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5.2-10717 (2)
STANDARD 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 1°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 ABBREVIATIONS O � ° L�= ��LJU �D pMC3L��C� MOO �G�� PLANS FOR CONSTRUCTION OF PARCEL MAP 10717 SEWER AND LIFT STATION IMPROVEMENTS CENTER SECTION 36, T.30S., LIST OF R27E., M.D.B.M. FOUND BRASS � McKEE ROAD CAP IN CONCRETE MONUMENT. - - �- - - - - -- PROJECT DATUM ELFV = 35076 w DRAWINGS SACRAMENTO 0 SAN FRANCISCO a FRESNO KERN UNTY LOS ANGELES CITY OF BAKERSFIELD SAN DIEGO SHEET 1 TITLE SHEET SHEET 2 COMPAGNONI STREET SEWER STATE OF CALI ORNIA SHEET 3 COMPAGNONI ST. TO MICHELE ST. SEWER EP EDGE OF PAVEMENT R/W RIGHT OF WAY CB CATCH BASIN BC BEGIN CURVE )D EXISTING FIRE HYDRANT it ¢ HI #33 SHEET 4 MICHELE STREET SEWER INV INVERT JB JUNCTION BOX EC END CURVE 1 I CONSTRUCT 12" ^� TRACT 6362 SHEET 5 MICHELE STREET SEWER CON'T TIC TOP OF CONCRETE f� � � ,. FL FLOWUNE SD STORM DRAIN FG FINISHED GRADE LAT LATERAL 'b EXISTING BLOWOFF w 2Q SEWER j ! HUGHES LN. SEWER SHEET 6 MICHELE ST. TO HUGHES LN. SEWER GB GRADE BREAK MH MANHOLE CO CLEANOUT a i CD ICC #1 EASEMENT CL CENTERLINE AC ASPHALT CONCRETE EXISTING VALVE WITH SIZE SHOWN -------------------- - - - - -- SHEET 7 HUGHES LN. SEWER & STD. NOTES ~'� McKEE RD. 3 EXIST EXISTING OE OVER - EXCAVATION I � #32 MH #30 ? _` _ � ELEV, EL ELEVATION TOM TOP OF MANHOLE MH #__?a ,_e1 MH #27 MH #2a ;x I �y 1 SHEET 8 EXIST. LIFT STATION MODIFICATIONS UJ BW BACK OF WALK ® EXISTING WATER METER _ M+ - 9H #23 ,- 1 ,�I- �- #zg --,- -- 6 � -- i - - -- s �H #221 - - - - - - - -- -- -- - -- - -- - - - T 9 STANDARD DRAWINGS " SHEE M 1 #26 #25 SHEET 10 STANDARD DRAWINGS CON 'T CITY . - CITY CITY $OUNDARY ❑� EXISTING UTILITY STUB -UP I �- - - - - - - - - - - - - - - - - - vl _ __--I _ _ _ _ I- _ x� ' 1 I I � �•AYf. '° I SUMMARY OF IMPROVEMENTS TO - - - - - - o - - -- - SECTION LINE WITH STATION LABEL �- EXISTING LIGHT STANDARD I J W CONSTRUCT 12" SEWER - I I I a - -I -- - - - CENTER LINE WITH STATION LABEL fi EXISTING POWER POLE AND GUY ` LL1 MICHELE TO HUGHE I I I I hem No. Estimated Unit of hem UQuantity Measure • HWY. - - - - - - - - - - - - EXIST. RIGHT -OF -WAY LINE EXISTING CONDUIT PULL BOX 1 � U) I Q 1 I 1 I 1. 2,200 LF 8" Sewer Z MH #21) n1M� 10 LLi LIJ < I I 1 20' SEWER 1 2. 2,435 LF 12" Sewer - - - - - - - - - - -+ - - - -- - - EXIST. PROPERTY LINE NTH STATION LABEL O EXISTING CONCREl1= MONUMENT � W III i v I i I I EASEMENT � I 3. 155 LF 4" Sewer Lateral �- BEARING AND DISTANCE CONSTRUCT SEWER i ~ - ° I I i 4. 75 LF Bore and Jacked 4" Sewer Lateral `$ • -Q-s s EXISTING STREET SIGN �_ Z � Y I PER THIS CONTRACT I I t f a X I I I 1 I 5. 10 LF 6" Sewer Lateral 0- -Q- EXISTING TRAFFIC SIGN Q G -- -- N T Y I I I I -CITY OF I 6. 2 EA 8„x5' Sewer Stub Curno,r ----------------------- - - - - -- NEW SEWER EASEMENT I I 1 1 I D p K EXISTING ELECTRICAL VAULT I u' t j I i 1 I 1 BAKE RS F'IE LD I 7. 3 EA 4 Sewer Wye - - - } EXISTING STORM DRAIN AND MANHOLE o OF 'ERN- I " H #201 1 .1 8. 10 LF 6" Forcemain I ► s S EXISTING SEWER AND MANHOLE 0 EXISTING TELEPHONE VAULT i I i I i 9. 1 LS Exist. Forcemain Removal w w EXISTING WATER © EXISTING ELECTRICAL BOX 10. 1 EA 6" Pressure Cleanout CONS�RUCT 12" 11. 33 EA Manhole (48" Diameter) U EXISTING UTILITY JOINT TRECH ® EXISTING COMMUNICATIONS PEDESTAL I '" I I 1 MICHELE ST. SEWER 12. 1 EA Lined Manhole (48" Diameter) �� c c EXISTING GAS I f iJ 1 1 i 8" Sewer in Bored /Jacked 16" wi 3/8" Wall REVISION SUBPA�IWT-TED4Y - - - BEARING AND DISTANCE � • --, f J I i 1 i 13. 42 LF -- - - - "" EXISTING OVERHEAD LINE �- Steel Casin - Compa noni Street Crossing EXISTING FIBER OPTIC - - - -- - - EXISTING ELECTRICAL - - - -- -- -- EXISTING TELEPHONE LINE -- -- - - - -T� - EXISTING CABLE TV -- - -- -- x x - - - EXISTING FENCE - - -- -- EC - -- E. - EXISTING CONDUIT EXISTING SWALE LIP , _ - EXISTING CURB & GUTTER �FLOWLINE - g g 9 9 IMH #11 -CFTF 14. 16 LF 8" Sewer in Bored /Jacked 16" w/ 3/8" Wall SECTION DESIGNATION: I i I 140' RiW Steel Casing - Adjacent to Exist. Water Well SECTION LETTER I +� _ I H # 1 s 15. 80 LF 8' Sewer in Bored /Jacked 16 w/ 3/8" Wall 3- o /,- _84 _- ____- _ / Steel Casing - Taft Highway Crossing Ri ARD MEY R, RCE 28104 P. 3 -31 -20 6 DATE 12" Sewer in Bored /Jacked 20" w/ 3/8" Wall i I I W 1 16. 80 LF 6- J 2 Rfi g I W I Steel Casing - Canal Crossing K eyer oq• eX -3-31-1c Dh► t 17. 23 LF Bored /Jacked 12" Sewer -Into Exist Wet Well REVi i N APPROV SHEET WHERE SECTION IS SHOWN I I Cn I 1 i Hot Mix Asphalt- Concrete Trench Patch DETAIL DESIGNATION: I - I - ± J i - . 18. 435 LF ( ) i oh ? u3217 Michele Street DETAIL LETTER -. I i i 1 w I I' t' r 19. 315 LF Cold Mix Asphalt- Concrete Trench Patch °2c��7 0W Ad I I 49 7. 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. (Trucking Yard) ' I I I I I v I C j • I I 20. 1 LS Concrete Slab Repair MARIAN P. SHAW, RCE 32178, EXP. 6-6-2017 DATE ZC _ �- - - 1 21. 2 EA Lift Station Pump I _ - - -- - �� - - - - - - - - - AFT HIGHWAY 22. 1 LS Forcemain Manifold Revisions THE CONTRACTOR MUST t't{)TIY KERN DELTA WATER DISTRICT `' `-'� • - - -- I- - - S MH #16 • , �_ CiT_ 72 HOURS PRIOR TO CONSTRUCTION. �- ! ENGINEER'S C E RTI F I CAT ENCROACHMENT INTO KERN DELTA WATER DISTRICT CONSTRUCT 8" RIGHT -OF WAY IS ALLOWED UNDER AN ENCROACHMENT PERMIT r `t ' Iz I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATI NS COMPLY FILED ON BEHALF OF THE CITY OF BAKERSFIELD- THE MICHELE ST. SEWER I r I .i I "I 60' RAW LU o CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS SET 1 S ^✓? #15 I t_.. .! 1 \ -�-) z m WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND FORTH BY KERN DELTA WATER DISTRICT UNDER THEIR I s s''r-- 1- o DESIGN CRITERIA. AND THAT THEY INCLUDE ALL IMPROV MENT PURVIEW. I I r ILA O APPROVED AS TO CANAL REQUIREMENTS BY: ! I AKRSFEa�D� 1 1`,;�. - -_�_ r� REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER R VIEW BOARD. H #14 'r. i W z w I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWI GS ON THESE S t' el h J W I MH #13 r. ! Q O ~ KERN D LTA WAT R DISTR M o f -- MH #12 1 '- ) w U PLANS AND ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE L. MARK MULCAY, GENER ANAGER DATE O i I MH #11 I MP 1 � ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. N cn BENCH MARK MH #10 - - - --T 3 'MH #8 ---ter- - Q�OF>:ssJpN9� o MH SUBMITTED BY: TOP OF BRASS CAP IN CONCRETE MONUMENT AT THE L ___ ___.L________ __�� �/'' � '/ N / >� � b.28104 CENTERLINE INTERSECTION OF McKEE ROAD AND t� cam/ �// PARCEL MAP �` '� HUGHES LANE CENTER CORNER SECTION 36, T.30S., - - - - -- - - -__ - - - - - _ `� ' ( CONSTRUCT 8" SEWER - \?li' ��� 10717 BOUNDARY C sr,� cr R27E., M.D.B.M.) ELEVATION = 350.76 (CITY DATUM) PER COMPAGNONI TO MICHELE ,' -- � TRACT 6006 -2 &3 o,� M1H #,r CONSTRUCT -81 - rS y l�N��� ' COMPAGNONIT RICHARD MEYER, R.C.E.28104 DATE i ;/ ST. SEWER RECORD DRAWIN ERTIFICATION BEARING BASIS - -� - -- -'�/ 120's£R THE SOUTH LINE OF THE SOUTH EAST 1/4 OF SECTION 36, ; / r� ' 1H #2, EMFN7' T.30S., R27E., M.D.B.M. BEING THE C/L OF TAFT HWY. SAID - - - - -�' - - - -- - - -��� - -- GRID BEARING PER NAD83 IS N89 003'12 "W. DISTANCES ARE �! �'i �1,; l Q GRID VALUES, TO CONVERT TO GROUND VALUES MULTIPLY File Name: LEE11001TS1 CITY RECORDS NO.: BY 1 0000467 MH #1/ PROJECT LOCATION Ma R APPROVE , BY: SHEETS a NICOLAS FIDLE RCE 61069; EXP. 12 -31 -16 DATE PUBLIC WORKc DIRECTOR APPROVAL!? RECOMMENDED: STANT PUELIC WORKS DIRECTOR ' - Meyer EDWARD LEE ° P7\ DESCRIPTION APPD. KEY MAP 1 5-8-15 ADDED KDWD COMMENTS RDM Civil Engineering, Inc. P.M. 10717 SEWER & LIFT STATION IMPROVEMENTS 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 TITLE SHEET 6.22.1 r G.l T ✓a"'�S P��rt,.i� lzCi�1. Phone 661 - 836 -9834 FAX 661 - 836 -9761 SCALE: 1"=200' r ti Q r a DAT J MOO � OF 1 0 11 0 � Q SHEETS a PRINT DATE: 1/19/15 C� W J r W SEE SHEET 3 & -tP'I r--CITY OF � ` o , PRCEL N 1 0 � � cp Z CURIE DATA NO. 1 g ` , ` `� N ��� a o o p M 101160" 44 , 0 N P PRGE I pN . no o D= 802'32" PRCE� PN. 2 PPRGE� PH. 2 i1 SEC. �` BAKERSFIELD N �' `` `w �' 0� �= 184 ` `Q �' moo PM 10160_38 �� n R = 1500.00' P 10117 , 43 ` M 1011 0, 42 , z `, cn ` i Z 1 g pM ,160 P 4'16 ` CEO 2 T. 31 S . , R . 2 7 E . ` 7 ` L X y r 20' WIDE SEWER EASEMENT _ 71 �'-- A =, Z - G L = 210.54' 184 18 p PR pH c1) a �^ + �, �, TO CITY OF BAKERSFIELD, v r ct, m -A _ PR gg 0111 ,41 ?n G ' `s' a �' � w P r^ DOCUMENT NO. 0214116450, G v �' �" G �'' o - P 9 T = 105.45 - - _ pM 1 .160 '� r'�, Z rn � v P rn v O.R. 9 24 2014 'v+ + 20' WIDE SEWER EASEMENT U, _ ;- ! \ LL -------- - - - - -- - -- --- - - - - -- ` 184 GEL 2 5 r rn - v �' �, r / / r 6; TO CITY OF BAKERSFIELD, - P 6 - - - -- AR N _ q P r v �, ,, Z 184, P RCE�- 2 U' ,., 0 6, N N 6' r s DOCUMENT NO. 0214142710, o - - - - - - - - - - - - - - 111 pH. , -' a' - 6' G N rQ / `1' of ► I _ - - _ _ 3 -+ o r' 4_ - - GUTTER LIP ° -- - -- P 6 EXIS M �- 0 _ 9 �, w r Z Z \ cr _ cn w ,,Z O.R. 0... 14 r ' UJ Q, v 18 4 `1 P 1 16 0 � -P o �' Z `�' +.P a' CURIE DATA N0. 3 `: �' G N �, o � ° °o �, � � � � o � - - - _ - - - _ _ _ - - _- _ 1 R/ W _ - - `------------ - - - - -� T. PUE 18 �1 r„ '' ° `-'' �" '0 0 o D _ 1143 37 �� �, o z rn r� cn N C� 1 �, �, a D c EXIST. 36" S.D. 7r �' Z o v � m O STRU � Q; f7 EXIST. 36" S.D. D - - _$ D - - --- _ u--- c -lam -- - - - _ - _ _ ----- - - - - -- - - - - - -- ` rn U' o p `� -� R _ 1500. 00 0 ° z ran R _3 d - -I - - - - - -D EXIST 30° D ------- �'- - - -- - - - - - - - 1 -_ � Z L - 309.63' ° A � -� SEWS �_ - -- 0 xl) �s 1 STA. 6 +43.15 CURIE NO 1 STA 8 +5369- D _ --- ---.-D - - -D- -- .-- -- _ - - __� - - - - �_ -- -------- - - -` -- - - - - - -- -- - - - - -- - - -- - - =- 15_5.3- - - - - -- - - -- - -- -- - - - - -- - -- - -` - --- -- - - --- - w w w -- - - - - -- _ _ - + y _ 1U-- -- ° ,-� - -- - - - -- __ ` - -- - - - -- - - -- - -- -- - - -- - S _ -� -- 6'48 "E `Z - -- - -Z/ - - - - - - -- - _..-- -w N20174,38E 55 D _ _ N -- - _ _ _ - -- - - -- - - - -- --- - - - - -- -- - - - - -- - __ N - - -_ - -- ------- - -, -E) -T - -_ _ -_ - -�/ w J -! _ �F pNS - - - - - - -- - __ - -- EXIST. S.D. - -- - - - -- _�- _ -'- -- p - -- - - - 4T K' „ _ 0.5 - --� ® " b - - _ - _ - -- �_ _ C -RUCTION _ I1 D - - -- -! - - °o- _ E�usr. 36• s _ " - U - - - 36" . - -' - T/' u� CURVE s 94 00 _ E �- - S EXIST - -- - - P� -- D- .--_ -- srA. 13+7s. o ' SEE P - - - -- - _ _ _ - °�,° NO• u - -' - - NI ST. o N - -- -- -�I- -- - - - - -- -- c1 - °- -„ - - - 4 u _ - _ - - - AG -1_' T E NO• Tu -�L u - - - _ - 1/L w -�_ &. - COMP AIN - -- - ,.------ -- - - -- ------------ - - - - -- �'_- - - �-- 3 � 2217.± o t- ROFIL »; N1T1439 E 184.14 - -- - - - - =`�- - - -- a---- - -_/jj CUR 5 1 S - - - - - -- u - --- - -- -_ -® - - -- - - - w EXIS 8" PV WATER - - I - - -- N SHEET 3 S 14+05.16 c STA 17 -- ------- - - - - -- s--- .- _ -[�}`. - - - -- --- - - - - -- - -- - - - _ _ _ _ __ __ _ -- w - - - 14 STA CURIE NO. 3 _ -- _ - - - . �'- _ - - - -- - ,r, - - - - - - - -- _ - -� w-_� - - - -- STA. 13 +54.26 sue . - - - - - -- WA - - - - - -- - -- - - - -I - - - - -- - - -- - -I -- - - - 5 _ u - -_ _ � - -- -- r� a� �. f5 � 16 EXIST. 8° WATER y - -- -- __ - -i ^< w cv 1.55 m� CURVE DATA NO. 2 ----- - - -___ - -- N20'04 38 E 260 ' -_ -u- ---_ _ -- _ _ -- - _ _ _� - �, EXIST. 8" 7ER STA. 17+ 14RT.t 1 �- _ - o v ?' D = 7'43'01" ` n CO ---- ---------------- --�'s9 - `�? - _- - - - - -- �_ - __ - -� _ _ _ -w srAg_4gw 14RT.t GUTTER LIP Ex►s�_vC.wATE_� -w� -�_ R 1455.00' �`, NSTRUCT g.. SEWER ----- - - - - -- ____ - v - - - - - -- __ -_ _ �--� -- --_ _� - - -� _ _ _ _ = = t - - - - �- - -- -- - �'% w - - - - - W _ _- _ _ - r cn n - u - - -- - - - - -� - -- -- - - -- - -- - 0 0 � --� L = 195.97 � c� � r cp � 20' WIDE SEWER EASEMENT TG CITY __ s N20'0438 "E -260: - - -- ___ -1 � -- ;--- _ _ b �T-, - - - - - b _ _ _ U - u CURE TA NO. 5 �+ T = 98.13' G cp �` c W-2 CONSTRUCT EXIST. PUE - -- - - - -- t. _-- -- - - -- - - _ _ E� _ _ - - - u D = 515'4 7" _ _ `w OF BAKERSFIELD, DOCUMENT N0. 8 MH N0. 3 - 7LA - ________ s---�_ - - _ -__ _ u u -- _ �- - -- , � v' 0214039124, O.R. 4 08 2014 STA. 11 +14. w z - - -__ _ R - 1 0.00 �' P 20' WIDE SEWER EASEMENT TO CITY cr y �, _ _ - _ -__ , d' r cr Z o r 58, 45.00R T. w RAL CONNECTION - - - - - CUR t/E DATA N0. 4 L = 13 .42 o OF BAKERSFIELD, DOCUMENT NO. ` _9 Z " w ___ __ J" o rn rn SW -1 4 cn W- � - �, R�W - U GUTTER ` cn 3 LATERAL STUB NO. 3 cn ,_ �J 4 LATERAL STUB N0. 6 D = 27227 cn ,, Z T = 6 75' ' o 0214058254, O.R. 5/23/2014 �, o -� Q Z E� 2 w STA. 12 +45.03 u' PRG PN 9 o Q 45.00RT. g SW -1 �^ o 1 STA. 11 +14.58, 55.00RT "0' WIDE SEWER EASEMENT 1 �, ,1, 4" LA `r ° 1 STA• 14 +08.92, 45.0 R = 1500.00' �� L4 a�a' ° 1011 �36 0 o `J o Q' P PRGE pH. ,160 ELEV. 339.76 TO CITY OF BAKERSFIELD, TERAL STUB N0. 4 ° ` ELEV. 342.3 - RT• 8 = 57.7 ' cs 111 b o ° -r 184 S= 1.00% DOCUMENT N0. 0214058251, STA. SW -1 d �r; ` r 3, S -1.00% NOTE: EXISTING UTILITY CONDUIT STUB -UPS L 9, p PR EL 98 S T = 28.90 P g6` , .�M 10 16031 C �� •N O.R. 5/23/2014 ELEV. 39.30,3, 55.00RT. g = `t 4" LATERAL STUB N0. 5 MAY CONFLICT WITH INSTALLATION OF EWER. o �� ,160,2 184` CITY O I \ 2 338.30, 5 =1.00% ZE 1 > > SW -1 RELOCATE AS NECESSARY TO INSTALL SEWER, r 18 `a N � " ` N � PRGE� pN. 2 ` 1 T U-; 0 N r � STA. 13 +75.48, 55.00RT. 9 TYPICAL. 0 BAKERSFIELD'" `� ' o �+ M 101110,35 �� P PRGE PN'1 OF BAIDKERSF ELD, EASEMENT 10 Cl i Y �` o ,o ELEV. 342.10, S= 1.009 GEL P N� P ,16 11 q Go pR ,6 + o 1 n C 184 \PM x10 1603 0214058252, O.R. 5/23/2014 Z 0 1 p �P 12 0 4g `, •o °o T \ SCALES /� 7 " O 20' WIDE SEWER EASEMENT TO CITY , g4�160� HORIZONTAL: 1 =40 " "' OF BAKERSFIELD, DOCUMENT NO. Z VERTICAL: 1 " =4' PLAN o (COMP11 GNONH STREET SEWIER `�' 021416451, O.R. 9/24/2014 3 20 0 40 80 ° 1 EXISTING UTILITY TRENCH: o O GAS ELECTRIC TV & TELEPHONE 0 , , , T-\ 40 10 VERIFY LOCATION AND DEPTH REFER TO LEGEND, SHEET 1 W O LATERAL NO. Z Z O 2 S69'55'22 "E 10.00' 3 W - 00 352..._._Z 5 = o' z z N20 °04'38 "E 33.44' 7A 1\172`45121 "W 14.77' ' 350 � f ,- ' N57'52'30 "W 48.29' 7D S83'09'1 4 "E 75.00' --------- N Ji Z J Q 348 0 = € �- W w J J -�- U) W Lu 346 344 342 340 338 mg J w f�Y3 W 0- � =-=a CONSTRUCT 195.97 LF (TRUE LENGTH) OF 8" SDR35 PVC SEWER 0 N O Z Z uj U Z Z = o ? z g CU CA 00 Z J ¢ W w. OU r- J J (n w W° 4" LATERAL B &Ds LATERAL NO. B &D 1 N59 °59'56 "E 10.00' 2 S69'55'22 "E 10.00' 3 S69 °55'22 "E 10.00' 4 S69 °55'22 "E 10.00' 5 S69`'55'22 "E 10.00' 6 N20 °04'38 "E 33.44' 7A 1\172`45121 "W 14.77' 713 N75 °5612 "W 17.00' 7C N57'52'30 "W 48.29' 7D S83'09'1 4 "E 75.00' R2 ro O Z Z Q J � w d 00 O Z 2 O a o !� J � CAD M �. W + n M EXIST. GRADE c~n S= -0.35% (TRUE SLOPE) Is co J W 0 J ¢ ¢ J W � J �- O ? d- Z O O ZO " N UN rM _. W - V) Z j O r - c-� 35% W to 3 °' '8 w Lo O Z p X3 O 0 �¢ z(n�Z ¢ J� O J Cn 3 J +r U O � 00 o0 :7 O CD co 00 w U 00 - Z Z m j j mO C-4 jai - - - - -- Z z =O �ZZZ cr- apZZZ =O ZZ m U '� O 00 M C) 'q- 00 00 to U r- O J Lo O sh L0 t!) N rn r- J N N O -i-r'7M� O +`t Qr7 M r 7 n M Q Lo r7 r7 J z ¢ W W W Z¢ W W W 00 c~o z ¢ W W O a J J J O J J J ( O a H- _1 J U �r csr_m w w - cn W t, i try - - _ v <r W J t cc (b 4" LATERAL N0. 6 --------- - - - - -- r��69 33.44 LF @ S1.00% i w s 4" LATERAL STUB NO. 6 SW -1 STA. 14 +08.92, 45.00RT. 9 - ELEV. 34.33 INV. le LAT. 9 CONSTRUCT 260.89 LF (TRUE LENGTH) 11 CONSTRUCT 260.89 LF (TRUE LENGTH) 13 OF 8" SDR35 PVC SEWER OF 8" SDR35 PVC SEWER WORK TO BE COMPLETED UNDER CITY OF BAKERSFIELD IN- STREET PERMIT NOTES: 1. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO THE CITY FOR APPROVAL BEFORE 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. S= 35% (TR SLOPEL SEWER RT 14 15 CONSTRUCT 184.14 LF (TRUE LENGTH) OF 8" SDR35 PVC SEWER irz 7 m r; cn t rn m r- -16 O w Z m o a O � p W z Z j 2 O � Z U U-) N L) ¢ :D [Y �r+r7 O Z J ¢ W U cF Cn w IL - - - -- - - -W _ - - - - - -- (TRUE SLOPE) - - -- 17 N -2 MANHOLE NO. 6B 1�¢ bid m OVER SEWER o co cd co co V) J J _ cnww I CD c� r` 7 STA. 17 +51.55, 35.00LT. O to Ch W OVER SEWER W W J W--------- ELEV. 342.92 INV, 4" LAT. E & W -- --------- S= -0.35% (TRUE SLOPE) Is co J W 0 J ¢ ¢ J W � J �- O ? d- Z O O ZO " N UN rM _. W - V) Z j O r - c-� 35% W to 3 °' '8 w Lo O Z p X3 O 0 �¢ z(n�Z ¢ J� O J Cn 3 J +r U O � 00 o0 :7 O CD co 00 w U 00 - Z Z m j j mO C-4 jai - - - - -- Z z =O �ZZZ cr- apZZZ =O ZZ m U '� O 00 M C) 'q- 00 00 to U r- O J Lo O sh L0 t!) N rn r- J N N O -i-r'7M� O +`t Qr7 M r 7 n M Q Lo r7 r7 J z ¢ W W W Z¢ W W W 00 c~o z ¢ W W O a J J J O J J J ( O a H- _1 J U �r csr_m w w - cn W t, i try - - _ v <r W J t cc (b 4" LATERAL N0. 6 --------- - - - - -- r��69 33.44 LF @ S1.00% i w s 4" LATERAL STUB NO. 6 SW -1 STA. 14 +08.92, 45.00RT. 9 - ELEV. 34.33 INV. le LAT. 9 CONSTRUCT 260.89 LF (TRUE LENGTH) 11 CONSTRUCT 260.89 LF (TRUE LENGTH) 13 OF 8" SDR35 PVC SEWER OF 8" SDR35 PVC SEWER WORK TO BE COMPLETED UNDER CITY OF BAKERSFIELD IN- STREET PERMIT NOTES: 1. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO THE CITY FOR APPROVAL BEFORE 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. S= 35% (TR SLOPEL SEWER RT 14 15 CONSTRUCT 184.14 LF (TRUE LENGTH) OF 8" SDR35 PVC SEWER irz 7 m r; cn t rn m r- -16 O w Z m o a O � p W z Z j 2 O � Z U U-) N L) ¢ :D [Y �r+r7 O Z J ¢ W U cF Cn w IL - - - -- - - -W _ - - - - - -- (TRUE SLOPE) - - -- 17 N -2 MANHOLE NO. 6B 1�¢ bid m EXIST. GRADE c 7 STA. 17 +51.55, 35.00LT. W OVER SEWER ELEV. 342.92 INV, 4" LAT. E & W w z 0 W W J ELEV. 342.65 INV. 8" MAIN S °' Nc, � N� Q LL - 348 -� - - -- J z co �m � `° `' -�-- 0 r;� ; "' - 348 � U) Q W Lu _ uj ---- _ w BORE &JACK 4" LATERAL N0. 7D 0 0 ��� T 0 75.00 LF @ S =1.00% SEE DETAIL W- 346! -- T._ m - 346 9 4" LATERAL N0. w 7 J-- W w 3444 8.29 LF ® S =1.00 344 342 342 -- m O J J Q 3 Z O N = 340 z Lo ~ v, rni L - Lo N 340 -- m Z \ w - r? r- rro r ° 338 J ¢ 338 o � o OZ Z -A 352 350 348 346 344 342 340 338 18 36 or: r 50LT. - _ J 75RT. RECORD DRAWING CERTIFICATION VERIFY DEPTH cn W STA. 17 +51.55, 22 ±LT. ¢ ¢ w ELEV 339± rn w N PROFILE A CITY RECORDS NO.: I 0 � co N W U 0 ro r U U co o 0 c cn co � < co L (.0 N °' cn U cl:i m W CD 0 co U co co co uj cf) U cf) op T 0 :>: co vi c o 0 a_ T a� o o r C, 1 5, m - O (D U u Z �m�IQT w r 0 a_ a Q u o 1�¢ bid m o s � c G 6 V O Z I 0 � co N W U 0 ro r U U co o 0 c cn co � < co L (.0 N °' cn U cl:i m W CD 0 co U co co co uj cf) U cf) op T 0 :>: co vi c o 0 a_ T a� o o r C, 1 5, m - O (D U u Z �m�IQT w r 0 a_ a Q u o W W W W (f) w z 0 W W J � � Q LL - J z o o6 0 Wlzz >w � U) Q T 0 0 T U SHEET NO R OF 10 D71 u WQ��a w w �a� fjj Go W Z C31-- a0 N o v o� °w rn N ct� °o END BORE & JACK z w v cu L' SEE SHEET 4 o o SEC . 1 Z ° STA. 15 +79.77 SEWER ° N SEE SHEET 2 M + W T. 3 1 S., o R. 2 7 E. PARCEL 4 EXIST. 36" STORM DRAIN �b j 3 i� % STA. 15 +73± , 0 °'' �' cD /V� / o u V) Lo + cv N PM 10717 PH. 184- 160 -44 W -2 CONSTRUCT MH NO. 5 i J = i, c° // BEGIN BORE & JACK g STA. 15 +67.77 SEWER � �.z / zo _ o // STA. 16 +21.77 SEWER 20' WIDE SEWER EASEMENT TO CITY 1 Z I ' 10 EXIST. PROPERTY LINE & OF CONSTRUCTION 11 - 12 ~ u cn " X 13 II 14 N60-)9'43"E 26.25 ; i �� ! _� 15 /, - - — CONSTRUCT 4 LATERAL OF BAKERSFIELD, DOCUMENT N0. 0214058255, O.R. 5/23/2014 I , �-{- - - - - I - - -I -- - - - - - - - - -- S89'03'12 "E 72.21' S89 0312E �- - -1- - - - - -I - - - S89'03'12" 272.22' /,� - - - I- - - L - '� •; % 1 j S69S / N0. 6, SEE SHEET 2 CONSTRUCT MH N0. 10 W -2 1 1 I ---- y----------- s - - - - -- s SO'56 48 - -- - - - - -- -------- W 10.00 - - - - -- CONSTRUCT s i s? �£s,C` NO. , 4' LATERAL N 5, SEE SHEET 2 �j o T �O.00LT.EN s 9 I INSTALL 8" SEWER � � � i� ��% L � � °' STA. 9 +907.09, S44'07'51 "E 10.00' LLJ w � ; 3 �� - - 00 °O �- CONSTRUCT MH NO. 4 W -2 U C TY OF 20' WIDE SEWER EASEMENT TO CITY OF BAKERSFIELD, DOCUMENT NO. o o � Z ° °o Y o Q ZX N' ' PARCEL 5 �" /`30' / i ^ 30, !� �� STA. 16 +39.77 SEWER 9 T N C 0 U N TY N 0214009191, O.R. 1/27/2014 m ° ,1 i2 I i CN "' c PM 10717 PH. 2 184- 160 -39 O' o° %/ 8' \% ° ;` l 22' �0, OF KERNN BAKERSFIELD J Fo w + ° X �� �, 21 v � ^ � �'' •A CONSTRUCT 8" SEWER, m Q > , / � 11 ; �l l / SEE SHEET 2 c SEE SHEET 2 { u o SCALES N °' 3 U uj m HORIZONTAL: 1"=40' VERTICAL: 1"=4' O EXISTING UTILITY TRENCH: 1 GAS ELECTRIC, TV, &TELEPHONE 20 0 40 80 ° COMEPAGNONH STREET hCC FIELE STREET VERIFY LOCATION AND DEPTH o L )12 (D (o 40 10 3 REFER TO LEGEND, SHEET 1 S( . 0 0 N cD T 00 ui `1d 1 C14 Lo Z Z � Z z N 3. M O U-i M r7 r7 46 Z QQ O J 1� r7 O Iz� �Z Q M Z V) W Z O W Co J(n?i co H J > o O rn w O w 00 _ _ O w co c � j = - Z� � � - J 00 0000 G>- O W -4-0000 Z Z-i Z w Z Z j j OU Z Z W O. jjj <� Z Z jjj OU m j Z cr O ° d J'd r- -d- tf� p r- Q 0! n O 00 r7 OO�cD ~ ~ ^�Nr� �¢ N r ° U O Of O U ^ � � � U Q I� co co + r) n � r7 et +I C Q MO�� U U (n n r J 3 rn U N 06 I� + + r7 r7 — O Z + -t r7 Pii C) co r� r') r-7 QJ �F nj � � � � � � � _) P7 r 1 r7 ao + � H co r7 (./) O (n fQ- O EXIST. GRADE to J >> O z FQ- J J Z Q Z Q W W W O O FQ-JJ I X to O= JJJ J Q W - 1- J C) N v uo OVER SEWER u to cn w W � U Lo U cn w w w w U) U U) w W W - Q0 d- N w 348 _ - - - T�Q66 - N M m m ° - � o � I J I I� M� J m �� 348 o - - -- ----------- 346 - - - - -- ---------- .__ - - -` ------------------------ - - -- --------------- `'--------- - - - - -W --- - - - - -- -_w -- - -___ -- --- - - - - -- w --- QI '� -____ W"f - -_ W'� -__- �, ° -- T - -- _ - -` - - -- a_ - - - (0 - 346 o Lu co a- � � 344 _ -` � � w 344 342 � Y 342 4-1 " ATERAL NO. 5 CONSTRUCT 10.00 LF ® S =1.00% 340 _ - N ¢ W SADDLE D -9 10 340 0 z 338 338 336 _ti_ J �-- o _.._,_. .. __ • = 0.25% - --"�'__' S= 0.25% —SEWER INVERT YI! . '_"_� S= 0.27% S =0 35% u, w v",• _ w -- - o m 336 � U) s M p to (J LE o `n T o ; Lo 334 CONSTRUCT 10.00 LF 0 ! 0 -�i 11 12 _ 13 14 z w Q 15 `1' 16 °° 334 �° Q o w (TRUE LENGTH) OF `�' BORE & JACK 42.00 LF a_ 'o a J u- o 8" SDR35 PVC SEWER CONSTRUCT 272.21 LF OF 8" SDR35 PVC SEWER CONSTRUCT 272.22 LF OF 8" SDR35 PVC SEWER OF 8" "x3/4" SDR35 PVC SEWER W -g mo 16 WALL CASING 9 I-- W CONSTRUCT 26.25 LF OF CONSTRUCT 72.00 LF OF z 8" SDR35 PVC SEWER 8" SDR35 PVC SEWER :E w PROFILE Q/"'�=�OhIPAGINGhU S=IET TO IvUCIMLIE S=IET SEWER > cf) O [--: 22' 22' 5' CE (f ) 18' 2' 2' 10' 12' NOTES: J 7' 1 10' I� 1. CONTRACTOR SHALL SUBMIT TRAFFIC W z 0 W _ L=j N I ° zl ° L� ° CONTROL PLAN TO THE CITY FOR APPROVAL w J Q z ►° Q � ~ °° o �- INSTALL =o ° + BEFORE THE BEGINNING OF WOR '? TEMPORARY "K" a- a ° c� CO Q O N RAIL °! TOP OF EXIST. W;w Q ~f V 2. CONTRACTOR TO POTHOLE AND ERIFY F— w PAVEMENT cn co w v' - - - - -- , ----------- -- - -- ----------------- --- - - - - -- DEPTH AND LOCATION OF WATERLINE AND o o STORM DRAIN AND NOTIFY ENGINEER OF w LIMITS OF 1 EXCAVATION ANY POSSIBLE CONFLICTS PRIOR TO THE U-1 w z Q uJ EXIST. 36 "0 RCP STORM DRAIN. EXIST. 36" S.D. ° VERIFY DEPTH ST. u ° BEGINNING OF CONSTRUCTION. co Z CONTRACTOR TO SUPPORT IN PLACE DURING STA. 15 +75± �O 00 SEWER EXCAVATION AND CONSTRUCTION. ELEV 338± m + p '- SEE DETAIL W- m + C '- O Q IZ CONSTRUCT SADDLE t w uo 9 ' v~Qi T SEE DETAIL D-g - - O 10 - - - -- - - -- -- - - - -- - - RECORD DRAWING C RTIFICATION SHEET NO. C) Cif ° BORE & JACK 42.00 LF OF 8" SDR35 PVC SEWER 16 "x3/4" WALL CASING BOTTOM OF TRENCH _ M >�¢w SEE DETAIL (ST-1 DETAIL — COMPAGNONI STREET CROSSING A y 4 of ` - i� W SCALE: 1"=4' 10 CITY RECORDS NO.: EXIST. WATER WELL, CONCRETE PAD, & STORAGE TANK. DO NOT DISTURB. 2 SEE DETAIL A 4 20' WIDE SEWER EASEMENT TO CITY `; a, `;' F;=um 1 rn OF BAKERSFIELD, DOCUMENT NO. � 0214058255, O.R. 5/23/2014 ° �, 1_ REPAIR EXIST. COLD MIX 0) o o oo °° - Jo r- °o ASPHALT SURFACE AFTER °z rn °o b z °o rn ° oz ° °z �°ri °z SEWER CONSTRUCTION 2 N O cr� °���� wi COUNTY Of 00 °o ^� O I� W H r- O U° - U rn U° I U 67 _ <.') O O f + 1 W O+ V 5+ O + O+ ++ ++ O O W � m of N I �] � N � N A/ F KERN cn rn ro rn rn 184- 160 -13 (n z z N cn '- Z QQ d Z QQ Z Q cn O Fes- WOFa- WO I¢- O o I- �t o �- I- 0 1-- o Q EXIST. PROPERTY LINE U U) U) V) U U) V7 V N N W V (n m U N I m U U) U N _ __ __ _ -- - - - - -_ & � OF CONSTRUCTION ------ - - - - -- - ----- - - - - -- - - -- --I- - -- - - -- - - - - -- -------------------- t� SN0'47'29 "E 196.17' s I J NO'47'29 "E 163.26' s 10 11 112 13 1 IR x — IR IR Z2� 00 1 PARCEL 4 " I x w w f " b m r W- CONSTRUCT 4 WYE c°„44 PM 10717 PH. 1 I N nI i �, 184- 160 -44 _� 9 TA. 13 +42.09, 10.00LT. fh O �� rrf � z z Z �•.. 1 BAKERSFIELD�- SEE SHEET 3 o w EXIST. WELL & SCALES z CONCRETE PAD HORIZONTAL: 1 " =40' ca cr- VERTICAL: 1 " =4' v'-i o 20 0 40 80 w I y 1 I •ice �� 1 40 10 `n co --------- - - - - -- - - - - -- EXIST PROPERTY LINE - - - x ------x x -__ x - = - - =x- =_ _ 24' STEEL CASING LIMITS DETAIL — EXIST. WATER WELL CONSTRUCT 10.00 LF (TRUE LENGTH) OF 8" SDR35 PVC SEWER 0 r \ISTING CALTRANS R/W m W w W 3 a' 20' WIDE SEWER EASEM�T T6" TYJ 3 rn 2 z v OF BAKERSFIELD, DOCUMENT NO. - } Ln 0 0214058255, O.R. 5/23/2014 J < w J Dal °z o REPAIR EXIST. CONCRETE PAD o0 0 a = o rn AFTER SEWER CONSTRUCTION z° o °0 _ Of N EXISTING CALTRANS R/W N O g ca I N� -- rnN n W O V) C14 L- co ° i BORE & JACK 8 + 184- 160 -14 z N Z ° ~ o o' SEWER IN CASING ++ CONSTRUCT ° Z a CONSTRUCT ; Z '�; �� w ' LOT 2 (CALTRANS) 12 SEWER + T °MS° R.M. ° co n I cj z QI ' o � z I END CASING LLA 120 -05 9 8 SEWER ,y ; o Z �=, Z J I 514- 060 -27 CONSTRUCT MH N0. 17 z a 10 �' - - -�I ! i & 8" STUB 5' WEST W- ° - - -- - -- - - - - - -- -- t- - -Q- NO'4T29 "E 163.26' i 1 I q R MICHELE ST. & Lo s - - -- - -- - - STA. 10 +66.51, 5.00RT. 9 + - CONSTRUCTION _ _ 44 - -- Tv -- - - -,, -- -- - 1= �- 11, —� '>I rf -�_ _ I t1 -°- 11 13 N0362 "E 471.J4' �/� W - -IR -IR IR � _ is 1N0T49�'S1'IE- - - - - - _ -- - -- s _ _ . CAUTION: EXIST. CAN II , I i o o s NO-36'29"E 367.18' --- � ,, -pN 1.32.62 -- i TIER LIP ,�, GUTTER LIP - Cn LINE. CONTRACTOR TO II I I �� ��1 - -- - - - -- - - -- -;,r, - - - -- - - - - - -- /L- - - - - - - -_ LOCATE AND POTHOLE 1 II oo `�' I T- °H i -- _- - ---- - - - - -- - ---- - - - -`- - - - - - -- PARCEL A , PRIOR TO CONSTRUCTION i li GUTILK w v.. v I I / � _ -- -- -- 1 r- - - -_ -- -- -- - -_ 184 149 03 W_ CONSTRUCT 4" WYE II N Ez I �' I GUTTER REPAIR ALL ITEMS PER �R /W I 184 - 160 -30 PARCEL 3 COUNTY OFIKERN STDs. PARCEL 2 9 TA. 15 +37.96, l 0.00LT. I w I O PM 8250 PM 8250 l`U RE CALTRANS R/W I I II 514- 060 -20 514- 060 -19T v ri "COUN I n 1 III ! z + IIVVUC=L]:E � >- FUTURE CALTRANS R/W OF KERN P SEVVER >- C) � V)CL SCALE: 1 " =10' SF-wOf O Q 0) M N t� N z W o � NOTE: CONTRACTOR SHALL �t O JO1� F W O O cor� U=++ U' ° `° SUBMIT TRAFFIC CONTROL PLAN Lo REFER TO LEGEND, SHEET 1 z zQ V) V) co co TO THE COUNTY FOR APPROVAL Lo 348 T\ 346 344 342 - 340 --- 338— 336 334 _ 332-- 330 Lp co N m ^�) �* EXIST. GRADE co cm — J OVER SEWER J -� _ M O� J J w w. - - - -�- "' _ uw w _ —___- - - - -- — I W7 SCALE: 1 " =10' 4 N t� N N �t 1 cor� I Lo O co > Lo L � M r� rr) n M O n n N n pry r'7 � n Lr) O O (� rn Q Z � w Z J Z J W Z LLI U Z W Z W W � W pry O U � Z m c:6 N p'..) g p7 U O U U O O U O W V N U d U O rn H rn ± m W N O Of N H N d •- V) O cn Ham-- V) z �, '- m v7 '- N z O F- O O I_ w 0 Z O z¢ 1- O zo~ { U Ui V (n U U) cn U U) W U N U U U) (n 348 T\ 346 344 342 - 340 --- 338— 336 334 _ 332-- 330 Lp co N m ^�) �* EXIST. GRADE co cm — J OVER SEWER J -� _ M O� J J w w. - - - -�- "' _ uw w _ —___- - - - -- — I � O —c \ m V) Z � FO- 00 LLj W E- V) Q m Z O 00 Z Z F- O O $3 N 1` Q = O (D O CO Z ca U- + (n +Mp Ks TOP OF z � ° � C5 (n TAFT cno d °z =►a --�uj HIGHWAY w w v LE _u c-, w w Q9 � cx) co m co co w ��.m a - -_ -- -- 7,z J _�� u w 5 I J All i I cr- 1 W IW 3z w a. Ld C1 ' O I Z cr i o It C j. �.. j I Q�°O. O i Ito �o 4- I I O O O I r Q - - - - - -- - -- — .. I CD S= -0.25 - - - - -- -- - - - - -- n S = -0 25% I 'I — - -- • _ SENIER INVERT S -(.35% -- M 0 o a Il 10 11 - 12 13 14 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 SEWEIR CONSTRUCT 13.07 LF (TRUE LEGTH) CONSTRUCT 13.07 LF (TRUE LEGTH) REQUIRED BORE UNDER OF 8" SDR35 PVC SEWER OF 8" SDR35 PVC SEWER CALTRANS BORE & JACK 24.00 LF ENCROACHMENT PERMIT OF 8" SDR35 PVC SEWS W- 8" SDR35 PVC IN 16 "x3/8" WALL CASING < 16 "x3/8" WALL CASING 9 SW -8 9 ro-111 .111!111 pli in D'ON" BEFORE THE BEGINNING OF WORK. REVISION SUBMITTED BY: RICHARD MEYER, RCE 28104 EXP. ;3- 1 -2016 DA REVISION APPROVED BY: MARIAN P. SHAW, RCE 32178, EXP. 6 -6 -2017 DATE cc w � - 350 o rn c) co co co 'q- R co c) I J w w W - W - -- ----- i - - - -- - - - -- - - -- 348 L ' N 346 M W -Ci 344 G co w. � 342 0� J _ ! 340 t-' w < 338 336 A334 ELEV. 333.21 332 1330 t1 -- 12 - 13 1 CONSTRUCT 308.49 LF OF 12" SDR35 PVC SEWER WORK TO BE COMPLETED UNDER KERN COUNTY ENCRO/ ER z N 0 N ID LL, U s , o c`0 L U w (.0 0 C. (o U - °' x W — C15 J 0) Co � W � o O U) ,Y) m �00 C/) 00 W w`W`^ op VJ O r ('.)l 2 co _) ^^O T LL RECORD DRAWING CERTIFICATION 5- Z —10-717 CITY RECORDS NO.: i n .Q U) w n W n `O Q z U w'� a � 0 0 'w Z U) Cc O CE U L2' Q L m O 1 N Q 91 QQ L' r 3 o w'Z -'m 5J m 6 a o Q LL W W cc O W cr- 3:a LJ w z � W 0 �-- Q LJ J 11 c/) Q L~L I— J n co LU W Cr J W W W T- U U — T O r n SHEET NO. 4 OF 10 W7 t� �t 1 cor� O > U /� Z J = W Q (� rn Q co Z N Q W 1< to � U of � U � Z m L0 CD Lo < m N wm N T a rn rn cd co �? _j { M W _ - - -� — '_' I -- ._ - - - --- .... —J w � O —c \ m V) Z � FO- 00 LLj W E- V) Q m Z O 00 Z Z F- O O $3 N 1` Q = O (D O CO Z ca U- + (n +Mp Ks TOP OF z � ° � C5 (n TAFT cno d °z =►a --�uj HIGHWAY w w v LE _u c-, w w Q9 � cx) co m co co w ��.m a - -_ -- -- 7,z J _�� u w 5 I J All i I cr- 1 W IW 3z w a. Ld C1 ' O I Z cr i o It C j. �.. j I Q�°O. O i Ito �o 4- I I O O O I r Q - - - - - -- - -- — .. I CD S= -0.25 - - - - -- -- - - - - -- n S = -0 25% I 'I — - -- • _ SENIER INVERT S -(.35% -- M 0 o a Il 10 11 - 12 13 14 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 SEWEIR CONSTRUCT 13.07 LF (TRUE LEGTH) CONSTRUCT 13.07 LF (TRUE LEGTH) REQUIRED BORE UNDER OF 8" SDR35 PVC SEWER OF 8" SDR35 PVC SEWER CALTRANS BORE & JACK 24.00 LF ENCROACHMENT PERMIT OF 8" SDR35 PVC SEWS W- 8" SDR35 PVC IN 16 "x3/8" WALL CASING < 16 "x3/8" WALL CASING 9 SW -8 9 ro-111 .111!111 pli in D'ON" BEFORE THE BEGINNING OF WORK. REVISION SUBMITTED BY: RICHARD MEYER, RCE 28104 EXP. ;3- 1 -2016 DA REVISION APPROVED BY: MARIAN P. SHAW, RCE 32178, EXP. 6 -6 -2017 DATE cc w � - 350 o rn c) co co co 'q- R co c) I J w w W - W - -- ----- i - - - -- - - - -- - - -- 348 L ' N 346 M W -Ci 344 G co w. � 342 0� J _ ! 340 t-' w < 338 336 A334 ELEV. 333.21 332 1330 t1 -- 12 - 13 1 CONSTRUCT 308.49 LF OF 12" SDR35 PVC SEWER WORK TO BE COMPLETED UNDER KERN COUNTY ENCRO/ ER z N 0 N ID LL, U s , o c`0 L U w (.0 0 C. (o U - °' x W — C15 J 0) Co � W � o O U) ,Y) m �00 C/) 00 W w`W`^ op VJ O r ('.)l 2 co _) ^^O T LL RECORD DRAWING CERTIFICATION 5- Z —10-717 CITY RECORDS NO.: i n .Q U) w n W n `O Q z U w'� a � 0 0 'w Z U) Cc O CE U L2' Q L m O 1 N Q 91 QQ L' r 3 o w'Z -'m 5J m 6 a o Q LL W W cc O W cr- 3:a LJ w z � W 0 �-- Q LJ J 11 c/) Q L~L I— J n co LU W Cr J W W W T- U U — T O r n SHEET NO. 4 OF 10 � MICHELE STREET Z W co III W RA - EXIST. FIELD - U� w 3: w w::E cn w 1 ow cn 15 cl rn C i C) -imT_ o Z 0 i N � 0 o i � Z U-) M O _L PM 8250 N ; � �a ry U ++ + z o o V) U ZQ o S V i — — -- —7 w 4- INO J6'29'"E 471.34' z - 8`33 "E 63.25' CD CD 0 W J - EXIST. FIELD - U� w 3: w w::E cn w 1 ow cn 15 cl D�Hm LOT 1 LLA 120 -05 514 - 060 -10 EXIST. PROPERTY LINE & � OF CONSTRUCTION 16 _s NO'36'29 °E 79.01' s_ - EXIST. FIELD- 20' WIDE SEWER EASEMENT TO CITY OF BAKERSFIELD, DOCUMENT NO. 0214058253, O.R. 5/23/2014 SEE SHEET 6 CO V N"'f Y 20' WIDE SEWER EASEMENT TO CITY OF BAKERSFIELD, DOCUMENT NO. OF KERN — N � 0213112087, O.R. 8/07/2013 z c4 SEC. 36 N LOT 1 M N - EXIST. FIELD- U-) LLA120 -05 N T.3oS. FR.27E. o 514 - 060 -10 o+ ' co CONSTRUCT Z Q EXIST. PROPERTY LINE N 12" SEWER & � OF CONSTRUCTION 19 - 03629E 850.00 2 0 21 22 25 __jj� ° NO. 36'29 "E 79.01' NO'36'29 "E 279.02' i N NOTE: ALL TRENCH EXCAVATION LO it ED IN PAVEMENT REQUIRES SAWCUT, REMO L, AND REPLACEMENT OF PAVEMENT IN ACC DANCE WITH JURISDICTIONAL AGENCY REQUIENTS REFER TO LEGEND, SHEET 1 STA. 23 +21.34 N -S = STA. 19 +91.00 E -W 2286318.36 N 6255175.05 E N - - - ------ -- - - -- - - ---- --- - - - - -- - - --- W z -✓CITY OF w - EXIST. FIELD- N 3 0 l �„ a, p o U' WEST HALF OF LOT s0 OF KERN BAKERSFI ELD^� Z w o Z w ^ W O o w COUNTY SALES MAP NO 1 OF LANDS � . ~ Q Q OF J.B. HAGGIN 514- 060 -09 al rallim-L"[00 � MINIMUM 11-0-11 N N 0 Z 2 U Z O U Of w F- � N c Q p � 2 0 0 rio N N Z N t% S rn C i C) -imT_ o Z ° O N � n � PARCEL. M O o PM 8250 N ; � 514- 060 -18 ry ++ Lu :5; z o o o U D�Hm LOT 1 LLA 120 -05 514 - 060 -10 EXIST. PROPERTY LINE & � OF CONSTRUCTION 16 _s NO'36'29 °E 79.01' s_ - EXIST. FIELD- 20' WIDE SEWER EASEMENT TO CITY OF BAKERSFIELD, DOCUMENT NO. 0214058253, O.R. 5/23/2014 SEE SHEET 6 CO V N"'f Y 20' WIDE SEWER EASEMENT TO CITY OF BAKERSFIELD, DOCUMENT NO. OF KERN — N � 0213112087, O.R. 8/07/2013 z c4 SEC. 36 N LOT 1 M N - EXIST. FIELD- U-) LLA120 -05 N T.3oS. FR.27E. o 514 - 060 -10 o+ ' co CONSTRUCT Z Q EXIST. PROPERTY LINE N 12" SEWER & � OF CONSTRUCTION 19 - 03629E 850.00 2 0 21 22 25 __jj� ° NO. 36'29 "E 79.01' NO'36'29 "E 279.02' i N NOTE: ALL TRENCH EXCAVATION LO it ED IN PAVEMENT REQUIRES SAWCUT, REMO L, AND REPLACEMENT OF PAVEMENT IN ACC DANCE WITH JURISDICTIONAL AGENCY REQUIENTS REFER TO LEGEND, SHEET 1 STA. 23 +21.34 N -S = STA. 19 +91.00 E -W 2286318.36 N 6255175.05 E N - - - ------ -- - - -- - - ---- --- - - - - -- - - --- W z -✓CITY OF w - EXIST. FIELD- N 3 0 l �„ a, p o U' WEST HALF OF LOT s0 OF KERN BAKERSFI ELD^� Z w o Z w ^ W O o w COUNTY SALES MAP NO 1 OF LANDS � . ~ Q Q OF J.B. HAGGIN 514- 060 -09 al rallim-L"[00 � MINIMUM 11-0-11 N N 0 Z 2 U Z O U Of w F- � N c Q p � 2 0 0 rio N N Z N t% S N V) WORK TO BE COMPLETED FIROFME � (c=LE IET 43 R CON7 UNDER KERN COUNTY ENCROACHMENT PERMIT RECORD DRAWING C [ERTIFICATION S �- — 1 D -) 1--) CITY RECORDS NO.: Ll ti� � �o U-) o -imT_ g b N w j Z°' J C6 T = N � Q � M O ~ ++ Lu :5; z N �'- N V) WORK TO BE COMPLETED FIROFME � (c=LE IET 43 R CON7 UNDER KERN COUNTY ENCROACHMENT PERMIT RECORD DRAWING C [ERTIFICATION S �- — 1 D -) 1--) CITY RECORDS NO.: Ll ti� � byb o c ro g b N w j Z°' J C6 T = a p Z � � U o � 0 o cfl co Uco co -� co � •m c •� m W CD 0 cn U co w�� U � +� op sc)l ::> T C uj c o 0 � v 0 00 N W U oQ) a� 0 r 0 Z m G)� mT U O Q '- o T r { 6 w 4 c ro U w O _ Lij w j Z°' J C6 T = a p Q o Lu :5; z ;o o U a- rr :�i w w z w 0 W J Q U) (I � W 0 0 W W U) W w T 1 o U 5T G SHEET NO. 9 OF 10 STA, 23 +20.84 N CENTER SECTION 36, T.30S., 2287654.54 N E. -W. MID -LINE SECTION 36, R27E., M.D.B.M. FOUND BRASS 6254198.06E T.30S., R.27E. & McKEE ROAD REVISION SUBMITTED BY: Q y�CR �o c o PROJECT R MONUMENT. DATUMELEV350.76 w - - - - - - - - -- - - - - - _ ° C/) RICHARD MEYER, RCE 2810 XP. 3 -31 -2016 DA frt (V_ V O I = I REVISION APPROVED BY: co i o �{ C,4 a) I d- N I_L_I J cn cn / f ° . I w X -J (� z o = MARI P. SHAW, C - 178, EXP. 6 -6 -2017 DATI. .J ca I I > z ° ~~ cr w L ¢ co �- 15' w = (i' in wz z o z ° 0000 N J ' � C6 C) � r ° Q0 o try ao Ci) � 00 F- SEC. 36 � C�7 0 EXIST. 4" FORCE MAIN o N N TO BE REMOVED r w� w T � + o J o ° mw `- c T.3OS. R.27E. REFER TO LEGEND, SHEET 1 - °' cb U co Cl J J �� Q a3 d J I � � r X J CONSTRUCT12" ' I o� Q If- U z _ CI3 WCn V) N �°' 3°' °' �°' {� ( ( �°' �N w I coQ Q SEWER SEE SHEET 7 _ o Z to qj �, MODIFY EXIST. SEWED LIFT STATION & FORCE MAIN, SEE SITE PLAN SHEET 8 ° z ` \ ' 000 �X N N N o 0 ° - m C I "' N38'48'51 "W 22.99' N p 0 p 0 Y O O Q O LOT 79 N C I TY 0 F ° - CONSTRUCT MH NO. 32 - - - W 2 ��x xBEGIN BORE & STA. 10 +14.79, 41.46LT. E -W = W - r -- CONSTRUCT MH NO. 30 W -2 Q ° � m X Z ro z �\ z ¢ z M -' X r� N o Z r- g TRACT MAP NO. 6362 PH ASE 1 B A K E R S F I E L D N O� - CN o M L1J ° r STA. 10 +41.39, 15.00RT. HUGHES o '' �' r ' ]t __.� STA. 10 +21.17, 100.11R�T. 9 X w > ? J ~ O U O U co w~ t U "� r� U Co w U � o U � �+ CITY OF �+ Wes+ 5+ ~ U M �+ 514- 740 -01 � ^ U _ � � co \ \ HUGHES LN. I ° x M � L2 o of � m co cr co STA. 19 +91.00 E -W = rn , ; _ co STA. 10 +00.00 E = o STA. 10 +00.00 N z - i _ 2286333.77 N _ 0� " , I NO'53 29 E 31.67 L EXIST. RETENTION BASIN SITE- x o _ � i EXIST. 3 SO D 12 13 ( m z m z Q B A K E R S F I E L D z Q ° z Q u z Q o F- o �- z o ,- w o i- U v) u V) w U (n m U cn \ 14 "E i5 1i - -- m z Q p F- U cn EXIST. PROPERTY LINE & � OF CONSTRUCTION 17 18 STA. 23 +21.34 N -S 2286318.36 N 6255175 05 E ti d F- V �' V' ` co v co � 00 C r 625418 16 J.16 - clrr.. -: ; ---�- ,°� � Z ,1, - �.- ���, - -! -, S89'06'31 E 230.36 f� ° S8 1 991. g� - -' -1 =- - -- - -- - -! -?' � ` S89'06'31"E 230.35 1 . �, - _= -1 _ -. I�._ ° S89'06 31 _. - -- E 298.28 s s -- N44'15'01 "W 10.00' ` co o' s s --- s s s s i s s t - -- - - - - - -- -- - ---- -a 20' WIDE SEWER EASEMENT TO CITY _ x -- - .. . . -p -�- - ^ - -- -------------------------- r------- x " t EXIST. 30 S.D. t - - - - -- --- - - - - -- - - - - uj F- w -- - -- ----------------------------- -- - - -- -- - -� �`\��� CONSTRUCT 12 SEWER z s �� � w ���\ \ '�'p, _ h� �jh: r-------------- - - - - -- -------------------- ��, w - - - - -- - ---------------------- - - - -M= 10 , r d t m cfl vi STA. 11 +00f, 9LT.t E -W = OF BAKERSFIELD, DOCUMENT NO. w = w TA, 10 +08t, 100RT.t N -S 0214073658, O.R. 6/27/2014 '�' z w ' W W cn w , PARCEL B cn �� , v r- C 0 U N TY _ N �_ _!_S89.'06 31 E�79:83 -- -� - - -- - -- \ - - - z i W LOT 1 W -- w LLA 120 -05 N C 0 U N TY t t 3 N i C) a » W CONSTRUCT MH No. 29 & 8 STUB 5 WE ST W- (n ° W �- ALA 31 -96 w - _. .i \� `ni� 514- 060 -11 �\ = o a 514 - 060 -10 :ter F R i t '�' z m -E C° w o Z v¢° STA. 11 +00.00, 10.00RT. E -W = g N, s 0 F KERN ASSURE MANHOLE IS CLEAR \ I w �� "� V 0 K E N N of M t ° ' _ = m I z o oo F- STA. 9 +89.50, 99.95RT. HUGHES LN. ' \ } OF FENCELINE ASSURE MANHOLE fS 20 WIDE SEWER EASEMENT TO OF BAKERSFIELD, DOCUMENT o CITY z z NO. t N � N o o O ° a _ ° v' z ® z PARCEL A 20' WIDE SEWER EASEMENT TO CITY OF BAKERSFIELD, DOCUMENT NO. ; Q WORK TO BE COMPLETED UNDER - - - ^ -^ ^- �^ - ^ -� KDWD ENCROACHMENT PERMIT CLEAR OF TOE OF CANAL BANK Q 0213112087, O.R. 8/07/2013 SEE SHE cJ ° '\ ° z °- m 4i ° F- 0 L L c� � 00 LLA 31- 96 514 - 060 -12 0214142708, O.R. 11/18/2014 SCALES �,� J✓,, _ �.� � o d; J �' m o o HORIZONTAL: 1" =40' PLAN hClC=LE S =ET TO Hi[u(a=s Q SEVVIER � o ) c l _ cn vi z: o �� tea, (n rh zQ u (n (n VERTICAL: 20 0 1 =4 40 80 N N z aQ o NN N � � J N U-) w 3t 0 0 o O N ° F-3' rn '� 40 10 o a0 I rn N 3 N N i rn I rn tan vii N 3 rn CAM � I I 3 3 rn C O Ww mo U > O W w3 ° o Z�00 O z 0 J � M IO'.N Z Z Z O Q I rn U 3 W Z F- Z 00 w r') r 7 r N') r7 r7 ll' M N I� m O N N (/) O� Z _ Lq M d- Co W F- F- OO N = -H NCO ��� Z >> = �' N Z Z LO N t\ cfl N N > tc) N > d, N > > L'i Yj pl 00 M M + fl) 0 O + lY J+ � in W O CV N O) O J LLI Z W O J O Z W Z W O J Z W O J Z W Z W Z �h7t)M m� O_ O 0 p 4JZ F- p�.-0 cr) M Z =_ U �Nd N m �r7�cD (/) U 0000 S cp = 2 = 2 N = O = Q Z Q W W W U Z Q a� Q = N N lr O M O F- J J J W O F- z W F- Q� `- r F- `- tY cn ± r7 � F- .- r7 I- O t\ N N F- O I00 corn O 1� F- ° f-) d F- U (n W W W m U N W N (n m r- N >> X F- 00 1- Z Q W W d (/) >>> t- Z 00 Q W W W U r7 + ap U cp U oo qco o > O+ + v n t� rn � i; T F- U �+ V + Z+ + U OU (~WW 352 352 + 2� O i'7 Ni U OU (nWWW ° C Kl � i.f) co mm co m O ° O) _ m F- C) (n G v) o Z Q O F- W W I� \ J Z Q Z Q O F- O F- J¢J W Z Q O Z Q O F- Z¢ z o ! 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ELEV. 340.72 344 z ).J..) .51% I - CL, WI 342 342 342 - I 342 Lu CONSTRUCT 59.08 LF •• Lu U ) 340 - ° 340 340 (TRUE LENGTH) OF 12' ca °� o SDR 35 PVC SEWER X x J J - _ __ _ - _ 340 Cc 338 "' < 338 i P r 338 338______ - - _ _ w N N N a - 336 o ° 6 J 336 w z Q W 336 336____ , ,_ W ckf 334 _ __ 334 334 o - � .:. - - - � . • - 334 ___I Q �" cf) = 0 N r� b CASING -- - - - - -- -- -- CE 332 SE _R ' °i 332 332 NV. V, ,_ �_ U) - -, _.._ _ . _-- S= -_�"g 332 LL > J > ��.... S -015% ._ -• . .15% S =0.15% -- =--` -- SEWER IN RT ° °� O 330 _ 330 330 I " ° _ r !.- _._ _ ' _ j__ _ BOTTO _OF - _ - _____!330 jJ L 10 8 STUB 5 WEST 11 12 13 14 15 16 CASING 17 .8 19 (n 2 S= -0.35 CONSTRUCT 0 � CI) 328 328 BORE & JACK 79.83 LF TRUER ( LENGTH) ) OFF W CONSTRUCT 230.36 LF OF 12" SDR35 PVC SEWER CONSTRUCT 230.35 LF OF 12" SDR35 PVC SEWER OF 12" SDR35 PVC SEWER CONSTRUCT 298.28 LF OF 12" SDR35 PVC SEWER 12" SDR35 PVC SEWER Co W 20 "x3/8" WALL CASING 326 I` _j 10 - `_ BORE &JACK 22.99 LF (TRUE CONSTRUCT 33.20 LF (TRUE LENGTH) W -8 OF 12 SDR35 PVC SEWER CONSTRUCT 34.96 LF (TRUE LENGTH) OF 12" SDR35 PVC SEWER '- 0 W " LENGTH F 1 0 2 SDR35 PVC SEWER W_ T U_ 9 CONSTRUCT 31.67 LF OF 12" SDR35 PVC SEWER pR(aHqmjE o � S =JET To HUG= SETI�A�R RECORD DRAWING Cl n- RTIFiCATION PROFILE (T'� 6 SHEET NO. J^ (V OF O CITY RECORDS NO.: 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 UTILITIES 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 7 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 EXCAVATION 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 (60 %) 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, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR THE OR FITTINGS WITH A JOINT DAMAGES OR FLATTENED WILL CAUSE THAT PIPE OR FITTING FOR PURPOSE TO BE REJECTED. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE ADDITIONAL COMPE114SATION WILL BE MADE THEREFOR. EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN PIPE LAYING NO PIPE SHALL BE LAID UN11L THE ENGINEER INSPECTS AND APPROVES VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT, PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS PORTLAND CEMENT CONCRETE CURBS, MEDIAN CURBS, SIDEWALKS, WHEELCHAIR DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID NOTHING IN THIS REQUIREMENT, OR WITHIN SECTION 6422 OF THE LABOR CODE, SHALL TRUE TO LINE AND GRADE, AND IN SUCH MANNER AS TO FORM A CLOSE CONCENTRIC 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. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL TRENCH BACKFILL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE UPON COMPLE11ON OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTING SHALL BE CLOSED. ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT AND 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 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 THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. 1, II OR CLASS III AS GROUPED BY ASTM D -2321. PIPE LAID WITHIN THE JACKING PIT AREA, BUT NOT WITHIN THE CASING OR 15. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND 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 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT B ADD111ONAL 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 TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR 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, _j j EQUIPMENT, ETC. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS TY BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM DISPOSAL OF THE CONTRACTOR. BEING FLUSHED INTO AN EXISTING STORM SEWER LINE. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM SEWER LATERALS SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION SPECIFICATIONS, COUPLINGS MAY BE UTILIZED FOR CONNECTING THE EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING THE PIPE MANUFACTURER'S RECOMMENDATIONS. BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS 9. TESTING AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL- SPLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE SHOVEL- SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT RECOMMENDATIONS OF THE MANUFACTURER. UP TO THE QUARTER POINT OF THE PIPE. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360 *. IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE DEVELOPER SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE BASED ON THE STATIONING 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 IN -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 /OR 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 LINE LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR AS SHOWN IN THE "SEWER 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 COMPAC11ON OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF PROPERTY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR 11. ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT EXISTING STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF WELDED. FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY -FIVE PERCENT (95 %) 12. MANHOLES AND CLEANOUTS RELATIVE COMPACTION. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CiTY SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN LANDSCAPED AREAS. BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 6 -3, TESTING, AND SECTION 19, EARTHWORK, OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -13. RELATIVE COMPACTION SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE- EXCAVATED AND RE- COMPACTED. THE INITIAL COMPACTION TEST AND ONE RETEST, FOR EACH LOCATION, AND ANY SUBSEQUENT TESTS WILL BE PAID FOR BY THE CONTRACTOR. SEWER PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS AND THESE SPECIFICATIONS. THE PRICE PER LINEAR FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING, AND BACKFILL HANDLING OF MATERIALS ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS. SPECIAL CARE SHALL BE EXERCISED SO THAT OF BAKERSFIELD STANDARD DRAWINGS SW -2, SW -3, AND SW -6 AND SECTIONS 70 -1.02H OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, MAY 2006 EDITION. ALL NON- PRESSURIZED CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -5. PRESSURIZED CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND DRAWING DETAILS. ALL MANHOLES SHALL BE TYPE "A ". THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON A KENT -SEAL IN A GROOVED FOUNDATION. MANHOLE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SHALL MEET THE STRENGTH REQUIREMENTS OF ASST. C -478. EACH SUCCESSIVE MANHOLE SEC11ON SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR KENT -SEAL TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. MANHOLES SHALL BE LINED WITH A PVC LINING SYSTEM APPROVED BY THE ENGINEER WHERE ANY SEWER FORCEMAIN DISCHARGES INTO A MANHOLE. 13. BORED /JACKED PIPE BORED / JACKD PIPE SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -8. CASING SHALL BE INSTALLED SO AS TO PREVENT FORMATION OF WATERWAYS UNDERGROUND. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE 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 FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF PLAN OF PROCEEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY ND ALL BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. CASING SHALL BE EXPENSES THEREFOR WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AN NO INSTALLED FOR ALL ADDITIONAL ALLOWANCE WILL BE MADE THEREFOR. ADDITIONAL COMPE114SATION WILL BE MADE THEREFOR. LL BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, 14. MINOR STRUCTURES AND MISCELLANEOUS CONCRETE ch CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL PORTLAND CEMENT CONCRETE CURBS, MEDIAN CURBS, SIDEWALKS, WHEELCHAIR AMPS, ALLOW THE PLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON CROSS DRAINS, DRIVE APPROACHES, DRIVEWAYS AND MISCELLANEOUS CONSTRU TTON THE PLANS. SHALL CONFORM TO THE PROVISIONS IN SECTION 73, "CONCRETE CURBS AND z UPON COMPLE11ON OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE SIDEWALK ", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS CONCRETE CURBS, MEDIAN CURBS, CURB AND GUTTER MAY BE CONSTRUCTED THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION FIXED FORM METHOD OR BY EXTRUSION OR SLIP FORMING. HOWEVER, IT IS RE UIRED SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR - BLOWING TO USE EQUIPMENT WHICH IS CONTROLLED AUTOMATICALLY FOR ALIGNMENT, GRADE, AND SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS CROSS SLOPE BY SENSING FROM PRESET STRING LINES FOR CONSTRUCTION USI G THE APPROVAL. EXTRUSION OR SLIP FORM METHODS. 06 PIPE LAID WITHIN THE JACKING PIT AREA, BUT NOT WITHIN THE CASING OR 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC STRUCTURES, SHALL BE CRADLED WITH CONCRETE. WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET W Q RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT B SED ON IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE W TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF TH PERMIT. UNREASONABLE SLOUGHING OF EACH MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF - WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR 16. ENCROACHMENT INTO KERN COUNTY ROAD RIGHT -OF -WAY IS ALLOWED UNDER � z SHALL FURNISH AND INSTALL BREASTBOARDING AND /OR FACE CLOSURE WITH ENCROACHMENT PERMIT FILED ON BEHALF OF THE CITY OF BAKERSFIELD. THE _j j SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND /OR CLOSING THE WORK FACE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH BY KERN CO TY CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED UNDER THEIR PURVIEW. W 17. ENCROACHMENT INTO STATE OF CALIFORNIA ROAD RIGHT -OF -WAY IS ALLOWED NDER AN ENCROACHMENT PERMIT FILED ON BEHALF OF THE CITY OF BAKERSFIELD. T iE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH BY THE STA OF CALIFORNIA UNDER THEIR PURVIEW. cn W x Lj Z J w CD = o J W = o = a ooh o Jo II M r'`r C)> M `- g 22 coo z: Ui rri �'' w 0 o p n� WO M s► LJ_ I O w _► z °" ui co �� � 0 0 CO w ++ Q LL1 � ++ ++ rj4 O CD CD ~ m ~ o = '� w t 00 r) 00 _ v) U) _ _ z �v z d¢ L>,< Z CV ¢ N -S MID -LINE SECTION 36, F- �� N N - `- N N op V) HUGHES LANE, & � CONSTRUCTION U' `n N-co ! 0 NO 36'10 "E -� t- LSD. _ 1 l j0.84' 20' WIDE SEWER EASEMENT TO CITY -- - - -, o- -- - - -- - - - - Q- OF BAKERSFIELD, DOCUMENT N0. tXIST. 30" 0214073658, O.R. 6/27/2014 N44'31'23 "W 0' SEWER NO'36'10 "E 103.54 29.63' EASEMENT i \ s s l o o EXIST. 8" SEWER z w 0 NCOUNTY OF KERN U p If �3 FUTURE R/w N C TY OF u W SAKE SFIELD� J� N I �� f. I -ld SEE SHEET 6 W M HUG=S LN. 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SIT77ER RECORD DRAWING CEhTIFICATION CITY RECORDS NO.: 0 00 N ;u 0 -2 U w o 0 rn o co Uco (D LL 0) c� m CD W 0 T m (5 cf) "t co 0) W co U co Op c r O coo ctj c C) T 0 ° mUo° M R m of _ T r °' w c U w Lu O J z J T Q LL I— ch W �-- O w > z RECORD DRAWING CEhTIFICATION CITY RECORDS NO.: 0 00 N ;u 0 -2 U w o 0 rn o co Uco (D LL 0) c� m CD W 0 T m (5 cf) "t co 0) W co U co Op c r O coo ctj c C) T 0 ° mUo° cl)I moo of _ T r °' w c U w Lu O J z J T Q LL I— W �-- O w > z a ❑ Lli z� W 0 06 J ~Q cc u) W Q 3: LL :i- W ❑ 06 U) - W 3: � z W _j j W C/) W ,- O T SHEET NO. v OF 10 J LLJ INSTALL NEW 10" INFLUENT LINE EXIST. VALVE VAULT AND CONSTRUCT PRESSURE FITTINGS TO REMAIN AS IS CLEANOUT AND PUMP CONNECTION '`� G�%�\\% \1 - -a- -- - SEE DETAIL D Q------- - - - - -� 8 .. 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HUGHES LN ` -- EXIST. 8" SEWER X _ _� = - - -�_ - - r I �' ° "° " I EXIST. CONTROL PANEL. co - CHANGE DOOR TO 3 POINT LATCH - CHANGE OUT HEATER OVERLOAD "' W INSTALL PLUG VALVE NTH E ! FOR MOTOR STARTERS N L-///, VALVE BOX TO SURFACE J Y _ II J_11 _�___ __________L X Q F�C?w �J „ I I EXiST. ELECTRICAL SERVICE z ° EXIST. 72 SQR. �,y .4 : ' 3 1 o co C VALVE VAULT I is'::t I BORE LAST RUN TO LIFT STATION, CASING NOT REQUIRED z ° ��STR F `10 ' 0 i SoR 3s PCT 12" EXIST. 4" DUCTILE L J BEGIN BORE & N Ld - - --� BFI �F �� �C S£ IRON FORCE MAINS II �, CONSTRUCT MH N0. 30 sw -2 X F'�4 \ R TO REMAIN AS II I III oo I STA. 10 +21.17, 100.11RT. 9 X o r- U � `FO ��..� /_\\\ I ,� ;\\ , //� `� HUGHES LN. ^'CITY 0 F '2' � � � ________- i -- - - rn 6 { ,__ CONSTRUCT THRUST / \ � FLOW CO NO. 1 D { B A K E R S F I E L D N Q 00 BLOCK, TYP. , 6x4 WYE 1 6 "x4" WYE 8 EXISTING METER U T 1 C/L NEW MANHOLE NO. 31 1 co SEE DETAIL sw -t AND POWER POLE o '� - - ��' - . / 1" ` 1 I �� EXIST. 45' ELBOW AND �, ' 10 �,� STA. 10 +18.501, 69.47RT.t N� ; I ,• ! i ia� '�` ADAPTER TO REMAIN, TYP. - - HUGHES LN. - - _ - - - - - - - - - - - - - - - - - I - - - - - -- 4� ;� = / ! L--------- - - - - -- 4 - - - - - -- -- --I. - r \ INSTALL DUCTILE IRON FLANGE TO ----- - - - -- - - - - - - - ,f - -- - - -- =L W - - -�- -- - - -- _,I v d _ rt e „ PVC BELL END ADAPTOR, TYP. - - - - - - - - -- -- - - - - - �N I 4 /� INSTALL 6x4 DUCTILE °N _ INSTALL 6" PVC C900 FORCE MAIN - - - - - - - - -- - ------ � - - - - - - - - - - - - - - - � CONSTRUCT - - - - - - - - - - - - - - - - - - - - - - - - - -- X - -- m `N I �----- - - - - -- ------------ - - - - -- f //� I I REMOVE EXISTING PUMPS &INSTALL NEW WEMCO \ /� \�\ \ /� \ /�� \\/ IRON WYE, 2 REQ D a; _ �� EXIST. 30" o J__ STORM DRAIN Noi 12 SEWER L1J T D4K -LT PUMPS BY WEIR SPECIALTY PUMPS. _ _ EXIST. 14 GATE - - -OH -- off - � EXIST. PRE - ROTATION BASINS TO REMAIN. -- - - -- off -- - - -- - -- - -OH -- -- __ _ _ -_ - a) i } INSTALL PER MANUFACTURERS RECOMMENDATIONS. SEE DETAIL C �' ,� �� �\ x x x x x x x x, - -- X - x -- x - -x x -- � }' I I I g \` ~. y CONSTRUCT MH NO. 29 altar --stir - � 0 I i I ° EXIST. POWER POLE & 8" STUB 5' WEST W -2 l yl�� EXIST. 8" INFLUENT PLAN -EXIST LIFT S TA TI 0 N �� r ; i �` INSTALL DUCTILE IRON 90' "- EXIST. OVERHEAD COUNTY 0 KERN W 5 co STA. 11 +00.00, 10.00RT. E -W = 9 r� r� co r I ELBOW, POINT DOWN SCALE: 1"=10' POWER LINE CROSSING STA 9 +89 50 99 95RT HUGHES LN - C� SCALE: 1/2"=11' NOTE: EXIST. DOOR HATCHES AND VENTILATION SYSTEM NOT SHOWN IN ALL VIEWS 7.8'f NEW EXIST. GUIDE RAIL BRACKET & EXIST. WET WELL AND CROSS ANGLE TO REMAIN AS -IS VALVE VAULT DECK EXIST. GRADE ELEV. 350.30 r------------- r------- - -- - -- - -- --------------- - - - - -- - -- -------------------- - - - - -- T ------ - - - - -- . I 1.• a -I I I EXIST. 45' ELBOW AND t I I I I ! ADAPTER TO REMAIN, TYP. Id I I I I I I el t ,; , EXIST. VALVE VAULT AND FITTINGS TO REMAIN AS IS M I Imo- I 1 I I f EXIST. 4" DUCTILE IRON FORCE MAINS l e. l 14 1 6-4 TO REMAIN AS IS I' dl I I ; 1' °.I -fTl - I I - - - - I a - - -- -iii -- ft - - - - - 'A _W_ - - I- a -- ;u- � -- i--- - - - -' - --tx- -ri- i -- - - - - - - - - - - - - - - t• I I � 1 ♦d t I I 1 I `ei I - _- _ - - -__J INSTALL 6 "x4" DUC I---- - - - - -- 1 i I ' • ° . ,.. - e --- - - --�- a IRON WYE, 2 RE 1 W I eI I a e < a 3-1 I I I 1 L__ -- -- --- - -I-'--- - - - - -� 1 - I i '- J I I : i EXIST. 4" DISCHARGE I 1 I I PIPES TO REMAIN AS -IS I I F 1 e r ` N,, I 1 1 I I ie I 1' e ► L I I CONTRACTOR SHALL PROTECT I, al EXIST. 72" WET WELL AND .'e.� /� PVC LINING. ANY DAMAGE i i I I i/\ EXIST. GUIDE RAILS �7Gj �� ,A %� CAUSE BY THE CONTRACTOR 1 \ "7 L.L./ v 11< V 1 LIVJ%j it YV. /p SHALL BE REPAIRED AT THE 1 d �i I I I /i TO REMAIN AS -IS ` CONTRACTOR'S EXPENSE. I I I t.�t' 1, 4 I I . ° / \i Kick Jesmok 1. I I I �j \\j 3010 Flovd Street, Bwbank, CA 91504 (818) 562 -52132 FA}C (918)842. - ;21' ame: Sam Blue Phone: 661- 836 -9834 ° �i i I i d \ \�� Organization: ;Meyers Civil Engineering Fax: 661 -836 -9761 I ' - - -- a: Subject: Tract 6362 addition of 10717 Dateaanuary 29, 2010 I I i i Pages: l of 2 I I i i Dear Sam.- I I i t I I I I INV. EXIST. 8" ELEV. 333.05 I � ! I _ CUT OVERSIZE HOLE INTO EXIST. WET WELL 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 Bow conditions. SEE DETAIL C The existing D4K -HS pumps with 4.1 hp, 1155 rpm motors would need to be changed to D4K- �� I I I I LT pump with 6.0 hp, 1700 rpm motors. The panel should have TNema I starters in it which are ------- I goad for up to 7.5 HP, so there would not be a lot to do electrically The rew pump would fit or {1 I .I - the same guide to easily be removed from the wetweil, so again we would only be replacing the pump and motor. -FLOW JINV. 12" ELEV. 330.20 1 I ! I I A budget pricing for just the pump and motor with 50' of motor lead would be approximately INSTALL NEW 12" INFLUENT LINE $14, 000.00 each IA I � I I 'rhe anticipated flow and head conditions out of this pump would be closer to 420 gpm at 30' tdh. 1 e 1 •1 ! I CONNECT NEW PUMPS tc there, anything we can do to generate a small amount of addition friction loss to get this below EXIST. GUIDE -SHOES the 10 fps discharge velocity? - - - -4 Please let me know if you need any further information. e L EXIST. PREROTATION 4 1 I BASIN INV. ELEV. 327.22 Thank you, ! n { e.,i Flo- Systems.Inc I . e d - I t ,..- L------------ - - - - -- j� --------- - - - - -- Rick s rnok REMOVE EXISTING & INSTALL NEW WEMCO D4K-LT PUMPS BY WEIR SPECIALTY PUMPS. PUMPS.. SECTION rI3 INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SCALE: 1/2 " =1' 8 EXIST. PRE - ROTATION BASINS TO REMAIN, I I C: - -- - - 5 0 10 20 10 2.5 nn►ic"Tn1 ,nT nnr-t -C 4 inr r('l Tr]7 i29I1771 TM Tr A 7,\ 7 Head, rated (requested) Head. rated (actual) Suction pressure, rated I max NPSH available. rated :Frequency :30.0 r• Addfionalllq�i1ddescription 30.0 ft Sclids diameter, max : 0 00 !n 0.00 t 0.00 pst.g remperatire. max 68.00 deg F Ample Flu d density, rated I rrax : 0.998 ! 0 998 SG .60 HZ Uscos y, rated 100 CID Speed, rated : 1.690 rpm Sneed, max mr-fn .3.W0 rpm Speed, minimum :850 rpm Efficiency .67.68 % NPSH required / margir required : NIA f 0.00 Ns (imp eye tluw) ! Nss (imp. eye flow; : NiA US Units MM 1113 (1Sgpm Head maximum, rated speed 66.3 R Head rise to shutoff 12" 04 % Flow best eff point f 89P) :38' USglpm Flow ratio (rated i 13FP) : 110.15 % Speed ratio (rated ; max,) :46.G4 % Heac ratio (ratec speed I mrix speed) : 14.C3 % Cq /Ch;Ce (ANS11-11 0.6,7-20041 : 1.00 1100 f 1.00 Selec!ion status Acceptable s e a I , Ao9 '60 28� <a9 200 160 23 85 40 l,9atcral requested 51andard `,laterial selected Standard Maximum worklrg pressure 12 98 psi g Maximum at owag{e working pressure 85 00 psi I; t"lcximum allokw1ble sucthr press,r- t <rA Hydros'atic test cressure h!A 111 1 L, II 111 0 i . Driver srzirg ;pPCifi7a'inr NNW = =ateci 0.JtFrgin over specirication 0.00% Sen,ice Parlor 1.00 , Power hydraulic 3.18 hp pmver. ra'ec :4.89 hp Power, maximum, rated speed : 6.51 hip W'inimum recornrnerOPA motor rat,rg 5.06 hp 13 73 kW 100 90 1 87 j 7i0 so 56 3 20 1'4 r7 r -4 ?x+ c,q sc� 8''.0 79e, ex 941 1,060 1,100 * 200 1.300 t,am 1599 1 0 .84,) 1.70 '.804 Frew - usgpm WeirSpeclalty Purnos Quote No, 1D5246 29 Jsn 2010 1:34 PM FLOW 0 to c =ST. LEFT- STATHON 4'SQR. IIIIIII 24 "0 - O O 'Q m 10 co I 3' -6" R. CLEAN -OUT NOTES: 6" D.I. PIPE -� 1 1. CLEAN -OUT FRAME AND COVER SHALL E E E A STANDARD o 0 MANHOLE COVER CONFORMING TO THE C T TY OF BAKERSFIELD STANDARD SW -5. j jZ 2. 95% RELATIVE COMPACTION IS REQUIRED F FOR ALL a A ovule cdff * L, auer , pawme,t -- rxo' (ate) Mk P.GG stay not to be r ___r:�15' (1.4m) Ntin:'t -"_ ltlnere aril art 9 riv E �' - - - - - - poured Smut Fndn l0' x 84' ( ) ik unti pMdV is io plane R6m x Qsm P.GG ° :,.: • s° F �: I j .,`• ;�' t ' - 'v -•' masm a o nxm* n stz� extend krrer hallos of + • ` `i Itry (a6nn ' Sta►dard Manhole Caw. a5' (LSmm) Rod 20'x 2t7' (Q6m x a7hnJ P.GG Ma Sawarnt Fiaeh Asa � " " oft Z t '' • - ':- t . •`:. sewer ar (aann) berw I acrd coNlar per at) .: ` a5" (/ nj Rod • _ �r w ' �i ,' ,,' kside of rain and shape ge,,r i slam" S*-6 f'.:. .;• ' `'• �- y � � �`�. bwsrtfan channd between { o _ kor hales - �' c _ `� „� ends of of poes (111n) I ° n I 4.0' ( 1 1m ) d JoRmor, . W a . A ; �'- . •� • Owe iv niq nd outgoig r � '' • R/GYtT- OF-WAY ,, ' •" ° •� •. 1:1::th► , • ' I �1 ^ - -- -�- Slrwbrb A a maefnde we Of I I C Me same aiametor, Me tap hdl of Am snarl ant ba Stanabrd T0.' Cmstrtrct � Lroel d 0.2' x air x Z0' WOOD STAKE i mwwend between wab amd � het 4 tl6ter Sod ntrbber t ( 9 ) 2o'x 2o' (a6m x a6m) Caooete Fawnd am � (5&m x Yoomm x a6m M170D STAKE) I I Me brokem edges skaY ba I as (ROUND OR METAL STAKE ACCEPT48LE j C p �sterrd smooch with I i m / �� camart meta PLAN AT SURFACE PLAN AT BOTTOM of, Min. 2 sroNess sled strqus at max 6.D' (a 15m) ,4icer Ppe • a� O� ! Z.5' MIN. 14 GAGE (0.8m MIN.) P.GG slab not to be porrad wnif REDS Am"ces ' 40' (I lk»,m) inn. shaft w ffi arse to marnhdr ' ` . ;Far c0err ' `� 0 ° UTJUTY CONDUITS AW (lam) poneiaq a i, pkre. 51iee and to bd - .- °`.w� ''� " Starabrd . . , sabar�:' :• (� co o M1 be at25 to a25- (.Jsnm to 6,wsn) _ i + 1/8 Band cc 0) SEN£R LATERAL PLUG SOLVENT III:LDED OR RUBBER GASKETED CAP 40' MIN below new fniahed paling 10' ilia Scam ao �. ( ) (Can) { 1 ? NOTES. .. : •• .. - ;.Y -` •t.... '• ' :' Stanabd 90' fblo+r � ..•.� 9 (2j") dfats it' Concrete {a&nj 20' (asr» r-2 1 i Le�rts Of Li»its of cm I I 1 t i m co U o rs 2 /Mato, ` ` �`' 1 Air want stead oa►lam to Me gaplicaWe sectiams of the iwrm + 13 par► I a Dr Pooled y gedfiirati ns entilkd ''Standard ketian; State of INSIDE DROP n per ST -13 , .0) Y g� ML Ca4kmiq Deportment of Tram , ggoroeed 1 00 arnrant eairson. , , ct NOTES' I. STAMP 'S' INTO CURB FACE OVER SEVER LATERAL. ': ::::. 2 AN w*W marktok pills shat be 14kd with Kant sod a 4W*wd Na 2k mastic equd. of maandas must be mwbad amd nevVy rated or w#W an inside e£0' (a t:�rn) Pa►ameat NOTES: Stamahrd Mje RW*,L let P" W 2. ENSURE 5.0' (1.5m) MINIMUM CoWR AND 7.. o' (2. fm) MAXfMUM COVER A T • of p : ZO' t AN wont &W confirm to Me Rbht I L_____________ _ _ _ _ __ I U »- C) 00 PROPERTY LINE AND 5.3' (I. 6M) MtArIMUM AT FLOwUNE 3. LATERALS LOCATED SO NOT TO CANFLiCT WITH UAUT)E J Pro cant rabbved make wens shat be Cansbmted k dtcadana with the prolissarns of AS1M C -474 Standard elkrnhok sections M Me eivxiftiotiaws entice Coeer end CarNw ' Standard �pea�lcatia� State of Cdikrniq per Std SW-6 Depa bnart of Tron�oartation" odgoteei CLEANOUT SECTION COMPACTJON DETAIL W p°pj - CO 0 0 CO • s arrant ea4tiax anrent eca4600 4 Al srwrer rnanhdes; /ar sew linGS /orgy than 18' (a 46n) 1. Arop marnhp+es +n0 oily be arFowed with 0 rr a4aneter, shag be hrned with 'T -Lod* or npwveed equal mar Seal the ggarved of the at y fngizesw NOTES. cn c .� 5 C ve k pad shag' be awed worn a white p9mled 40 l.7rrn �: ( ) Standad Tee 3 Air malhdes shad Cxnldnm to Sep .� ?.3 1. Alt work sha(r ccnkim to Me gq ka6k sections of 9. 8WOV peps' or plastic shad' be plasm between Me o O r d camlpawnd as per section 90 -7.019 0/ Me standcrderevt+ Of Me moved taxi *e�aaiicnx a5' (aI.%) owatte k waatkn and 45 (a /2n) d&. fixtioms y S7idf ---- 6 See stand6rd dowi>Q SNe-6 law h� caNx; and MFnter Sod 4 Drc�o mmhale to aNy allowed if ahp ath lance Degao irnnent of Transportation ; apprvread arra►r es9rti0n. a3 (1=f o t� �p�,e�� r�ra � a5' to go (1 I ) dw manAok dktais (rubber gasket) s 30 (0. 76m) er greater. 2. Poe materis7r shah most 1.41 v* wrow mastic to tap of Am kGr venter tight m • /y - .r'•' `' 4V • '• :: ' • j 77y�Al dxnaa�lsis��►i�d bye. "000fi fnnahed wM steel ftwd K flriMlt lt1af76V for r •fene�.. , , e ma" •_ tRrifJnl 'd :/.H{/e {(�{.q({.� .T AN eamade " be am 'A ". It. aft st 0 be its°, A4 or PIC pqe Q. CL ;, ; : • '�' (a "': .71R7:.XIiN .� 40' (l0amm) 0. S i "' 4. amout btsne and cows' shtsl' cwbm to No !}ty -00d 12 Fi�Istred PX slue k be a 10 (.Tmmt) mic and a Q q �) t�• .F of Bate star bid SW-1 (6orm) nmx blow ti"W pOWN Arbm f11ENAM( Sw -iNEV - «: ,�j=_•: :•.* tl1ENAME Sw -ll1EY '. ;' .'• _ •v. ~ FMEINMN Sw -JREY :' tt . 5 Canaate shat/ here no adaftiee s written �p I�fONy is geta►led fl01lV Me city Emg%DOd! Sw -911EY an/sm STANDARD °'�'" ~ . ,: ; . - s: • - . rS ,'. nwa b j21� STANDARD , - • -; ;; oAR el7r•� f ) ;•. - ' .' asue, =::,:: -.: "` •'' • STANDARD ;. ' Gbnarete shell be awoal with a wAire pigrmerntod owing S TA N D A R D a/2/rw awama ee. SmW �� 1, doled . •, .�. ( +.;; MANHOLE TYPE "A" oEO M. 'A' ►'dear Ss+� 90L-7018 of the stand►ard;vecx STANDARD Jcu { SEWER LATERAL MARKER rn 7 p �. se+nw MANHOLE VAS 9.0 Q2im Co e S"w ( ) INSIDE AND 7. Top of stab shat be bvwrted srnooM and Q/Mm o EIGHT INCH M. I swEr Ma TYPE A N.T. Shndad 9r? Ei1dw OUTSIDE DROP e1.T.s rot a�aom fn�h CLEANOUT w T i CR Y �� S W- i SECTION _ � OF $ W- 2 OUTSIDE DROP CRY OF BAie.D S W-• 3 a �z reiati►e crrngaxtkn a reaQirirod pe dty aril ST-I J +� Cii1n OF 9FELD SW_ 5 i o _ U - - - (Gres) C LFCF CAL.FO�A N per ensauwne PUwUC YnORKS aEPARTI�eeT err o�arreftnt PUBtJC WORKS DEPARTMENT aTr os1lErt PUWC WORKS OEPARA"T an e�raarw pURx wows OkPARTYEN7 � o a) NOTES.- t. for pipes Ec0' (A150) to 1.0' (63m) M demote; a Steel Cara rg P� see Wowd plans for size and Midness Ho deosrty pdyethy+ena Plastic AV insndotar WM i cc ZZ- (a67m) 1.0' (a.Jrm) ^' ~ 25125' (a64m) ray' (a27m) 1.5' 4rhrm �Q615' 15mwm � a75' (gym) h a) Set Octal 'A' .JD' ( I 1 i noosed ter fins Me f - *ds to dew beds (Cafpieo Model P or egrri�t) o ) -,: a ( ) �._ conh wilco pmper equpm and Am t panmi s +� wed an gopro+sd dgeant and may car - or redwood skids skWped with star steel o 10• a15n (425n) into the d1js lies or narmow a sedan and canshuct I {_ peal. a5' 03* a wqe a tee: for pees IS' (a 46m) or lags; a morehare must be constructed where savings are nnaak ]he _ _ z 0 20' (un) FT operov rr (a43") ' to cores to mull oft" Me Astalotw of sadoks 325'(as3rm) SECTION B -B , 1. Vib'illed deyppe sudd'es shot be exhn sireno day 60•�� I- . . STANDARD MANHOLE FRAME & COVER 48 C P ( ppe and she/ carnkrm to Me rag iemernls of Me Wet fi*6m,d PER C.O.B. DWG. S -8. COVER SHALL BE 0 8 f sECTION A -A Conant .k>I t Coast Standards of Me dot p�oe irstirute S - LEVEL WITH EXISTING GRADE. Co o v w w J jjj a5' t5•mm ( ) Gaps farmed by uneM fide cut � nfo exkthg sewer man ahee4 3 Vt,P ,soddes may hoe dd►ar !rigs or alas °�J . I - I 41� � o J a o c � IE o LO' (25mxnn) tom be P&We'd with paper bakm 4. The bet shay he true; ercrnlar and concen irk with Me 1.(Y ib U) kttes; a 125 .Yrmm) See note 11. cenentirg Gin oat are oaFurr. r dh °"`' sawed an Me +` of (a3w) FILL ANNULAR VOID z 1.5'(0w) steff high i� 3" W �'rkl bW p„ fide 7.D° (SQnm) gotten 1.0' (156m) Die Center hde PLAN VIEW 5 g°a'i'gs it exRSting sewtx srrai be roadie erdy krge SECTION A -A PIPE CASING WITH 8 GRAVEL 2 know; 0125 (Jon) enar* to admit of of sod* thing Lugs a cabs Lu high B B steal be bodied W and sealed N A w91n � 4hm� O r n v� 'SEWER Notch lid to fx►d fide Sea note 11. AN 6. A# instalatims stroll" be inspected by Me P Nk !locks Agvartimt of Me City of "arsW wear to bodAV. steal � ObMw P�,e Akt �g &W fir• Sago to pjx t� &r and caning rtM starinkss steel E X I S I N G GROUND � �- pink sewer the / Redwood 9tiaFt danpS _ ------------------------- -___ -- D.D' (25inm) patron x613' (r5nnm pattern 7. For PVC and ABS p0A RtMW shall be in•+ Aurr mokbd and shad' be fttal4df i7 lire on now ppebig eut-i1 Storm A•ain tine 7 _ i i= �- _ =___ = - -» =-= � __ ____ Jj i I- - 1.4' 25mm ran pat ktt (, a 175 pm) tocatiaa (kr ) kftem a1?5 3m ( ) NOW ffe not crr nor stabefr►rsiaas a new p _ I - a - - -� �III w z O h+Df+ CcEANOU r - newmorR lirasttM 4 - i O W �,� � a� bi PI+C a AZ saddis sha19 be rtebeer gasketed and � II, I- J Q rr 23. shay be rdsterned by stainless steel bards •„ ' Q (- Q NOTES. �• _ _ Cn 1. AN Ramer and cogs shat be tested kr araorray of fit and shay be maked it sets prior to aal6wy t/31' (1mm) � � G I\ I� Mocdnned ' 'Y _L 2 >r>e snots of dame and dung races Me corers must not extend into sewer ma+'►c lao' Max 25' 2.5' 1QD' Max 11' Mk (.Jtm) (aft) (Can) (310) (a.1<n) STANDARD MANHOLE CONE 0 � Q srhall' be maedtened far a se»aeM wan- ►aaFng fit detwreem V 105' (a 2;7%m) the two cto<Stng£ T ri °M�r W � Q .J Castings shat be Mwarghly loaned wd alpprd twice flame ELEVA T70N SECTION DETAIL Lu > Z in o quick- atping pt -Na* o helms camlpouad M a crating. PIPE BORING LU proriale profectire "A" STANDARD MANHOLE RAISED U) �.- 4 Al *MW and cows SW be gray cast iaa #W DETAIL '"k`r°'�°' sled hare a warkmanlite finish IrA�hwny toodng should s the 2D' SQnnn) pattern letters an Me manhde corers ( NOTES: GRADE IN NON -PAVED AREAS A T i` be HS 10-44 shag hoe awe of Me krYOwiV desrgratom DRAIN or -qW I. Casing shad' be irslbW by Me bare, pal; 6. Redwood skids shill be shed to N contour of pjoe. -� O 5� Cadhq shat' cankrm to the pm4si ns of rfne Ven&otiars la Assetmbly snap be al soW for Mgrlmtny toOV of HS 10-44 and /or trend meM°a' 7 Redwood skids she/ be strnioioed to Me Me with SCALE: 3/4"=1' 9 ! ,-- far Qray`iral castimg mid er,,+gnatian ASIAL• A -48 2. Msto anion sha4 be as recamrmm*d by Me strgr*N a gg mwd wain bands (latest nr+,oiiwr) am NO. JQit It 1.0' x 1.0' (5aw x 15mm) abnond maid 125• (5mm) alegv p!m mawfx&w. d the name of be manulExtariog canpwy sha4 be rn�AneE: sw -awsv �sAUe: sw-�r w�� fLENAME, sw -&VV 3 Ad coming metians MW be Plied by eon lmous °"" an Ma underside of Me carver. STANDARD CUM STANDARD �icu 6/2/99 w°cm STANDARD RECORD DRAWING CERTIFICATION SHEET NO. 7. Manhole eFanre stna4 weagtn mot less than 120 ibs (500 war more Our 230 ft (113W fie coax Au FRAMES AND awo® COVERS FOR `w SEWER PIPE ear r,1 er 0"M gem AL SHAW 4 fi ►ad between canriAr Me and casing with SEWER sand &WX If sold is use4 carrfact by use of � AV not 91 M°' 120 i6�s (S gj war "'err MANHOLES & CLEANOUTS CONNECTION T LINE IN >r ak b swd m�vont or as drrcied by PIPE CASING "T v ( g) ,,"N"M STS the aty Engi w. *win O F d lkrdlote corers srnd►have o self aaoining bind pia! qTM OF � SW -6 CtiY �� SW-7 5 Redwood skids shale be calshucton gook CITY OF BAKEFOV M SW -S - hate unless otherws�e goeorvead by the City Fingirnee COAL 1 O am o�asaw PusuC wexeres DEPARiYEreT ar Dow PUBuc WOWS OVARTUMT eon Comm Pu" woRUS CEPARI EMT CITY RECORDS NO.: 90' ELL 45' ELL -71�- THRUST BLOCK DETAILS N. TS. NOTES I. AA' ►dm fltthg4 and *wbwnd changes are to be held in place by concrete thrust black 2 Bearing areas hAvIed are based on aiowabfe sal pressure of 1507 psf (71.82 OW .1 Cawarett is not to bear ogaest Poe hwt bkd to ally be h concoct with the NO* • t sf. (square foot) = a0929 st (square meters) TEE THRUST BLOCK SCHEDULE BEARING AREA iN SQUARE FEET" PIPE SIZE TEE OR PLUG 90' ELL 45' ELL 22.5' ELL 4.0 t 00mm 2 2 2 1 6.0 0.15m 3 4 2 2 8.0 0.2m 5 7 4 2 10 0.75itn 8 it 6 3 12 0.3m 11 16 8 4 16 0. *n 14 20 10 5 FILENAME: SW- II REV I 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (� 1 Q 1 1 w 1 r 1 z 1 W 1 1 1 W 1 Q 1 1 1 1 1 z 1 1 0 1 U 1 i 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 am A' Portland Cement Cowrate. Collor and fiM to mater S6Irlart adpcmt pawemant. Existig • e • Portland Cement a• , d • Concrete 's 4 . . 10, a r7r-1 . _. Aslpaniic Pant Select Alatem (if required) Banks PA TCH IN CONCRETE SURFACE -.. Ashpdtnc Point BinrAvr -- Existing Ashpdt Concrete Pavement Asphalt Concrete 4 Fnesb &ade s 31V380 SI 83A3 HOIHM JNIISIX3 a Ha1VA 60 � 'NIW -0 -V J, a NOTES. 61 C s t Alt wankman&* and metwds shat conform 1 1 1 1 1 1 1 1 1 1 (� 1 Q 1 1 w 1 r 1 z 1 W 1 1 1 W 1 Q 1 1 1 1 1 z 1 1 0 1 U 1 i 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 am A' Portland Cement Cowrate. Collor and fiM to mater S6Irlart adpcmt pawemant. Existig • e • Portland Cement a• , d • Concrete 's 4 . . 10, a r7r-1 . _. Aslpaniic Pant Select Alatem (if required) Banks PA TCH IN CONCRETE SURFACE -.. Ashpdtnc Point BinrAvr -- Existing Ashpdt Concrete Pavement Asphalt Concrete v v v v v Fnesb &ade 12 - (0 30) O Q Q Q Q Tjpicai each side 0 0 fl NOTES. Class It Aggregate Base C Back& compacted to 95X relotiw T t Alt wankman&* and metwds shat conform Q Q Q Q Q compoctiw m roadway areas from .TO' * to the re ui'ernents set ninon it the standard *Street T (a 9m) beyond book of aab, aduar q �� Z Spedkolkn4 State of cdi miq D49ortment Zone A� D DFPnI arf but the outer 1.0' (0.3m) of the _ of Trmspatabba , 4*mrcd anent edtkA 10-50 1 1.2' (a.�m) median are= and h alleys rift ..._... 5 2. Sawcuts shay be made paced or at riot _ 1 Bodrm angles to the centerline of the street 70-80 2 � be PA TCH IN A$PHAL T CONCRETE SURFACE off of i�et by�'thr 2.5' (0. 75m) Boom campacted to gat refame � � I 4 Potches tens than 2.0' (a6m) ram existhg potdhn a4' (0.1m Aslpdt compaction i edges of po}nnent a gutter shelf be extended Caraete Asphaltic Pant B melee to bdude i e htenrnediale Warted sb* of existing poanent Existing road mixed sarbchg BadyI catWacted to 90X 5 Ah7omi nn patch width shot be 2.0' (0.60 ) of its relative compaction smallest almo rdri awnless otherwise afowed by O Q O O Badrfdt matenkr! within the pipe the city e"Over. 'Select Mot" (if mWked) Q Q Q O o zone to conform to notes 1, 2 - 6. ReMrance standards ST -13 and ST -14 for - of plan and pope. and 3. " x oan;pactian requirements. sr For public uf,iifies , construction i 7. For patch rn asphalt concrete unless otherwise the arty enum 0. HounchOg t I -I 1 I -i i I-I 11 i- requirements as per the Public A. toed streets mrrrrwrrm a4' (a 1m) asphalt A. Wd st C Geld , aaharete over 0.5' (a 15m) chess i' aggregate base B Arteriaf and co ictor streets marnmum 0.7' (aan) 0*"t concrete ow 1.0'(03n) pars 0 aggregate base: PATCH IN ROAD AJV D SURFACE FILENAME: ST -12REV TMWft ,r sr COIN. COOPIr1E (TV) {T »} E* . S...r� EC 10 1*% C WC C C 1CXC 9 99C STORM QRAIN COvrw compme bad" s..w pt- New V.C.P. >tm MOOilaevloal `T,;C) StOrrdwwd ttOneh CcNWMet swery Pavement F Fnesb &ade f Depth ►dies d depending on the street's Troffrc krdex (Ti.). See Table V below Back& compacted to 95X relotiw T compoctiw m roadway areas from .TO' * *Street T (a 9m) beyond book of aab, aduar q �� Z Zone A� D DFPnI arf but the outer 1.0' (0.3m) of the _ 10-50 1 1.2' (a.�m) median are= and h alleys rift ..._... 5 _ 1 LS' (0. 45m) the exxti_a accepted roadway 7 70-80 2 2.0' (a 6m) improvements = 8.5 OR MORE 2 2.5' (0. 75m) Boom campacted to gat refame � � I I compaction i = = BadyI catWacted to 90X relative compaction BoakfB it pipe zone compacted = to 90X relative cwr aoction. / / tipper limit of pipe zone stroll be 1.0' (aim) A J Badrfdt matenkr! within the pipe J d dor t zone to conform to notes 1, 2 - - of plan and pope. and 3. " x sr For public uf,iifies , construction i HounchOg requirements as per the Public C Geld , Uti'rtxs ammrssxxr er 1,W a o' (a 10,10 Material far f p S D 2321 W A NOTES: 1. Back0l far Rigid Poe. Backfil matenat Wb* the pipe zone shoji be bee of deleterbus mot&W and shelf have a Sand Equivalent of not less than 20 and shell conform to the Wowing grading: Sic„° Size Percentage passing 314' (20 mm) 100 Na 4 35-100 Na 30 20-107 Avis bocOW material shall be placed h not to exceed one foot (10 Ioose)(a3m) Layers, simullaneausty on each side of the ppoe n such a manner as not to damage or drstwb the poe on its aliryhment and grade Each layer sheaf be thoroughly canp- acted by mechankW tomp»y; Bock> ➢1 material wharf be property compacted to springlne prior to proceeding. 2 866M for flexbk pipe. Pine and fallings shell be irhstaled in accordance with the am'ent ASlil s;wi&oticn D -2321. Lhly Gass / and N embednent motaids within the ppe zwe wit be considered suitoNe. Win the pipe zone; water flooamg and pting shelf not be used kr bock/1' compaction far flewble p pe Are bedding and hounch ng shad! be hand placed to the Spring line of the pipe and properly compacted For .sewer mans; Clods I bearding is required far bedding and harndnhg. Care shalt be taken not to diskrate the ppe. The remohhg boON in the peeve tare shot! be hand placed and compacted h lifts not to exceed 6,17" (0.15m) thiahness. Bo&N notenl7d shat be tr4 tell to MfiRrAIIA to FdTJrA01rW - Pipe or candvit 4 Testing of bock& moterials shad be h occordwa with the tests listed in Section 6-J01 of the Standard Spec0calk" (or ASTM 01557, Method C) far trench width greater than LO' (03rn) If trench width is less than 1.0'(0.3m), bockff with 2 soak chary. 5. Compaction tests wN be reWked and shat be the respons- beity of the Demtoper / Sub Wde r / Controctor. Are number and locotkn of the tests shad be detwnhed by the Gty Enginear. The tests shat be it accordance with the tests Misted h Section 6-J01 of the Standard Spedilcotian (or ASIM D1557, Method V). 6. Each layer of 6ackN materiad short meet the compoction, sand eqw dent and gradation requirements before the next layer is placed 7 For pavement patches within paved a ens, see standard drawing ST -12 k this dt* monad? TABLE "A " The fogowin q shall apply for trench widths., PIPE W 07H IN GREATEST TAMPING CLASS I BEDDING DIMENSION OR SLURRY 1.010.3m) or less 1.0'(0.3m) wider 4.0° (75mm) wider both sides both sides 1.0' 0.3m) up 1.0(0.3rn) wider 6.0" (0.15m) wider to . 0' 0 6m both sides both sides 2.0'(0.6m) or more 1.5'(0.45m) wider 1.0(0.3m) wider both sides both sides FUNAME_ ST -13KV 3 BaakfB moterid above the ppe zone sha7 be free o.re of deleterious materiel and Amps or stones exceeding STANDARD DRAW 40 w (75rnm) sn greatest dimensia+r and shat be .acv placed h not to exceed one foot (1.0' km) (aim) TRENCH BACKFILL c«EOao lows and each pryer shot be thoroughly compacted AND COMPACTION U. SHAW by mechanical tampeg. REQUIREMENTS N.T.S. iky be "rdle N 3" R� alternate Concrete Detail For rnlacine eewer - when broken No Seale er STORM ' DRAIN :•.. ::;- ar�::�'.•.•.••.•:.:•'.- Lm.. she EML utlKy Pan Ir Win EftL Witty P" To be used where "K" equals 12" or less Pipe Saddle Detail No Scale STORM DRAIN SLISDiVIS30N DESIGN MANUAL o,,,,,v, PIPE SADDLE DETAIL mend nwrvo�ra s+Grr wn 1 CITY OF BAKERSFiEL0 I s _ ( CALIFORNIA D -9 RECORD DRAWING (VERTIFICATION S,� -��D- -. CITY RECORDS NO.: CZjCh y z° 3 a16Z;n , Z, N � . o W�0 N zlrx w a , o NIJJto to U �' o co - o � U co co c» W CD 0 A U A CO W U) " U CO 0 ` �co cn c C) 0 QT 2 m 0 6 z ii 0. F- 0 L Z `: � W -j m T L- o is ILL o W W z 00 M U n2 2 U) W z W 0 z J Cc C/) Q L.L J D 0 W C) W W w � C) Z T O T v ! ) J a_ SHEET NO. 0 OF 10 FUNAME_ ST -13KV 3 BaakfB moterid above the ppe zone sha7 be free o.re of deleterious materiel and Amps or stones exceeding STANDARD DRAW 40 w (75rnm) sn greatest dimensia+r and shat be .acv placed h not to exceed one foot (1.0' km) (aim) TRENCH BACKFILL c«EOao lows and each pryer shot be thoroughly compacted AND COMPACTION U. SHAW by mechanical tampeg. REQUIREMENTS N.T.S. iky be "rdle N 3" R� alternate Concrete Detail For rnlacine eewer - when broken No Seale er STORM ' DRAIN :•.. ::;- ar�::�'.•.•.••.•:.:•'.- Lm.. she EML utlKy Pan Ir Win EftL Witty P" To be used where "K" equals 12" or less Pipe Saddle Detail No Scale STORM DRAIN SLISDiVIS30N DESIGN MANUAL o,,,,,v, PIPE SADDLE DETAIL mend nwrvo�ra s+Grr wn 1 CITY OF BAKERSFiEL0 I s _ ( CALIFORNIA D -9 RECORD DRAWING (VERTIFICATION S,� -��D- -. CITY RECORDS NO.: CZjCh y z° 3 a16Z;n , Z, N � . o W�0 N zlrx w a , o NIJJto to U �' o co - o � U co co c» W CD 0 A U A CO W U) " U CO 0 ` �co cn c C) 0 QT 2 m 0 6 z ii 0. F- 0 L Z `: � W -j m T L- o is ILL o W W z 00 M U n2 2 U) W z W 0 z J Cc C/) Q L.L J D 0 W C) W W w � C) Z T O T v ! ) J a_ SHEET NO. 0 OF 10 SHEET NO. 0 OF 10