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HomeMy WebLinkAbout1.2-6421 Ph 1 Record DrawingPRIVATE ENGINEER'S NOTICE TO CONTRACTORS II -1L LAID I LNI,L ANU LU(,A I IUN Ul- ANY UNUtNUNUUNU U I ILI I Y PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR. IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION 1-800-227-2600 SPIFFY INDEX zt 1. a COVER SHEET MANHOLE QUANTITY 2. GENERAL OSHEET NOTES & SEWER NOTES 3. (2 PLAN & PROFILE AUBURN OAKS ST. 4. PLAN & PROFILE AUBURN OAKS DR. & SEALARK CT. 5. PLAN & PROFILE COZY CT. & MYBRYN CT. 6. PLAN & PROFILE MITHALIA WY. & BODEN PL. 7. STANDARDS OUT & DETAILS C.O.B. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTION REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. 113107 CARL R. OREI-7 D R.C.E. 17169 EXP, 6-30-2007 AS BUILT A�OPROVED 6Y: CA ,�'L r?. M0,gEL ANO WC4E 171r, 9 0 3i30, 17 �C.X. 6i34117 — APPR O V6 D 8Y.- DA lel t EZ- PA DIL L A BENCH MARK: TOP OF BRASS CAP ON CONCRETE MONUMENT IN LAMPHOLE FOR TRACT NO. 3915 ON AUBURN OAKS DRIVE AT TRACT BOUNDARY (STATION 14+17.90). U.S.-O.S. ELEV. = 845.57. FILED IN THE OFFICE OF THE CITY OF BAKERSFIELD PUBLIC WORKS IN MONUMENT LIST FOR TRACT NO. 3915, DATED 3-19-80. LIST OF ESTIMATED MATERIALS -SEWER NOT TO BE USED FOR BIDDING OR BONDING PURPOSES ITEM • SEWER MANHOLE QUANTITY 8" P. V. C. OUT OSHEET hk 1730 L. F. 6" P. V. C. SEWER MANHOLE NUMBER CO# 1300 L. F. 4" P.V.C. C 2500 L. F. STANDARD MANHOLES 4' TO 5' DEEP 6 EA. STANDARD MANHOLES 6' TO 8' DEEP 7 EA. STANDARD MANHOLES 9' TO 12' DEEP 2 EA. STANDARD SEWER CLEAN OUT 11 EA. SEWER CONNECTION r w, U-) 12 EA. DISCLAIMER N OTE UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBLITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. Avoid cutting underground utility lines. It's costly. T Call before you mII6 Dig M-11111=YAW111 UNDERGROUND SERVICE ALERT (USA) REVIEWED EY: 7 S ANT PUBLIC WORKS DIRECTOR DATE APPROVED 3Y: RAUL M. ROJAS, R.C.E. 3,880, EXP. 12-31-07 DATE PUBLIC WCRKS DIRECTOR, CITY OF BAKERSFIELD VICINITY MAP N.T.S. 40 39 38 37 6 41 I 42 1 43 1 44 MH#11 , MH#15 EXISTING 8" INDEX MAP LEGEND • SEWER MANHOLE o CLEAN OUT OSHEET hk NUMBER MH# SEWER MANHOLE NUMBER CO# SEWER CLEAN OUT NUMBER 4 46 145 7� J� 36 35 34t,7, I 32 1 INDEX MAP 1 is = 200' 31 20 NO. DATE I DESCRIPT )N BY I 3 ^'t = e' 1-v o tom, s e✓7' �W QCIS v� ✓09 No..' 05009 oG 0,5009 .SW hl K't hk I r--, N SHEETS �w V Ma f C k -1w `0 \ s X M Lt' C7 r w, U-) u') `— nl 2.7 rra V cc1 co (L0 a Cl G rn o u a) G G V) vi a' Li) m �W QCIS v� ✓09 No..' 05009 ,01*0 No.: 0,5009 .SW 0p4w# 9r. CN. ECf(£D 9K1 -----6'R# S!!EEr 9 1 r 0r "' SHEETS f • �W QCIS v� ✓09 No..' 05009 ,01*0 No.: 0,5009 .SW 0p4w# 9r. CN. ECf(£D 9K1 -----6'R# S!!EEr 9 1 r 0r "' SHEETS I GENERAL NOTES 1. A OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 2. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, CROSS GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOUR NOTICE (PHONE) FOR TESTING AND INSPECTION. 5. MORELAND CONSULTING, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY MORELAND CONSULTING, INC. 6. COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRATOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 7. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING CONSTRUCTION, VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. 8. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORDS. THE CONTRACTOR. SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACILITIES BE ENCOUNTERED WHICH ARE NOT SHOWN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL PROMPTLY NOTIFY (IF APPORIATE) AND THE ENGINEER FOR POSSIBLE DESIGN CHANGES. 9. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT (1-800-227-2600) AND ARRANGE FOR FIELD LOCATION OF ALL EXISTING UNDERGROUND FACILITIES. 10. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS AND ARE ON SHEET 7. SW -1 SEWER LATERAL MARKERS ST -6 PAVEMENT PATCHES SW -4 TYPE "A" MANHOLE SW -5 FRAMES & COVERS FOR MANHOLES & CLEANOUTS D-14 STANDARD CATCH BASIN, TYPE "A" D-16 GUTTER DEPRESSIONS SW -6 6" CLEANOUT D-18 TYPE "B" MANHOLE SW -7 HOUSE CONNECTION ST -22 TRENCH BACKFILL & COMPACTION REQUIREMENTS SEWER NOTES 1. GENERAL: CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT ,AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. VITRIFIED CLAY PIPE (VCP) A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRE=NGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C-700, AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISION OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM DESIGNATION C-12. B. JOINTS: 1. THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. 2. THE PIPE AND FITTIN 3S FOR 6", 8", 10" AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BAND -SEAL COMPRESSION COUPLING, OR APPROVED EQUAL SHALL BE REQUIRED. 3. THE PIPE AND FITTIN _3S FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLING WITH SHE CURRENT ASTM DESIGNATION C-245) STAINLESS STEEL SHEAR R;NGS ARE NOT REQUIRED.) 3. ACRYLONITRLE - BUTADIENE - STYRENE PIPE (ABS) A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ATSM SiDECIFICATIONS D 2680 AND D 2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECT ON MOLDED & SHALL BE INSTALLED IN LINE OR NEW PIPELINES; CUT -IN -FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS I, II, III EMBEDMENT MATERIALS WILL BE C,:NSIDERED SUITABLE. 4. POLY VINYL CHLORIDE PIPE (PVA:) A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D 3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTED MOLDED AND SHALL BE INSTALLED IN LINE OR NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTO IERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS S;HALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY' THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL 13E CONSIDERED SUITABLE. 5. WYE FITTINGS SHALL BE INJECTIONS MOLDED IN-LINE TYPE, SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MIN. OF 23° ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A. STANDARD PLASTIC PLUG, SOLVENT WELDED. 6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATION OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUT SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS DRAWING SW -6. 7. BACK FILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD ST -22. 8. ALL LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND SHALL EXTEND A MINIMUM OF 4 FEET BEYOND THE RIGHT OF WAY LINE. 9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE AS SHOWN ON CITY OF BAKERSFIELD DRAWING SW -1. 10. IDENTIFICATION TAPE DESIGNED FCR USE ON SEWERS SHALL BE PLACED ON TOP OF THE SEWER MAIN ALONG ITS ENTIRE LENGTH WHERE CURVED SEWER LINES OCCUR. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON THE TOP OF SEWER LATERALS EXTENDING FROM 1 FOOT ABOVE THE SEWER MAIN TO THE RIGHT-OF-WAY LINE. 11. INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL. PIPE SHALL BE TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE WITH THE CITY OF BAKERSFIELD. 12. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 13. ALL LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7.0' DEEP AT THE PROPERTY LINE AND SHALL HAVE 2.5' MINIMUM COVER AT GUTTER FLOWLINE, EXCEPT AS NOTED OTHERWISE ON PLANS. 14. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EO�UIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360° IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PIPELINE LO'_ATION REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATION. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND WRITTEN LOG (WHICH INCLUDED THE THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE AFTER ACCEzTANCE THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 15. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 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CONDUIT DEPTH UNKNOWN, CONTRACTOR SHALL FIELD VERIFY PRIOR Z TO BEGINNING M CONSTRUCTION. m C W II o v¢ 00 ir Q0 001 + I r J I T Q� 1yl N STA. 10+08.09 n + y\ I II I EXISTING SEWER MANHOLE - I I I 8" PVC SEWER S 8" PVC SE4ER I 113 f 12 I z�__30� i 1p 0N� N o 0 N p 1 ;/27/06 m I 000¢p¢ ozoU + + U + + ���z 20' o I u II I - I nan 14 ..4 � 06 CD co cc C X o• Co LLJW �� > �_ ,Ld ,/ w rn w Q) 0O II V)�o �w 0 (,-7 Z W O rl► ¢ or �i� W N 45' O 4 I t4S m ('0 LA a) Cl Q 0 UJ Q moo\ APPROX. LOCATION OF ~ W p EXISTING W UNDERGROUND P.G.E. CONDUIT DEPTH UNKNOWN, CONTRACTOR SHALL FIELD VERIFY PRIOR Z TO BEGINNING M CONSTRUCTION. m C W II o v¢ 00 ir Q0 001 + I r J I T Q� 1yl N STA. 10+08.09 n + y\ I II I EXISTING SEWER MANHOLE - I I I 8" PVC SEWER S 8" PVC SE4ER I 113 f 12 I I 11/ i 1p 0N� N O �1 J 1 ;/27/06 N M I I I ozoU + + 0 r N o It, - I nan 14 ..4 � 06 CD co cc C X o• ipz 1 I �� > �_ ,Ld ,/ w rn w Q) 1 II II V)�o �w 0 Z. < N log O rl► ¢ or �i� O N 45' O 4 I t4S V) ('0 LA a) Cl 0 Q C DESIGNATED REMAINDER ;I om •� ` II Rq 18 R.C.P. STORM d DRAIN PER TRACT o 6421 PHASE 1 STREET 1 PLAN & PROFILE. NOTES: 1. ALL STATIONING IS ALONG STREET CENTERLINE. 2. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING SEWER LINE AND NOTIFY ENGINEER OF ANY DISCREPANCY. VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF POSTIVE SLOPE DOES NOT EXIST, REPLACE 'STUB TO MANHOLE. 16 15_ 13 12 1110 -870-_ I � I � 3 wZ 3zcn I ( pilaf occ) z { ++»LLJ w ++mow I I I i w 2 i c ro m_ I _-Q� ^-�mcn I Q W ¢ W Q _ca -, � - lb,` A) -S' PROPOSED STREET PROFILE AT SEWER CENTERLINE I �b # -EXISTING GROUND AT SEWER z I �h�• to -855 00 a __ -; ------ --- ---------------------- - ---- _ _ ' 00 z I -.. -^ _ - ---. oom I _ m U,o RCP STORM DRAIN '1 843.52 102.00 L.F. I �M � l 1 � I I - -- PVC SEWER x-0:50`0 - 84-5--... I I 347.15 L. F. 8" PVC SEWER 0.�0� � � I S 80 0 4� fit` -4 0 ell tx w Z o 2 z Z_w z It N W 0 2 O N W I I l �^ o C3�ZL ��js 83g ! 3 r._ �__ _., w_ _.._._. - I ^a _.__. z p_ _--835. o r i O u)� o cfl 1 _O _�00 oo+Q IooQ � \�C,1 II II w II II w I L� irk Q 16 /NES w ��w I I � III �a � ��° _--._- I w �� 30 NO. DATE DESCRIPTION BY w 8 _ .�.. i cn cn 0 0 Lij ( ��1 ��7 f� clE3�C�d 5����✓ LafPr.2 �s I REMOVE EXISTING PLUG Q AND--C.ONuNEC_T_T.cx_-__._...__.__.___ ._e_W.. ". 825 I I ; EXISTING SEWER. i J0B No.: 05009 CN 00 0.5009 sW O 1 ;/27/06 N M D.Q.H. --- CHECKED BJ: 0 r N o It, O 14 ..4 � 06 CD co C X o• CL z d U- Z MI M 0 LIJ N I� O O N i O 4 I t4S V) ('0 LA a) Cl 0 Q C � om •� L Rq d .� o L In m J0B No.: 05009 _ DWG No.: 0.5009 sW O 1 ;/27/06 um D.Q.H. --- CHECKED BJ: 0 uj uj o It, O 14 06 C O o• CL z d Z MI M LIJ � O O V i J0B No.: 05009 _ DWG No.: 0.5009 sW O 1 ;/27/06 DRAWN BY.• D.Q.H. --- CHECKED BJ: N sHEET or 7 o It, O 14 V14 C O � O O V O 044 LA J0B No.: 05009 _ DWG No.: 0.5009 sW D,4 Y.- 1 ;/27/06 DRAWN BY.• D.Q.H. --- CHECKED BJ: Al sHEET or 7 s17(Lff-Ts b .: �j' SCALES HORIZ: 1" = 50' VERT: 1" = 5' TRACT BOUNDARY LINE F - w w CY (/' w �w OU w <L LJ � Oo f2EC0)?® DRAVVIliI�� NOTES: 1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS SEWERLINE STATIONING. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. d 54 STA. = 10+00.00 W 53 - O iZ- COZY CT. 52 m STA. = 16+42.44 N Z �: 0')� -j N T U PAD=853.95 ,- N PAD=855.28 z Q PAD=856.35 Q ®s i III 4 C0 . FF =854.45 r7 FF =855.78 �++' CENTER LINE FF =856.85 T.M.H. TOP OF MANHOLE ELEV. III + u CL + PROPOSED SEWER LINE + O O iil I w7 FLOW DIRECTION :2 O PROPOSED LATERAL II, - - EXISTING SEWER MAIN 00 N O cn cn II w V 00 III III Q p F Q II II c, + �J + rn 25' III � � 0+0 C- -4 PC - 51 + III III � PAD=859.95 a I" FF =859.38 II 00 W r) o i a Q j i cn o Q II � 30' + () + 1-- III m J l O Of Q � C� N III III 42' tK III F- SL III bo III 8 � 9 °29' 10 N 89 05' E S S IIS'' III o0 6" Pvc SEWER I I III III III f 41' O O III �C3 � III 0') N Ilt III I + 00 r + rn O III I N II II III o N Q iii + Z + Cf) --I 30' III biz55 56 o 0 N� II O= II III PAD=853.60 PAD=854.98 PAD=855.90 + + Lj I I i zQ FF =854.10 FF =855.48 FF =856.40 tD 0 _O ii II ~ ~ w J Q w `nv'� cn w (10 C31 f2EC0)?® DRAVVIliI�� NOTES: 1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS SEWERLINE STATIONING. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. COZY COURT EXISTING GROUND @ SEWER (�- 8 >y 9 10 11 (IV� STA. 10+00.00 E STA. 16+42.24 N AUBURN OAKS ST. SEE SHEET 3 PROPOSED STREET PROFILE AT SEWER I 5 C1 _ ---- ------------- ----- _ 208.40 L.F. 6"15E WER 0.91 o � d LEGEND STA. = 10+00.00 W i - O iZ- COZY CT. PAD=859.28 O STA. = 16+42.44 N Z �: O P AUBURN OAKS ST. pp PROPOSED SURVEY MONUMENT z Q PROPOSED SEWER MANHOLE FF =861.45 ®s EXISTING SEWER MANHOLES 22' INV. INVER- ELEVATION �++' CENTER LINE J T.M.H. TOP OF MANHOLE ELEV. ++ Z PROPOSED SEWER LINE O PROPOSED CATCH BASIN iil I w7 FLOW DIRECTION :2 O PROPOSED LATERAL F- Q - - EXISTING SEWER MAIN COZY COURT EXISTING GROUND @ SEWER (�- 8 >y 9 10 11 (IV� STA. 10+00.00 E STA. 16+42.24 N AUBURN OAKS ST. SEE SHEET 3 PROPOSED STREET PROFILE AT SEWER I 5 C1 _ ---- ------------- ----- _ 208.40 L.F. 6"15E WER 0.91 o � 1.1 20C No. 17169 EV,j csv�� TRACT BOUNDARY LINE STA. = 7+74.02 RAD PT. CUL-DE-SAC .m- s �• d r� 5 z�Ln i - O J'40' PAD=859.28 O U-1 Z �: O P c0 J P z FF =860.78 O FF =861.45 Lp 0 22' No W �++' J I w ZE ++ Z d O II oz iil I w7 r :2 O II F- Q I I II N O cn cn II w V 00 O 1.1 20C No. 17169 EV,j csv�� TRACT BOUNDARY LINE STA. = 7+74.02 RAD PT. CUL-DE-SAC .m- s �• d r� 5 z�Ln i - O 48 r�� III 47 5 z�Ln 46 - O 45 PAD=859.28 ® PAD=860.28 I � c -J PAD=860.95 O PAD=861.45 FF =859.78 c0 FF =860.78 M FF =861.45 Lp FF =861.95 22' III iiico iK(C'z �++' N I w 00 + w 00 d O II oz iil I 70' r II O II F- Q I I II N O O v) :2 II N V 00 O O cn c, + �J + rn 25' 000 0c) 0+0 C- -4 PC - 51 LLj III III PAD=858.88 PAD=859.95 I" FF =859.38 II FF =860.45 W FF =861.15 i a Q Q v o Q w � 30' F- () + 1-- (/� m J l w w Cn r� U-) F- �w Qw O �? zw Ew <r u • • , •mill" MYBYRN COURT O 00w O Ld II � �w �V) O I Y o�v< Ot �0 o+z�z >-�Q II m II m J F < Q 0(--11 V) (=)J g - 8S STA. 10+00.00 E I\- STA. 16+42.24 N AUBURN OAKS ST. EXISTING GROUND © SEWER �.� SEE SHEET 3 800 _- _ ---- - _--= -------------- PROPOSED ------ P OPOSED STREET PROFILE AT SEWER 4� � I 1 I 855 I I 237.02 L.F_�__, 850 C SEWER @1.04 q _.� t84V9 . N.85 NO. I DATE OESCRIPT'ON WN r�� III N7 5 z�Ln - - O N � 0 O ® N I � c -J `" ir, O O C ��I M G Lp Lo 22' III iiico iK(C'z �++' N I w III III w 00 d O II oz iil I 70' + II II II F- Q I I II r Q F Q v) :2 III V fir; V) cn c, �J In 49 O 50 C- -4 PC - 51 LLj III III PAD=858.88 PAD=859.95 PAD=860.65 I" FF =859.38 FF =860.45 W FF =861.15 j a o w U- m J Q C� MYBYRN COURT O 00w O Ld II � �w �V) O I Y o�v< Ot �0 o+z�z >-�Q II m II m J F < Q 0(--11 V) (=)J g - 8S STA. 10+00.00 E I\- STA. 16+42.24 N AUBURN OAKS ST. EXISTING GROUND © SEWER �.� SEE SHEET 3 800 _- _ ---- - _--= -------------- PROPOSED ------ P OPOSED STREET PROFILE AT SEWER 4� � I 1 I 855 I I 237.02 L.F_�__, 850 C SEWER @1.04 q _.� t84V9 . N.85 NO. I DATE OESCRIPT'ON WN 05009 N7 5 z�Ln O 1/277/06 N � 0 O ® N I � c -J �Oz M M G 00Ow I 22' .�. + + J a0p0 w II II Q M 70' ct C) a Q I � u� F- n� C`J �- w MYBYRN COURT O 00w O Ld II � �w �V) O I Y o�v< Ot �0 o+z�z >-�Q II m II m J F < Q 0(--11 V) (=)J g - 8S STA. 10+00.00 E I\- STA. 16+42.24 N AUBURN OAKS ST. EXISTING GROUND © SEWER �.� SEE SHEET 3 800 _- _ ---- - _--= -------------- PROPOSED ------ P OPOSED STREET PROFILE AT SEWER 4� � I 1 I 855 I I 237.02 L.F_�__, 850 C SEWER @1.04 q _.� t84V9 . N.85 NO. I DATE OESCRIPT'ON WN JOB No.: 05009 N7 SW O 1/277/06 N 0,,_,// ® N I � c -J � O M M G L L Q V .�. w M ct C) I � u� C`J �- C4 V Z w cn c, �J Cl- O O � C- -4 PC - �i M .4 4- W j a o U- m JOB No.: 05009 DWG No.: SW O 1/277/06 DRAWN 0,,_,// _BY.• _ CHECKED By: N SHEET OF 7 � O cp M G L L Q V w J CJ Z �J �' �� O O � �i JOB No.: 05009 DWG No.: SW _07009 DATE.• 1/277/06 DRAWN 0,,_,// _BY.• _ CHECKED By: c'RM SHEET OF 7 SHEETS r•= 'J w >: Z �-: 0 -t u' O Q N o cIt Q +=+o o�00Z II II m a 0 V) �J o� > O � 1 If U-iO Co OZ O J f O II Z F- �LLJ V) � Cn V Qw O LLQ Z = LIJ m W CO Q ._86 GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 10 MITHALIA WAY 11 a 12 13 I -- STA. 10+00.00 E PROPOSED STREET PROFILE STA. 18+94.24 N I AT SEWER CENTERLINE AUBURN OAKS ST. ;EE SHEET 3 I I EXISTING GROUND @ SEWER T. 860 -- - i -^- PROPOSED SURVEY MONUMENT sO o_ s® EXISTING SEWER MANHOLES INV. INVERT ELEVATION 00 SCALES T.M.H. TOP OF MANHOLE ELEV. r+ PROPOSED SEWER LINE 03>, PROPOSED CATCH BASIN E -- FLOW DIRECTION PROPOSED LATERAL HORIZ: 1" = 50' EXISTING SEWER MAIN SEWER T 8" P.V.C. SEWER 122 O o [ I N89'29'05"E + S : 8" PVC 248.73 l.F. VERT: 1" = 5' 32 > PAD=866.60 FF r- PAD=866.58 PAD=866.15 Cr, PAD=866.05 Q O 0 0_ O PAD=868.80 PAD=869.87 870. PAD 2 lfi + FF 868.30 O O SZ -1 FF 870.5 FF =8E 7.08 ' FF =866.55 FF =866.55 V) C� V) C� „PVC N w J + Z¢ FF =870.37 o PAD=8,'0.68 PAD=871.48 p I II I Ifj 0 7 O O 0 t FF =871.18 FF =871.98 '0 0 +� i r7 r7 rr) N W-,qq '`> �S L II I O ,fj 0 O II 25 F- 35' 24 Li (nCn 23 22 O 21 20 a \` �• N \ �� + O m i - N w O = Oi w00 + + 0) i PAD=861.80 rn + PAD=862.10 + Z C�l PAD=862.75 PAD=864.65 PAD=867.35 r7Q PAD=870.05 zwo FF =862.30 FF =862.60 ¢ ¢ 3 II FF =863.25 cb ��• hoz FF =865.15 FF =867.85 i FF =870.55 s, 0 O II n O =c9 i (n V1 Z O II O II O O o II On I I Lo O �� 5 O0 L0 O r-� LnO rj O nj O O + O + + r- CO + + N .- + + + + r? r7 + + ro II � II � N II � II II r7 II \ Q II V) II II (n II <<' II -V1 �- - Cn I 5 TYP. N 1-� + 2 N89'29'05"E 13 + 00 S 8" PVC SEWER �p S - N CD 0 0 0 0 0 O Lq 0 O 0 In 0 O r � u N r- + + + `- O) + + N N + N O + c0 + O _+ rj II II II II II II II 11 It II O ¢ II I¢< 14 F X15 Q X16 ¢ N17 ¢ X18 I¢- �' 19 PAD=860.40 PAD=862.20 PAD=862.20 PAD=864.10 PAD=866.60 PAD=868.70 FF =860.90 FF =862.70 FF =862.70 FF =864.60 FF =867.10 FF =869.20 10 MITHALIA WAY 11 a 12 13 I -- STA. 10+00.00 E PROPOSED STREET PROFILE STA. 18+94.24 N I AT SEWER CENTERLINE AUBURN OAKS ST. ;EE SHEET 3 I I EXISTING GROUND @ SEWER T. 860 -- - i -^- PROPOSED SURVEY MONUMENT sO PROPOSED SEWER MANHOLE s® EXISTING SEWER MANHOLES INV. INVERT ELEVATION 00 CENTER LINE T.M.H. TOP OF MANHOLE ELEV. r+ PROPOSED SEWER LINE 03>, PROPOSED CATCH BASIN E -- FLOW DIRECTION PROPOSED LATERAL - - EXISTING SEWER MAIN SEWER T 8" P.V.C. SEWER 122 W/PLUG [ I N89'29'05"E + S : 8" PVC 248.73 l.F. ¢ Q 43 32 > PAD=866.60 FF r- PAD=866.58 PAD=866.15 Cr, PAD=866.05 Q O 0 0_ O PAD=868.80 PAD=869.87 870. PAD 2 lfi + FF 868.30 O O SZ -1 FF 870.5 FF =8E 7.08 ' FF =866.55 FF =866.55 V) C� V) C� „PVC N w J FF =869.30 FF =870.37 o PAD=8,'0.68 PAD=871.48 p I II I Ifj 0 7 O O 0 t FF =871.18 FF =871.98 '0 0 +� i r7 r7 rr) N W-,qq '`> �S L O I O ,fj 0 O II CJ F- 35' ) r i O s� O N O a \` �• N \ �� + O m i - N w O = Oi w00 + + 0) i J rn + + Z C�l t-�0 r7 = ! r7Q g zwo �, +¢ ¢ ¢ 3 II Ld cb ��• hoz wZ II w i <w s, _---� II II n O =c9 i (n V1 Z O II Oto 0 II U) cn U) o II I I II -f31' �� 5 II II � w LLJ V). TRACT BOUNDARY LINE �E-CORD DRAWINGS TRACT BOUNDARY LINE U ¢ V) I O p N CO J O U + it a_ D <Q �02 LEGEND 0 PROPOSED SURVEY MONUMENT sO PROPOSED SEWER MANHOLE s® EXISTING SEWER MANHOLES INV. INVERT ELEVATION 00 CENTER LINE T.M.H. TOP OF MANHOLE ELEV. r+ PROPOSED SEWER LINE 03>, PROPOSED CATCH BASIN E -- FLOW DIRECTION PROPOSED LATERAL - - EXISTING SEWER MAIN TRACT BOUNDARY LINE �E-CORD DRAWINGS TRACT BOUNDARY LINE U ¢ V) I O p N CO J O U + it a_ D <Q �02 rn �4Q O + Z N UJ O J O 00 M 34 Z r+ Q 03>, U II � w W I¢- Jm T 8" P.V.C. SEWER 122 W/PLUG 5' I I TRACT BOUNDARY LINE �E-CORD DRAWINGS TRACT BOUNDARY LINE U ¢ V) I O p N CO J O U + it a_ D <Q �02 1. ALL STATIONING IS ALONG STREET CENTERLINE. z Uw N Y O CD co Q O +Q+ TRACT BOUNDARY LINE 40 unnrJR��Ao �4Q + tb. 17199 N z O Il m l► o 11P O 36 'Pr,! CIV11. 34 jkrrAI 1. ALL STATIONING IS ALONG STREET CENTERLINE. z Uw N Y O CD co Q O +Q+ TRACT BOUNDARY LINE 40 � 39 38 + 37 N z O Il m l► o + + O 36 35 I 34 b '� f N 03>, U j it II 0 T Zwo Z 122 (.0 5' TYP. _ I I N89'29'05"E + S 33 ¢ Q 43 32 > PAD=866.60 FF r- PAD=866.58 PAD=866.15 Cr, PAD=866.05 Q O 0 0_ O PAD=868.80 PAD=869.87 870. PAD 2 lfi + FF 868.30 O O =867.10 FF 870.5 FF =8E 7.08 FF =866.65 FF =866.55 FF =866.55 V) C� V) C� N w J FF =869.30 FF =870.37 870.8 FF =870.82 PAD=8,'0.68 PAD=871.48 p I II Q Ifj 0 7 O O 0 FF =871.18 FF =871.98 '0 0 +� r7 r7 rr) N W-,qq '`> + + Z O O I O ,fj 0 O II CJ F- 35' ) r i `c L (3) O N � + Ln + vi M m II E- Ir -- + + + 0) + II II rn + + + 00 00 rn ¢ ¢ 3 it H II -- < Q s, _---� II II It II II U) cn U) o II II II -f31' �� 5 +41 N uC p PAD=866.60 I` Z FF =867.10 +w � J II O Z Q Q w w 0 35' ¢ <L + + O + + + :2 X 00 00 (If rn + I o b J f N 03>, j it II 5' TYP. 9 0 T 10 122 (.0 5' TYP. _ I I N89'29'05"E + S 6" PVC SEWER ¢ Q 43 6" PVC SEWER > I X27 H Q n 28 � Cr, o o O O R.O.W.- O 0 0_ o 0 0 0 00 N 870. O lfi PAD=866.05 II FF 868.30 FF 870.00 FF D FF 870.5 35' Ln + + O + -I- + + O + + + :2 X 00 00 (If rn + I o b J f N 03>, j it II � it II II II I � I II II II II II r7 + 42 ¢ Q 43 44 I > 1�LlfCn 26 X27 H Q n 28 Q n 2c Cr, p R.O.W.- ! D R.O.W. 0•W' D D 869.50 PAD=869.80 870. PAD=856.13 PAD=866.10 PAD=866.05 II FF 868.30 FF 870.00 FF D FF 870.5 FF=8t>6.63 FF =866.60 FF =866.55 0 I- (n Q W O LLJ Z = Cn D W M LL) (f) Q (:)j �34'� o I � + (.0 Co 000rn 0) + o0 I I + N Z 30 31 _�UJ PAD=871.00 n PAD=871.75 II Z < FF =871.50 FF =872.25 Cn Q ¢ F- Cn � Ld w U) BODEN PLACE 14 7 8 9 10 11 12 13 14 STA. 10+00.00 E EXISTING GRO-ND @ SEWER b STA. 21+56.24 N AUBURN OAKS ST. SEE SHEET 3 --" I PROPOSED STREET PROFILE i R� I _ - AT SEWER ,CENTERLINE � 1 ---------------- -5-t- i @ 2.02% II ? 5 96 L.F . I i -86 i \ 229.76 L.F. 6" P.V.0 SEWER LINE @ 0.5% I , I I I N I 855o 8S) is A� �G i 3 8S8 8� 00 i,I, "V o d's), i ilo rn w O p �o p i f V I I z¢ - - - �� �Z- co Li I ! s O I p F- w i I I Z Z L d y co co I i I t Ld N O w I J _ - -- ! 'n o f + Z + + Z 1 I -Q No¢ I I II II II I } w � l I s w Ld IQ-- FQ w ' I .G��EEF O C4 :2 X N LL. _ b J 03>, j V Mi Z Qo Q' m Cr, p V- ! D M Lo CD U h � N Q I O Q) U W-,qq U I ) � o L (3) U-) m .G��EEF O :2 X N LL. _ b J 03>, NO. DATE DESCR1PTl')N BY ,/Od NO.: 05009 i 3 - DWG No.. -- 05009 SW DATE. 12;27/06 I - DRAWN 9Y.' D. L.H. CHEC/(ED 9Y.' - SHEET y'I - OF 7 SHEETS O N � b V Z m Cr, p �nIzS ! D h � L4 NO. DATE DESCR1PTl')N BY ,/Od NO.: 05009 i 3 - DWG No.. -- 05009 SW DATE. 12;27/06 I - DRAWN 9Y.' D. L.H. CHEC/(ED 9Y.' - SHEET y'I - OF 7 SHEETS NOTE' PCC. ebb not to be poured amid paving is in phloe. 24 Aileril , dry parked ro rhe upper portions of --- TYPE '27" I incomwrp and outgoing •Nary ` I seeers shall be remove S -2I ENGINEERING 09PA eTMENT Manhole parole "all hove o aNt ommin0 aline plat nolo of ».Tun and the broken edges D- iR Am Man 20 pad &W am6nm to the lel W4 groan¢ The Y Pattern Letters an the me a Is coven wall have shall be plastered one of the following designations, QRAI i or SEWLIP, DETAIL A' ADDED STANDARDS APPLICABLE smooth with Cement TO IMPORTED COVERS J. t I mortar. ser � GENERAL NOTES- 2. The name of the country if other than The United States of *SWOMM SShofe of CAbnxh(4 alprbnNnt S• All Frames and Coven shc1IM tough, gray Casf irar, Int i I rfamo ion bdueta for Frame aM � . 3. If a manhole lid is imported, IS* none of the company who re- inverts sho/1 be o Coves dif SECTION !- - r yl smooth raped ! All From" and Cavan shall be rooted toy accuracy of 1 aurloet. 6lral'Iw' taateramt hrdbli► His poly STANDARD i I X" to poli mf to nate 1, 2 I - of Ptah and p0a /- Aaphddle Point dhair The soots of trams ono bearing 10006 of the ewes 0 C/aas 'B' Concrete f5saaw C FRAMES AND COVERS C.L S 6 J.AS. ,hall be machined for a smooth non - racking fit ne"dwmntif m per the Aft 0 0 0 O C r— 6' C/tor e' -- bel 'a as the two tasting*. n PLAN ' Costingsshall be thoroughly clacned and dippd twice NOTE' PCC. ebb not to be poured amid paving is in phloe. 24 Aileril , dry parked So' 2' Pattern Letters, j SECTION A -A SECTION GENERAL NOTES: All work shall conform to the applicable sections of the specifications entitled "Standard Specifications State of California, Department of Transportation", current edition. Mortar shall consist of one part portland cement to taco parts pf clean, well graded sand. Joints shall be filled with mortar and neatly raked or wiped on inside of pipe. Precast reinforced manhole sections shall be constructed in accordance with the provisions of ASTM 0-478, current edition ,I' Mtern Letters, REVISED JUL to STANDARD ro MANHOLE rim, TYPE '27" "` ✓. a rl Surfaces •Nary CITY OF BAKERSFIELDCALIFORNIA Nigh e - High S -2I ENGINEERING 09PA eTMENT Manhole parole "all hove o aNt ommin0 aline plat nolo of ».Tun Few" D- iR Am Man 20 pad &W am6nm to the lel W4 groan¢ The Y Pattern Letters an the me a Is coven wall have I eta) -Ila A* one of the following designations, QRAI i or SEWLIP, DETAIL A' ADDED STANDARDS APPLICABLE l TO IMPORTED COVERS J. I, imported coven and lromas shall Conform to Section 207 of the O 0 0 Trade ane Tories Act at 1994. GENERAL NOTES- 2. The name of the country if other than The United States of *SWOMM SShofe of CAbnxh(4 alprbnNnt Americo, must be dotignated u9sldt down and located an All Frames and Coven shc1IM tough, gray Casf irar, Int the outside edge of the lid. from warps, orddks, no4s, arala and dela-shot, an0 loss�i'i'-hvnereN��- � . 3. If a manhole lid is imported, IS* none of the company who re- r cei vas the product must be des,gooted am the u"derside of SECTION Ina ewer. So' 2' Pattern Letters, j SECTION A -A SECTION GENERAL NOTES: All work shall conform to the applicable sections of the specifications entitled "Standard Specifications State of California, Department of Transportation", current edition. Mortar shall consist of one part portland cement to taco parts pf clean, well graded sand. Joints shall be filled with mortar and neatly raked or wiped on inside of pipe. Precast reinforced manhole sections shall be constructed in accordance with the provisions of ASTM 0-478, current edition ,I' Mtern Letters, REVISED JUL to STANDARD 2"x I' Diamong MANHOLE rim, TYPE '27" "` ✓. a rl Surfaces •Nary CITY OF BAKERSFIELDCALIFORNIA Nigh e - High S -2I ENGINEERING 09PA eTMENT Manhole parole "all hove o aNt ommin0 aline plat nolo of ».Tun Few" D- iR SECTION 8-8 nlalb p �+Paltern Lenora •�� High 2"x I' Diamong " saw DroiHag "at pattern \\ {" dap Blind Pick Hole -• t Surfaces / __I PatMa L~16 i" oatiorn LetteSf; Nigh e - High MANHOLE Location for Country of Origin nlalb p �+Paltern Lenora •�� High Om Called i lcrotglc s ' k r ,d aW to to motor SaIrl od/6M& pdterrrnt e amok cowl . a ' d If A . e, , 1W *1111111111i trrfpho CLEANOUT Pah kB'1r l The retee, of manufacturing CQlneany shall Mon flit under 1 •� II' Machined Side of the cover. Surfaces Manhole frown OMA weigh not IM than 120 palls or 104'main Cairo,r Hap 270 palnds, The Cover shall welsh "of las then T Taper 120 ponds or rare than 200 Pound& Fio�YMN t Manhole parole "all hove o aNt ommin0 aline plat nolo of ».Tun Few" type miss% otherwise approved by the City Engineer. Am Man 20 pad &W am6nm to the lel W4 groan¢ The Y Pattern Letters an the me a Is coven wall have I eta) -Ila A* one of the following designations, QRAI i or SEWLIP, DETAIL A' ADDED STANDARDS APPLICABLE amII AppV* dope TO IMPORTED COVERS 1. AN aabsa►d* and naohrkb alto fasfhsm I, imported coven and lromas shall Conform to Section 207 of the O 0 0 Trade ane Tories Act at 1994. GENERAL NOTES- 2. The name of the country if other than The United States of *SWOMM SShofe of CAbnxh(4 alprbnNnt Americo, must be dotignated u9sldt down and located an All Frames and Coven shc1IM tough, gray Casf irar, Int the outside edge of the lid. from warps, orddks, no4s, arala and dela-shot, an0 I'rr - snail have a warkmanU ke finish. 3. If a manhole lid is imported, IS* none of the company who re- casting+ atoll Confarm to the provisions of the cei vas the product must be des,gooted am the u"derside of spcifieelIons lar ro -Von Caatmgs, Soria( Designation Ina ewer. ASTM. As 110ta*t reV an clave Na. 306. n -VI .le AFIB All From" and Cavan shall be rooted toy accuracy of dawfe ed n Hon Add by Hon wow.. 111 and shatl be marked in sae Prior to delivery. 6lral'Iw' taateramt hrdbli► His poly STANDARD Dae 17 19[0 X" to poli mf to nate 1, 2 AN'JARr 8/ - of Ptah and p0a /- Aaphddle Point dhair The soots of trams ono bearing 10006 of the ewes 0 EMN raw C FRAMES AND COVERS C.L S 6 J.AS. ,hall be machined for a smooth non - racking fit ne"dwmntif m per the Aft 0 0 0 O C r— 6' C/tor e' -- bel 'a as the two tasting*. n FOR ' Costingsshall be thoroughly clacned and dippd twice """'" MANHOLES 81 CLEANOUTS �Nons in a Quick - Crying, Iat-blocs ospho�lle Compound to ,ww,ew TYPE GO B GOO INLET, TYPE A CATCH BASIN PROFILE provide a profit ive coating. CITY OF BAKERSFIELD GRATE INLET AND CATCH BASIN ON GRADE ab' by Me dty vo wr. A bed sal asb 4' (a ho) Wkff tzn0rede ow Q Q t5arIlxaee / aggegob 6aee PATCH CALIFORNIA S-8 and A -t catch bas's and 3' for other hetet types unless otherwtse shown. CITY OF BAKERSFIELD C N . Curb Height. R140INa INa DEPAlrTMUNr 4•em� =Straight Grade, Dowlyward S/ opt SW -5 Om Called i lcrotglc s ' k r ,d aW to to motor SaIrl od/6M& pdterrrnt e amok cowl . a ' d If A . e, , 1W *1111111111i trrfpho Variable :.-d/hombre Foundry Cwb Amcor s•A 3911 with anchors or equal. ranters olherwis! halted, Reinlorcwrq steel, see plan view. YT'I I GN mal • IT I -F--'. I • .. ?„ Lbw/%ne Cwd Ij- NligM ddjusteq Ruh to be tightened I I ' t r / anal secured in torr ern e P pia �i-�-••I- -+' is .._ Y 1'x17' sagoort bolt f ProfecXon bar • r «, with hesnats.••••••. ' (See Nafr7i - A I / Frame 9 , \ A .Ei�0 5brrup �� \F : I II Corn --1 � mire. ' ...., --rte i \\ \ 1 ae• �rs• s•' Irlrl.•i J iw,y STEEL PLATE DETAIL •.....+t'4 ban bent Born and imbedded into GENERAL NOTES, wo/1 /z" rwfhv 1 AX cexrHe shoes be Classle and std/ be wiHwn 2#"ta Sj" PLAN slump. 2 Slab to be po~ monaffhfe with S ehretk where sidewalk is Alhambra Faeeedry geNearrred emotucled or replaced. smibees of al/ exposed carenrtr frome 8 corer NA/530 with 2- shall mafeh slope, finish, color and scorrrig of adjacent concrete. J' stainless steel socket head -See Steel J WALL rN/CKN£SS, T- 6' errWt when set serers(set pploosde and flush! plate Detail N>Bfeet 7.8" or egtw%- /In%shed ' S/dewadk Slope f inm ' L> 8 feel 7=8" i• ........ Coxh basin rolls shad be maeosed by 2"malimum in th%Gkn!!s if paused against earth in het o/ WISde �, I� "e •� ,. •, foee forms. j_'• . 4. WoN reinforcing not required when Hx8' or less and 1- 7' . I I or Jess. WAYS exceeding Mese limns shill of reinfoced Na 4 bot P. with AV.4 bars at /8" OC, both ways. All resyfoemg shall/ lai' Voiles- be No. 4 bars /1"clear of %aside fon urttess dMerwa!e shown. r_- 2'-0"-7-7. 5 All exposed met& parts sheilbe gWvarwed after fabricatmn. a 6. Supoad bo/h Shap be insml/ed when length of opening arceeds 5'0" end shall be spaced at not more than 5'0'0C and hot ,•�. Rounded, R -pipe • sat tninaess I ; • • less than 3'0" ac L *7 When curb opdMng exceeds 51ro plain round sire/ protection bar ' ! Slope m oWht 1" ,n anpawter shall be installed. Bor shall be imbedded 5' of I I I • 1rom aJl direrlions 14 1 18" eats end i8 Pipe slid// be as specif or or as directed by the Engineer. The ongular cid on. Me pipe $Wbf mode os dtwAlat by t e £t9h`cW-. 9. AN work seal/ conform to the applicable sections of the + rO L specifications enfif/ed 'Stondord Specifications, Vote of -+ r3'6' 7 '� - California, Department of Transportation", current edition. unless otherwise noted ....ytbg.o�de is aDtelmk �wr,A canfrdc p SECTION A -A .. x +6r46ar-Tolo14 _ JUL 'E! Revised 9/22/82 > : /c�6 rypico/ STANDARD ss, leer \ era O, r d7 CATCH BASIN a.F.a. a-I'12"mm fTYPE 'A" mow' ion •M,u NOI, REINFORCING AROUND PIPE •"" e' ____" _ _ __ __-__ _ ��Pkua�Ml�9� Swart Pah kB'1r l Powxnert ASN D ?M %"e7Lth abdC DAItEN" Akffiod o ) ow rater ft 1m Kmtra�iah � it D9pM hvim.oliPft an Me b /aa Item (Q� 2 ssooria far R4* Poa sbTwt's Trook harp' Irrl� See Fio�YMN t AOO Conrrratr Tdk Ir below oatV ic 11b I h leafty atom ban 10' Am Man 20 pad &W am6nm to the lel W4 groan¢ t. 0 t? 0 0 I eta) -Ila A* /bold h Satin 8-JO1 of Me Mwdwd St W*oSMA (a' AElla NOTES.- OTES.am amII AppV* dope 17RAFf7C 0-50 Q3nJ 1. AN aabsa►d* and naohrkb alto fasfhsm r 55 - 6,5 LY (a*n O 0 0 to miIiiiiiammair its %'ImIldblv T,0 - &0 10'(12 8'1 Aintfy to BA: naffs *SWOMM SShofe of CAbnxh(4 alprbnNnt = d5 W A" 25' (d 75w) oanpocibbe h d other areas of Tramparieft ; agent £elft i I'rr - 2 Swab std be Mo* pno mr at fight to 9Qi rr 000 to Hw cnta le of Ms street ' -, retbH►e aifpocdbn &d h Poe mw aalgoWW 1 Apth of s *d tnwde * ff fop ed steal be PATCH IN ASPHALT CONCRETE SURFACE dawfe ed n Hon Add by Hon wow.. Lhoor m of pole rano ehd be 1,0' (a 3n) Sa felt! A 6lral'Iw' taateramt hrdbli► His poly 4 PatehapolIaan lhw 20' (Q&n) Bora ubd y pdd Q4"hab X" to poli mf to nate 1, 2 r erehtanw tmtWdadhs of - of Ptah and p0a /- Aaphddle Point dhair en effiv PMML EMN raw At Far PAIII: AWN, oawbve f D I S *I= = path poorer phot be 20' RPI' at ft -a-- A, f dvnn&in u0mw oMadse by ne"dwmntif m per the Aft 0 0 0 O C r— 6' C/tor e' -- ew dly 19Tow. Sod Mde 0 0 0 0 0 C" ' MANHOLE a Rohnnae soda&* Sr -8 ane ST -22 fw CN 3'--i PROFILE V MFWI- rswansrts t 2'far Type ca a cop TYPE GO B GOO INLET, TYPE A CATCH BASIN PROFILE T, far potCh h 000 cornaab Oka oMrdw �--� ea GRATE INLET AND CATCH BASIN ON GRADE ab' by Me dty vo wr. A bed sal asb 4' (a ho) Wkff tzn0rede ow Q Q t5arIlxaee / aggegob 6aee PATCH i� IN ROAD AN ED SURFACE a btaad and edratm I ameb Balers m aY (a2r) 6tlp6W emaele ow 1.0' (0jM) 0th b dggrogab bm4 Variable :.-d/hombre Foundry Cwb Amcor s•A 3911 with anchors or equal. ranters olherwis! halted, Reinlorcwrq steel, see plan view. YT'I I GN mal • IT I -F--'. I • .. ?„ Lbw/%ne Cwd Ij- NligM ddjusteq Ruh to be tightened I I ' t r / anal secured in torr ern e P pia �i-�-••I- -+' is .._ Y 1'x17' sagoort bolt f ProfecXon bar • r «, with hesnats.••••••. ' (See Nafr7i - A I / Frame 9 , \ A .Ei�0 5brrup �� \F : I II Corn --1 � mire. ' ...., --rte i \\ \ 1 ae• �rs• s•' Irlrl.•i J iw,y STEEL PLATE DETAIL •.....+t'4 ban bent Born and imbedded into GENERAL NOTES, wo/1 /z" rwfhv 1 AX cexrHe shoes be Classle and std/ be wiHwn 2#"ta Sj" PLAN slump. 2 Slab to be po~ monaffhfe with S ehretk where sidewalk is Alhambra Faeeedry geNearrred emotucled or replaced. smibees of al/ exposed carenrtr frome 8 corer NA/530 with 2- shall mafeh slope, finish, color and scorrrig of adjacent concrete. J' stainless steel socket head -See Steel J WALL rN/CKN£SS, T- 6' errWt when set serers(set pploosde and flush! plate Detail N>Bfeet 7.8" or egtw%- /In%shed ' S/dewadk Slope f inm ' L> 8 feel 7=8" i• ........ Coxh basin rolls shad be maeosed by 2"malimum in th%Gkn!!s if paused against earth in het o/ WISde �, I� "e •� ,. •, foee forms. j_'• . 4. WoN reinforcing not required when Hx8' or less and 1- 7' . I I or Jess. WAYS exceeding Mese limns shill of reinfoced Na 4 bot P. with AV.4 bars at /8" OC, both ways. All resyfoemg shall/ lai' Voiles- be No. 4 bars /1"clear of %aside fon urttess dMerwa!e shown. r_- 2'-0"-7-7. 5 All exposed met& parts sheilbe gWvarwed after fabricatmn. a 6. Supoad bo/h Shap be insml/ed when length of opening arceeds 5'0" end shall be spaced at not more than 5'0'0C and hot ,•�. Rounded, R -pipe • sat tninaess I ; • • less than 3'0" ac L *7 When curb opdMng exceeds 51ro plain round sire/ protection bar ' ! Slope m oWht 1" ,n anpawter shall be installed. Bor shall be imbedded 5' of I I I • 1rom aJl direrlions 14 1 18" eats end i8 Pipe slid// be as specif or or as directed by the Engineer. The ongular cid on. Me pipe $Wbf mode os dtwAlat by t e £t9h`cW-. 9. AN work seal/ conform to the applicable sections of the + rO L specifications enfif/ed 'Stondord Specifications, Vote of -+ r3'6' 7 '� - California, Department of Transportation", current edition. unless otherwise noted ....ytbg.o�de is aDtelmk �wr,A canfrdc p SECTION A -A .. x +6r46ar-Tolo14 _ JUL 'E! Revised 9/22/82 > : /c�6 rypico/ STANDARD ss, leer \ era O, r d7 CATCH BASIN a.F.a. a-I'12"mm fTYPE 'A" mow' ion •M,u NOI, REINFORCING AROUND PIPE •"" e' ____" _ _ __ __-__ _ ��Pkua�Ml�9� or aanea7 as � Powxnert ASN D ?M %"e7Lth abdC DAItEN" Akffiod o ) ow rater ft 1m Kmtra�iah � it D9pM hvim.oliPft an Me b /aa Item (Q� 2 ssooria far R4* Poa sbTwt's Trook harp' Irrl� See Md oampocdeld to rkai'rltwils of me off�tm� Tdk Ir below oatV ic 11b I h leafty atom ban 10' Am Man 20 pad &W am6nm to the lel W4 groan¢ t3 &W. % taste did be h opalarabaor der bk tab (aero) bepw baa{' of M4 adandty /bold h Satin 8-JO1 of Me Mwdwd St W*oSMA (a' AElla d but ftdwor f.0' (a3n) of in Alien 4 34-100 17RAFf7C 0-50 Q3nJ lnedm own and b fTtb)q e►ibth .,... •• , r 55 - 6,5 LY (a*n r ON 411"1¢ XWW WOW aaf0 iAger, el anal gradotim fegrd &swab haters the nmrt @the rad T,0 - &0 10'(12 8'1 Aintfy to BA: naffs I = d5 W A" 25' (d 75w) oanpocibbe h d other areas 7. for parasl potadrea wifhh paned am see stwdsd i dYmnhg sub Mb &* me" ply to Whom Pnbr to peooredingt to 9Qi Z Bdatll! r4r hoists polo T %I' ' -, retbH►e aifpocdbn &d h Poe mw aalgoWW - TjgrliCa/ GOO Ws5' m W rfkft aanpAP, jk � ' Sae idle 't `• Lhoor m of pole rano ehd be 1,0' (a 3n) Sa felt! A 6lral'Iw' taateramt hrdbli► His poly i � agate top of pole bet of alta autdde Bametr X" to poli mf to nate 1, 2 I - of Ptah and p0a a nd 1 " \\� _ 1 -- ' At Far PAIII: AWN, oawbve f D I -w of, ��— I r�7Cwb ne"dwmntif m per the Aft _ 1�� r— 6' C/tor e' -- cwmn&#Az Affwrd 0AW O0Mk1g e tier Type A Variable :.-d/hombre Foundry Cwb Amcor s•A 3911 with anchors or equal. ranters olherwis! halted, Reinlorcwrq steel, see plan view. YT'I I GN mal • IT I -F--'. I • .. ?„ Lbw/%ne Cwd Ij- NligM ddjusteq Ruh to be tightened I I ' t r / anal secured in torr ern e P pia �i-�-••I- -+' is .._ Y 1'x17' sagoort bolt f ProfecXon bar • r «, with hesnats.••••••. ' (See Nafr7i - A I / Frame 9 , \ A .Ei�0 5brrup �� \F : I II Corn --1 � mire. ' ...., --rte i \\ \ 1 ae• �rs• s•' Irlrl.•i J iw,y STEEL PLATE DETAIL •.....+t'4 ban bent Born and imbedded into GENERAL NOTES, wo/1 /z" rwfhv 1 AX cexrHe shoes be Classle and std/ be wiHwn 2#"ta Sj" PLAN slump. 2 Slab to be po~ monaffhfe with S ehretk where sidewalk is Alhambra Faeeedry geNearrred emotucled or replaced. smibees of al/ exposed carenrtr frome 8 corer NA/530 with 2- shall mafeh slope, finish, color and scorrrig of adjacent concrete. J' stainless steel socket head -See Steel J WALL rN/CKN£SS, T- 6' errWt when set serers(set pploosde and flush! plate Detail N>Bfeet 7.8" or egtw%- /In%shed ' S/dewadk Slope f inm ' L> 8 feel 7=8" i• ........ Coxh basin rolls shad be maeosed by 2"malimum in th%Gkn!!s if paused against earth in het o/ WISde �, I� "e •� ,. •, foee forms. j_'• . 4. WoN reinforcing not required when Hx8' or less and 1- 7' . I I or Jess. WAYS exceeding Mese limns shill of reinfoced Na 4 bot P. with AV.4 bars at /8" OC, both ways. All resyfoemg shall/ lai' Voiles- be No. 4 bars /1"clear of %aside fon urttess dMerwa!e shown. r_- 2'-0"-7-7. 5 All exposed met& parts sheilbe gWvarwed after fabricatmn. a 6. Supoad bo/h Shap be insml/ed when length of opening arceeds 5'0" end shall be spaced at not more than 5'0'0C and hot ,•�. Rounded, R -pipe • sat tninaess I ; • • less than 3'0" ac L *7 When curb opdMng exceeds 51ro plain round sire/ protection bar ' ! Slope m oWht 1" ,n anpawter shall be installed. Bor shall be imbedded 5' of I I I • 1rom aJl direrlions 14 1 18" eats end i8 Pipe slid// be as specif or or as directed by the Engineer. The ongular cid on. Me pipe $Wbf mode os dtwAlat by t e £t9h`cW-. 9. AN work seal/ conform to the applicable sections of the + rO L specifications enfif/ed 'Stondord Specifications, Vote of -+ r3'6' 7 '� - California, Department of Transportation", current edition. unless otherwise noted ....ytbg.o�de is aDtelmk �wr,A canfrdc p SECTION A -A .. x +6r46ar-Tolo14 _ JUL 'E! Revised 9/22/82 > : /c�6 rypico/ STANDARD ss, leer \ era O, r d7 CATCH BASIN a.F.a. a-I'12"mm fTYPE 'A" mow' ion •M,u NOI, REINFORCING AROUND PIPE •"" e' ____" _ _ __ __-__ _ ��Pkua�Ml�9� or aanea7 as � i. Tele" of bod* ffid aak shat be h arWda w dbh Me ASN D ?M hob Aefed h Swhm 6-301 of Me UndArd *ed8iaatiaut DAItEN" Akffiod o ) ow rater ft 1m Kmtra�iah � NOTES. b /aa Item (Q� 2 ssooria far R4* Poa S tests mr be roqui'ad ab Ad be the ngxm- o nwtNab Hw rax SW be baa of of me off�tm� dA*Abw nwhdd pad a Sand Egftod of of not aid kxfkn &W be *&Ig iaod by the M Am Man 20 pad &W am6nm to the lel W4 groan¢ t3 &W. % taste did be h opalarabaor der bk tab Skwr Sime Porandap9 pa dig /bold h Satin 8-JO1 of Me Mwdwd St W*oSMA (a' J/4' (IS=) /Get ASW 01557,, JWW T') Alien 4 34-100 ! CITY OF BAKERSFIELD of bbakAf'atarad sho! moot Me ft Aetr ball w ootid &hal be oma h Wt to eatawd am aaf0 iAger, el anal gradotim fegrd &swab haters the nmrt @the rad bot 0 a',bm)(43n) hja3 awymeady as no &idr of ole �t bw Am h stet dr a moaxr as not to drnage W of tr Me PO W 6 a0wad ad grade Eadf iter &hal' be Maouoy owp- 7. for parasl potadrea wifhh paned am see stwdsd acted by ewd&" tap F bbd's/ ffids "be dYmnhg sub Mb &* me" ply to Whom Pnbr to peooredingt rcrs irlor✓ ore to Z Bdatll! r4r hoists polo T %I' p ie ad btdhge alto be 6atmwd h ooct 1 '00, dM alta avrmot ASAP dpandmAbn 9-221 0# am / ad I i9lade�rl011t mdraadf auk Me PW rax OF be a7eidrmd aedtdla Mkhh Me pole met mater holt dad jWhp dad Wit he aced kr basis anpocem kr hek pole me bmddkp orb MOAN Aw be hand plboed to ew *hg the of be pole ad p RWO, apnpaeded Far away mala; ton 1 beddig 6 regmfad kr bedding pfd ba mN* trim sho/ be Nm not to obi ,-I Me pia Aro neoXWV badly h ew vloe mW &hail be tab Abad ab mpal W h Me not to A"W 115' (Q15fi) Hat*m= axilfA mals steal be Ply to aPekgdk@ pflile to pry • The fdlo shall l for trench trldths: FILENAML ST-22REV J drelhf potato domeew P[x taw did be bee AV GREA7EST T' NG CLASS I BEDDING DAItEN" out" OR SLURRY 1.0'(43m) or lea 1.0 0.3m wider 0.25 80mm w/der TRENCH BACKFILL b k)" ad Soot khr dmf be Mrseagtrlyem VXW 1.0 103-7 up 1.0'(0.3-7) wider 055. 15-7) wider to .0' 6m both sides both a 2.01(08rn)tx more 11.5'(0.45m) t op_sgn milder CITY OF BAKERSFIELD both sides both sides RIGHT—OF—WAY 2" x 4" x 12" STAKE GROUND 14 GAGE WIRE SEWER LATERAL PLUG, SOLVENT WELDED 4' MIN. ?CC. S",20 not o be I---- o0ume nisi„ paving .s / m PioGe 2,X2,00rS_ lob _ ! I B fs o cul R ' Sawctf6, - - SorMCe of Street i i •'fdwSh i R 14j; - All war*L sho/f Conform t0 the Opokcave I sectwns of the specifications enti •Ied 'vnoard Specciconoos, State of _ Cohfonna, SUPIess OW Tronsporronder Agency, - ! 16" Deportment of Trivivortonon, Latest Edition, Bri/drng 'Pox,' and "nese General Notes � •� - �: � I f V m"of dcy ivwe shall be ern -o .5—q•h contormtng to rime soecihconons of 457 Grovel,� II t rX7" Designation C700-78 Pipe Collor I All concrete shall be CJoss 'A'• 6 sack(PCC) C.oncreto Forrrdot%on -� ClaonpR fra>•te _7170 Covr 311011 conform to the Cit, of8orersheriSlo+dord 5-8. I) -6" V. CP. Concrete shall have Ira aadifives unless prior rwittem eacroCof is oblomed from the Cly Enrynter i Canoe# shall br cured with o ark/ep-gmetrted cuing compowrd pet Ser 90-7018 of Me i Slandard Specification$ l 1 -Standard 1/S bend Tapas/albshallbef wetedsmoathonogiveno / light broam finish. avn"t fcr this construction sholibe obtained /• from the Cely at Bakersheld, Orporfinent of S"andavd Wye Pabhc .Barks. j90% Relative compaction is required for a// i/ /-' backf%l/ wiJAea 24"of he riser pipe. ,Removable VCP BirHitrgPaper snollbepiacedbetween the 6 -concrete f inaotianaid 4 concrete sia file to�rty Detwer:•r pier and c011or wM gravel fa rumps //2 -of topofppe; Caulk remomrng 1/2" Wth plpregerated Oakum to top of pipe to - Create a water fight seal • $r. e Collar shall be ACP, ABS ptpe or VCR Finished Pao to be i "max. below fmisbod paving surface. TAe removdb/e plug shall be VCP un:'ess prior written approval is obtained from Me City Engineer L A.C. .. -� �.- - - -AB COMPACTION I L m is of 90% m.ir of 90x J I rampacr:an compacr.an ' I DETAIL l I t it REVISED JUL me •` 1 �• STANDARD 6e"c �o,196a JANUAPY /5„ 81 6tr jA jTIN$p.V CLEAN — OUT °• eyarr CITY OF BAKERSFIELD r CALIFORNIA //�� ENGINEERING DEPARTMENT S-(_0 SW -6 O FILENAML ST-22REV J drelhf potato domeew P[x taw did be bee �, I Opeitrq '. ",'11/99 of 'Mara,ew"OWAM oa aro &g STANDARD out" air (imm) be tPCC. Liirkh � tis JW h not to wiciisof = ,bot (1.tiboar) (a3n) TRENCH BACKFILL alroan k)" ad Soot khr dmf be Mrseagtrlyem VXW AND COMPACTION ++ '"Aro f!au by ""'AOrlpot REQUIREMENTS M.T.S. 6 1 Narnw! OPMing ' alPaotr� OHM Ma Curd Normo/ I Ch -,I CITY OF BAKERSFIELD ST -22 yl W CALIFORNIA ) ary tem eek PllfineO NORRe 06PARTMW • � � ! � Where tnt-ayrrr+g pled attganq .Gw�1Ar. i1 �Ici/ U_ I RIGHT—OF—WAY 2" x 4" x 12" STAKE GROUND 14 GAGE WIRE SEWER LATERAL PLUG, SOLVENT WELDED 4' MIN. ?CC. S",20 not o be I---- o0ume nisi„ paving .s / m PioGe 2,X2,00rS_ lob _ ! I B fs o cul R ' Sawctf6, - - SorMCe of Street i i •'fdwSh i R 14j; - All war*L sho/f Conform t0 the Opokcave I sectwns of the specifications enti •Ied 'vnoard Specciconoos, State of _ Cohfonna, SUPIess OW Tronsporronder Agency, - ! 16" Deportment of Trivivortonon, Latest Edition, Bri/drng 'Pox,' and "nese General Notes � •� - �: � I f V m"of dcy ivwe shall be ern -o .5—q•h contormtng to rime soecihconons of 457 Grovel,� II t rX7" Designation C700-78 Pipe Collor I All concrete shall be CJoss 'A'• 6 sack(PCC) C.oncreto Forrrdot%on -� ClaonpR fra>•te _7170 Covr 311011 conform to the Cit, of8orersheriSlo+dord 5-8. I) -6" V. CP. Concrete shall have Ira aadifives unless prior rwittem eacroCof is oblomed from the Cly Enrynter i Canoe# shall br cured with o ark/ep-gmetrted cuing compowrd pet Ser 90-7018 of Me i Slandard Specification$ l 1 -Standard 1/S bend Tapas/albshallbef wetedsmoathonogiveno / light broam finish. avn"t fcr this construction sholibe obtained /• from the Cely at Bakersheld, Orporfinent of S"andavd Wye Pabhc .Barks. j90% Relative compaction is required for a// i/ /-' backf%l/ wiJAea 24"of he riser pipe. ,Removable VCP BirHitrgPaper snollbepiacedbetween the 6 -concrete f inaotianaid 4 concrete sia file to�rty Detwer:•r pier and c011or wM gravel fa rumps //2 -of topofppe; Caulk remomrng 1/2" Wth plpregerated Oakum to top of pipe to - Create a water fight seal • $r. e Collar shall be ACP, ABS ptpe or VCR Finished Pao to be i "max. below fmisbod paving surface. TAe removdb/e plug shall be VCP un:'ess prior written approval is obtained from Me City Engineer L A.C. .. -� �.- - - -AB COMPACTION I L m is of 90% m.ir of 90x J I rampacr:an compacr.an ' I DETAIL l I t it REVISED JUL me •` 1 �• STANDARD 6e"c �o,196a JANUAPY /5„ 81 6tr jA jTIN$p.V CLEAN — OUT °• eyarr CITY OF BAKERSFIELD r CALIFORNIA //�� ENGINEERING DEPARTMENT S-(_0 SW -6 O Normal Where mcommg ono 0090117; �, I Opeitrq '. 1 Norma/ 1.•-6'—"i Cwd �, 6' i Normo/ � I � C.tf -Opening �,IZ- H j,", sin, attend ower solves C.HtO tPCC. Liirkh � tis PCC VOtlel LrmlJs- `� ryGafter V aujo I PLAN i PLAN TYPE A CATCH BASIN IN GRADE SAG TYPE A d A I CATCH BASIN ON GRADE -i A- C I ffA I I 6 1 Narnw! OPMing ' NartnolL4'--•i e-"1 2'- - 4' --y tyarmol G.Y Curd Normo/ I Ch -,I atetwAy S-8 GH. H. Little t yl W CN -AD C!1 Limits ) J • � � ! � Where tnt-ayrrr+g pled attganq .Gw�1Ar. i1 �Ici/ U_ I ' rcrs irlor✓ ore to I I Chas i9I Goxrtte I ft Sankto domeletei lhlr � rhe top!__1_ ndf of ppm only shot/ be ,L4 L A J GO W4' 6T4 " 5/ope btwk /int TjgrliCa/ GOO Ws5' 71 oco/ A PLAN PLAN TYPE GO 81 GDO INLET IN GRADE SAG TYPE GOL INLET ON GRADE (GO SHOWN) �C� cement mor/W I Gutter 0WjIhr - y -- 1 Noma/ GuNer Normal CN DeplessitM CN _ 1 -- ' Normo/ Gutter — �Fiowlnl% D I -w of, ��— I r�7Cwb -11 2.12 _ 1�� r— 6' C/tor e' -- r t D O0Mk1g e tier Type A MANHOLE i C/tar 6' - -' Opening CN 3'--i PROFILE V YPE ;4" t 2'far Type ca a cop TYPE GO B GOO INLET, TYPE A CATCH BASIN PROFILE IN GRADE SAG ® GRATE INLET AND CATCH BASIN ON GRADE GENERAL NOTES •"" < 0= Gutter Depression. /1 shall be 2' for Tipe A -1voi,e and A -t catch bas's and 3' for other hetet types unless otherwtse shown. CITY OF BAKERSFIELD C N . Curb Height. CH*O Limits -Limits of mm/ depression m gaper. 4•em� =Straight Grade, Dowlyward S/ opt Cutler g ----=Guffer direction Round of flow. Round ;.r�Stopr�. Z Gutter depressions SAod or Class a' PC C 6" "! 1-'x'7 thick. -- _ J. 600, GO anal GO/ inlets may be used wpm G approval of the Coy. GDO, 60 andw w=6' /or type 000 60L inlets shot/ be constructed, without steps, SECTION A -A in conformance to Stale of Cotitarnta, Department of Troisportafion Standore Plans 072 8 074 and Groles shot/ be Type 24 in conformance to Standard Plan 0 77- 8 4 Details larAC pavement. Whoin PCC. pavement is used,earners shall be squared off. RIGHT—OF—WAY 2" x 4" x 12" STAKE GROUND 14 GAGE WIRE SEWER LATERAL PLUG, SOLVENT WELDED 4' MIN. ?CC. S",20 not o be I---- o0ume nisi„ paving .s / m PioGe 2,X2,00rS_ lob _ ! I B fs o cul R ' Sawctf6, - - SorMCe of Street i i •'fdwSh i R 14j; - All war*L sho/f Conform t0 the Opokcave I sectwns of the specifications enti •Ied 'vnoard Specciconoos, State of _ Cohfonna, SUPIess OW Tronsporronder Agency, - ! 16" Deportment of Trivivortonon, Latest Edition, Bri/drng 'Pox,' and "nese General Notes � •� - �: � I f V m"of dcy ivwe shall be ern -o .5—q•h contormtng to rime soecihconons of 457 Grovel,� II t rX7" Designation C700-78 Pipe Collor I All concrete shall be CJoss 'A'• 6 sack(PCC) C.oncreto Forrrdot%on -� ClaonpR fra>•te _7170 Covr 311011 conform to the Cit, of8orersheriSlo+dord 5-8. I) -6" V. CP. Concrete shall have Ira aadifives unless prior rwittem eacroCof is oblomed from the Cly Enrynter i Canoe# shall br cured with o ark/ep-gmetrted cuing compowrd pet Ser 90-7018 of Me i Slandard Specification$ l 1 -Standard 1/S bend Tapas/albshallbef wetedsmoathonogiveno / light broam finish. avn"t fcr this construction sholibe obtained /• from the Cely at Bakersheld, Orporfinent of S"andavd Wye Pabhc .Barks. j90% Relative compaction is required for a// i/ /-' backf%l/ wiJAea 24"of he riser pipe. ,Removable VCP BirHitrgPaper snollbepiacedbetween the 6 -concrete f inaotianaid 4 concrete sia file to�rty Detwer:•r pier and c011or wM gravel fa rumps //2 -of topofppe; Caulk remomrng 1/2" Wth plpregerated Oakum to top of pipe to - Create a water fight seal • $r. e Collar shall be ACP, ABS ptpe or VCR Finished Pao to be i "max. below fmisbod paving surface. TAe removdb/e plug shall be VCP un:'ess prior written approval is obtained from Me City Engineer L A.C. .. -� �.- - - -AB COMPACTION I L m is of 90% m.ir of 90x J I rampacr:an compacr.an ' I DETAIL l I t it REVISED JUL me •` 1 �• STANDARD 6e"c �o,196a JANUAPY /5„ 81 6tr jA jTIN$p.V CLEAN — OUT °• eyarr CITY OF BAKERSFIELD r CALIFORNIA //�� ENGINEERING DEPARTMENT S-(_0 SW -6 O N I be pours .?--/ ft rllar, dry Packed I; 1'.V.17LE Steel! �F I - •P) I , Shelf t I .'•`-'--� SECTION 6ENERAL NOTES: All taork shall conform to the applicable sections of the specifications entitled "Standard Specifications State of California, Department of Transportation", carrent edition Joints shall be filled with mortar and neat:y raked or wipad on inside of pipe. Whenever the vertical distance between the inverts of sewer line connections exceeds thirty (30) inches, a drop connection shall be constructed as shown. Precast reinforced manhole sections shall be constructed in accordance with the provisi rrs of ASTM C-478, current edition. use Drop Mon no/e 'Tae' where Pipe diameter is 6 or 8" N Lr— I ,► -: 6' Cwd 3' - q• -O r.=i� Where mcommg ono 0090117; 05009 SW NN O suers m moiuteit tory in r--- -7; j,", sin, attend ower solves _ CHECKED 9Yr• CRM ` a" sewers B" oeyond -7540 7'-'"'I.. o1 roll and shape nansirmn enoime/ orrween ends of T kwver nows, of ropes. 11 See Sfandot� ' atetwAy S-8 C 'V yl W for Frame cad ) J • � � ! � Where tnt-ayrrr+g pled attganq ' rcrs irlor✓ ore to I I Chas i9I Goxrtte I ft Sankto domeletei lhlr � rhe top!__1_ ndf of ppm only shot/ be 1 Nvrwved betr,ren rolls and L.---- =�—� - -----1 the brokM rdgIrs sho/1 be .-Cbss A Canmert• . I Plastered sr"DOJA with � cement mor/W PLAN N I be pours .?--/ ft rllar, dry Packed I; 1'.V.17LE Steel! �F I - •P) I , Shelf t I .'•`-'--� SECTION 6ENERAL NOTES: All taork shall conform to the applicable sections of the specifications entitled "Standard Specifications State of California, Department of Transportation", carrent edition Joints shall be filled with mortar and neat:y raked or wipad on inside of pipe. Whenever the vertical distance between the inverts of sewer line connections exceeds thirty (30) inches, a drop connection shall be constructed as shown. Precast reinforced manhole sections shall be constructed in accordance with the provisi rrs of ASTM C-478, current edition. use Drop Mon no/e 'Tae' where Pipe diameter is 6 or 8" N Lr— I ,► -: 6' Cwd 3' 05009 M 00 05009 SW NN O 12127106_ til M D.L.H. _ CHECKED 9Yr• CRM SHEET Of 7 7 SHEETS r- mile T L4 V C 'V X Li d' O Z ! CV .-Cbss A Canmert• . JUL :ae � .• . i:. _ OC� 0 C.IE STANDARD PCO SECTION �$ MANHOLE V YPE ;4" ..`.. O AT ® �t- •"" SHOWING DROP CONNECTION -1voi,e Cn ; CITY OF BAKERSFIELD 4•em� CALIFORNIA 1 S-7 _ ENGINEERING CEPARTMENT o D- 18 II , I! I ,1 i lei f Cement ,bet Ii,�. li III i :,Dopa e formd by uneven sok , j /nm .+seting serer men ane// bf pkre9!d tiro pope/ before cementing A7 not est oaken. , PLAN I 23' aA lu \\ 4 5' 'Y"rrws/ not extend my - --' serer mom If necessary '.." has should be blocked up. ELEVATION 1 COLLAR I LUG WYE SADDLES Smndvd "I'lified Cloy Saddles ore ovoilobie it 4, 6" one 8' sires. NOTE: Y Saddle Connection to 10' or larger size City Sewer shall be installed by coring the line. This work shall only be done by an approved agent of the City of Bakersfield. For pipes 6" to 18' in diameter, a licensed contractor who has the proper equipment and permits is considered an approved agent and may core into the City's lines. For pipes Larger than 18" the Lror,ngs must be made ty City forces. ikler, corings are made by contractors, the City inspector must observe the installation of saddles to cores. If the contractor does not, have the proper equipment, he may request the coring be made by City crews, Where cores are mace by the "it y, the owner must pay ir. advance to the City the cost to core the sewer main. For 6' sewer lines, the contractor may core or remove a section and place a *ye or tee. GENERAL NOTES' %1Hifhrd C/oy P.�e Sadlaks Shalt oe extra strength Cby ppe and shall Cantarm to the rrquirymrnts or West Coast stwoords of the Clay Pipe IrlsOut! Sadow qlo// be first quok"? vlttlyied etoy, saund cad rel/-W-Flrd Irvaugh0(9 the%r entire tAckness, and e7loervious to maysttre. Soddks sho! have either 44S or CCVAW rAt bell shall or rot, Coruklr one c0nWtr1C w,tn /he bore of the AlAt and shall be scared on the ritsiae over :N !"rift depth. Coeting A owshbF serer, than be mrde an/y /opt eriouget to attn smell at sodd/a rtrug. Lugs or cd/pr not resJiiq on Pipe shall be blocked tp 4 -no cement jrrnl sM// be molly Icvmta: Adana shay/ consist m one oort t, Porriand cemen Iwo parts of Clean sharp SOM and enarigA water to thoroughly comPevr fV m,x?tee The ,aktt shall be ronyhly Ptostered A plot? and allowed to Set fol thc-tr mitres. Second coat shall be oppl"ed and /mesad with a "or trowel !mist. All Itstolki've s steal1 be 411sirCted by the Errgiine?rinq -eparrme"r of the Coy of Bahr-01e1d yior to bdrkfal h e c i r e NO. I DA TE FEIhSE--_` JUL •69 DESCRIPTiON G, p1EER C3 7' l la. C, CL LJ ri Ci J C._ Ord C, 05009 M 00 05009 SW NN O 12127106_ til M D.L.H. _ CHECKED 9Yr• CRM SHEET Of 7 7 SHEETS mile L4 V C 'V X Li d' O Z ! CV OC� 0 C.IE PCO M V O ® �t- U-) Cn ; G, p1EER C3 7' l la. C, CL LJ ri Ci J C._ Ord C, JOB No.:---- 05009 DWO No.. 05009 SW NN O 12127106_ DRAWN 91' D.L.H. _ CHECKED 9Yr• CRM SHEET Of 7 7 SHEETS L4 V C 'V Q^ OC� C.IE JOB No.:---- 05009 DWO No.. 05009 SW DA Lrr• 12127106_ DRAWN 91' D.L.H. _ CHECKED 9Yr• CRM SHEET Of 7 7 SHEETS , t f rt;