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Home My WebLink About5.2-10717 Record DrawingSTANDARD DRAWINGS THE FOLLOWING STANDARD DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: CITY STANDARD DRAWINGS SW -1 SEWER LATERAL MARKER SW -2 MANHOLE TYPE "A" SW -3 MANHOLE TYPE "A" INSIDE AND OUTSIDE DROP SW -5 STANDARD 8" CLEANOUT SW -6 FRAMES & COVERS FOR MANHOLES & CLEANOUTS SW -7 SEWER PIPE CONNECTION SW -8 SEWER LINE IN PIPE CASING SW -11 PUMPING STATION THRUST BLOCKS ST -12 PAVEMENT PATCHES ST -13 TRENCH BACKFILL & COMPACTION REQUIREMENTS COUNTY STANDARD DRAWINGS R-67 BACKFILL REQUIREMENTS ON A/C STREETS (USE FOR PAVEMENT REPAIR) LEGEND OO � I D DC�pGQG3�Gv�Jt C�M4 OO G� pMC3��C� MOO G3GS� PLANS FOR CONSTRUCTION OF PARCEL MAP 10717 SEWER AND LIFT STATION IMPROVEMENTS CENTER SECTION 36, T.30S., LIST OF DRAWINGS R27E., M.D.B.M. FOUND BRASS � McKEE ROAD CAP IN CONCRETE MONUMENT.--�------ PROJECT DATUM ELEV. = 350.76 ABBREVIATIONS - - 6362r-, 8" Sewer SEC11ON LETTER .., 'HUGHES LN. SEWER �' .. 20 , SEWER EP EDGE OF PAVEMENT R/W RIGHT OF WAY CB CATCH BASIN BC BEGIN CURVE )D EXISTING FIRE HYDRANT TC TOP OF CONCRETE INV INVERT JB JUNCTION BOX EC END CURVE e LOCATION FL FLOWLINE SD STORM DRAIN FG FINISHED GRADE LAT LATERAL lb EXISTING BLOWOFF CL CENTERLINE GB GRADE BREAK MH OE MANHOLE CO CLEANOUT OVER AC ASPHALT CONCRETE EXISTING VALVE WITH SIZE SHOWN ..J L11 TO HUGHE , I EXIST EXISTING Quantity Measure -EXCAVATION 1 1 ELEV, EL ELEVATION BW BACK OF WALK TOM TOP OF MANHOLE ® EXISTING WATER METER ---- • • - aTY� - . -.... arY I I EASEMENT CITY BOUNDARY Q EXISTING UTILITY STUB -UP I + V? 1 1 I I = 10 - - - - - - - - --I- - - - - SECTION LINE WITH STATION LABEL EXISTING LIGHT STANDARD 10 - - - - - - - CENTER LINE WITH STATION LABEL F-- EXISTING POWER POLE AND GUY - - - - - - - - - - - - EXIST. RIGHT-OF-WAY LINE o EXISTING CONDUIT PULL BOX - - - - - - - - --10- - - - EXIST. PROPERTY LINE WITH STATION LABEL O EXISTING CONCRETE MONUMENT BEARING AND DISTANCE CONSTRUCT SEWER .`�-�-ss�-� EXISTING STREET SIGN PER THIS CONTRACT EXISTING TRAFFIC SIGN -____________________.,..___.....___ NEW SEWER EASEMENT - - -1 D - - --(D --D 10 EXISTING STORM DRAIN AND MANHOLE ® EXISTING ELECTRICAL VAULT --• --S -(- s IN EXISTING SEWER AND MANHOLE ® EXISTING TELEPHONE VAULT w w EXISTING WATER ® EXISTING ELECTRICAL BOX U U EXISTING UTILITY JOINT TRECH IT] EXISTING COMMUNICATIONS PEDESTAL c c EXISTING GAS BEARING AND DISTANCE • • -�, -OH- - -OH- - -oH - EXISTING OVERHEAD LINE F0FO EXISTING FIBER OPTIC E E EXISTING ELECTRICAL T- F- EXISTING TELEPHONE LINE TV TV EXISTING CABLE N x x x x EXISTING FENCE - - EC --EC- - --EC- EXISTING CONDUIT EXISTING SWALE - -- _EXISTING CURB & GUTTER SECTION DESIGNATION: 6362r-, 8" Sewer SEC11ON LETTER .., 'HUGHES LN. SEWER �' .. 20 , SEWER 2 SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER A -/� %.,-FLOWLINE SHEET WHERE DETAIL IS SHOWN CONSTRUCTION NOTES: 1. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE PERMIT. 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) 4. 24 HOUR INSPECTIONS NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AS LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 6. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IN THE IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE RESUMED. .1H�#33 :CONSTRUCT 12" --,TRACT 6362r-, 8" Sewer ' .., 'HUGHES LN. SEWER �' .. 20 , SEWER HUGHES LN. SEWER & STD. NOTES = I 1 O 1co EASEMENT ; N I..__rr___--'----------------r---_-.r_- _#1 MH #3T _= 2 -Y0 MH # E+ MH #27 MH #24 1 MH #23 .. 1 STANDARD DRAWINGS .Um, .,_, e LOCATION SHEET 10 STANDARD DRAWINGS CONT 1 _ MH #26 #25. H #221 � SUMMARY OF IMPROVEMENTS I RUCT 12" SEWER LL IOO.. CIDrICTHELE Item No. Estimated Unit of Item ; ..J L11 TO HUGHE , I 10 Quantity Measure � t 1 1 i C/) J v J { q W ( IMH #24 W I Q 1. 20' SEWER 6" Pressure Cleanout C WI I I EASEMENT EA Manhole (48" Diameter) Y O I + V? 1 1 I I = SHEET 1 TITLE SHEET SHEET 2 COMPAGNONI STREET SEWER STATE OF CALIFORNIA SHEET 3 COMPAGNONI ST. TO MICHELE ST. SEWER SHEET 4 MICHELE STREET SEWER SHEET 5 MICHELE STREET SEWER CONT SHEET 6 MICHELE ST. TO HUGHES LN. SEWER: 8" Sewer SHEET 7 HUGHES LN. SEWER & STD. NOTES i = McKM 'RQ, ,` PROJECT SHEET 8 EXIST. LIFT STATION MODIFICATIONS.,. 4" Sewer Lateral SHEET 9 STANDARD DRAWINGS .Um, .,_, e LOCATION SHEET 10 STANDARD DRAWINGS CONT 6" Sewer Lateral ax � SUMMARY OF IMPROVEMENTS Item No. Estimated Unit of Item ; � 10 Quantity Measure I TAFT HWY. 1 LS Exist. Forcemain Removal 1. 2. 3. 4. 5 �- Lu"- ____ I ` i , CITY OF s. Li. II ^J C NTYf # ' BAKERSFIELD, 7. c}COl: O F ERN I H #291, I 8. I III I r I I j Ij 9 r-K i 1• a j i 1} , I t* t i 10. I I CCNSRUCT 12" 11. MICHELE ST. SEWER 12. 1 1 I 1 13. MH I#11 1 14. a f i H#18Ilk 16. LLJ 1 LLJ - I F- I I". Ie 17. ! W ' { W�I t t k I 19. 1" 'fit t tI _ I 20. TAFT HIGHWAY 22. THE CONTRACTOR MUST ' TIDY KERN DELTA WATER DISTRICT _ - - MH #16 -1 ---_-1-. �.. 72 HOURS PRIOR TO CONSTRUCTION. rte"*'-"' lit ENCROACHMENT INTO KERN DELTA WATER DISTRICT CONSTRUCT 8" I m : RIGHT-OF-WAY IS ALLOWED UNDER AN ENCROACHMENT PERMIT ._ a =1 I FILED ON BEHALF OF THE CITY OF BAKERSFIELD. THEI to MICHELE ST. SEWER _� , so� w CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS SET MHI#15 Ic_ „�,' .� z O m FORTH BY KERN DELTA WATER DISTRICT UNDER THEIR [� PURVIEW. d IT _ .<-tk _� (� �I (^- APPROVED AS TO CANAL REQUIREMENTS BY; ,y 1 r.,1 �; : V� a �r--�± Q U L 1I A RSF ELD 1 I co „.. z LU H #14' .._ 1 " I (� 0 I� (Gl W MH #13 4t , I '� Q p N KERN DELTA WAT R DIST O '` t MH #12 ` 1 w (- L. MARK MULCAY, GENE MANAGER DATE 1 ( MH #11 I _ _ / = W 0 5 -_--r- BENCH MARK IMH#10=-.--` 3 MH #8 TOP OF BRASS CAP IN CONCRETE MONUMENT AT THE �.___ �- - - CENTERLINE INTERSECTION OF McKEE ROAD AND. HUGHES LANE (CENTER CORNER SECTION 36' T.30S. CONSTRUCT 8" SEWER R27E. M.D.B.M.) ELEVATION 350.76 CITY DATUM PER TRACT 6006-2&3 COMPAGNONI TO MICHELE' , o/ 3��f!�fvlH#� CONSTRUCT 8"� rt - OV - i c`�/,'. COMPAGNONI ti, j1 ; r / ST. SEWER o� --/--- -- --_ BEARING BASIS x ,14s FSR THE SOUTH LINE OF THE SOUTH EAST 1/4 OF SECTION 36, �' "Q / �^H#2/ MFNrti T.30S., R27E., M.D.B.M. BEING THE C/L OF TAFT HWY. SAID GRID BEARING PER--NAD83 IS N890031 2"W. DISTANCES ARE �►';%,�,�I ; GRID VALUES, TO CONVERT TO GROUND VALUES MULTIPLY i ;� ,S �� MH #1/ BY 1.0000467. �...........�,..._� KEY MAP RL V UA IL10 uLJi r%ir I IvN Arrl A5-8-15 ADDED KDWD COMMENTS RDM SCALE: 1"=200' d -22 -Is- CAV I r✓4"s E'`.'•s+%t oea 2,200 LF 8" Sewer 2,435 LF I 12" Sewer 155 LF 4" Sewer Lateral 75 LF Bore and Jacked 4" Sewer Lateral 10 LF 6" Sewer Lateral a � 2 EA 8"x5' Sewer Stub 3 EA 4 Sewer Wye 10 LF 6" Forcemain 1 LS Exist. Forcemain Removal 1 EA 6" Pressure Cleanout 33 EA Manhole (48" Diameter) 1 EA Lined Manhole (48" Diameter) 42 LF 8" Sewer in Bored/Jacked 16" w/ 3/8" Wall REVISION SUBWTTE4)-43YT,-w•- • �- Steel Casing - Compagnoni Street Crossing 16 LF 8" Sewer in Bored/Jacked 16" w/ 3/8" Wall Steel Casing - Adjacent to Exist. Water Well 80 LF 8.' Sewer in Bored/Jacked 16'w/ 3/8" Wall Steel Casing - Taft Highway Crossing R1 ARD MEY R, RCE 28104 P. 3-31-2016 DATE 80 LF 12" Sewer in Bored/Jacked 20" w/ 3/8" Wall 6 Steel Casing - Canal Crossing Pie mereo, sicy eve. .tom d 23 LF Bored/Jacked 12" Sewer - Into Exist Wet Well REVI 1 N APPROV 435 LF Hot Mix Asphalt -Concrete Trench Patch` , (Michele Street) r o,n . ,? 3217 , • 6.6•20/7 CROVI 315 LF Cold Mix Asphalt -Concrete Trench Patch (Trucking Yard) 1 LS Concrete Slab Repair MARIAN P. SHAW, RCE 32178, EXP. 6-6-2017 DATE 2 EA Lift Station Pump 1 LS Forcemain Manifold Revisions ENGINEER'S CERTIFICATE I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. PARCEL MAP 10717 BOUNDARY SUBMITTED BY: RICHARD MEYER, R.C.E. 28104 RECORD DRAWIN File Name: LEE11001TS1 CITY RECORDS NO.: 22 Ivo. zs�oa- Exp.�lb DATE ER ON opROFESS/py X No. 281104 3.31-tg APPROVED BY: ra NICOLAS FIDLER - RCE 61069, EXP. 12-31-16 DATE PUBLIC WORKS DIRECTOR ai c Boo W ' W H ti APPROVAL RECOMMENDED: ANT PUBLIC WORKS DIRECTOR M(;E Meyer EDWARD LEE Civil Engineering, Inc. P.M. 10717 SEWER & LIFT STATION IMPROVEMENTS 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 TITLE SHEET Phone 661-836-9834 FAX 661-836-9761 O TIM IL DAT NJ OF 10 Q SHEETS Q PRINT DATE: 1/19/15 . .Pis ON I C1t LA twit -1 SEE SHEET 3 zo r --,CITY OF � � '� 10� 160_ 1� pP`' 1 � CUR VF DATA N0. 1 9 E� S 2 \ SEC . ` 184- ` `� `. 10, 10� _38 -+ 07 ti ` �' D = 8'0232 ARO PN 2 P P PN' v7 0 C,w w �, �� N � PM 4,160 E� � R� � c p -7 � BAKERSFIELD p N �� R = 1500.OU' P 10� 1 _ 43 M 10� 1 0 _ 42 T . S . I \ . / E . �n ► �1 �v w G r-- - .P Z 18 P _16 p 4-16 CEL Z � �, X �, y r- 20' WIDE SEWER EASEMENT rn � _ 7F �Y N -s Z co -'A a L = 210.54' MSA 0 1� 18 ` p PR pN. ` N v,�, `r^ --� �'+ N y c r, TO CITY OF BAKERSFIELD, r� r` -. cn � o - p PROF 98 �1� NO. 0214116450, ��' 0 - DOCUMENT - 8- T = 105.45'- _- - _- -_ - _ pM 10 0-41 ren �, r's1 P y► rte* .,.u, cam* .�- 20 WIDE SEWER EASEMENT �, Z LLP 60-19 ___--------- - -------- --_ __ 184_16 \ 6 -cr Z c» �0 , ,. TO CITY OF BAKERSFIELD,q- --► N rn r O.R. 9/24/2014 a' 1 ---- _ 1 p p,R -7 pN. 2 CES 5 2 w g % ` N ! X r o rn cn N N rte- � v'- r- DOCUMENT NO. 0214142710, c,► Q p 18 -_- - -_ - -_- - - -_ - -_ _ - _ _ _ _ _ _ _'�`�------ - - -- --- _GUTTER-_ _ -- _ 1 P�1801 �� 160,40 \ pM 0� 16� 39 0 ` 1� w tr_c Z `n CURVE DATA N 3` �' �' + o D o O.R. 11/18/2014 o Nrno i o+o ` Nc�r /' _ _ _ _ '--- - - -..__ _ GUTTER L Ip_ R�yy ---- EkiST. PUE �� 184 i �+ J' o •`'' r" 0 0 o D _ 114337" 1 `� �+ Z o -P, rri CONST �;T T--`. -------F-D c EXIST. - " -`�° EXIST. 36 S.D.- - ----36 ° S.D.sD�_ _ T - ` �/c - - _ _ - -- - - - _ --_ _ ` \ r' cr �'' r R - 1500.00' o `� d r► z m CO - - D _ lT - - _ - ----- _ rn o o .-A _ o 1. R T - - I _'_"_ -D-----•- _EXIST�p - - c D . - -_p� - i ` - -`.`.' - _._F_ - --- r_ --_-- ,a _ v L _ 309.63 .� - -+ -8 SEW _ -- STA. 6+43.15 - -__-• _ (NRU�fiON D_�_i-I =-1 3� __-_------ -- ----CURVE N0. 1 s I ST 8+53.6 _ D zr - _ - � -- s 6'48_-1/� - -_ -_ - -_ -_��_ - 1l _"------w N20Z74 ,38"E 551.47' I -� ---- - N _ _ _ - y _------------ g _ _ �-_ _ _ - - 94QO --i= -=r = _ _ _ _ / _ _ _ _ -_ - ___ --- �i _ D_- N �- __ _EXIST _ _�__ _ -' _ _ -- -- _ - _ w -----__& . COo -1- - - - ° _ 12 - ---� _D MSL - oRM Ainr , 7 � - _ _ _ ___-- - � ---- X►ST. 36� � �_ OF C- -•------_30" s.�.3s, ST l" �l E CURS� - - �- w------- t- N17�14'39"E 184.14' � e___---_� /'7gCUR� 4 �,.. N0. 5 u U '"- _ _ - _ _ -' - - 4= _ ,/ ''--- ST. M N -1- _ -_ _ -_____ __c - 13+75.48, 22i.T.t o ' SEE PROFlLE - �/�- - -- - - - , - - - - - - 7 t4. L �ONI --+- _ _ STA o f-_- - ----- u ---- -`' _ _ r - -----' wN_EXlsr.8� -13�v SHEET �TC / gTA t7+_gam- j 5------_ .. • ------------- - -® _ - ' _ _�/ _ _ PVCWWTER -�' ' - ►� i4 3 STA. 14+05.16 CURVE NO. 3t�_- -----_-__ 8 -_ - --- _ r ;n:_ �- -------------- - w-_ ________ ST__A. 13+54.26 x o, - -1 _ - 15 - _ 16 - - EXIST. 8" WAFER T. N- ------ ` _ _ -_ "".-*----..... - -- N . . n _ u _ t ©®` -- _ _F:m� _ `i/1- - _-`_ ---__w --______- N EXIST. 8 WATER I - - - -I- SiA. 17+51.5 Z CURVE DATA N0. 2 -----__ _-----_--- -- 20 04 3` 9' -_ -`- - -�- _`____�, � ` _ _ _� -` ` ` ' _ - `� _ _ - _ � . S 75.48 r t i. s" wAYE___R___- w /z- ............ D _ 7'43'01" ` cn o GONSTRU a -r----------__ O:s u - ----- ._ _ s __; ya_ - TA-- 1�_ t41R _ w GUTTER LIP -y Ex►_ s_?_vC _ ' _ - -_.__ - _ a' w - - -- - R = 1455.00 P= N CT 8 SEWER -IQ --- _ u - - u -- u - - __ _ _- -� _ z 0 -- -- _ _ - �/L _ _ _ _ - -X11 _ _ _ _ _ 1/i _ _ _ X11 = _ _ - - _ -" - �- _ u CURVE' DATA N0. 5 _ \ - ----- - - ------ -N20 04 38`E--- _ _ _ - �- - - - - �' , ^ _ ' rn y` L - 195.97 �?> y 20' WIDE SEWER EASEMENT TO CITY W- CONSTRU EXIST. PUE - _ _S- , '260.=_ -_-__- -- -- 1_ ___ __ -- __ u_ D 5V547' rn cr T - 98.13 cA r� cr n OF BAKERSFIELD, DOCUMENT N0. CT MH NO. s-'--.---. u -` u ' w + q 2 �, + w a g 3 , _ - ----__ - -------____----- u u ------- R _ 1500.00 _------- ------------ ------------------------------------ L = 133.42' �. f 20' WIDE SEWER EASEMENT TO CITY r 0214039124, O.R. 4/08/2014 TA. 11+14.58, 45.00RT. w LATERAL CONNEC110N ---- " R W GUTTER CURVE' DATA NO. 4 i,► it �' O OF BAKERSFIELD, DOCUMENT NO. . _ `'� W- LATERAL�No . 6 u rA o w STA. 12+45.03 45.00RT.0 = 27227 y T = 66.75 r., ,P cn b ` rn it u' 3 SW- 4 LATERALS N 4 ' v7 0214058254, O.R. 5/23/2014 cp (D : �, Z RCE N 2 TU8 NO, 3 cn ti ` 1SW--1 OE 4 2 cn rn o o P P �1� P 9 STA. 11+14.58 N w 9 CoR = 1500.00 c� cp,a_► o P P �' o z "o''' P�` 1-160_36 ECFV. 339.76 55.00RT. 20 WIDE SEWER EASEMENT ` SW- ©� ` STA. 14+08..QORT. TO CITY OF BAKERSFIELD, 4 LATERAL STUB NO. 4 4oP�` o ELEV. 342.33=.00% NOTE: EXISTING UTILITY CONDUIT STUB -UPS L = 57.73, �, -� o PR g8 T PM P ��1� 0� �` o p _, 18 5=1.00% DOCUMENT N0. 0214058251, z ,- i- r� P g6' STA• 12+45.03, 55.00RT. g v �' 4" MAY CONFLICT WITH INSTALLATION OF SEWER. T = 28.30 v+ _.,' SLP 21 18416 ^'CITY OF `s �'r"-, \ Z O.R. 5/23/2014 ` ELfV. 339.30, S=1.007 �° \ �, LABRAL STUB NO. 5 SW -t RELOCATE AS NECESSARY TO INSTALL SEWER, 184_160- CES 2 1 ,- tr; 6' �' �� ELEV. 342.10, SS 55.00RT g TYPICAL. P N v o �, g N PPR 1� PH EL 1 20' WIDE SEWER EASEMENT TO CITY U o C BAKERSFIELD o ` 10� 35 PRO PH OF BAKERSFIELD, DOCUMENT NO. o n OE " pM ,160- P �1� 4 cA -1.007 PR Og o �1 184 \pM 10 160-3 0214058252, O.R. 5/23/2014 cn o ` p �P 12 49 \ 00- r \ Z SCALES " 184 N 20' WIDE SEWER EASEMENT TO CITY 184-160- � HORIZONTAL: 1"=40' OF BAKERSFIELD, DOCUMENT NO. VERTICAL: 1"=4' PLAJ4 (COMPAGNOM tgET SEWER021416451, O.R. 9/24/2014 C 20 0 40 80 cy) 0 'n 40 10 352 0 350 348 346 344 co - 342 340 338 336 EXISTING UTILITY TRENCH: Vi GAS, ELECTRIC, TV, & TELEPHONE REFER TO LEGEND, SHEET 1 VERIFY LOCATION AND DEPTH MA -11-01 4" LATERAL B&Ds LATERAL NO. B&D 1 N59�59'56"E 10.00' 2 S69055'22"E 10.00' 3 S69055'22"E 10.00' 3 °' S69055'22"E 10.00' 3 S69055'22"E 10.00' 6 �3 to w Old r- m h °6 O C 5 O O Z Z to C3 Fs�� Z p �'� N O .-1M �� O �� Q -� odO wJtn$ Z�V)WZ QO -j J� � W a x N .4- 00 x x M u x CC * i= sh oO 'a W d 00 W O x x x Z O to F � d 00 m � 00 co oO W s - U d^ OO C7 L O O ¢ to Z > > = Q; Z Z to h O zz z r7 ci O = w Z= m 00 W z V W Q Q p U m to 0) T Z U') r-4- x `� Z O V) = ,6Z Z Z m �� t7 00 M �tI =Z = OO n. O� �t to � Z (� '�� + M U-) C14 V) F- J! U ¢` N O F- U 4 �( Lo n ►� 1-- J U '� cp n7 F- 'R U O N rn I - tJ to O "t' j � F - t U to ^I 00 to � : N P7 J ¢ N cp O U _ L0 N CV I iY {coMM cn ¢ » F5 to AMM » EXIST . GRADE K W to ¢ ,-- tai vl M > KW cN V) z t� > P to 1 MMMM K�v� '- N »> r »> F-� ¢ 04 M r m � �' AMM > > ZJ ¢ W W Z ¢ W W rn OVE SEWER zJ ¢ LIJ ,n cp z 6 Q z ¢ W W I W Z ¢'tt W W W co ti "'Q w 02 ��w O x F•- J J O x F- J J co O x i-•- J - o a (O O x i•-- J .J J O h-( J J J tp x ►- J M v U tet" (n W W O d' V• cy) (o v co------ cl) t1T GJ M -j ----- ----- Lu ' M -j L6 m J W J W ..._ W -....-- - ----- -- J '_----w _--------------- ---- ----- W ..----- ------ _---- - --- -_.-.-_- -�--- -_--- .---- -.---- -- -------------'-.' - ---'- ------ . W ------ co - p ----- TO� � ------ ----- ------ ---- ----- ----- --- -_- r� • � � �.,,. � � N�• o� •� 33.44 LF 0 S=11.00% j TOS W 4" LATERAL STUB INO. 6 S - ELEV. 342.33 INV. 4" LAT. ' I S= ' 35% (TR SLOPE) I 5--0.35 SEWER IN RT 0.35 0 (TRUE LOPE) - .- SEWER IN RT S=-0.35% (TRUE SLOPE ' I 7 8 9 10 11 12 13 14 15 16 17 1i CONSTRUCT 195.97 LF (TRUE LENGTH) CONSTRUCT 260.89 LF (TRUE LENGTH) CONSTRUCT 260.89 LF (TRUE LENGTH) CONSTRUCT 184.14 LF (TRUE LENGTH) OF 8" SDR35 PVC SEWER OF 8" SDR35 PVC SEWER OF 8" SDR35 PVC SEWER OF 8" SDR35 PVC SEWER WORK TO BE COMPLETED UNDER CITY OF BAKERSFIELD IN -STREET PERMIT 4" LATERAL B&Ds LATERAL NO. B&D 1 N59�59'56"E 10.00' 2 S69055'22"E 10.00' 3 S69055'22"E 10.00' 4 S69055'22"E 10.00' 5 S69055'22"E 10.00' 6 N20004'38"E 33.44' 7A N72045'21 "W 14.77' 7B N75056'11 2"W 17.00' 7C N57052'30'W 48.29' 7D S8300914"E 75.00' I I NOTES: 1. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO THE CITY FOR APPROVAL- BEFORE PPROVALBEFORE THE BEGINNING OF WORK. 2. CONTRACTOR TO POTHOLE AND VERIFY DEPTH AND LOCATION OF WATERLINE AND STORM DRAIN AND NOTIFY ENGINEER OF ANY POSSIBLE CONFLICTS PRIOR TO THE BEGINNING OF CONSTRUCTION. W- MANHOLE NO. 6B EXIST. GRADE 7 STA. 17+51.55, 35.00LT. OVER SEWER ELEV, 342.92 INV. 4" LAT. E & W ELEV. 342.65 INV. 8" MAIN S °' Nmt-_:N� r, 0) � P� 348 m m `d- �' M 346 344 342 340 338 50L PROFILE 348 4" LATERAL NO. 7D =1.00% SEE DETAIL W- 346 9 344 342 340 338 x �- J 75RT. EXIST. 36' S.D. VERIFY DEPTH * to w STA. 17+51.55, 22±LT. ELEV 3391 C311% � A RECORD DRAWING CE CITY RECORDS NO.: 352 350 348 346 344 342 34fl 338 336 th.28104 fair --id, N mLL CJ p w -✓ W LijJ W --" Bo E& JAC j - 0 C75.00LF® co 1� 4" LATERAL J NO.L7 W INIX n J I W 29 LF @ S=1.00 z 0 W W .....r-------: Q oc Cn U) N f-- j..: ¢ t - zz z r7 ci O O W W z V W Q Q T Z U') r-4- �O V) U -)N / ` m n. R •= Z (� '�� + M 50L PROFILE 348 4" LATERAL NO. 7D =1.00% SEE DETAIL W- 346 9 344 342 340 338 x �- J 75RT. EXIST. 36' S.D. VERIFY DEPTH * to w STA. 17+51.55, 22±LT. ELEV 3391 C311% � A RECORD DRAWING CE CITY RECORDS NO.: 352 350 348 346 344 342 34fl 338 336 th.28104 fair --id, N 0 N W it 0 co U .® ¢ L c:U o0 crn co Uco N -4_ mLL co c)) m W o .5 U C,) ao m c) U pp o C6 c 0 oa p m D - mLL CJ p �4 by �o N s ca o � tttrrr��f 0 N W it 0 co U .® ¢ L c:U o0 crn co Uco N -4_ mLL co c)) m W o .5 U C,) ao m c) U pp o C6 c 0 oa p m D - mLL CJ p 0)U) o J Q a = J Iri rn j - W 2 W c W n U) W z 0 W W _j Q oc ° U) U) Q t - J z 0o6 O W W z V W Q T �O T / ` n. SHEET NO. t OF 10 20' VIDE SEWER EASEMENT TO CITY OF BAKERSFIELD, DOCUMENT NO. 0214058255, O.R. 5/23/2014 CONSTRUCT MH NO. 10 STA. 9+90.01, 2.94RT. E -W = �9J STA. 9+97.09, 10.00LT. N -S S44'07'51 "E 10.00'-' COUNTY OF KERNN SCALES HORIZONTAL: 1"=40' VERTICAL- 1'=4' 20 0 40 80 40 10 SEC. 1 T.31S., R.27E. EXIST. PROPERTY LINE t1 & � OF CONSTRUCTION S89VJ'12"E 1 S89�03'12"E`J,72.21' - - - - i - S - - - - INSTALL 8" SEWER 001-4 20' WIDE SEWER EASEMENT TO CITY z o 0 OF BAKERSFIELD, DOCUMENT N0. N C I T Y OF 0214009191, O.R. 1/27/2014 iR N N BAKERSFIELD� J"0= Qcr_ d- oU a NM O N W 3 W co N O O V W W = QQ o END BORE & JACK w ? c� o STA. 15+79.77 SEWER m �, o63 o ExiST. 3s• SfiORM DRAIN ,� Jc-, SEE E� E SHEET 2 mPAR CEL 4 STA. 15+73± ; % /v � + PM 10717 PH. 1 W-2 CONSTRUCT MH NO. 5 i J "' 184-160-44 g STA. 15+67.77 SEWER�_ V) N60'59'43"E 26.25BEGIN BORE & JACK • STA. 16+21.77 SEWER " ' � I / " _ _ _CONSTRUCT 4" LATERAL 13 14 15 L / j — N0, 6, SEE SHEET 2 ----1-- - -- ---I--- -- -- ---I--- - -� is l/ C) S8903'12" 272.22' S69SS l f ' SO'56'48'W 10.00' x —S l / r222�1TS� / i; CONSTRUCT 4" LATERAL -------------------------------------------------------- _� NO. 5, SEE SHEET 2 LO 2n w Ld 3 / L No Q 130, / it CONSTRUCT MH NO. 4 W-2 ZX C14 W PARCEL 5 // 3 STA. 16+39.77 SEWER 9 PM 10717 PH. 2 C p / /8' / 60 184-160-39 X ^i L'i��, �' l j \� g t CONSTRUCT 8" SEWER, SEE SHEET 2 SEE SHEET 2 3 o> I -N NO No IN) I I I LO � � O IM M 0 d I (1 W o W co U o0 ole c Z NOTES: NOTES: O �6 O a � O Orn Jld M z oC4 0 r N TOP OF EXIST. �� M� Z SEE SHEET 4 � L J 6> O I¢- a a FQ C.> V) C.> V) 348 ----- ++ (!j ----- ----- _j �i 00 o0 Q z d W a. > NN -- W ZZ >>> m > I o W _- tz N Z ul Gt �mCOto O 1(0 LO f"OooM ccm�Qo n O STA. 9+90.01, 2.94RT. E -W = �9J STA. 9+97.09, 10.00LT. N -S S44'07'51 "E 10.00'-' COUNTY OF KERNN SCALES HORIZONTAL: 1"=40' VERTICAL- 1'=4' 20 0 40 80 40 10 SEC. 1 T.31S., R.27E. EXIST. PROPERTY LINE t1 & � OF CONSTRUCTION S89VJ'12"E 1 S89�03'12"E`J,72.21' - - - - i - S - - - - INSTALL 8" SEWER 001-4 20' WIDE SEWER EASEMENT TO CITY z o 0 OF BAKERSFIELD, DOCUMENT N0. N C I T Y OF 0214009191, O.R. 1/27/2014 iR N N BAKERSFIELD� J"0= Qcr_ d- oU a NM O N W 3 W co N O O V W W = QQ o END BORE & JACK w ? c� o STA. 15+79.77 SEWER m �, o63 o ExiST. 3s• SfiORM DRAIN ,� Jc-, SEE E� E SHEET 2 mPAR CEL 4 STA. 15+73± ; % /v � + PM 10717 PH. 1 W-2 CONSTRUCT MH NO. 5 i J "' 184-160-44 g STA. 15+67.77 SEWER�_ V) N60'59'43"E 26.25BEGIN BORE & JACK • STA. 16+21.77 SEWER " ' � I / " _ _ _CONSTRUCT 4" LATERAL 13 14 15 L / j — N0, 6, SEE SHEET 2 ----1-- - -- ---I--- -- -- ---I--- - -� is l/ C) S8903'12" 272.22' S69SS l f ' SO'56'48'W 10.00' x —S l / r222�1TS� / i; CONSTRUCT 4" LATERAL -------------------------------------------------------- _� NO. 5, SEE SHEET 2 LO 2n w Ld 3 / L No Q 130, / it CONSTRUCT MH NO. 4 W-2 ZX C14 W PARCEL 5 // 3 STA. 16+39.77 SEWER 9 PM 10717 PH. 2 C p / /8' / 60 184-160-39 X ^i L'i��, �' l j \� g t CONSTRUCT 8" SEWER, SEE SHEET 2 SEE SHEET 2 3 o> I -N NO No IN) I I I LO � � O IM M 346 344 342 340 338 336 "334 EXIST. GRADE >� OVER SEWER co I" to LO 1p li O Z z U O Z O u OrD N 0 d Lu W o W co U o0 ole c 6� NOTES: NOTES: O �6 O a � a�s o a't' t co Jld M co + 0 r N TOP OF EXIST. �� M� Z co J M (_e L J 6> O I¢- O FQ C.> V) C.> V) 348 ----- WZ 00 m (!j 346 344 342 340 338 336 "334 EXIST. 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ELEV 338± CONSTRUCT SADDLE t SEE DETAIL D-9 10 - - W r '� v' + i �L0n >�LLi V1W w o00+ m Lf., 0 Q BOTTOM OF TRENCH SEE DETAIL ST -13 10 1 e 0 W O N m+ SEE DETAIL W- Z 9 m ►� U: BORE & JACK 42.00 LF OF 8" SDR35 PVC SEWER 16'0/4" WALL CASING DETAIL — COMPAGNONI STREET CROSSING SCALE: 1"=4' 4 1'5 2 W o ole ,Wo W NOTES: NOTES: INSTALL TEMPORARY 0- - a L i I '- a�s o a't' t to 'K' RAIL Q U 0I N TOP OF EXIST. I ¢ N ;¢ Q �j L J C-0 PAVEMENT iN N W u' .—,._....----------------_.---- — --- -------- ----------------- i __'_--------------------------- J ----- 1.5 LIMITS OF 1 W O BEGINNING OF CONSTRUCTION. EXCAVATION U) Z BOTTOM OF TRENCH SEE DETAIL ST -13 10 1 e 0 W O N m+ SEE DETAIL W- Z 9 m ►� U: BORE & JACK 42.00 LF OF 8" SDR35 PVC SEWER 16'0/4" WALL CASING DETAIL — COMPAGNONI STREET CROSSING SCALE: 1"=4' 4 1'5 2 W NOTES: NOTES: 0- - 1. CONTRACTOR SHALL SUBMIT TRAFFIC w o T_ CONTROL PLAN TO THE CITY FOR APPROVAL J Q U BEFORE THE BEGINNING OF WORK. U 2. CONTRACTOR TO POTHOLE AND VERIFY Q �j L J DEPTH AND LOCATION OF WATERLINE AND p co , STORM DRAIN AND NOTIFY ENGINEER OF w ANY POSSIBLE CONFLICTS PRIOR TO THEZ W O BEGINNING OF CONSTRUCTION. U) Z r O 0. Cr G O a: U RECORD DRAWING CERT v ESS ION R�F/,D4,� SHEET NO. 1 F Np 2MM tea, i•L m � O F CITY RECORDS NO.: P�fj� I t �sJ�' 10 25 26 27 28 29 16m I �0, ZL - a 184-160-13 ASPHALT SURFACE AFTER o wi z oa z``' zW ^SN0'47'29"E ---- 196.17' , p �op o•�a a z C6 NQ OO Z 6 cam', 'h; I PM PH. 1 184-160-44 I 04 r-- vi O c ofr-- 00 00 tt7 Uot`=`'vrzo m C-3© O N M � O ti OF KERN 1 I r •i ¢ �r zO ¢ <t o rQ- U t--f— V) V) V) U V) V) U V) 20' WIDE SEWER EASEMENT TO CITY EXIST. WATER WELL, CONCRETE PAD, & STORAGE TANK. DO NOT DISTURB. SEE DETAIL A 4 OF BAKERSFIELD, DOCUMENT NO. 3 �' 3 a')3 "' 0214058255, O.R. 5/23/2014 r--: REPAIR EXIST COLD MIX s oJ ; N! ' o Y - a 184-160-13 ASPHALT SURFACE AFTER o wi z oa z o SEWER CONSTRUCTION ^SN0'47'29"E ---- 196.17' , REPAIR EXIST. CONCRETE PAD s oJ ; N! 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I _,� �� u ._._ ��.I _ s - I I 11 r 12 13 NO J6 29 E 471.34 �-- W IR —IR IR � 16 1-N074'9�,51� I- - - I- - - - __ -I— - - I- - - w CAUTION: EXIST. CATV I I ¢H 1.32..62; IE I R LIP o °2 5 NO'36'29"E 367.18'---- 5 = LINE. CONTRACTOR TO I I M I, ' I _ _ TE_ _ _ _ _ �/ _ _ _� _ _ _ _ �/L _ _ GUTTER LIP/ - to LOCATE AND POTHOLE I o N`�',� i' i - _ _�� _nH _ iu� _ _ _ _ . _ _ _ _ _ GUTTER - - W PARCEL A PRIOR TO CONSTRUCTION I II 1 I"'o ` �i __ __ __ __ _ i _ __ _ _ __ _ __ __ LLA 149-03 " ' II � I� i I yf GUTTER 41 i'— T 184-160-30 W- CONSTRUCT 4 WYE II N ,z I I�f - REPAIR ALL ITEMS PER ___ R/W I PARCEL 3 COUNTY OF KERN STDs. PARCEL 2 9 TA. 15+37.96, 10.001-T.l� "' i PM 8250PM ' 8250 II 1 ■ *� RE CALTRANS R/W jI jI II I II 514-060-20 1 ,vCO i tR1�-�/ 514-060-19fi* lJly � + It �7- FUTURE CALTRANS R/W O F KERN --- T� T� ,T��S=IET T�Q � Nvu(c . .E �S 313.. d .J..'` �1 QI-= LL' U V) C-5 w t--: o� =F -UJ �wU�' z W � °NOTE: CONTRACTOR SHALL S2 6x - co Q SUBMIT TRAFFIC CONTROL PLAN REFER TO LEGEND, SHEET 1 w z TO THE COUNTY FOR APPROVAL ? Q cn cn BEFORE THE BEGINNING OF WORK. REVISION SUBMITTED BY: EXISTING CALTRANS R/W 3 20' WIDE SEWER EASEM TQ 3 0.) OF BAKERSFIELD, DOCUMENT NO. 3 t6 0 0214058255, Q.R. 5/23/2014 m Ip z o REPAIR EXIST. 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CONTRACTOR TO I I M I, ' I _ _ TE_ _ _ _ _ �/ _ _ _� _ _ _ _ �/L _ _ GUTTER LIP/ - to LOCATE AND POTHOLE I o N`�',� i' i - _ _�� _nH _ iu� _ _ _ _ . _ _ _ _ _ GUTTER - - W PARCEL A PRIOR TO CONSTRUCTION I II 1 I"'o ` �i __ __ __ __ _ i _ __ _ _ __ _ __ __ LLA 149-03 " ' II � I� i I yf GUTTER 41 i'— T 184-160-30 W- CONSTRUCT 4 WYE II N ,z I I�f - REPAIR ALL ITEMS PER ___ R/W I PARCEL 3 COUNTY OF KERN STDs. PARCEL 2 9 TA. 15+37.96, 10.001-T.l� "' i PM 8250PM ' 8250 II 1 ■ *� RE CALTRANS R/W jI jI II I II 514-060-20 1 ,vCO i tR1�-�/ 514-060-19fi* lJly � + It �7- FUTURE CALTRANS R/W O F KERN --- T� T� ,T��S=IET T�Q � Nvu(c . .E �S 313.. d .J..'` �1 QI-= LL' U V) C-5 w t--: o� =F -UJ �wU�' z W � °NOTE: CONTRACTOR SHALL S2 6x - co Q SUBMIT TRAFFIC CONTROL PLAN REFER TO LEGEND, SHEET 1 w z TO THE COUNTY FOR APPROVAL ? Q cn cn BEFORE THE BEGINNING OF WORK. REVISION SUBMITTED BY: 350 348 346 344 342 340 338 336 334 332 330 �C-12-ir DATE 6,257-1 DATE RECORD DRAWING CE A.<<��. 5. Z 10 -717 sf cry CITY RECORDS NO.: Opp' 4 15 16 17 18 19 20 21 22 23 24 25 2'6 2 28 29 U ©m co rn c 0) Q 000 c: (Dcow _c 2 0) 65 W o c) U co co I) m wT M �m a m m 0 U) 0 W 0 A J U W a 0 Z U) U) 0 o= U F— F- s g m U) ci � O a 9 u) 3 t6 O LuZ w J J (D m Ip a 0` Q ii U I— cill:oD )c" cl w )m CRL- 3 2 O W L W w z O RICHARD MEYER, RCE 28104 EXP. - 1-2016 to --� N W N t-- W ems— O (1) CD Q L 3 J co M M 06 M M M M M m r- r� M 3 �, = m �) u) REVISION APPROVED BY: ci w o j W Y U o > � Y C3 > w o� > z, > W w O z > � �' U a ciii 2 ao :~ IZ N Fy ,w W z w z w �z w Qz w z w OF = w cn w� z zo Zc >> M g M c0 W Qa Qm o 00 Q 00 O U z z • O Cl F- U O h F- U N IYj W U t[) O W U C3i F- N U d V O+ p Z to CV •d q Q w Q O C7 U h U -- r7 Z` h (p M to to Ki M +, m � z -I- o o °° + � a T 0 RY + z � + -* Q U + o + x + N '- z °° z� + M M O M M MARIAN P. 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N M U (o ,- d I r Q I S=-0. 5% — • S=-0 25% I i N $ _ — '.35;a —i ---_ __ _ SEVER INVER I . m U i ELEV. 333.21 �z 1 0 ¢ 1 - - — 11 12 13 0 11 12 _--P14 13 15 1610 CONSTRUCT 196.17 LF OF 8" SDR35 PVC SEWER CONSTRUCT 163.26 LF OF 8" SDR35 PVC SEWER CONSTRUCT 138.30 LF OF 8" SDR35 PVC SE SQUIRED BORE UNDER CONSTRUCT 308.49 LF OF 12" SDR35 PVC SEWER CONSTRUCT 13.07 LF (TRUE LEGTH) CONSTRUCT 13.07 LF (TRUE LEGTH) OF 8" SDR35 PVC SEWER OF 8" SDR35 PVC SEWER CALTRANS ENCROACHMENT PERMIT BORE & JACK 24.00 LF OF 8" SDR35 PVC SEWSW- 8" SDR35 PVC IN 16"x3/8" WALL CASING 16"x3/8" WALL CASING 9 W_ t WORK TO BE COMPLETED UNDER KERN COUNTY ENCROACHMENT PERMIT 350 348 346 344 342 340 338 336 334 332 330 �C-12-ir DATE 6,257-1 DATE RECORD DRAWING CE A.<<��. 5. Z 10 -717 sf cry CITY RECORDS NO.: Opp' 4 15 16 17 18 19 20 21 22 23 24 25 2'6 2 28 29 U ©m co rn c 0) Q 000 c: (Dcow _c 2 0) 65 W o c) U co co I) m wT M �m a m m 0 U) 0 W 0 A J U W a 0 Z U) U) 0 o= U F— F- s g m U) ci � O a 9 u) 3 t6 O LuZ w J J (D m Ip a 0` Q ii I— w 2 O W L W w z O --� W C) t-- W (1) Q L J co 06 W >w --1 W w u) i� T O T 75 IZ N Fy SHEET NO. OF �" 10 SEWER, SEE SHEET 7 I I ! o z MODIFY EXIST. SEWE LIFT STATION & to rn FORCE MAIN, SEE PLAN SHEET 8 co "' N38'48'51"W 22.99' CONSTRUCT MH NO. 32 I l Z x - - --xI3E6IN BORE STA. 10+14.79, 41.46LT. E -W = rL j C°� - - �r -- - � STA. 10+41.39, 15.00RT. HUGHES co / k - •� X STA. 10+00.00 E = o HUGHES LN. STA. 10+00.00 N I - \ NO'S3'29"E 31 67' 2286333.77 N 62541 .16 ,---cif,r;_to \' NEXIST. RETENTION BASIN SITEN EXIST. 30 D.� .., i 00 ~ NC5 O 0 O Z � STA. 23+20.84 N U Z CENTER SECTION 36, T.30S., 2287654.54 N EWMID-LINE R27E., M.D.B.M. FOUND BRASS 6254198.06 E- [S�60N 36, T.30S., R.27E. & McKEE CAP IN CONCRETE MONUMENT. - - o ROAR -_ - - PROJECT DATUM ELEV. = 350.76 w XJ ' 20 WIDE SEWER EASEMENT TO CITY ------------,_a',----�-- I = ¢ic 3 x -o- U --�---- 1 -------------------- - - - EXIST. 30" S.D. i - - -- - -- - - -- - g� O N I i = `'' _ � N W STA. 11+88#; 9LT.t E -W = 11+11 STA. 10+08±, 18811T.t N -S 111RT w '- z w I I-- r A C`3 �- Z � +i a) cl) °- D CONSTRUCT MH NO. 29 & 8" STUB 5' WET W- "' v I � I w (n Z z =riIrj3ri --1 0:: U U Q c0 STA. 11+08:00, 10.00RT. E -W = 11+26.30 O¢ 9 N w 3 v 3 � Z I N STA. HUGHES LN. 9+81.36, 126.25RT. I �iJ N N 00 o 4T +Fzo ¢ ----- Z� _j I- � X.J 2 U G U �pr�7W�' I�r 31-96 _ U z I� U -' CL o,H'�_ 3 W Z �L 514-�J' 60-12 SCALES ' 15 Ns + Z '- ao W ci Lo Q �(~ tZ C) W Z cV O Lo ' O w = '� C) O 00 z 00 Lu 'q' M I co U �o o N M 0 " EXIST. 4 FORCE MAIN �� I _ M 00 + U 00 W V_ 06 06 TO BE REMOVED Lf% u")O HW w r� O m m o m W o wZ _ Cn�O o N^ I < �� Zu W CONSTRUCT 12" cW ' 1 M z 3 U (n W (n N SEWER, SEE SHEET 7 I I ! o z MODIFY EXIST. SEWE LIFT STATION & to rn FORCE MAIN, SEE PLAN SHEET 8 co "' N38'48'51"W 22.99' CONSTRUCT MH NO. 32 I l Z x - - --xI3E6IN BORE STA. 10+14.79, 41.46LT. E -W = rL j C°� - - �r -- - � STA. 10+41.39, 15.00RT. HUGHES co / k - •� X STA. 10+00.00 E = o HUGHES LN. STA. 10+00.00 N I - \ NO'S3'29"E 31 67' 2286333.77 N 62541 .16 ,---cif,r;_to \' NEXIST. RETENTION BASIN SITEN EXIST. 30 D.� .., i 00 ~ NC5 O 0 O Z � 35C 34E 34E 344 342 340 338 336 334 332 330 328 326 _LI W W X _I SEC. 36 r. 0S. i R, 27 r . ' SIJ SIJ SIJ �I� c0 Lo C'4 cr C14 OfO X Z p Y Z Cl Q O CO O C:O r7 Z M Z X -ZD CMN :3= 'q: �c' OF I- C) � I- r; w +- u) �Lrt Or �+ of�+ o5+ _+ BA/ KrRS IrLO� Z a oZ ¢ z ¢ z +\ON W S N m U N O U U N - -4- "E 991. 15QH s S89s 6'31"E 230:35' s 210.35 S+\ I_ -� �`,/ \\� p CONSTRUCT 12" SEWERLLJ ° �A PARCEL F� ,v r J Jj�, r�� (n L_2�_-`�S89_06311,'�E\79Q83' 1 ,1.A 31 - 0 0 - -- - •14--060- •1 i �- I r c� o a rr� 1� - O r K r 1 \ 1\1"'j ASSURE MANHOLE IS CLEAR OF FENCELINE ' �i WORK TO BE COMPLETED UNDER KDWD ENCROACHMENT PERMIT i u IN MIAMI i u i J U Z 20 0 S89S'06'31" 230.36 3a' 3a' N ,J o O Z c¢~n \ 224.06 XJ ' 20 WIDE SEWER EASEMENT TO CITY ------------,_a',----�-- I = ¢ic 3 x -o- U --�---- 1 -------------------- - - - EXIST. 30" S.D. i - - -- - -- - - -- - OF BAKERSFIELD, DOCUMENT N0. 0214073658, O.R. 6/27/2014 O N I i = `'' _ vi � STA. 11+88#; 9LT.t E -W = 11+11 STA. 10+08±, 18811T.t N -S 111RT w '- z w I I-- M Z � +i a) cl) °- Lo CONSTRUCT MH NO. 29 & 8" STUB 5' WET W- "' v I � I w (n Z z Z --1 0:: U U Q c0 STA. 11+08:00, 10.00RT. E -W = 11+26.30 O¢ 9 N w 3 v 3 � 348 > N STA. HUGHES LN. 9+81.36, 126.25RT. I ._ o = ui 00 o 4T +Fzo ¢ ----- Z� _j E SEWER EASEMENT TO CITY---:_ - - - - - I� O U �pr�7W�' I�r 31-96 OF BAKERSFIELD, DOCUMENT NO. U z I� U -' ' �' "� o) ao O 3 W Z �L 514-�J' 60-12 SCALES 0214142708, O.R. 11/18/2014 Ns + Z '- ao W ci _S f N 35C 34E 34E 344 342 340 338 336 334 332 330 328 326 _LI W W X _I SEC. 36 r. 0S. i R, 27 r . ' SIJ SIJ SIJ �I� c0 Lo C'4 cr C14 OfO X Z p Y Z Cl Q O CO O C:O r7 Z M Z X -ZD CMN :3= 'q: �c' OF I- C) � I- r; w +- u) �Lrt Or �+ of�+ o5+ _+ BA/ KrRS IrLO� Z a oZ ¢ z ¢ z +\ON W S N m U N O U U N - -4- "E 991. 15QH s S89s 6'31"E 230:35' s 210.35 S+\ I_ -� �`,/ \\� p CONSTRUCT 12" SEWERLLJ ° �A PARCEL F� ,v r J Jj�, r�� (n L_2�_-`�S89_06311,'�E\79Q83' 1 ,1.A 31 - 0 0 - -- - •14--060- •1 i �- I r c� o a rr� 1� - O r K r 1 \ 1\1"'j ASSURE MANHOLE IS CLEAR OF FENCELINE ' �i WORK TO BE COMPLETED UNDER KDWD ENCROACHMENT PERMIT i u IN MIAMI i u i 328 10 -- 326 64.16 LF BORE & JACK 22..99 -EF (TRUE LENGTH) OF 12" SDR35 PVC SEWER GermsGT 31:67 LF OF 1n� " SDR35 PVG SEMR PROFILE A 6 S= }1:35% 8" STUB 5' WEST S=-0.35% G CONSTRUCT 224.06 LF OF 12" SDR35 PVC REVISION SUBMITTED BY: RICHARD MEYER, RCE 281 Q XP. 3-31-2016 DATE REVISION APPROVED BY: f } MAR1 P. SHAW, C 178, EXP. 6-6-2017 DATE REFER TO LEGEND, SHEET 1 M 3N w z a� 1 LOT 79 N CITY Or N o TRACT AP No. 5352 Z � N J\ PHASE 1 BAKE RS FIr L D ---.j M o 514-740-01 STA. 19+91.00 E -W = +,++, EXIST. PROPERTY STA. 23+21.34 N -S Z, N LINE & t OF 2286318.36 N o N N CONSTRUCTIO 6255175.05 E 18 19 20 s s 89'06'31 "E 298.28' s s --N44'15'01 "W 10.00' --------------- � -------------(-------------- - --------------------------- F- 10' N II I II / i u LOT 1 J J r \1 ��u w W LLA 1 20-•05 '`' C r t � N N = N o I¢ 514-060-10 F-' I r � o � ASSURE MANHOLE IS 20' WIDE SEWER EASEMENT TO CITY z z cN.I CLEAR OF TOE OF CANAL OF 02131812087, O.R. 8/07/201SFIELD, DOCUMENT 03 SEE SHEET 5 Z BANK A 2 U N Z O U J U N N 20 0 40 80 3a' 3a' N a w w o m EXIST. GRADE M o c¢~n \ 350 XJ U V' M 3 C7) N 10M W O N 40 10 I-- M Z � a) cl) 000 Lo c j O � r-,I-'� � X o� m¢r U � U 3 Dc" - 3 oMo 3 0),U 348 > N 'IT co MM ._ ?! -� "'o) ¢ ----- Z� _j - - - - - - - - - - - I� O N �pr�7W�' U ff7 3 Q' O 3 W Z Z o N Ns + Z '- ao W ci _S f N O W O n Lu 06 M U co U 00 NEI v C14 rn i + M om O_' Lf% u")O Coco co W m M T z Lq J O m m O p wZ 1- Cn�O N N^ F- m O) Z W Z W'- Q = NN O OMM W O O W = cfl (n N►- d 000 n Z Q wy W I- INVERT Cl) 00 > > > �JJJ C~j O+ M 352 0 +d- d U F --IJ Nww U = O U Cki cnwww / ro 328 10 -- 326 64.16 LF BORE & JACK 22..99 -EF (TRUE LENGTH) OF 12" SDR35 PVC SEWER GermsGT 31:67 LF OF 1n� " SDR35 PVG SEMR PROFILE A 6 S= }1:35% 8" STUB 5' WEST S=-0.35% G CONSTRUCT 224.06 LF OF 12" SDR35 PVC REVISION SUBMITTED BY: RICHARD MEYER, RCE 281 Q XP. 3-31-2016 DATE REVISION APPROVED BY: f } MAR1 P. SHAW, C 178, EXP. 6-6-2017 DATE REFER TO LEGEND, SHEET 1 M 3N w z a� 1 LOT 79 N CITY Or N o TRACT AP No. 5352 Z � N J\ PHASE 1 BAKE RS FIr L D ---.j M o 514-740-01 STA. 19+91.00 E -W = +,++, EXIST. PROPERTY STA. 23+21.34 N -S Z, N LINE & t OF 2286318.36 N o N N CONSTRUCTIO 6255175.05 E 18 19 20 s s 89'06'31 "E 298.28' s s --N44'15'01 "W 10.00' --------------- � -------------(-------------- - --------------------------- F- 10' N II I II / i u LOT 1 J J r \1 ��u w W LLA 1 20-•05 '`' C r t � N N = N o I¢ 514-060-10 F-' I r � o � ASSURE MANHOLE IS 20' WIDE SEWER EASEMENT TO CITY z z cN.I CLEAR OF TOE OF CANAL OF 02131812087, O.R. 8/07/201SFIELD, DOCUMENT 03 SEE SHEET 5 Z BANK A 2 U N Z O U 1 O M M �- o to 3a' 3a' Z 01- a w w o m EXIST. GRADE M o c¢~n \ 350 350 U V' J J w w U w 0) OVER SEWER cqa N 10M 348 M a) cl) S Lo Its � � X o� m¢r U � m o r oW - W 346 > 348 348-k 'IT co MM co ?! -� W -- ------- ¢ ----- ------ ---------------------- - - - - - - - - - - - - - - - - - - - - - -- k W w W W Z 1i Z W Z W _S f N W O n Lu W U co U 00 NEI v v rn 328 10 -- 326 64.16 LF BORE & JACK 22..99 -EF (TRUE LENGTH) OF 12" SDR35 PVC SEWER GermsGT 31:67 LF OF 1n� " SDR35 PVG SEMR PROFILE A 6 S= }1:35% 8" STUB 5' WEST S=-0.35% G CONSTRUCT 224.06 LF OF 12" SDR35 PVC REVISION SUBMITTED BY: RICHARD MEYER, RCE 281 Q XP. 3-31-2016 DATE REVISION APPROVED BY: f } MAR1 P. SHAW, C 178, EXP. 6-6-2017 DATE REFER TO LEGEND, SHEET 1 M 3N w z a� 1 LOT 79 N CITY Or N o TRACT AP No. 5352 Z � N J\ PHASE 1 BAKE RS FIr L D ---.j M o 514-740-01 STA. 19+91.00 E -W = +,++, EXIST. PROPERTY STA. 23+21.34 N -S Z, N LINE & t OF 2286318.36 N o N N CONSTRUCTIO 6255175.05 E 18 19 20 s s 89'06'31 "E 298.28' s s --N44'15'01 "W 10.00' --------------- � -------------(-------------- - --------------------------- F- 10' N II I II / i u LOT 1 J J r \1 ��u w W LLA 1 20-•05 '`' C r t � N N = N o I¢ 514-060-10 F-' I r � o � ASSURE MANHOLE IS 20' WIDE SEWER EASEMENT TO CITY z z cN.I CLEAR OF TOE OF CANAL OF 02131812087, O.R. 8/07/201SFIELD, DOCUMENT 03 SEE SHEET 5 Z BANK A 2 U N Z O U 1 O M M �- o to 3a' 3a' Z 01- a w w o m EXIST. GRADE M o c¢~n \ 350 350 U V' J J w w U w 0) OVER SEWER cqa N 10M 348 M a) cl) S Lo N T � � X o� m¢r U � m o r oW - W 346 > 348 348-k 'IT co MM co ?! -� W -- ------- ¢ ----- ------ ---------------------- - - - - - - - - - - - - - - - - - - - - - -- k W w W W Z 1i Z W Z W _S f N W O n Lu W U co U 00 ��° °Q � v v rn 346 346 IZ Lf% 00 Coco co W m M T z C+O 338 2 (n N^ O) JJLLJLLJ S W J m F RCEMAIN O n 336 O O W O ON 1- rr 0 0 of INVERT o Q N U (0� 00 Q M M / 332 344 344 co 00 ---- ------ ----- ------ -u 3: Jn o6 y \� 330 r*-: �-- CONSTRUCT 10.00 LF ----- (TRUE LENGTH) OF ' S=0.51% (TRUE SLOPE 12" SDR35 PVC SEWER W Ld W 342 342 9� O T_ U 06 W N SHEET NO. W. 28104 9 0 W co OF CO STRUCT 53.08 LF 10 (y�rat4F0 340 340 I(TRI E LENGTH OF 12 x [TirFUTURE [�SDR 35 PVC SEWER 2" PIPELI E J .. ELEV. 3 .72 0 338 338 Z N O 336 336 x 334 334 332 332 -x S=0.15 330 330--4 _ 0 8" nje X Wm 11 1 IP, 328 10 -- 326 64.16 LF BORE & JACK 22..99 -EF (TRUE LENGTH) OF 12" SDR35 PVC SEWER GermsGT 31:67 LF OF 1n� " SDR35 PVG SEMR PROFILE A 6 S= }1:35% 8" STUB 5' WEST S=-0.35% G CONSTRUCT 224.06 LF OF 12" SDR35 PVC REVISION SUBMITTED BY: RICHARD MEYER, RCE 281 Q XP. 3-31-2016 DATE REVISION APPROVED BY: f } MAR1 P. SHAW, C 178, EXP. 6-6-2017 DATE REFER TO LEGEND, SHEET 1 M 3N w z a� 1 LOT 79 N CITY Or N o TRACT AP No. 5352 Z � N J\ PHASE 1 BAKE RS FIr L D ---.j M o 514-740-01 STA. 19+91.00 E -W = +,++, EXIST. PROPERTY STA. 23+21.34 N -S Z, N LINE & t OF 2286318.36 N o N N CONSTRUCTIO 6255175.05 E 18 19 20 s s 89'06'31 "E 298.28' s s --N44'15'01 "W 10.00' --------------- � -------------(-------------- - --------------------------- F- 10' N II I II / i u LOT 1 J J r \1 ��u w W LLA 1 20-•05 '`' C r t � N N = N o I¢ 514-060-10 F-' I r � o � ASSURE MANHOLE IS 20' WIDE SEWER EASEMENT TO CITY z z cN.I CLEAR OF TOE OF CANAL OF 02131812087, O.R. 8/07/201SFIELD, DOCUMENT 03 SEE SHEET 5 Z BANK A 2 U N Z O U S=0.1 CONSTRUCT 250.35 LF 12" SDR35 PVC SEWER CONSTRUCT 33.20 LF (TRUE LENGTH) OF 12" SDR35 PVC SEWER oc IY� 1 3rn �rn 3a' 3a' poll ✓44 In, O rr N 10M 348 M a) cl) S Lo N M N o� m¢r U � m o r oW 346 > ? w aa) N > N > a p ¢ ii 344 Fes.- W Z W Z w Z W Z W _S f N O n Lu W U co U 00 ��° °Q � v v rn 340U) IZ Lf% 00 Coco co W m M T z C+O 338 2 (n N^ O) JJLLJLLJ S W J m �- O n 336 O O W O ON 1- rr 0 0 of U o Q N U (0� 00 Q M M / 332 � co 00 ---- ------ ----- ------ -u 3: Jn o6 y \� 330 r*-: �-- CONSTRUCT 10.00 LF ----- (TRUE LENGTH) OF co WI 12" SDR35 PVC SEWER W Ld W T W 9� O T_ U 06 W N SHEET NO. W. 28104 9 0 W co OF 10 (y�rat4F0 w [TirFUTURE 2" PIPELI E .. ELEV. 3 .72 0 S=0.1 CONSTRUCT 250.35 LF 12" SDR35 PVC SEWER CONSTRUCT 33.20 LF (TRUE LENGTH) OF 12" SDR35 PVC SEWER oc IY� 1 '- poll ✓44 In, rr 10M 348 a) cl) S Lo o� m¢r U � m o r oW rn r 346 ? w aa) a p ¢ ii -------- - ---II N -__ S= .150 BOTTO OF TJ --- 71 16 CASING BORE & JACK 79.83 LF OF 12" SDR35 PVC SEWER 20"x3/8" WALL CASING 1_3 1�A M M N M Z W Z W O O + n + O 01 K N CD O O EXIST. GRADE oi oi U N U N coJ W ------ W W W %� 6 mom CONSTRUCT 298.28 LF OF 12" SDR35 PVC SEWER CONSTRUCT 34.96 LF (TRUE LENGTH) OF 12" SDR35 PVC SEWER tall 100111111F. -A - - - I - � 0 ml/, U0,0 RECORD DRAWING CE Ste. 2 - 16 7)"7 CITY RECORDS NO.: 3 N wI z 0 0 C3 O N 00 + + N N U coo 0 co 9) co co Uco -� m W O Uco lqlrco co CA U M �00 T 0 Cry c o0 c 0 tr 350 '- ✓44 rr 10M 348 a) cl) S Lo o� m¢r U � m o r oW rn r 346 ? w aa) a p ¢ ii 344 Fes.- W W 342 Lu W 340U) CL z 338 2 336 W O W 334 Q Q 332 � 3: Jn o6 O 330 cr �-- CONSTRUCT 10.00 LF Lu (TRUE LENGTH) OF co 12" SDR35 PVC SEWER W Ld W T W O T_ U N SHEET NO. W. 28104 9 0 OF 10 (y�rat4F0 '7 1. GENERAL STANDARD NOTES CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT, AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE CONSTRUCTION. TELEPHONE 1-800-277-2600. CONTRACTOR TO CALL FOR USA TO LOCATE AND POTHOLE ALL MARKED U11LIlIES THAT CROSS OR ARE WITHIN 15' HORIZONTAL DISTANCE OF SEWER LINES. VERTICAL AND HORIZONTAL LOCATIONS SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY THE CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -12, EXCEPT AS NOTED ON PLANS. 2. PVC GRAVITY SEWER PIPE MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D-3034 AND SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D-2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 3. DUCTILE IRON PIPE MATERIALS: DUCTILE IRON PIPE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST REVISION OF ANSI/AWWA C150/A21.50 FOR A MINIMUM 150 PSI RATED WORKING PRESSURE PLUS A 100 PSI SURGE ALLOWANCE, DUCTILE IRON PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST REVISION OF ANSI/AWWA C151/A21.51. EACH PIPE SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST OF AT LEAST 500 PSI AT THE POINT OF MANUFACTURE. THE CLASS OR NOMINAL THICKNESS, NET WEIGHT WITHOUT LINING, AND CASTING PERIOD SHALL BE CLEARLY MARKED ON EACH LENGTH OF PIPE. ADDITIONALLY, THE MANUFACTURER'S MARK, COUNTRY WHERE CAST, YEAR IN WHICH THE PIPE WAS PRODUCED, THE LETTERS "DI", AND "WASTE WATER" SHALL BE CAST OR STAMPED ON THE PIPE. JOINTS: ALL PIPE SHALL BE FURNISHED WITH PUSH -ON TYPE JOINTS,. JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C111/A21.11, OF LATEST REVISION, AND BE FURNISHED COMPLETE WITH ALL NECESSARY ACCESSORIES. FIELD WELDING: ALL PROCEDURES SHALL MEET AWWA C-206. LININGS: DUCTILE IRON PIPE SHALL BE PROVIDED A STANDARD ASPHALTIC EXTERIOR COATING IN CONFORMANCE WITH ANSI/AWWA C110/A21.10. IF A DUCTILE IRON PIPE IS INSTALLED IN A POTENTIALLY CORROSIVE SOIL ENVIRONMENT, THEN PIPE SHALL BE POLYETHYLENE ENCASED PER ANSI/AWWA C105/A21,5. 4. PVC SEWER FORCEMAIN MATERIALS:. PVC PIPE SHALL BE MANUFACTURED FOR USE IN WATER SYSTEMS EXCEPT THAT THE COLOR OF PIPE SHALL BE OTHER THAN BLUE AND SHALL BE DESIGNATED AS CLASS 150 (DR18) OR CLASS 200 (DR14), AND SHALL COMPLY WITH AWWA C900 SPECIFICATIONS FOR 12" AND LESS, AND AWWA C905 FOR PIPE 14" TO 36" IN DIAMETER. OUTSIDE DIAMETER OF PVC PIPE SHALL BE EQUIVALENT TO CAST IRON PIPE. JOINTS: PVC PIPE SHALL HAVE ELASTOMERIC GASKET JOINTS, EITHER GASKET BELL AND SPIGOT TYPE OR PLAIN END WITH GASKET COUPLING TYPE. FITTINGS: SPECIALS AND FITTINGS SHALL BE DUCTILE IRON CONFORMING TO AWWA SPECIFICATION C100, CLASS D, EXCEPT THAT FITTING SHALL HAVE ALL BELL CONNECTIONS OF STANDARD AWWA DIMENSIONS OR SPECIAL DIMENSIONS AS REQUIRED, OR FITTINGS SHALL BE EQUIPPED WITH ADAPTERS OF THE PROPER CLASS FOR THE SIZE OF PIPE, AS RECOMMENDED BY THE PIPE MANUFACTURER, OR EQUAL. PROTECTIVE COATING SHALL BE IN ACCORDANCE WITH ITEM 3 ABOVE AND OF THESE SPECIFICATIONS. 5. TRENCH EXCAVATION THE EXCAVA11ON OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON CITY OF BAKERSFIELD STANDARD ST -13 FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING OF AT LEAST SIXTY PERCENT (607.) OF THE PIPE I.D. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. WHEN ADDITIONAL GRAVEL, CRUSHED ROCK, OR IMPORTED BACKFILL MATERIAL IS REQUIRED TO STABILIZE A SOFT, WET, OR SPONGY FOUNDATION, SUCH GRAVEL, CRUSHED ROCK, OR IMPORTED BACKFILL MATERIAL SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. 6. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT PERFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, - $ OR FITTINGS WITH A JOINT DAMAGES OR FLATTENED WILL CAUSE THAT PIPE OR FITTING SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE so TO BE REJECTED. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE z EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF C-4 chul ci PIPE LAYING NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE Z THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A C5 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE cn ►= cn 2�.N- LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS 1S cn �N W PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS PROHIBITED ON THIS PROJECT. ��.�a DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID �-dNrn TRUE TO LINE AND GRADE, AND IN SUCH MANNER AS TO FORM A CLOSE CONCENTRIC NOTHING IN THIS REQUIREMENT, OR WITHIN SECTION 6422 OF THE LABOR CODE, SHALL JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. BE CONSTRUED TO IMPOSE TORT LIABILITY TO THE OWNER, CITY, OR EMPLOYEES. 06 AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL CL'OMM +�� O DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE 7. TRENCH BACKFILL CD CONDITION OF THE TRENCH OR THE WEATHER 1S UNSUITABLE. AT 11MES WHEN WORK IS w >> NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTING SHALL BE CLOSED. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN =LA ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR N W W U WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. � teal FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT O 348 PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN BEDDING AND BACKFILL ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF J SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE CLASS w THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. 1, Il OR CLASS III AS GROUPED BY ASTM D-2321. z � o_ 346 CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED p SPECIAL CASTINGS NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER G3 WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. J THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS OR INCORRECTLY CUT. AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SEWER I VERT 11 =5 SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER CLEANING PIPE LINES CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIALS. WHEN PIPE LAYING IS COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND ABOVE THE PIPE ZONE WILL BE ALLOWED. BALLED TO REMOVE ANY DIRT OR FOREIGN MATERIAL WHICH WOULD CLOG PUMPS, O p EQUIPMENT, ETC. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS M THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEDDING AND BACKFlLL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE d BEING FLUSHED INTO AN EXISTING STORM SEWER LINE. DISPOSAL OF THE CONTRACTOR. d' A W ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM SEWER LATERALS SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. .Nd- v3 CMi EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE }- m COUPLINGS MAY BE UTILIZED FOR CONNECTING THE EXISTING LATERALS. POSITIVE GRADE SPECIFICATIONS. o TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON + THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO Z INE PIPE MANUFACTURER'S RECOMMENDATIONS. THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING z BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS g TESTING AND COUPLINGS SHALL BE AVOIDED. Q L0 N 2 N Cn A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN CONTRACTOR SHALL SHOVEL -SPLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, �I ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. W cn RECOMMENDATIONS OF THE MANUFACTURER. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING 1S BROUGHT UP TO THE QUARTER POINT OF THE PIPE. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360*. IN IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR, WHO PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE DEVELOPER SHALL SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE BASED ON THE STA110NING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY PERMITTED. THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL WITH NATIVE MATERIAL RESULTING FROM TRENCH 10. LATERAL WYE FITTINGS SHALL BE INJECTION MOLDED 1N -LINE TYPE AND SHALL BE USED EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30" OF COVER AT FLOW LINE. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/DR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE "SEWER LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR AS SHOWN IN THE LATERAL MARKER" DETIAL, C.O.B. STD. SW -1. ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF PROPERTY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWUNE. FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR 11 ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON WELDED. EXISTING STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY-FIVE PERCENT (957.) 12. MANHOLES AND CLEANOUTS RELATIVE COMPACTION. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM BAKERSFIELD STANDARD DRAWINGS SW -2, SW -3, AND SW -6 AND SECTIONS 70-1.02H STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF MATTER, OR OTHER UNSATISFACTORY MATERIALS. TRANSPORTATION, MAY 2006 EDITION. ALL NON -PRESSURIZED CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE SW -5. PRESSURIZED CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN LANDSCAPED PLANS AND DRAWING DETAILS. AREAS. ALL MANHOLES SHALL BE TYPE "A". THE BOTTOM MANHOLE BARREL AT THE MANHOLE BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND FOUNDA11ON SHALL BE SET ON A 2" MORTAR BED OR SET ON A KENT -SEAL IN A COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 6-3, TESTING, AND SECTION 19, GROOVED FOUNDATION. EARTHWORK, OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. MANHOLE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SHALL MEET THE STRENGTH REQUIREMENTS OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE BE SET ON A BED OF PORTLAND CEMENT GROUT OR KENT -SEAL TO MAKE A COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-13. WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET RELATIVE COMPACTION SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR PLUMB. 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND MANHOLES SHALL BE LINED WITH A PVC LINING SYSTEM APPROVED BY THE ENGINEER EQUIVALENT, AND GRADA11ON REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. WHERE ANY SEWER FORCEMAIN DISCHARGES INTO A MANHOLE. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE 13. BORED./JACK€D PIPE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. BORED/JACKD PIPE SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD THE INITIAL COMPACTION TEST AND ONE RETEST, FOR EACH LOCATION, AND ANY STANDARD DRAWING SW -8. SUBSEQUENT TESTS WILL BE PAID FOR BY THE CONTRACTOR. CASING SHALL BE INSTALLED SO AS TO PREVENT FORMATION OF WATERWAYS 8. SEWER PIPE INSTALLATION UNDERGROUND. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE SEWER PIPE SHALL CONFORM TO THE PLANS AND THESE SPECIFICATIONS. THE PRICE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE PER LINEAR FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING, AND SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE BACKFILL ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED HANDLING OF MATERIALS ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS. SPECIAL CARE SHALL BE EXERCISED SO THAT 13 14 THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. CASING SHALL BE INSTALLED FOR ALL ADDITIONAL ALLOWANCE WILL BE MADE THEREFOR. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, 14. CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE PLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL PIPE LAID WITHIN THE JACKING PIT AREA, BUT NOT WITHIN THE CASING OR 15. STRUCTURES, SHALL BE CRADLED WITH CONCRETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF EACH MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR 16. SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED 17. u z w O O Q O C)C> N -S MID -LINE SECTION 36, N HUGHES LANE, & � CONSTRUCTION 20' WIDE SEWER EASEMENT TO CITY - �- OF BAKERSFIELD, DOCUMENT NO. 0214073658, O.R. 6/27/2014 20' SEWER EASEMENT COUNTY OF KERNN SCALES HORIZONTAL: 1"=40' VERTICAL: 1"=4! 20 0 40 80 40 10 348 346 344 342 340 338 336 PLAN OF PROCEEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFOR WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFOR. MINOR STRUCTURES AND MISCELLANEOUS CONCRETE PORTLAND CEMENT CONCRETE CURBS, MEDIAN CURBS, SIDEWALKS, WHEELCHAIR RAMPS, CROSS DRAINS, DRIVE APPROACHES, DRIVEWAYS AND MISCELLANEOUS CONSTRUCTION SHALL CONFORM TO THE PROVISIONS IN SECTION 73, "CONCRETE CURBS AND SIDEWALK", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. CONCRETE CURBS, MEDIAN CURBS, CURB AND GUTTER MAY BE CONSTRUCTED BY THE FIXED FORM METHOD OR BY EXTRUSION OR SUP FORMING. HOWEVER, IT IS REQUIRED TO USE EQUIPMENT WHICH IS CONTROLLED AUTOMATICALLY FOR ALIGNMENT, GRADE, AND CROSS SLOPE BY SENSING FROM PRESET STRING LINES FOR CONSTRUCTION USING THE EXTRUSION OR SLIP FORM METHODS. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. ENCROACHMENT INTO KERN COUNTY ROAD RIGHT-OF-WAY IS ALLOWED UNDER AN ENCROACHMENT PERMIT FILED ON BEHALF OF THE CITY OF BAKERSFIELD. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH BY KERN COUNTY UNDER THEIR PURVIEW. ENCROACHMENT INTO STATE OF CALIFORNIA ROAD RIGHT-OF-WAY IS ALLOWED UNDER AN ENCROACHMENT PERMIT FILED ON BEHALF OF THE CITY OF BAKERSFIELD. 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W W XI- A W i>, 348 OVER SEWER J w ,- W o_ 346 m M0. J p Ltl w J 344 SEWER I VERT 11 =5 NSTRUCT 1011.54 LF 342 CENTER SECTION 36, T.30S., R27E., M.D.B.M. FOUND BRASS CAP IN CONCRETE MONUMENT. PROJECT DATUM ELEV. = 350.76 STA. 23+20.84 N 2287654.54 N 6254198.06 E REFER TO LEGEND, SHEET 1 340 CONSTRUCT 29.63 LF (TRUE LENGTH) OF 12" SDR35 PVC SEWER 338 336 pe T I IN IsolvIrwim-Al RECORD DRAWING CE CITY RECORDS NO.: No. 28104 mn m 0 hep o oW z -w mi M so , C!) OF z C-4 chul ci v®. LTJ rAIF uj N w a 0 ca L U Ir U �rn o o � rn _ co c4 co CD U ao �co �s- m CU 4- N CDU - 4 co � m W o .� cn U co co U)m CD U co "ifT �co Q cn c 0 oa 0 a m 0 ai cn < ow ¢ o oW z -w mi M to f m is C!) OF z W LTJ �- 2 p >z 12 0 z U) Wo 06 J Qrr ccr~n W .-.l W 006 CI) W cr. W i>, z J w ,- W o_ T V D ON SHEET NO. OF 10 � W F��/ INSTALL NEW 10" INFLUENT LINE EXIST. VALVE VAULT AND CONSTRUCT PRESSURE FITTINGS TO REMAIN AS IS CLEANOUTCAND PUMP ONNECTION C) \ _--a ° - --- -----, SEE DETAIL QD EXIST. 72"0 WET WELL r -------- <----=--------------�, dl NOTE: REMOVE EXIST. 4" WYES AND CLEANOUT AND REMOVE 4" FORCE MAIN ' / I �✓ - �1 "� A \\ � t � AND FITTINGS DOWN STREAM OF WYES. I °i I• o -----=1- -------------- FLOW---------- I - - - B i. i I I �� EXIST. 4 DUCTILE IRON FORCE MAINS - d a I TO REMAIN AS -IS I /d4fl----�'=1-- - - - - - - \ \�+ ,. -- = y-- i -----a=1----- X .' . I FLOW-- \\\ \%\\ \\ \ \----r---',a i i,-; ---------------- �`� JAI' I� -IIS - - - - - 41 6.� 4' a ° '� EXIST. 45' ELBOW AND \`\\ : ;��.- I`', /; , ..' a� ADAPTER TO REMAIN, TYP. t e b - d. e' - ° v°...r\ INSTALL 6"x4" DUCTILE i �\�\i�\\iIRON WYE, 2 REQ'D �- I REMOVE EXISTING PUMPS & INSTALL NEW WEMCO D4K-LT PUMPS BY WEIR SPECIALTY PUMPS. ,� ` -, I INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL c : 1,,-�'E I I . EXISTPRE-ROTATION BASINS TO REMAIN.8 o I EXIST. GUIDE RAIL BRACKET & CROSS ANGLE TO REMAIN AS -IS ELEV. 350.30 FLOW 420 GPM K.ae' ' ' ` d 30 FT • ' d ° 6 HP MIN SHUT-OFF TDH 70 FT MOTOR SIZE ----------- MOTOR RPM 11755 RPM :0.998/0.998 SG Frequency •I I :1,00 eP : N/A US Units Maximum allowable suction pressure r •. I MCSF :163 USgpm L• 1 t 1 4 I I I�e •I I• I r• 1 Head rise to shutoff Flow, best eff. point (BEP) k I I I Driver sizing specification : Rated power Idl 1` dl I t e.l I` • : 0.00 % :1.00 Speed ratio (rated 1 max) I e I Power, hydraulic I I 1a • ( I 1 Head ratio (rated speed / max speed) :14.03 % Power, rated : 4.69 hp Cg/Ch/Ce (ANSI/HI 9,6.7-2004] t I 1 �I JI t •d I 1 � : Acceptable ' • �' t 7 ww � W I I r.l >W I°' 1 r Cl7 FJ 'I 1 I 1' ° • I I el I- Iel . CONTRACTOR SHALL PROTECT I e EXIST. 72" WET WELL AND p X�� PVC LINING. ANY DAMAGE I cl� W CAUSE BY THE CONTRACTOR .: SHALL BE REPAIRED AT THE , d CONTRACTOR'S EXPENSE. I°e I I I- 1 I 4 I I I t I I . °.I r .d I •` l I I I I I •• 1 I 1 I - 1 I•.I 1 •I I INV. EXIST. 8" l I I -I C I•a el -- 1 I 14 •' ' I' I b a- ° I e1 Ie e.e' JA e4 <• - e a. 4 . - e ee. A• • Ae 'd REMOVE EXISTING PUMPS & INSTALL NEW WEMCO D4K-LT PUMPS BY WEIR SPECIALTY PUMPS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EXIST. PRE -ROTATION BASINS TO REMAIN. EXIST. FENCE 1 R * X x x x �xx x" x x x x x. C L SEWER LIFT STATION 72 DIA. WET WELL 1= �~ k'` EXIST. LIFT STATION STA. 10+38.93, 85.51RT. HUGHES LN. s v v`I t o r CONCRETE PAD i X EXIST. ODOR END BORE & CONNECT TO EXIST. SEWER LIFT STATION WET WELL CONTROL UNIT -- l ----`� ------------ STA. 10+36.81, 84.62RT. HUGHES LN~"- EXIST. 8 SEWER _ _� r X a i IEXIST. CONTROL PANEL. 2 -CHANGE DOOR TO 3 POINT LATCH k UJ -CHANGE OUT HEATER OVERLOAD �' a INSTALL PLUG VALVE WITH FOR MOTOR STARTERS VALVE BOX TO SURFACE �� r_�IJ_I iv ------ -i 0W J/ I a l EXIST. ELECTRICAL SERVICE X m ---- �i EXIST. 72" SQR. i lea 'a o � :• .•i c�-9ti FSS \ CON VALVE VAULT i t 4. °<f i \ �o BORE LAST RUN TO UFT STATION, CASING NOT REQUIRED z a r SGT ��y SD STRU L_- "4,OpF,,f�, - -\-3S Ake S12£° R EXIST. 4" DUCTILE 1 iRE�G11IN BORE N �FIRON + TO REMAINAS-IS 11111 00 Sfif10+2t7�10.FORCE MAINS A_ X XN� CITY Jr ,- CO i- CONSTRUCT THRUST \ \ --- FLOW CO NO. 1 D Jr/ K r R v .F I r L D --j Q BLOCK, TYP. -' 1 CA NEW MANHOLE NO. 31 ,' 6"x4" WYE 6"x4" WYE 8 EXISTING METER U i SEE DETAIL (SW -1 10 ��\ STA. 10+18.50f, 69.47RT.f \ AND POWER POLE -� HUGHES LN. � INSTALL DUCTILE IRON FLANGE TO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ---------------------------------- �, PVC BELL END ADAPTOR, TYP. - - - - - - - _ _ FLOW �� _ _ _ _ _ _ _ _ - _ " `----------------------------- ----- ----------------------------X--- �� m �/INSTALL 6 PVC C900 FORCE MAIN CONSTRUCT EXIST. 30 � STORM DRAIN Nom 12" SEWER \ W o EXIST. 14' GATE _ _ r N OH---- _ OH X X X X -X X X X X - Ty rrr'X - x -OH X -- - X OH - > __COM RUCT MH 9 7V ego \ `\ INSTALL DUCTILE IRON 90' EXIST. POWER POLE & 8" STUB 5' WES W- U) rn � X, y EXIST. 8" INFULENT P L A N - E X I S T LIFT STA TI 0 N % A ; ' I \1 ' ELBOW POINT DOWN SCALE: 1"=10' EXIST. OVERHEAD STA. 11+00-00 10.00 -W = 9 �4j 20 J J �NIT \1 O r 1< r P �N1_J `o M SCALE: 1/2"=l' NOTE: EXIST. DOOR HATCHES AND VENTILATION SYSTEM NOT SHOWN IN ALL VIEWS EXIST. WET WELL AND 7.8'± NEW € VALVE VAULT DECK EXIST. GRADE --- -------------a - a--�- - a -I-------------------------- T-----7 I.. e :.e •d e ' d I I I a. r��T�j r �//�T T�\7--------------- d • / :I as e e \ .J F• •I ' A. ; • ;� EXIST. 45' ELBOW AND ADAPTER TO REMAIN, TYP. EXIST. VALVE VAULT AND FITTINGS TO REMAIN AS IS I. 1 1 EXIST. 4" DUCTILE I I I. •• I I � 1 4e' i i i IRON FORCE MAINS -' ��_a F eg TO REMAIN AS IS A - - - --I_-J----- - - -♦ -I - - - - - - - - -- - - - - -- :-A I �. �� x �� - - I 1 --1--t ----f=-I-----� 1}� SII-----td-=1------------------ 1 t ' 1 ' INSTALL CA" DUCTILE L---------------- . ------ tlj.. IRON EQ'D WYE 2 R I I 1 •J- a---a---°---_^-a - - - - J I EXIST. 4" DISCHARGE ' PIPES TO REMAIN AS -IS I I• 1 M I I Li '.e I I I I •�� I I I. ° r/ • .• �/� EXIST. GUIDE RAILS %1'iCJ� n ovcrri�J� q� %I, %/"% sa' TO REMAIN AS -IS ji t L1./ YlV! /1 Yir"/"JWW I I t° • t�//VA� h% I I ''e •' i• d9 I I I I I I I • , CUT OVERSIZE HOLE INTO EXIST. WET WELL I I I e. 'I SEE DETAIL C ill i�. i 8 I I I I I"I I I FLOW INV. 12" ELEV. 330.20 -i i-------1 'I INSTALL NEW 12" INFLUENT LINE I CONNECT NEW PUMPS TO EXIST. GUIDE -SHOES :.q:. 1A. Fa ~~,#Mb 5•=; 'Al I EXIST. PREROTATION I' e ` I BASIN INV. ELEV. 327.22 14 SECTION B SCALE: 1/2"=1' g CONSTRUCT PRESSURE CLEANOUT AND PUMP CONNECTION ---� SEE DETAIL D Rick Jesmok 3010 Floyd Street, Burbank, CA 91504 (818) 562-5282 FAX (818)842-3217 Name: Sam Blue Phone: 661-836-9834 Organization: Meyers Civil Engineering Fax: 661-836-9761 Subject: Tract 6362 addition of 10717 Date:January 29, 2010 Pages: 1 of 2 Dear Sam.- Good am:Good talking with you. After reviewing all the data on this, it appears that the best choice is to change out the pumps to provide the new head and flow conditions. The existing D4K-HS pumps with 4.1 hp, 1155 rpm motors would need to be changed to D4K- LT pump with 6.0 hp, 1700 rpm motors. The panel should have Nema 1 starters in it which are good for up to 7.5 HP, so there would not be a lot to do electrically. The new pump would fit on the same guide to easily be removed from the wetwell, so again we would only be replacing the pump and motor. A budget pricing for just the pump and motor with 50' of motor lead would be approximately $14, 000.00 each. The anticipated flow and head conditions out of this pump would be closer to 420 gpm at 30' tdh. Is there anything we can do to generate a small amount of addition friction loss to get this below the 10 fps discharge velocity? Please let me know if you need any further information. Thank you, Flo-Syystte4ms,Inc k s mok POWER LINE CROSSING STA. HES LN 9+89.36 126.25RT. J 100 r r 2.5 I.I PLA. -N& - PUMP REQUIREMENTS* VOLTAGE 208V 3(P FLOW 420 GPM TOTAL DELIVERED HEAD (TDH) 30 FT BRAKE HP REQ'D 6 HP MIN SHUT-OFF TDH 70 FT MOTOR SIZE 6 HP MOTOR RPM 11755 RPM * TWO (2) PUMPS EACH REQUIRED FOR - CONSTRUCT THRUST TOTAL OUTPUT OF 800GPM. BLOCK, TYP. WEMCO D4K-LS SEE DETAIL sw-1 10 Weir Specialty pumps PO VICTAULIC COUPLING AND PRESSURE CAP MANHOLE GRADE RINGS GRAVEL SNEMQh PUM110 WEIVICO- l OROSTac 0110 ro'.Ai7FPOND► Customer reference p: SiZe : D4K-LT Item number :001 Stages : 1 Service Based on curve number : P25 -D94 Quantity of pumps : 1 Date last saved :29 Jan 20101:34 PM Head, rated (requested) ...yr:,, :30.0 ft %JHW&u lyp= Additional liquid description : user oerinea (no 1 Head, rated (actual) : 30.0 ft Solids diameter, max : 0.00 in Suction pressure, rated_ t max : 0.00 10.00 psi.g Temperature, max :68.00 dog E NPSH available, rated : Ample Fluid density, rated / max :0.998/0.998 SG Frequency :60 Hz Viscosity, rated :1,00 eP Speed, rated : 1,690 rpm Material requested : Standard Speed, maximum :3,600 rpm Material selected : Standard Speed, minimum :850 rpm Efficiency . 67,68 % Maximum working pressure : 12.98 psi.g NPSH required / margin required : N/A 10.00 Maximum allowable w oddng pressure : 85.00 psi.g Ns (imp. eye flow) I Nss (imp. eye now) : N/A US Units Maximum allowable suction pressure : NIA MCSF :163 USgpm Htdrostatic test pressure : NIA Head maximum, rated speed :663 ft e .. Head rise to shutoff Flow, best eff. point (BEP) :121.04 % :381 USgpm Driver sizing specification : Rated power Flow ratio (rated / BEP) : 110.15 % Margin over specification Service factor : 0.00 % :1.00 Speed ratio (rated 1 max) :46.94 % Power, hydraulic :3.18 hp Head ratio (rated speed / max speed) :14.03 % Power, rated : 4.69 hp Cg/Ch/Ce (ANSI/HI 9,6.7-2004] : 1.00 11.00 11. Do Power, maximum, rated speed : 6.61 hp Selection status : Acceptable Minimum recommended motor rating : 5.00 hp 13.73 kW ge: S 100 so so 10 60 M so w 40 30 20 10 1.200 1.300 1,400 1,500 1,600 1,700 1. 4-' Flow - USgpm Weir Spaeisity Pumps Quote No. 103248 29 Jan 20101:34 Pitt 16 17 18 19 20 21 22 6" D.I. PIPE 6" D.I. 90' ELBOW W-1Ellj y ,T, LHFT nm�o 24"0 CLEAN-OUT NOTES: 1. CLEAN-OUT FRAME AND COVER SHALL BE A STANDARD MANHOLE COVER CONFORMING TO THE CITY F BAKERSFIELD STANDARD SW -5. 2. 95% RELATIVE COMPACTION IS REQUIRED FOR ALL BACKFILL WITHIN 24" OF THE RISER PIPE. 3. LID LABEL TO READ "CITY OF BAKERSFIELD PUBLIC WORKS SEWER" AS SHOWN ABOVE. ' .a'• a •1 CONSTRUCT THRUST BLOCK, TYP. SEE DETAIL sw-i 10 J _J DETAIL -PRESSURE CLEANOUT AND PUMP CONNECTION LINKSEAL OR FERNCOCORE DRILL THROUGH EXISTING WET WELL WATERSTOP OR APPROVED " EQUAL a CONCRETE WALL, PROVIDE MIN. 2" CLEAR FLOW NEW 12" INFLUENT ---j a �--NON-SHRINK GROUT 9. f1G7TA II - IA/AI I IAIA TE- D0TnD RECORD DRAWING CE 5.2 - %6 717 CITY RECORDS NO.: ON C 0 0 Z mm� a0 m� U I< ai C/) 0 o rn ¢ I o = i; w ..JLU iL r N C) F zZ W 0 W �-- Q 0 Iz U C� G U_ 0 W Z 0 0 J Q ° Cf) Z Q �_ 0 0 06 W >W Cl7 LL T O I- T C /i ��./ X�� cl� W SHEET NO. OO OF 10 e N 11 RdQHT--OF- M+AY 02' x Q3' x 2.0' N17faD STAKE (5om m x i5omm x afim WOOD STAKE) GROUND OR ANAL STAKE ACCEPTA&E t f E GAGE2 5' ANN. -+-- t (a &n MMj UYWSUITWREQ PLU4 SOLVENT kkEwo OR RUSS& GASKETED CAP SEWR LATEWL 40' ANN. (1.2m AM.) NOTES- 1. STAMP "S" MITO CURB FACE OYER SEM LATERAL. 2. DVRW 5.0' (1.5m) AI/NUN COWR MVD 7.0' (21m) MAS WM COW? AT PRagWrY UNE AND 5.X (1.6m) k7MMUM Ar FL(iN4 is 5 LATERALS LOC47M SO NOr Til CONfI! T W7H UTEt MS FItf.MAME: S1r-tllEV STANDARD Dom asamo SEWER LATERAL MARKER w smw ,vr�oueo sn�T ra CflY oF� SW— i a" arawear Pueuc woRKs W mI1e ff _ 1625- (467m) 1.0' (a,lm} 25t?5' (a6+rm) rh:54m.) 27m)Aft 2Aklar)is (dlbta,} -�-I "� 1' 7S' s ■ .qtr, (,LSrnrt,) Slee 0etoi A 000 (75rlya,) I aw 4DWY —1 .r 1 20' (ate) f7• (ate) ober SECTiQN B-8 =MN A—A 45' (150m) 1.0' (23nlmj pattens See rite it Aatterg a 12, (,Crown) 1.5' (40") xdf No 1.0' (25n►m) Ala h &W PO coler h 20- (SQnmJ ada k at�j 8 B A A SEWER AN Ab" Ad to—I*f\m Sea nate it. Ahdpk* tide 12625' (5tlm pattern 1.00 (25mmj ternt� a r n letters; a125 (3 m) kite af25 (,Tient) MANH h;ffi toaaw for T tdph OLE cmhy of are�rr CLE`A NOU NO TES. 1. 0 fames end cotars std be tested Aar orcaramy f/.tz' (&ern) of A't and ahar be maw it sats piar to aiati*y Akd»sd SwrftM 2 Me soots at kmm ad bm* km of lee cotrtnr steal +a for a anoobh no -r ddV 1# betyeen M5'(a27m) me COW 1 Cartiagtk strd be ftmugrtdy droned and 4VM twine Pin a oft -*ft jot -Met aepAdtk aan�Aawnd to Frane d Ar names sled notes shd be gray Cast im fres DETAIL "A " brei, EVA sacks► holes, s"ft sad **,-AA std *Mall' hove a yaabttoft SWA ftgbr q baoGtg s'towdd 9 The 20' (Wom) pattens khers on dee 00*ck C be 16 2t} -V4. sAaF !tate ane of Me tiNbrikg desipnablmc ARAN or 9ill<A' 5t Cadhq steal cwkmt to the prowisAxm of dee spedketliarts is AssAmbry shat► ba aissigtnad for keg my korBtg of 16 20-44 for "Y -int Cat v.% .serial desytatiart ASAI• A-V (Axtell rrM&Ibrt�j CAM Nat Jut f1 20' x 1.0' (StMm x Tamm) a%►t and inert 12125' (5r wn) err ylUNL- sw-w wv a The nm w of dte 0vmdarchw v e pomp *W iv deat>E on ftNWRIoftoow.. STANDARD a» � 7. ma** *urea"no not ka kat 120 Afst FRAMES AND =01 sttAw (5W war mar dxm ?5o Ahs (11 he Cover COVERS FOR &WPao not kms Ehw 120 ft (5#q) war man MANHOLES & CLEANOUTS t than 2w A#et (91ke m OET "a C"•o OF Q SW -6 A iknhak ceMehr Ad how a self aimiwitg 6W piper Ask odurlsbe gopnawd by tAe City Engnoar. CALaTv a mmmtr totter w; woracs OEPARrA94T r t 4.0' ft**&O1 L For poen ao- (45a) to f.0' (43it) is ArWer, a t Ill.amed cantkwk r wlro bar Me p%w sprya mN and awe K SMI permits k eanaidwrod an gwow agent and mey oar a�o+m No the nip's Am or mrrwtr a section and cambuet PTY ORS PUMX rrORrc9 OmPARrl"T a tele or tet: For plow le (a46m) or b r. a mask* 1 mart ba cansbww Nbov tominpe art mask At •4, "\ y 1 j '• ' '. A4 ;� t J � .•ice , po and sW cook m to dw mgmh mis of Me Mkt ,fie t '• i..- • + ' COS Ibrmad by rennet haA: nut ,I: Ire° sarabres may hair eddher Arps a' can Into eoalsO A PSmW b star P Pape d*se 4 fin bar aw bo Erna d my and cm mt* CNA 0*bs cows* Aa »at ua **Ab are of the Poe and *Aar ward dm udah as be of J AAs entire dv h. aAN VIEW S 4olydngs k exvv sayer Ad be mm* awry Aare k manriare bdo xded oft 4xv 0a Ft At imtoradiarm akar bay4ed by AAfc 116nFs the 'Mm itt;a*V and outgahg I xwe's k a mm ovo wry ria t extend kwr+r hahtcs + t seyant d0` {Q1n►j bejatd t is a of od and shape I ba w?kn dra and betvem STidl 11 1mods of Amer hdAm of pont `• — d0' AkX ft a") it A # SUN 1 more honiv and MVA#t9 j xylers is a mmkbarle are of be mm dower, the tap _�_--I— ____j W of 00 she anly to 1 t rmtowtd bedwnen rods and t b ow j ptodamd &alp m Iii � t �✓ x..,� nearer. ►tar PLAN A T BOTTOM PLAN AT SURFACE A' 5' PCC stab not to be porered w if (ta) a to *a 25' (jnm to &m) hater neer A'rtiahed p 20'tldn 520") 0 jL 0 - Sihdf sAape a ' .. '.:. ; to Ant. 4 A" ~?��' .�! �:�••• :era,. ate SECTION {Calaorealrsj 1k 14s NOTES.' L Ate yank shad" artkrm to the ggokd6 sodkm of dee �rkag m muted "S mdwd 4vdkdn04 Stab of Comet AWartmd of k=l" Gbm : WNW aamdtt aoFbiont 2 Al yreTrtod mob* Pitts *beer be A9ft+d Mair Kent nd or qW*W bW mark squat km* mot be milaW and � a vdmt imomw,b�aklr of 04 i Phe ad ndkmod m olba b sechol Sled be emmtrtactad 6 oeaa►donce sM ft pzstwly m of ASTM C-174 Cement adkm d M sayer metadem for smear am krgar d►mk t8' (446m) k *w&. shat be %nod wfib 7-fW or 4*tmW spud 5 Conaria pad shad' be arad be a edits pigmenterd aampaund as per sseF a 916-7.018 of the standnd speaACotianst a Sae sfamw o IWV S'Nt-6 f4rr A'attrA COW, ams airy mtrtttrde owtaak 7. A/ dm#Ws shd be sntoadr 6nrrshed #0 stall kod 20 sErpr be broom 6" for so mwanraa tw.etuaa: SM1-=IIEN FSW-2 STANDARD 6 MANHOLE TYPE "A" CM u BA �.�i Pu" Lwow OWARIMT crN07rS.- . sw-arae ji L For poen ao- (45a) to f.0' (43it) is ArWer, a t Ill.amed cantkwk r wlro bar Me p%w sprya mN and awe K SMI permits k eanaidwrod an gwow agent and mey oar a�o+m No the nip's Am or mrrwtr a section and cambuet PTY ORS PUMX rrORrc9 OmPARrl"T a tele or tet: For plow le (a46m) or b r. a mask* 1 mart ba cansbww Nbov tominpe art mask At city itymdw mist absent At lnskfdbm of sadares to (30 O Carr* ' 2 Wb" soy pyoe sweliars sbd be exbr sbwngM stay i po and sW cook m to dw mgmh mis of Me Mkt Coowtt rbirt t,7rast 2vW rtda of Me draypk hAluk ' COS Ibrmad by rennet haA: nut ,I: Ire° sarabres may hair eddher Arps a' can Into eoalsO A PSmW b star P Pape d*se 4 fin bar aw bo Erna d my and cm mt* CNA 0*bs cows* Aa »at ua **Ab are of the Poe and *Aar ward dm udah as be of J AAs entire dv h. aAN VIEW S 4olydngs k exvv sayer Ad be mm* awry Aare k manriare bdo xded oft 4xv 0a Ft At imtoradiarm akar bay4ed by AAfc 116nFs the Awrbtent of the a' of Balker prkr to baa a T. far PIC and ABS pk N irgra shd be kpction motored and Ad be irstOW rt Ara m mr ppalbes; cu" NOW are ml pwmWsd m aw a*dWorm ar mr :. , ;" ' : net mat Ales. 8 PIC or ABS saad6s shoal be n0ber gamksted and 2. (tett shat► be kstoned by stawatess stall bar * 45' Max am -A' Cowete 'Y must net adw d into V Stent mein. 1T a A coo wk hater Patentrxtt —� air (a IN) AAit. 20' (a6nt _ $10d" mokk COW ' stiartdwrd �t0' (� earl - Akrtar sear •• Stanabrd T� Consblrct Arslait A'qv :: N6der Sad (�wdrdel► 9atsYat} .. AAb. 2 stoiwtass stoat sba�s of malt ' OUTSIDE DROP NOTES: ;amkrg P44 see wow ' br site and the ►+ doi0ypoldh)Am pbtk pee imwi w oft skied to *bar Am bels (Co" Akdd P or aqulhrakrtt) or iadl wd A* sEralerped rd staiaksr slod 4fm (439) S£C770M A—A PIPE CASING Sled Casitg Ameter Poe ,taut amag End Sod ,Sb w to ogre Is pot m as aw 004 WN starikdess steer . Sewer like / Redrnod SiftdlorW - $bin Amit Lite % {,1m) (a8kt) I (a81t81t) (.atm) SECTION DETAIL PIPE BORING 1. shalt be AW&W by the bar+^, jwk and/a tearer me" 2 Atstararlm Ad be as recoamneao w by Me P" mawbtturw: I Ar camitg sadk m shot to jorW by cm5wora p1ecen d F8 Meld bahtmm wrier Am mead cmiV w1b sad srurrlC Af said k mg aaampact by at of 4k Now* smd srQtromont or as elioctod by dta 017 Fitgri w.. 5 Redmad skW Aar bt crostnrctkn pv& 115 116 17 1`E _amid t )rmAbk .45' (am) IAc 20' x 20' (it" it aim) amaek rawabla►i a0- (a 15") aw pot SkrAw 1/11 ow N07ES: L A/ mw* Ad cobm to the gapkndk axtko of dte spapdradbrm ektrded %foadrd 3jow*vAork $A* of "kmkt tAaetess and ko partobim AV" Apmrbtwtt of Trmnepor 0&R : gop►ow amawt aeum 2 Pepe madlriat char meet x32 1 Al conk char' be am 'A". 4 freawout Arima anal owe Od bq km to die My of 84bwreAMd sUW*d $*A 5 Glans we shd Am eo addbm mites* ptriar Rd* cpprvW k abtaited Om be My Eng bw.. a OmMe stilt be aced v0 a *We pilmentod a rbg Caeep"W per Som: MI -7.018 of me standard toner 7 TV of drab and be A!rwulwd mw* and 4w a 0016 8 9 r5X r&Wbv aagmc tan it req ow par city std ST-lj STANDARD MANHOLE FRAME &COVER PER C.O.B. DWG. S-8. COVER SHALL BE LEVEL WIiH EXISTING GRADE FILL ANNULAR VOID WITH J" GRAVEL N 7 EXESING GROUND 00 :V 6 Rad and sFidk *tell be wed to ht Ca k r of 4a 7. fie&W srbbats *tell be sbv put to ft Poe WO sArappitg or appnmd we bmm* fxuuM . sw-arae ji STANDARD SEWER LINE IN PIPE CASING OR omm Jou awe K SMI a�o+m sesT rro. $W-8 PTY ORS PUMX rrORrc9 OmPARrl"T a" amm � a (30 O Q d iL fl tier* ham) alo} k manriare karat W :. , ;" ' : Stanabrd 9rl- am r n 60' (23m) am -A' Cowete cc V INSIDE DROP s o' (a fes,) PbMamrarrt I�' Eh z NOTE'S.• 20' w W f. Ate wank shat co mt to ShippNpabk i asbn Stand W mmb* seek" of me spOdkotlaws mow Q Coca�►sald Carer ''Stn dw Sp iaoA, Side of COW* per $td SNe4 o0whnaat Of ftmpaktbn. adtpled aerrertt ermrEanr. 2 &W Mohan no ally be arrawrd No Ab -Ar Sed ft gopr'ortd of the (Sty Evbw. R0' (f.2tr) Sfw dad Tee 3 At maMa m Ad om brm to Sec .T 23 Of dee mmud tart :• Now Sera► tVAV mob* k awry sh m o N dW d iftmr 06 (rubber yanket) isJr!" (12 mm) or outer W ' 0 • Akp bwm Apt adboe ksw mmi nkt (Mon) Alk U) OUTSIDE DROP NOTES: ;amkrg P44 see wow ' br site and the ►+ doi0ypoldh)Am pbtk pee imwi w oft skied to *bar Am bels (Co" Akdd P or aqulhrakrtt) or iadl wd A* sEralerped rd staiaksr slod 4fm (439) S£C770M A—A PIPE CASING Sled Casitg Ameter Poe ,taut amag End Sod ,Sb w to ogre Is pot m as aw 004 WN starikdess steer . Sewer like / Redrnod SiftdlorW - $bin Amit Lite % {,1m) (a8kt) I (a81t81t) (.atm) SECTION DETAIL PIPE BORING 1. shalt be AW&W by the bar+^, jwk and/a tearer me" 2 Atstararlm Ad be as recoamneao w by Me P" mawbtturw: I Ar camitg sadk m shot to jorW by cm5wora p1ecen d F8 Meld bahtmm wrier Am mead cmiV w1b sad srurrlC Af said k mg aaampact by at of 4k Now* smd srQtromont or as elioctod by dta 017 Fitgri w.. 5 Redmad skW Aar bt crostnrctkn pv& 115 116 17 1`E _amid t )rmAbk .45' (am) IAc 20' x 20' (it" it aim) amaek rawabla►i a0- (a 15") aw pot SkrAw 1/11 ow N07ES: L A/ mw* Ad cobm to the gapkndk axtko of dte spapdradbrm ektrded %foadrd 3jow*vAork $A* of "kmkt tAaetess and ko partobim AV" Apmrbtwtt of Trmnepor 0&R : gop►ow amawt aeum 2 Pepe madlriat char meet x32 1 Al conk char' be am 'A". 4 freawout Arima anal owe Od bq km to die My of 84bwreAMd sUW*d $*A 5 Glans we shd Am eo addbm mites* ptriar Rd* cpprvW k abtaited Om be My Eng bw.. a OmMe stilt be aced v0 a *We pilmentod a rbg Caeep"W per Som: MI -7.018 of me standard toner 7 TV of drab and be A!rwulwd mw* and 4w a 0016 8 9 r5X r&Wbv aagmc tan it req ow par city std ST-lj STANDARD MANHOLE FRAME &COVER PER C.O.B. DWG. S-8. COVER SHALL BE LEVEL WIiH EXISTING GRADE FILL ANNULAR VOID WITH J" GRAVEL N 7 EXESING GROUND 00 :V 6 Rad and sFidk *tell be wed to ht Ca k r of 4a 7. fie&W srbbats *tell be sbv put to ft Poe WO sArappitg or appnmd we bmm* fxuuM . sw-arae ji STANDARD SEWER LINE IN PIPE CASING OR omm Jou awe K SMI a�o+m sesT rro. $W-8 PTY ORS PUMX rrORrc9 OmPARrl"T a" amm P.GG slab not to be powned —Sawcut d fafeb .05' (ts=) A'bd !'T.A Camp batt Lbb of ZX i ps sT 13 corgoa�cticr► t per ST -/3i I" 1 i i pgowr ar #bm* *Mal' be pAAW be&m 9* a5' ( mI' ) mffde l6ua bgw and 4.5- (612n) *bk to Fir behim PIS and mAk r with gratd k Mair a50 n of ko of poor CatAk rwmak q as' (t5nxtt) "I ap mmd =I* to kp of 4e, Aar enter 60 sled 11. Clot *'torr be IV. AK or PW pot 12 t%ak w PCC skeb to be a to (alts) mh and ilzr (6ntm) podM surAvt ftl Wimn: 31M-r�EY 48" CMP i---`-------------------------------yR' T _ ji LL � g o 142 STANDARD MANHOLE CONE STANDARD MANHOLE RAISED TO GRADE IN NON -PAVED AREAS A SCALE: 3/4"=1' 9 RECORD DRAWING CEFJ; s c f4m 28104 �-� * . , I CITY RECORDS NO.:EOfrrALlls 27 A 29 (e /� j f" m U LL � g o 142 o� « LU 0 J J � a (30 O Q d iL fl 0 co U 0 '2 m t U_ U o� co co 0) U co c— -0(0 U_ '0) m W � C5 co 0 co co CO CO U C? 0 c 0 0 T „ T L1 m 2 v l I0 U a) a) Cc 0 z m U LL � g o 142 CE) 10 « LU 0 J 0 tit J v N a (30 O Q d iL fl W \ W r n cc V z w W 0 Q J Q Q Q 0 06 W w 0 U) c O CL N SHEET NO. OF 10 I �t_A WE 90' ELL 45' ELL THRUST BLOCK DETAILS - N. TS, NO XS. 1. AI OIN% fiftrmpi and ,drec&Vd dhow are to be held in p im by canoete feast Maim 2 Bearing aeras hakded are board ere obmtk sof prmwv of 1500 psf (71.82 AV 3 abnark is not to bar ogiainst pjoe: Anod Abair to aa), be;" canlaci 00 ON biting: * 1 &f (squanr foot) - 40929 sm. ( ) SW-11mv I 1 I 1 1 1 I 1 1 I 1 I i 1 1 1 1 1 I I 1 1 1 I 1 1 1 1 1 CIM A and ffrHslr to motch somml admit PommeaL • " -P&OW Cemant 4 i f 10' r� SdWt Aaterbf (W►+) rdpal t 4maxete Pr+�nt THRUST BLOCK SCHEDULE d4mahog an Me tab Arta An Sadden 6-.1m of ft stem" Spar�iaot BEARING AREA /N SQUARE FEET"' 1 �) r ASTM Din+dAli ff Tdk To bets PIPE 9z TFE OIR225` PLUG 90' ELL 45' ELLaL t��!!♦ilB�B�1 4.0 100mm 2 1 2 21 £wear. Me feats aw be k accadamcr so Me teats 6.0 (a 15m) 3 1 4 2 2 8.0 Q2m 5 7 4 2 10 0.25M 8 11 6 3 12 0.3m it 16 8 4 16 Qom 14 20 10 5 SW-11mv I 1 I 1 1 1 I 1 1 I 1 I i 1 1 1 1 1 I I 1 1 1 I 1 1 1 1 1 CIM A and ffrHslr to motch somml admit PommeaL • " -P&OW Cemant 4 i f 10' r� SdWt Aaterbf (W►+) rdpal t 4maxete Pr+�nt WAdw � WW l ww+ 16 1 vmWAk MAM - wMrw it t2• C~ � (rir) {ra,} L mm v4p. �dlA MraAeeload � STC ��ubn JaYh�r C Needs TAFAh aws"t �*i PoKmant &dfi� copacted to zxsatire crxnparfian b rooahroy groat kam .�D' � (den) beard bank of t71Mb; exuiwl►g � but me,arlter 1.0' (aim) a/ Md fr'f medran dads and » a�Vey� sithin ....._.. Me existing; oerxpted rea�drry Bnckt6' carloa�ctad b 91� rahtnae carnKroctian in aV aMar areas OgLi�fA� /l �e Z:Xie b S� rdatine canloo�ctian. � Ser Ade it Sar lfolfe 'A Be" ma�teriat rdMkn Me Aloe Zane t0 aadl/aY111 t0 IMtaIS 1, 2.: -- and #far p�ubAic uiiGfirs , cansbucfian !�4 "�tsos par the Pudic i IMAM" Gerard aabrs .-POO or can" 6Hedding �texid fo► �� Wo we w'Ev_ iy�}}* �* •� •� �* s� t d4mahog an Me tab Arta An Sadden 6-.1m of ft stem" Spar�iaot oilirsle�ea,e+sem{ 1 �) r ASTM Din+dAli ff Tdk To bets fromb is Ades flran'CL0' (Q boa ff sxk NO r. :r:. t��!!♦ilB�B�1 MY of Me D*W par / SrwDarWir / Conbacta. the number ddfetariorrs motarid and shay hone o Sad EoAabnt of not ,��.• +r.` sem` f.• r.• me VmW £wear. Me feats aw be k accadamcr so Me teats .10-50 CMPOCW 3/4' (2Mrm) 100 �, 1.s' (0.45m) dof1h, sides � ui 2 $bmt; &W be meek param or of 101 This bmk f mdaiol shay be phrced h eat to exceed one 85 a? MORE son to Me cantaffie of Ne stact PAM WdSffldLT �y i QQ& !_; r h of mad mm* ff mohyd 5W be Baat•A6 campactod to 902 7. Far po meat pofdms rift pored wm see sbWawd . rabtne carrtpactiat $T--12 in MIs design mama►. ww 6md' of ploe Zara "be 4. PWas kes Ow J r. / 1 of pA* and Poe fkterdiing 4 or ter &W be w1extaf I j. t p . r. few ° F by dond U) 1t. f�.s�. fr.r�.��. fNO t'w►`a''� Wy ^Rckrame _ z 0 s �" s i s ��r +1 „ W � Q 0 CC 7 For ', Q rr r ._ - / F aWW J J r i, o 06 o W W oc � Q WAdw � WW l ww+ 16 1 vmWAk MAM - wMrw it t2• C~ � (rir) {ra,} L mm v4p. �dlA MraAeeload � STC ��ubn JaYh�r C Needs TAFAh aws"t �*i PoKmant &dfi� copacted to zxsatire crxnparfian b rooahroy groat kam .�D' � (den) beard bank of t71Mb; exuiwl►g � but me,arlter 1.0' (aim) a/ Md fr'f medran dads and » a�Vey� sithin ....._.. Me existing; oerxpted rea�drry Bnckt6' carloa�ctad b 91� rahtnae carnKroctian in aV aMar areas OgLi�fA� /l �e Z:Xie b S� rdatine canloo�ctian. � Ser Ade it Sar lfolfe 'A Be" ma�teriat rdMkn Me Aloe Zane t0 aadl/aY111 t0 IMtaIS 1, 2.: -- and #far p�ubAic uiiGfirs , cansbucfian !�4 "�tsos par the Pudic i IMAM" Gerard aabrs .-POO or can" 6Hedding �texid fo► f7exinfe Pix cs • Depth paries d4mahog an Me tab Arta An Sadden 6-.1m of ft stem" Spar�iaot street's Tioet.Tiic Auer (Tit Ser 1 �) r ASTM Din+dAli ff Tdk To bets fromb is Ades flran'CL0' (Q boa ff sxk *Street 5 Cartoartion tests no be ragr" and Ad! bt Me mWom- � Ione MY of Me D*W par / SrwDarWir / Conbacta. the number ddfetariorrs motarid and shay hone o Sad EoAabnt of not 7RAfRC AtOEt' DINH £wear. Me feats aw be k accadamcr so Me teats .10-50 CMPOCW 3/4' (2Mrm) 100 5S-6.5 1.s' (0.45m) dof1h, sides 70-60 20' (a 6m) This bmk f mdaiol shay be phrced h eat to exceed one 85 a? MORE 25' (elan) A7)w is ptosed po h ugh o now as not to or aWA poe an SW Baat•A6 campactod to 902 7. Far po meat pofdms rift pored wm see sbWawd . rabtne carrtpactiat f7exinfe Pix cs • Depth paries d4mahog an Me tab Arta An Sadden 6-.1m of ft stem" Spar�iaot street's Tioet.Tiic Auer (Tit Ser 1 �) r ASTM Din+dAli ff Tdk To bets fromb is Ades flran'CL0' (Q boa ff sxk *Street 5 Cartoartion tests no be ragr" and Ad! bt Me mWom- � Ione MY of Me D*W par / SrwDarWir / Conbacta. the number ddfetariorrs motarid and shay hone o Sad EoAabnt of not 7RAfRC AtOEt' DINH £wear. Me feats aw be k accadamcr so Me teats .10-50 1.2' (din) 3/4' (2Mrm) 100 5S-6.5 1.s' (0.45m) dof1h, sides 70-60 20' (a 6m) This bmk f mdaiol shay be phrced h eat to exceed one 85 a? MORE 25' (elan) A7)w is ptosed po h ugh o now as not to or aWA poe an SW Baat•A6 campactod to 902 7. Far po meat pofdms rift pored wm see sbWawd . rabtne carrtpactiat $T--12 in MIs design mama►. ww 6md' of ploe Zara "be 1.0' (du) &010 tap of AM bed► or the outs+rote air+meter of pA* and Poe fkterdiing Per 4 To" of borkAiV nota W "be In or�cardanae ritfi the AS7Y D ZiG71 tab Arta An Sadden 6-.1m of ft stem" Spar�iaot NV 6R£A7FST 1 �) r ASTM Din+dAli ff NOTES: fromb is Ades flran'CL0' (Q boa ff sxk 1. Boak/,8 Aar 5 Cartoartion tests no be ragr" and Ad! bt Me mWom- SON meter/af ar't/nin Me pyae zarre shat be bee of MY of Me D*W par / SrwDarWir / Conbacta. the number ddfetariorrs motarid and shay hone o Sad EoAabnt of not and bcamn of Me fasts shad► be determined by Me L7ty Am Mar 20 and shay conform to Me Woskrg groa%V £wear. Me feats aw be k accadamcr so Me teats Sieve Srr Parentage passing ksted in Section 6-J Of of Me Umdard Slpecif7r�iorrs: (or 3/4' (2Mrm) 100 ASTM 01557, NOW T7 & 4 .T5 -1W dof1h, sides Afa 30 20 -IM 6. 60 Alar of bora�0' motard drat nvd Ma com odi n This bmk f mdaiol shay be phrced h eat to exceed one sand "Aadmrt and grodman �ts before Me neat foot (1.0' kost)(Q.im) a)" SwAdamnausly on each side of Me A7)w is ptosed po h ugh o now as not to or aWA poe an SW i s a f and grodk f" jar be Maraugtrl� 7. Far po meat pofdms rift pored wm see sbWawd acted by meatranw tarro* f mwmw shay be $T--12 in MIs design mama►. pvpwfy cmWed d b spear $he prror to procmft W 2. Rea S for *Abk pk TABLE "A " rw and War shat' be mram en occa omm mm Me currant ASAI sioerAM m*o D-23?1. Aaty arm t and I arabeahmerrt m 1arids arft me plea z6v sit be rxnskbw Ada* mm Me Pipe zones doter Abodhg amt jetting shd not be used for baaklB conyrWAV knr Alenlib on il¢e bed" and hamahing shad' be hand plxed to me *" in of Me Mm and pfopwfy canvacted for mm r mains, Gess / bnWV is repuirrd kr Aeddirq W baundg* Care &W be ta*m not to at*Wte Me Am the rmwb;v backs h Me An lane shod► be hand paced and daompacted in A;Afs not b exceed 6.0' (a 15m) Mid olid l materia► shd' be prmady eaompacted to springA prior to proceec6m Me followin shaft for trench widths; PIPE WIOTH U co NV 6R£A7FST TAMPING CLASS/ BEWING DAIIENSION OR SLURRY 1.0'(0.3rrn) or less 1.0 0.3m) wider 4.0 75mm widen .= N b th s both 1.0110 3mj up 1.0'(0.3m) wider 6.0" (0.15m) wider to0 6m both sides dof1h, sides 2.0'(Q6m) or more 1.5'(Q45em) wider1.0'(O.�n) wider both sides both sides f""AME. St 131ev 3 Bm*fiiV mdeW above Me Am mm Ad' be lire 9".t& o1 dmW*m m bnaf aW AfW or stains STANDARD 40' (73rnm) in g ootest ailmnskn and shdl be placed h not to treed on foot air Hoose) (aim) TRENCH BACKFILL tafsrs and mdr blear Ad be MarougWl compacted AND COMPACTION by Baal � RFOtIIRFMFNTS For rapkicima .ower - when broken I140 Sodle �SW ��F" STORM DRAIN Mdn! Irfer Aro To be used where "K" equals 12" or less Pipe Saddle Detail No Scde a►te SUBDIVISION DESIGN MANUAL � tM PIPE SADDLE DETAIL a.e".. n CITY OF BAKERSFIELD L CALIFORNIA a,8 RECORD DRAWING CE CITY RECORDS NO.: No. 2810 z U CO 0 CO m co � U � co "D Q _cz 4 c� CD OD W a� U �� cn CO W1'N-) CP CY) � F 0 luj c () O a r ¢ m U co ori � LL o o o r w rn 0 J .= N a p Q ILL. 0 W �-- W z > p ° U U) W _ z 0 0 z W � Q 0 CC E. - U) Q rr J 0 o 06 o W W oc � Q w n � z T Q T r ) �J J C a. N SHEET NO. OF 10 r