010\EOK208—EOK209 Sewer Impr — Kimberly & Hooper\dwg File Name: BASE.dwg i pFESS1 APPROVED BY. -�--- RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR eRDEAN R�9` �, APPROVAL RECOMMENDED BY: W Q � Zt C 46803 * Exp, 6-30-11 A SISTAN PU LIC WORKS DIRECTOR civic ��\P F OF CAS �F O CIVIL ENGINEER Piv — DESIG ENGINEERING R;ECDRD DRAWNGS _DEC EM E)ER !31 20f 1 I TRAFFIC E INE IN SEWER IMPROVEMENTS HOOPER A VE, K/MBERL Y A VE, AND URNER STREET 0 R, 1! DATE /Y DATE DATE NO 1 OF 11 SHEETS 1 7 2 3 pe - 104 -11 e- 1 -34-11 0aC.- v,5 a- u Q Z W M Q ry O J Q f- M W 1- O J O d - I I Q O 0 N L(7 T 0 L C) Q) LL d U) LJ Q m N Q O O i N y 1 Q E L N 3 N Cn 0) O N _O W I 00 O N Y O W / O O N O O N 0 z_ E W w _z C� z LU I 0 0 J / RIGH T -OF- WA Y GROUND 00 0 UTILITY CONDUITS SEWER LATERAL (0 2' x 0, 3' x 2.0' WOOD STAKE (50mm x 100mm x 0.6m WOOD STAKE) OR METAL STAKE ACCEPTABLE 2.5' MIN, (080 M/N,) PLUG, SOLVENT WELDED OR RUBBER GASKETED CAP 14 GAGE WIRE NO TES: 1. STAMP S" INTO CURB FACE OVER SEWER LATERAL. 2. ENSURE 5.0' (1.5m) MiNIMUM COVER AND 7.0' (21m) MAXIMUM COVER AT PROPERTY LINE AND 5.3' (1.6m) MINIMUM AT FLOWLINE. J. LATERALS LOCATED SO NOT TO CONFLICT WITH UTILITIES. 2625• (126hn) 1.0" (25mm) pattern 2525• (12"n) letters, 0.125" (3mm) h high draining blind pick 2.0" (5000) pattern hole letters, 0,125"(3mm) I IT a) See Detail T Standard Tee SEWER the two castings Notch lid to find pick hole _T_ 1.0" (25mm) pattern 20' (d &n) letters, 0,125" (3mm) high MANH high. Location for aw Hwy country of origin NO TES: 325" (aa.)") NO TES: provide a protective coating. SECTION A -A 4. All frames and covers shall be gray cost iron, free FILENAME: SW-iREV 1 1,0' (a3mJ las(It 2)*) Z 1275 ( m) a6?5" (15m�n) 1 .LO• h z (7500) l0• (225m) 1 125• (13n1m) aw ft 17" (12430) SECTION B -B 1 123• (Ism) note 11. 1.0' (25mm) Dia, center hole I (15mm) pattern _, 0.125" (3mm) high CLEANOUT 1. All frames and covers shall be tested for accuracy 1.0" (25mm) pattern Standard Manhole letters, 0.125" (3mm) 1.5" (40mm) self high draining blind pick 2.0" (5000) pattern hole letters, 0,125"(3mm) Table B" below I high i A A Standard Tee SEWER the two castings Notch lid to find pick hole See note 11. 1.0" (25mm) pattern 1.0" (25mm) pattern letters, 0.125"' (1500) letters, 0,125" (3mm) high MANH high. Location for CALIFORNIA country of origin NO TES: PUBLIC WORKS DEPARTMENT FILENAME: SW-iREV 1 1,0' (a3mJ las(It 2)*) Z 1275 ( m) a6?5" (15m�n) 1 .LO• h z (7500) l0• (225m) 1 125• (13n1m) aw ft 17" (12430) SECTION B -B 1 123• (Ism) note 11. 1.0' (25mm) Dia, center hole I (15mm) pattern _, 0.125" (3mm) high CLEANOUT 1. All frames and covers shall be tested for accuracy I/32• (Imm)�- Standard Manhole of fit and shall be marked in sets prior to delivery, Cover and Collor I Machined per Std, SW -6 Binder Surfaces 2. The seats of frames and bearing faces of the covers Table B" below I INSIDE AND shall be machined for a smooth non -rocking fit between 10,5" (0,27m) Standard Tee SCALE N.T.S. the two castings Toper SHEET NO, Cover 3, Castings shall be thoroughly cleaned and dipped twice SW -3 0 0 CALIFORNIA in a quick -drying, jet -block asphaltic compound to Frame PUBLIC WORKS DEPARTMENT NO TES: provide a protective coating. - Backfill compacted to 909 4. All frames and covers shall be gray cost iron, free DETAIL "A" from worps cracks, holes, swells and cold -shot, and 0 0 0 shall have a workmanlike finish. Highway loading should 9. The 2.0" (50mm) pattern letters on the manhole covers be HS 20-44. shall have one of the following designations DRAIN or SEWER 5. Costing shall conform to the provisions of the specifications 10, Assembly shall be designed for highway loading of HS 20-44. for gray -iron castings, seriol designation ASTM-• A-48 r (latest revision), Class No. 30B. 11. 2.0" x 40' (50mm x 25mm) diamond mat 0,125" (5mm) deep. I REI III=1I FILENAME: SW-6REV 6. The name of the manufacturing company shall be on the underside of the cover, 7, Manhole frome shall weigh not less than 120 lbs. (54kg) nor more thon 250 lbs. (IlAq). The cover shall weigh not less than 120 lbs. (54kg) nor more than 200 lbs (91kg)• APPROVED 8. Manhole covers shall hove o self draining blind pick hole unless otherwise opproved by the City Engineer, CITY ENGINEI 40�(, 45' (1.4") Where incoming and outgoing . ' ;: ":.. • ' sewers in a manhole vary in size, extend lower halves of sewers 8,0" (0.2m) beyond 1( _inside of wall and shope ` transition channel between ends of lower halves of pipes. r I '` ` Where incoming and outgoing Claw 9 " sewers in o manhole are of CokiiPte;': a 1 .. the some diameter, the top - L -,- _ - - J half of pipe shall only be I removed between walls and the broken edges shall be plastered smooth with cement mortor PLAN AT SURFACE P,C.C. slob not to be poured until R=0,5"" paving is in place. Slob and lid (12mm) to be 0.125' to 0.25" (3mm to 6mm) below new finished paving. go, Ak ( ) . -1- N 1 i 'n CS ' 2.1 Mortar, ^ �" 1. Dry Pocked sp .0 Mit Col cur r 2 se mu of J. 4.0' Dia *slope 39 '<, CpnCrete - a (2312++1nJ.': 4.69' 1,430 Special Aggregate SECTION (Calcareous) Cement Joint Gops formed by uneven hole cut into existing sewer main shall - be plugged with poper before cementing. Do not use ookun. 23' JQN 45• Max t "Y" must not extend into sewer main. CITY OF BAKERSFIELD, CALIFORNIA PLAN VIEW ELEVA TION PLAN A T BOTTOM 0 TES: All work shall conform to the opplicable sections of the ecifications entitled 'Standard Specifications, State o! ifornia, Department of Transportation " opproved rent edition. All unlined manhole pints shall be filled with Kent al or opproved block mastic equal, Inside of manholes st be mortared and neatly raked or wiped on inside pipe. Pre cost reinforced manhole sections shall be constructed 7ccordance with the provisions of ASTM C-478, ent edition. 4# sewer manholes, for sewer tines larger than 18" (0.46m) iiometer, shall be lined with "T --Lock" or approved equal. Concrete pad shall be cured with a white pigmented ng compound as per section 90-7.018 of the standard drications See standard drawing SW -6 for frame, cover, and o manhole details. 411 channels shall be smooth finished with steel trowel, If shall be broom finished for slip resistance. FILENAME: SW-2REV NO TES: 4 For pipes 6.0" (0.15m) to 1.0' (0.3m) in diameter, a licensed contractor who has the proper equipment and permits is considered on opproved agent and may core into the city's lines or remove a section and construct a wye or tee. For pipes 18" (0.46m) or larger, a manhole must be constructed where corings are made. The city inspector must observe the installation of saddles to cores. 2. Vitrified clay pipe saddles shall be extra strength clay pipe and shall conform to the requirements of the West Coast Standards of the clay pipe institute. J. VCP saddles may have either lugs or collars. 4. The bell shall be true, circular and concentric with the bore of the pipe and shall be scored on the inside of its entire depth. 5. Openings in existing sewer shall be mode only large enough to admit all of saddle fitting. Lugs or collars not resting on pipe shall be blocked up and sealed with epoxy glue. 6. All installations shall be inspected by the Public Works Deportment of the City of Bakersfield prior to backfill, 7. For PVC and A8S pipe, fittings shall be injection molded and shall be installed in line on new pipelines, • cut -in fittings are not permitted on new subdivisions or new new main lines 8. PVC or ABS saddles shall be rubber gosketed and shall be fastened by stainless steel bonds. FILENAME: SW-7REV 1 Pavement Construct Inside Drop Space of equal Distances QAcoadeA 60' (a15M)/Gt 01 2.0' (1260) 4. Ir ft Standard Tee Standard Manhole Cover and collar per city standard SW -6 Mortar Seal Water Seal (rubber gasket) Min. 2 stainless steel strops at max. 4Q•(IOAIwn) 4Gt 3,0' (1.2m) spacing attached to manhole shaft with stainless hardware .:A. Standard 90° Elbow (��) Class A" Concrete kom 60" (12150) _-Lf- Pavement 2.0' NO TES: L All work shall conform to the opplicable sections of the specifications entitled Standard Specifications, State of California, Deportment of Transportation" adopted current edition. 2 Drop manholes will only be allowed with the approval of the City Engineer. 3. All manholes shall conform to Sec. 3.2.3 of the manual text. 4. Drop manhole is only allowed if drop distance is 30' (0.76m) or greater, • Maximum slope allowed inside manhole FILENAME: SW-3REV 1 °"'/ Standard Manhole DATE D AWN6CU/g9 Cover and Collor TAMPING per Std, SW -6 Binder MANHOLE TYPE "A" Mortar Seal Table B" below I INSIDE AND 4.0' (IAN) (0.9m) beyond back of curb, excluding Standard Tee SCALE N.T.S. Asphalt Concrete O O O SHEET NO, Water Seal CITY OF BAKERSFIELD SW -3 0 0 CALIFORNIA (rubber gasket) 0 PUBLIC WORKS DEPARTMENT NO TES: Class 11 Aggregate Base - Backfill compacted to 909 (I 1. All workmanship and materials shall conform tv 0 0 0 0 0 40• (team) /kirt 1-I I -I I- I- I I -I I -III Specificotiong Stole o/ California Deportment III-III=III=III=III=III- r SAS � A of Transportation" opproved current edition. I REI III=1I I -I 1=III=III=III=1 I-III=1 I I=1 I I I=1I I- a,� f�a�►1: ° „f1 Backfill St0" (a?3m) Class A" Concrete PATH /N A PHAL T CONCRETE SUR Standard 90° Elbow OUTSIDE DROP 4. Potches less thon 2.0' (0.6m) from existing patches, APPROVED NO TES: L All work shall conform to the opplicable sections of the specifications entitled Standard Specifications, State of California, Deportment of Transportation" adopted current edition. 2 Drop manholes will only be allowed with the approval of the City Engineer. 3. All manholes shall conform to Sec. 3.2.3 of the manual text. 4. Drop manhole is only allowed if drop distance is 30' (0.76m) or greater, • Maximum slope allowed inside manhole FILENAME: SW-3REV Sawcut STANDARD DATE D AWN6CU/g9 • Depth varies depending on the TAMPING CLASS I BEDDING Binder MANHOLE TYPE "A" CHECKED Table B" below I INSIDE AND M. SHAW (0.9m) beyond back of curb, excluding OUTSIDE DROP SCALE N.T.S. Asphalt Concrete O O O SHEET NO, 12' 030 CITY OF BAKERSFIELD SW -3 0 0 CALIFORNIA improvements Backfill compacted to 909 relative 0 PUBLIC WORKS DEPARTMENT NO TES: Class 11 Aggregate Base ClassA" Portland Cement Concrete. Color / and finish v match Sawcut / odp ent pavement. a Existing; d Portland Cement : 8 : Concrete < a .• (75mm) 90 Material required) Backfill PA TCH /N CONCRETE SURFACE Ashpoltic Point Binder Sawcut M! Ashpaltic Paint • Depth varies depending on the TAMPING CLASS I BEDDING Binder Backfill compacted to 959 relative pit SLURRY Table B" below I �� Existing Ashpolt � •Street TABLE B" (0.9m) beyond back of curb, excluding Zone Concrete Pavement Asphalt Concrete O O O O O 12' 030 3.0 - 5.0 1.2' (0.30) 5.5 - 6.5 1, 5' (0.450) 0 0 0 0 0 T)picol each side improvements Backfill compacted to 909 relative 0 0 0 NO TES: Class 11 Aggregate Base - Backfill compacted to 909 (I 1. All workmanship and materials shall conform tv 0 0 0 0 0 to the requirements set forth in the Stondord 1-I I -I I- I- I I -I I -III Specificotiong Stole o/ California Deportment III-III=III=III=III=III- r SAS � A of Transportation" opproved current edition. I REI III=1I I -I 1=III=III=III=1 I-III=1 I I=1 I I I=1I I- 2. Sowcuts shall be mode parallel or at right 9 „f1 Backfill angles to the centerline of the street. PATH /N A PHAL T CONCRETE SUR J. Depth of select moteriol, if required= sholl be ACE determined in the field by the engineer. 4. Potches less thon 2.0' (0.6m) from existing patches, 0.4' (0. )m) Ashpolt and 3, '• edges of payment, or gutter shall be extended Concrete Surfacing Asphaltic Point Binder to include the intermediate isolated strip of a existing powmenl. Existing rood ` ' Hounching mixed surlocing 77 5. Minimum patch width shall be 2.0' (0.6m) of its Utilities Commission General Orders smallest dimension, unless otherwise allowed by 6.0-(0. 15mj 0 0 0 0 the city engineer Select Material (if required) 0 0 0 0 0 6. Reference standards ST -13 and ST -14 for ASTM D 2321 tests listed in Section 6-3,01 of the Standard Specifications, compoc6on requirements I=) III=III-I I= -=I I I=I I I -I I I=I = I I=I I I I=II I=I 7. For patch in asphalt concrete unless otherwise Ed I Ed I I -I I I -I I I -I I I -III allowed by the city engineer: III=III=III=III=III=III=1 Engineer. The tests shall be in accordance with the tests Sieve Size Percentage passing A. loco/ streets minimum o.4 O.lm asphalt ( ) P 3/4" (20mm) 100 Bockfill No. 4 35-100 concrete over 0.5' (0.I5m) Class A aggregate base No. 30 20-100 6. Each layer of bockfill material shall meet the compaction, This bockfill material shall be placed in not to exceed one B, Arterio/ and collector streets minimum 0.7' (0.2m) PATCH IN ROAD MIXED SURFACEaspho/t concrete over L0' (0.3m) Coss It oggregote base. pipe in such a manner as not to damage or disturb the pipe on its alignment and grade. Each /oyer shall be thoroughly comp- FILENAME: ST-12REV acted by mechanical tamping. Backfill material shall be drawing ST -12 in this design manual, properly compacted to springline prior to proceeding. STANDARD DATE 6/2/99 DRAWN JCU PAVEMENT PATCHES CHECKED M. SHAW ' SCALE N.T.S. APPROVED SHEET NO, CITY OF BAKERSFIELD $T-12 CALIFORNIA CIT PUBLIC WORKS DEPARTMENT ENGINEER Sawcut & Finish .0.5- (15mm) Rod, 2.0' x 20"(1260 x 126m) PCC Jk 2.0' x 2 I (060 x 07m) PCC Jb x Approved Mastic Bur%bin Rap'er.'or (0,2?i :p/odic^:sh�Gng'. ` pipe°.collo% : . = a Gravel 2.0' (a &N x 12 6M) Comte foueotalan CLEANOUT SECTION NO TES: 1. All work shall conform to the opplicable sections of the specifications entitled "Standard Specifications, State of California, Business and Transportation Agency, Department of Transportation" opproved current edition. 2. Pipe material shall meet 1.4.2 3, Al/ concrete shall be Class A" 4. Cleanout frame and cover shall conform to the City of Bakersfield standard SW -6 5. Concrete shall have no additives unless prior written opprovol is obtained from the City Engineer 6. Concrete shall be cured with a white pigmented curing compound per Sec. 90-7.018 of the standard specs 7, Top of slob shall be troweled smooth and given a light broom finish. 8, 959 relative compaction is required per city std, ST -13, P.C,C, slob not to be poured until paving is in place - Sawcut & Finish 0, 5" (15mm) Rod! :For e6ver delei/5 .. 's O ' ' ? see I fl> secctio�: 20' (1260) 20• (12 60) Limits of 959• compaction Limits of 959 per ST -13 compaction ' I per ST -13 ' --- - - - - - - COMPACTION DETAIL 9. Building paper or plastic shall be placed between the 0.5' (0.15m) concrete foundation and 4.5" (0.12m) slob. I 10. Fill cavity between pipe and collar with grovel to within 0,5' (15mm) of top of pipe. Caulk remaining 0,5" (15mm) with opproved mastic to top of pipe for water tight seal, 11. Collor shall be VCP, ABS, or PVC pipe. 12. Finished PCC slob to be 0.125' (3mm) min. and 0,25" (6mm) max. below finished paving surface. FILENAME: SW-SREV POk1►k�f/ firN9h Croats M! • Depth varies depending on the TAMPING CLASS I BEDDING streets Traffic Index (TI). See Backfill compacted to 959 relative pit SLURRY Table B" below I Compaction in roadway areas from 3.0' � � •Street TABLE B" (0.9m) beyond back of curb, excluding Zone all but the outer 1.0' (0.3m) of the III i TRAFFIC INDEX DEPTH median areas, and in alleys, within to 060 3.0 - 5.0 1.2' (0.30) 5.5 - 6.5 1, 5' (0.450) the existing, accepted roadway i 7,0 - 8,0 2.0' (0, 6m) improvements Backfill compacted to 909 relative 8,5 OR MORE 2.5' (0,75m) compaction in all other areas. e o both sides = "z - Backfill compacted to 909 (I �� tv II relative compaction Backfill in pipe zone compacted SGALE N.T.s. APPROVED to 909 re%live compaction. r SAS � A so /IMF 1 / Upper limit of pipe zone shall be 1,0' (0.3m) Backfill material within the pipe „f1 II above top of pipe bell or the outside diameter zone to conform to notes 1, 2 of plain end pipe. and 3, '• a •• For public utilities , construction ` ' Hounching requirements as per the Public Utilities Commission General Orders Pipe or conduit 6.0-(0. 15mj Bedding Material for Flexible Pipe as per 4. Testing of backfill materials shall be in accordance with the ASTM D 2321 tests listed in Section 6-3,01 of the Standard Specifications, (or ASTM D1557, Method C) for trench width greater than LD' (0,3m). NOTES: If trench width is less than 1.0' (0,3m), bockfill with 2 sock slurry, L Backfill for Rigid Pipe. 5. Compaction tests will be required and shall be the respons- Bock/ill material within the pipe zone shall be free of lbility of the Developer / Subdivider / Contractor. The number deleterious material and shall hove a Sand Equivalent of not and location of the tests shall be determined by the City less than 20 and shall conform to the following grading: Engineer. The tests shall be in accordance with the tests Sieve Size Percentage passing listed in Section 6-3,01 of the Standard Specifications, (or 3/4" (20mm) 100 ASTM 91557, Method C) No. 4 35-100 No. 30 20-100 6. Each layer of bockfill material shall meet the compaction, This bockfill material shall be placed in not to exceed one sand equivalent and gradation requirements before the next foot (1.0' loose)(0.3m) layers, simultoneously on each side of the layer is placed. pipe in such a manner as not to damage or disturb the pipe on its alignment and grade. Each /oyer shall be thoroughly comp- 7. For pavement patches within paved areas, see standard acted by mechanical tamping. Backfill material shall be drawing ST -12 in this design manual, properly compacted to springline prior to proceeding. 2. Backfill for flexible pipe. TABLE "A" Pipe and fittings shall be installed m accordance with the current ASTM specification D-2321. Only Class I and 11 embedment materials within the pipe zone will be considered suitable. Within the pipe zone, water flooding and jetting shall not be used for backfill compaction for flexible pipe. The bedding and hounching shall be hand placed to the Spring line of the pipe and properly compacted. For sewer mains, Class I bedding is required for bedding and hounching. Core shall be token not to dislocate the pipe. , The remaining backfill in the pipe zone shall be hand placed and compacted in lifts not to exceed 6.0" (0.15m) thickness. Backfill material shall be properly compacted to springline prior to proceeding, The /ala»in shop l /or trench widths: PIPE M! IN GREATEST TAMPING CLASS I BEDDING D/MENS/01V pit SLURRY GO'(030) or less l•0'(0.3m wider 4.0- (75mm) wider 4.0" (75mm) in greatest dimension and shall be both sides both sides L0' 0.30j up �' 1,0'(0.30) wider 60" (0. 15m) wider to 060 both id both id 2.0'(0.60) or more LS '(a 45M) wider 1.0'(030) wider layers and each layer shall be thoroughly compacted ye ye 9 y P both sides both sides ' J. Backfill material above the pipe zone shall be free FILENAME: ST-13REV DATE of deleterious material and lumps or stones exceeding STANDARD 6/2/99 4.0" (75mm) in greatest dimension and shall be DRAWN JCU placed in not to exceed one foot (1.0' loose) (0.3m) TRENCH BACKFILL CHECKED layers and each layer shall be thoroughly compacted ye ye 9 y P AND COMPACTION M. SHAW by mechanical tomping. REQUIREMENTS SGALE N.T.s. APPROVED SHEET N0. QROFESS/ONq pEAN REGISTERS Cl lL ENGINEER 0 46803 70 * Exp.6-30-11 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE 9TF CIVIL BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / -14 File Name.' BASE Drawn: TMA SEWER IMPROVEMENTS HOOPER A VE, KIMBERL Y A VE AND URNER ST PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 20 Engineer: TMA Date: Feb. 15, 11 Checked By STANDARD DETAILS G.a�6os SHEE T NO. 2 OF II 2 REVISIONS 00ESS/oNl GENERAL NOTES: LEGEND; CONSTRUCT/ON NOTES= No. DATE DESCRIPTION o �t��o�o DEAN /5q e, 1 STATIONING IS BASED ON THE SANITARY SEWER LINE. SANITARY SEWER LINE REMOVE & REPLACE CROSS -GUTTER 07/08/2011 SEWER PIPE REVISIONS _ 7 �C 4 REGIST RED lVl N INEER w Q� C) m 2 ALL UT/LI TY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND THE SANITARY SEWER MANHOLE BEARING & DISTANCE CHECK TO MONUMENT * Exp. C 46803 6-30-/ REPRESENT THE BEST INFORMATION SUPPLIED BY VARIOUS FOR REFERENCE ONLY 2 / / 15 UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING 1 UTILITY CROSSING, PROTECT IN PLACE Cl TY OF BAKERSFIELD UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 1501 TRUX TUN A VENUE q�F C 1 v 0 - �F 3 ALL UTILITIES SHALL BE PROTECTED /N PLACE BY THE 9+62* LATERAL STATION /S THE PROJECTION OF SCALE 3 / / BA KERSF/ELD, CA 93301 CA - 4 CON CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM SEWER CL PERPENDICULAR TO THE END OF THE LATERAL STUB H ORI Z 1" VER T 1 7)=4' = 40' 4 THE COUNTY OF KERN. Zo Zo Z� Z 0 Cn d m v �� I Body--- X212--qD� 7R4 240 I 78a$- A�'80� , 7$bb ;-,`11 7762- 77d 77b _ z�a8_ o -�oO4 o l [ L23' 3?` �S o 3s 6 b�f 23 ,77 q, �. v . yt �9 r -13 47 35- m •c I I I - -� W 15 Lu_. Z �~ 14 �- — 0 I v - - 13 , 38.3 S34'16'3 721' "W 6' ---- - --- T V 6 .4 734 „E N84 __ - __ _ -- C -- — 2 _ _ o /! Y.N. i l j 12 Y.N, -- --- -- ff -- - -- r - --� —S8971 34 "E 3.32' SO HW OZ vz . _ _ I o 'Efl 6.00' I 3q� 87 SO' 7 !0Tl ^ 3 �Q©Ob SUMPt-3, 73 -fid 9 "79� jO I SEDW/CK S REST 0 HOOPER AVENUE 0 10 11 12 13 14 15 16 17 18 19 20 21 .21a Cn 414 z o o 414 Q m . , 4 70 Ln >~ 410 Q z � APPROX. EX/ST/ A o � ABC VE SEK FR o �V 406 406 Q - EX. LEC., EX. GAS' TELE HONE EX. ELEC. CARL 402 w w 402 -- _ _ w _ _ L w w X. 6" . C. WATER PIE ' Q) cn - 0 398 3. = 398 N Y O W - _- coI O 0 394 394 O ;_ O N ,p' I m 390 0 �' 390 O O 17 z w w z z SANITARY SEWER P OF/LE W 0 o J Y CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome. BASE Drawn: TMA SEWER IMPROVEMENTS HOOPER A VE, KIMBERL Y A VE AND URNER ST SHEE r NO. Job No.: EOK208 & 209 En gin eer: TMA SEWER PLAN AND PROFILE HOOFER AVE 3 OF I1 Date: Jul. 11, 11 Checked By-* 0 Duo 4 1 2 3 0 so• GENERAL NOTES: 1 STATIONING IS BASED ON THE SANITARY SEWER LINE. 2 ALL UTILITY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 3 ALL UTILITIES SHALL BE PROTECTED IN PLACE BY THE CONTRACTOR. 4 CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF KERN. un Li m O Z O m 0 w O J a- 0 I I n N 'F O N O C O 414 w Cn Q m 410 Q O O 406 E Q E L Q) 398 Q) Cn O N Y w 394 00 O N Y O W 0 390 0 0 i I LEGEND: SANITARY SEWER LINE SANITARY SEWER MANHOLE UTILITY CROSSING, PROTECT IN PLACE 9+62* LA TERAL STA TION IS THE PROJECTION OF SEWER CL PERPENDICULAR TO THE END OF THE LA TERAL STUB CONSTRUCT/ON NOTES: F-11 REMOVE & REPLACE CROSS -GUTTER D BEARING & DISTANCE CHECK TO MONUMENT FOR REFERENCE ONLY — - REVISIONS No. DA TE DESCRIP TION w 1 07/08/2011 SEWER PIPE REVISIONS 2 / / SCALE �. HORIZ 1 " = 40' VERT 1 "- 4 ' . � 4 QRpFESS/ON gEANFm R q� REGIS T R Cl VlL ENGINEER C 46803 yf Exp. 6-30_;4. CITY OF BAKERSFIELD �P C/VI 1501 TRUX TUN AVENUE 9T BAKERSFIELD, CA 93301 F OF CA1-�F� ^O i CITY OF BAKERSFIELD, CALIFORNIA Z i EX. 16" A. ClWA TEf PIPE SANITARY SEWER PRC)F/LE File Name: BASE Drawn: TMA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer: TMA Date: Jul. 11, 11 Checked By 1 i h 0 I SEWER IMPROVEMENTS HOOPER AVE, KIMBERLY AVE AND URNER ST SEWER PLAN AND PROFILE HOOPER AVE D0 ¢` 0 i " i 410 owe 402 394 390 SHEE T NO. 4 OF II 2 3 GENERAL NOTES: 1 STATION/NG IS BASED ON THE SANITARY SEWER LINE. 2 ALL UTILITY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S 3 ALL UTILITIES SHALL BE PROTECTED IN PLACE BY THE CONTRACTOR. 4 CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF KERN. w m O J l.� Z O m 0 w F- 0 CL 0 I� Q O Ln C6 0 N 0 0 w Q m 414 L Q) Q 0 0 410 Id Q) n E ©Q0101 al E L 402 O N Y O w, 398 00 O N V O W 1-1 0 394 0 N I O O N 390 z Li w z z w I O J d' t` W W Z co Z V LEGEND: SANITARY SEWER LINE SANITARY SEWER MANHOLE ` UTILITY CROSSING, PROTECT IN PLACE 9+62* LATERAL STATION IS THE PROJECTION OF SEWER CL PERPENDICULAR TO THE END OF THE LA TERAL STUB rn� LO ' Z ► OO a � ' INSTALL STOP BAR - 6' 4Ak­ AA--z- r--- M 'I I I I ' 7343 '72q -1.315 -7301_ 32 33 AOVE� EX. 6 " A. C. VA TER —,E-- w HOOPER AVENUE w w 34 SANITARY SEWER PROFILE CITY OF BAKERSFIELD, CALIFORNIA a CONSTRUCTION NOTES: F REMOVE & REPLACE CROSS -GUTTER BEARING & DISTANCE CHECK TO MONUMENT FOR REFERENCE ONLY PATTON WAY 35 414 410 mold 1116 394 390 i REVISIONS No. DA TE DESCRIP TION 07/08/2011 SEWER PIPE REVISIONS ,2 3T� -471 Rq SCALE HORIZ 1" = 40' q VERT ! " = 4' File Name: BASE Drawn: TMA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer: TMA Date: Jul. 11, 11 Checked By.- -4• . QRpFESS/ON SEAN R 9` F � / opo �c �! �f Z REGIS T RE CIVIL NGINEER C 46803 * Exp. 6-30- CI TY OF BAKERSFIELD7501 TUX BAKERSFIELD,NCAVENUE 93301 TF OF CAL�F�� SEWER IMPROVEMENTS HOOPER AVE, KIMBERLY AVE AND URNER ST SHEET NO. SEWER PLAN AND PROFILE HOOPER AVE 5 OF I I T—T— u 1 2 3 s Rq SCALE HORIZ 1" = 40' q VERT ! " = 4' File Name: BASE Drawn: TMA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer: TMA Date: Jul. 11, 11 Checked By.- -4• . QRpFESS/ON SEAN R 9` F � / opo �c �! �f Z REGIS T RE CIVIL NGINEER C 46803 * Exp. 6-30- CI TY OF BAKERSFIELD7501 TUX BAKERSFIELD,NCAVENUE 93301 TF OF CAL�F�� SEWER IMPROVEMENTS HOOPER AVE, KIMBERLY AVE AND URNER ST SHEET NO. SEWER PLAN AND PROFILE HOOPER AVE 5 OF I I T—T— u 1 2 3 GENERAL NOTES STA TION/NG IS BASED ON THE SANT TARY SEWER LINE. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST /NFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES /N THE FIELD IS THE CONTRACTOR'S ALL UTILITIES SHALL BE PROTECTED /N PLACE BY THE CONTRACTOR. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF KERN. LEGEND: SANITARY SEWER LINE SANITARY SEWER MANHOLE UTILITY CROSSING, PROTECT /N PLACE 9+62* LATERAL STATION IS THE PROJECTION OF SEWER CL PERPENDICULAR TO THE END OF THE LA TERAL STUB O Q Q> Q; Z h m O � Z c\ o o abo 8 © 8000 ?R 12 J n 0 3l I 5.7 71 A t2 60° 22 I V 631 !4t I VSTALL STOP BAR Vila o rn a S8914 7'18 "E 252.84' QDO 2 '48 22'E - 6' 6.15' �-,.-..�,....__._..�..---- o% _ = I m 6j - o - 7CJ 7Z tj 63 20 COFFEE RD. DD _D0 -goof 7 j 3 N 0 N C) V) c 3 c O W 414 Q m 410 Q O O Q) 406 C) u. w. E 402 I- 0 0 398 N Y O W I 00 o N Y 394 O w 1-11O 0 N 0 O 390 O N z ry III Li z z w 0 0 J Y 10 0 1 I ABOESE i__.Qw,�� CONSTRUCT/ON NOTES= 1] REMOVE & REPLACE CROSS -GUTTER a BEARING & DISTANCE CHECK TO MONUMENT FOR REFERENCE ONLY i No. DA TE DESCRIP TION 1 07/08/2011 SEWER PIPE REVISIONS 2 07/18/2011 SEWER PIPE REVISIONS II SCALE R9 HORIZ I" = 40' VERT 1 — 4 - QROFESS/ON pEAN REGIS RED Cl VlL ENGINES C 46803 * Exp. 6-30-x_ CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9� ����� BAKERSFIELD, CA 93301 F OF �A\- N O Zai. Z � RoB 7` Off 79©0 7 ao �o 69 r3 53 z 3t(- 71 oo N( i KIMBERLYAVENUfF 12 13 14 15 16 17 18 w O Q A 1 �--- EX. E EX. 6" A. C. W, 4 TERi N 1 0 Ej N i SANITARY SEWER PROPILE File Nome -BASE -Revision 11 Drawn: TMA CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer: TMA Dote: Jul. 20, 11 Checked By.- VE S WER MT 1 GR, m 20 21 —I— _� I —F I I �1_ I w =,)Jf_')_ - all SEWER IMPROVEMENTS HOOPER AVE, KIMBERLY AVE AND URNER ST SEWER PLAN AND PROFILE KIMBERL Y A VE 0 414 410 m 402 394 Moroi s SHEE T NO. 6OF1I 2 N ~ 4 z m w m Q m O Q '_ I m W O J 01 I Q r -I O 6j (D! N 0 C_ �I3 0 ry --�– W cn Q m / 414 / n 0 0 410 L Q) E Y 406 Q E 402 cn - 0 N Y Li, 398 00 O N Y O W 394 4 O eJ N 0 a / GENERAL NOTES: STATIONING IS BASED ON THE SANITARY SEWER LINE. ALL UTILITY LOCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST /NFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES /N THE FIELD /S THE CONTRACTOR'S. ALL UTILITIES SHALL BE PROTECTED /N PLACE BY THE CONTRACTOR. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF KERN. LEGEND: SANITARY SEWER LINE SANITARY SEWER MANHOLE- ` UTILITY CROSSING, PROTECT /N PLACE 9+62* LATERAL STATION /S THE PROJECTION OF SEWER CL PERPENDICULAR TO THE END OF THE LA TERAL STUB CONSTRUCTION NOTES: D REMOVE & REPLACE CROSS -GUTTER BEARING & DISTANCE CHECK TO MONUMENT FOR REFERENCE ONLY 21 0 N 2 1 SCALE R9 HORIZ 1 " = 40' VER T 1 "— 4' z� + O N REVisioivs No. DA TE DESCR/P TION 1 07/08/2011 SEWER PIPE REVISIONS 2 07/18/2011 SEWER PIPE REVISIONS II 3 / / � N 2� S82:Y6, 08'E 7r s ��N 2!\ 1 l � \ mos � �Z5_c_) I 23 24 25 26 ^^O 27 28 q o cl Z ' Z N I + Z ANO O ' ~ O O tz ZN _7-7C4 `' "1 j btu o.$ -7512 o ' _"7� 4t5 Z41 43 5 b 38 O m'W Z mW Z M.K 22 23 2 V.t4 26 – ' c� f b ✓moL (n ❑2 — S44.16'3"E o 414 Lc) pn 6� 67 . 4 317 Ga 30� I GAt ©V�p ra UpN�r St d 78 l -------- ©s.� a1 4 i -7750-'3 APP X. EXl TING 9"- URNER ST. o SEE SHEET 8 KIMBERLY AVENUE 21 0 N 2 1 SCALE R9 HORIZ 1 " = 40' VER T 1 "— 4' z� + O N REVisioivs No. DA TE DESCR/P TION 1 07/08/2011 SEWER PIPE REVISIONS 2 07/18/2011 SEWER PIPE REVISIONS II 3 / / � N 2� S82:Y6, 08'E 7r s ��N 2!\ 1 l � \ mos � �Z5_c_) I 23 24 25 26 27 28 WW Mj O Z + N Z cry c� (n o 414 APP X. EXl TING 9"- ADE o 410 .. EX. tEXG EX. ABLE 406 402 - 3,3 CITY OF BAKERSFIELD, CALIFORNIA 1 File Name: BASE—Revision 11 Drawn: TMA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer: TMA Date: Jul. 20, 11 Checked By: •: 390 'g'ov S S /0N j ,`�c• ,o 9.L7i� REGISTERED VIL _)ENGINEER' C 46803 * Exp. 6-30-X< �3 CITY OF BAKERSFIELD BAKERSFIELD, TRUX NCAV 93301 ENUEqTF FI CA��F��� A SEWER IMPROVEMENTS HOOPER AVE, KIMBERLY AVE AND URNER ST SEWER PLAN AND PROFILE KIMBERLY AVE 0 SHEET NO. 7 OF II 2 3 GENERAL NOTES: 1 STATIONING IS BASED ON THE SANITARY SEWER LINE. 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UT/LI TY COMPANIES. FINAL RESPONSIBILITY FOR LOCA TING UTILITIES IN THE FIELD IS THE CONTRACTOR'S 3 ALL UTILITIES SHALL BE PROTECTED IN PLACE BY THE CONTRACTOR. >- 4 CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM = THE COUNTY OF KERN. Q -- z Iz w m Q O J Q � F m 0 w F3 LEGEND: SANITARY SEWER LINE SANITARY SEWER MANHOLE UTILITY CROSSING, PROTECT IN PLACE 9+62* LATERAL STATION IS THE PROJECTION OF SEWER CL PERPENDICULAR TO THE END OF THE LA TERAL STUB O J d SAS 12 — — — I -�- N O N 0F HOOPERi AVE_ o SEE SHEET 4 10 REVISIONS -0 0 DA TE DESCRIP TION 11 07/08/2011 SEWER PIPE REVISIONS 12T 07/18/2011 �o 0 o .4 o 0 :z CS c cin 0 414 O w Q m 410 / 3 0 0- 0 0 c�i 406 �m Q) E Y 402 Q E 898 . EXIS NG GRADE Q) z N O N Y 394 O w, Ip O N Y O w 0 390 O N I O O N 386 / z Li z" 0 v, Li 0 0 / 1 G 1 m 2 EX/ TING TADE -W CITY OF BA KERSFIEL D, CALIFORNIA 3 4 CONSTRUCT/ON NOTES: a REMOVE & REPLACE CROSS -GUTTER BEARING & DISTANCE CHECK TO MONUMENT Fil FOR REFERENCE ONLY SCALE HORIZ I" = 40' VERT I"= 4' Z O ^�o _. o 0 G _w E W 51 URNER STREET 5 6 w Q�pFESS/ON DEAN REGIST RED l L NGINEER C 46803 * Exp. 6 -30 -,J4 - Cl Cl TY OF BAKERSFIELD CM 1501 TUX �P BAKERSFIELD,NCAVENUE 9330/ qTF OF CA��F��� 9 ^IN I� OL/VE DR_ 7 8 9 j 10 11 o REVISIONS No. DA TE DESCRIP TION 11 07/08/2011 SEWER PIPE REVISIONS 12T 07/18/2011 SEWER PIPE REVISIONS II .3 o .4 ^�o _. o 0 G _w E W 51 URNER STREET 5 6 w Q�pFESS/ON DEAN REGIST RED l L NGINEER C 46803 * Exp. 6 -30 -,J4 - Cl Cl TY OF BAKERSFIELD CM 1501 TUX �P BAKERSFIELD,NCAVENUE 9330/ qTF OF CA��F��� 9 ^IN I� OL/VE DR_ 7 8 9 j 10 11 o o M c�i APPRO . EXIS NG GRADE z N File Nome: BA SE–Re vision 11 Drawn: TMA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer: TMA Date: Jul. 18, 11 lChecked By: L 1 1 SEWER IMPROVEMENTS HOOPER AVE, KIMBERLY AVE AND URNER ST SEWER PLAN AND PROFILE URNER ST 0 1 f ' 410 :5 ►� a 394 41000 SHEE T NO. 8 OF II 2 3 Q z w w m Q ry O J Q f-- m 0 w I— O 1 w 0 n i Q o o -- N I � I a L Q) LL - 0 0 w Q m / / L 0 0 _ 0 I Q E O N Y O Li ccI O N Y O w / O N I rn 0 O N z n, III w z z w I J / LEGEND COLD PLANE IN AREAS INDICATED ON PLANS TYPE "B" ASPHALT CONCRETE TO BE PLACED. S YMB OLS M.H. ADJUST MANHOLE TO FINISH GRADE. O ADJUST MONUMENT TO FINISH GRADE. W.V. D4 ADJUST WA TER VA VE TO FINISH GRADE, BY OTHERS. PL CL PL 30' 30' 18' -- 16' Q Q a 59' MAX VARIES i �- 0.2' AC OVERLAY HOOPER AVENUE CROSS SECT/ON NO 7F. COLD PLANE SHALL GRIND 0.2' AT CURB & GUTTER LIP. CONTRACTOR SHALL OVERLAY ENTIRE STREET LIP TO LIP. SCALE: 1" = 40' QRpFESS/pN pEAN q� REGIS TE ED Cl V GINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/v�� BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE I DESCRIP TION WESTPA RK ST. HOOPER AVENUE i SEE SHEET 10 URNER ST. BROOKS CT. ' I v. ' _ -- -GAS Q CITY OF BAKERSFIELD, CALIFORNIA " v/0 -//7 111111117 I zz 71 20' 20 I I I I I I I I I I I I I HOOPER AVENUE i File Nome: BASE Draw TMA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer- SEWER IMPROVEMENTS HOOPER A VE, KIMBERL Y A VE AND URNER ST r: TMA Date: Feb. 75, 77 lChecked By PAVEMENT REHABILITATION HOOPER AVE 7-T 0 1 I SHEE T NO. 9 OF I1 2 3 — —�. 3 I 1 I I CITY OF BAKERSFIELD, CALIFORNIA " v/0 -//7 111111117 I zz 71 20' 20 I I I I I I I I I I I I I HOOPER AVENUE i File Nome: BASE Draw TMA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer- SEWER IMPROVEMENTS HOOPER A VE, KIMBERL Y A VE AND URNER ST r: TMA Date: Feb. 75, 77 lChecked By PAVEMENT REHABILITATION HOOPER AVE 7-T 0 1 I SHEE T NO. 9 OF I1 2 3 LEGEND COLD PLANE IN AREAS INDICATED ON PLANS TYPE "B" ASPHAL T CONCRETE TO BE PLACED. Q z w m Q O J Q m 0 w O J a- 0 ' I I ' Q INSTALL STOP BAR 0 N 0 a N F-- w Cn Q m Q O O L Q� Y I Q S YMB OLS M.H. ADJUST MANHOLE TO FINISH GRADE. O ADJUST MONUMENT TO FINISH GRADE. w. v. N ADJUST WA TER VAL VE TO FINISH GRADE, BY OTHERS R9 SCALE HORIZ 1 " = 40' VERT 1 "— 4' all i 'Il 0, ON w ow 1 I I o N I li o li a, z HOOPER AVE. w w z z w 0 0 J Y HOOPER AVENUE - Rh PATTON WAY \-0.2' AC OVERLAY URNER STREET CROSS SECTIO NO TE.- COLD PLANE SHALL GRIND 0.2' AT CURB & GUTTER LIP, CONTRACTOR SHALL 0VERLA Y ENTIRE STREET LIP TO LIP. CITY I COUNTY CITY OF BAKERSFIELD, CALIFORNIA QR0ESS/pN pEAN REGISTERED lL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 7507 TRUX TUN A VENUE qTF Cl BAKERSFIELD, CA 93301 OF CALIF REVISIONS No. DA TE DESCRIP TION m S LE• I 2 / / 3 / / 4 / / I j - I ` O > V l i INSTALL STOP BAR / -- __ ASGA-SAQp S- �A S G S` URNER STREET File Name: BASE Dra wn: TMA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer: TMA Date: Feb. 15, 11 Checked By ADJUST MANHOLE TO FINISH GRADE, BY OTHERS E PEMBROKE AVE. 11 II u OL/VE DR. i • SEWER IMPROVEMENTS HOOPER AVE, KIMBERL Y A VE AND URNER ST PAVEMENT REHABILITATION HOOPER A VE/ URNER, ST u SHEET NO. 10 OF I I 1 2 I Q z m w m Q m 0 Q f— m 0 w 0 J n O Q d - O 0 N T 6 L ..Q LL a U) L Q E Q) cn rn O N Y O w 0I O N O w O 0 N LEGEND COLD PLANE IN AREAS INDICATED ON PLANS TYPE B" ASPHAL T CONCRETE TO BE PLACED. S YMB OLS M.H. ADJUST MANHOLE TO FINISH GRADE. O ADJUST MONUMENT TO FINISH GRADE. W.V. DQ ADJUST WATER VALVE TO FINISH GRADE, BY OTHERS r- ..�..�..�.. ....�._.. M - - - w COFFEE RD. PL CL PL 30' 30' 18' 16' I z I z I z z a a 0 Q. J v ll v O I O 5� MAX VARIES 0.2' AC OVERLAY KIMBERL Y AVENUE CROSS SECTIO NO TE.- COLD PLANE SHALL GRIND 0.2' AT CURB & GUTTER LIP, CONTRACTOR SHALL 0VERLA Y ENTIRE STREET LIP TO LIP. I 11!11 iiiijjjjllq�� 20' V. Iffirl m', ♦ , 10 SED WICK ST_ KIMBERL Y A VENUE I I\ I I i I I I I I I\ \ I� URNER ST. SEE SHEET 10 CITY OF BAKERSFIELD, CALIFORNIA KIMBERL Y A VENUE \� w.a File Name: BASE Dr wn: TMA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer- TMA Date: Feb. 15, 11 Ch cked By I I 4' I, i i oQROFESS/ON` �F pEAN R q REGISTERED I L NGINEER C 46803 * Exp, 6-30-11 CITY OF BAKERSFIELD 7501 TRUXTUN AVENUE CIV�\- BAKERSFIELD, CA 93301 OF CA�-\F REVISIONS i No. DA TE DESCRIP TION SCALE: 1" = 40' I i 3 / / 4( SA i I I I i ' 0 WM W zz /'/ZZ i Q i I 20' (*) (*) IN SOME CONDITIONS, COLPLANE AND RESURFACING ONLY GO UP TO THE RETURN (SEE PLANS) COL DPL ANE FLOW LlP & OVERLA Y LIP 5, END OF CURVE OVERLAY ONLY0VERLA Y ONL Y COL & C CROSS GU TIER I I II I TYPICAL COLDPLANE PLAN VIEW NOT TO SCALE END OF CURB Y I � b • SEWER IMPROVEMENTS HOOPER A VE, KIMBERL Y A VE AND URNER ST PA VEMENT REHABILITA TION KIMBERL Y A VE 0 5' END OF RESURFA CING NE _ 20' AY SHEET NO. 11 OF 11 2 3