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HomeMy WebLinkAbout5.2-10717STANDARD DRAWINGS THE FOLLOWING STANDARD DRAWINGS ARE HEREBY 0 D [L DD A D INCORPORATED AS A PART OF THESE PLANS: C/7Y STANDARD DRAWINGS SW -1 SEWER LATERAL MARKER D � I� n �� M � � I�j O � I �' J U o � a � �O SW -2 MANHOLE TYPE "All L F)] L f Lt— SW-3 MANHOLE TYPE "A" INSIDE AND OUTSIDE DROP SW -5 STANDARD 8" CLEANOUT P LN S FOR C O N ST U GT 1 O N O F SW-6FRAMES & COVERS FOR MANHOLES & CLEANOUTS SW -7 SEWER PIPE CONNECTION SW -8 SEWER LINE IN PIPE CASING PARCELMAP 10717SEWERAN SW -11 PUMPING STATION THRUST BLOCKS ST -12 PAVEMENT PATCHES ST -13 TRENCH BACKFILL &COMPACTION REQUIREMENTS L IFTSTAT ION IMPROVEMP-NT COUNTY STANDARD DRAWINGS CENTER SECTION 36, T.30S., i LIST OF DRAWINGS PAr.KPII I PPnHIP KAFKITO, nN A/R qTRFFTq R-67 MKEE ROAD (USE FOR PAVEMENT REPAIR) R27E., M.D.B.M. FOUND BRASSC CAP IN CONCRETE MONUMENT. ---+ ABBREVIAI UN LEGEND PROJECT DATUM ELEV. = 350.76 r LLJ 7� EP EDGE OF PAVEMENT R/W RIGHT OF WAY CB CATCH BASIN BC BEGIN CURVE EXISTING FIRE HYDRANT 2 _7 Ae ONSTRUCT1" T 3AQ INV INVERT JB JUNCTION BOX EC END CURVE TC TOP OF CONCRETE VCR SD STORM DRAIN FG; FINISHED GRADE LAT LATERAL 11b EXISTING BLOWOFF IN, I HUGHES ..,SLW EASEMENT FL FLOWLINE ERS GB GRADE BREAK MH MANHOLE CO CLEANOUT co #i:, k ­ EXISTING VALVE WITH SIZE SHOWN CL CENTERLINE EXIST EXISTING OE OVER-EXCAVA11ON AC ASPHALT CONCRETE 7777,7 MH MH #28 MH #27 24,, ELEV, EL ELEVATION BW BACK OF WALK TOM TOP OF MANHOLE W EXISTING WATER METER L 7- - 7 — — — f7� T U` 6 SM MH CITY U CITY� ... CITY BOUNDARY EXISTING UTILITY STUB -UP 111 _1,5 10 4S ............... f 00 tfu :_COI T 12" SEWER SECTION LINE WITH STATION LABEL EXISTING LIGHT STANDARD ''T _4 py 4- - - — - — - ' -0- EXISTING POWER POLE AND GUY I CENTER LINE WITH STATION LABEL FELE TO HUGHE Tli'l 1 4 Ap, -WAY LINE EXISTING CONDUIT PULL BOX EXIST. RIGHT OF z: a LU 10 C-) EXIST. PROPERTY LINE NTH STATION LABEL @ EXISTING CONCRETE MONUMENT R 2 - 4` J, BEARING AND DISTANCE CONSTRUCT SEWER EXISTING STREET SIGN + M 51,,,__ PER THIS CONTRACT --X ak U g L TR A _j EXISTING AF C SIGN E, C11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW SEWER EASEMENT EXISTING ELECTRICAL VAULT -0 F –0--a EXISTING STORM DRAIN AND MANHOLE F ERIN H 0 s__ s EXISTING SEWER AND MANHOLE EXISTING TELEPHONE VAULT 7 0, W—..—W EXISTING WATER El EXISTING ELECTRICAL BOX A'�P_ U EXISTING UTILITY JOINT TRECH U M EXISTING COMMUNICATIONS PEDESTAL R f 4 - G 0 EXISTING GAS 33 ARING AND DISTANCE—–, BEfi _0H —OH — — — —OH EXISTING OVERHEAD LINE -FO _F0— EXISTING FIBER OPTIC SECTION DES1GNAJON: 21- E SECTION LETTER - 1 -E EXISTING ELECTRICAL �A_T_ EXISTING TELEPHONE LINE i" F'-`4 J. k _s' TV TV— EXISTING CABLE TV xyj, - J p� E OWN rji I SHEET WHERE SECTION IS SH _X —X—X—X— EXISTING FENCE f 5 DETAIL —EC— —EC— —EC _DESIGNATION: 0, 0 g EXISTING CONDUIT DETAIL LETTER 0 EXISTING SWALE A a Z"11- - - - EXISTIING CURB & GUTTER 2 _z/_ _z, SHEET WHERE DETAIL IS SHOWN ��Y. p IA- A-_ CONSTRUCT 8 MICHELE ST. SEWER 44-, H #15 CONSTRUCTION NOTES: 1. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "All J E --i .4A CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS H#1 MI -Ii AND SPECIFICATIONS., P131' MH #12 w#1 I 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 0 PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING A_ ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT 0 4 INSURANCE AND SECURITY BASED ON AN APPROVED AGREEMENT, APPROVED BENCH MARK MR010 ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE PERMIT. TOP OF BRASS CAP IN CONCRETE MONUMENT AT THE 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS CENTERLINE INTERSECTION OF McKEE ROAD AND HUGHES LANE (CENTER CORNER SECTION 36, T -30S., PRIOR TO CONSTRUCTION. (1-800-642-2444) R27E., M.D.B.M.) ELEVATION 350.76 (CITY DATUM) PER CONSTRUCT 8118 4. 24 HOUR INSPECTIONS NOTICE - PRIOR TO THE START OF ANY PHASE OF COMPAGNONI TO M_ TRACT 6006-2&3 01, CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AS LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. Aq 5. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF BEARING BASIS THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF THE SOUTH LINE OF THE SOUTH EAST 1/4 OF SECTION 36, REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. T.30S., R27E., M.D.B.M. BEING THE C/L OF TAFT HWY. SAID -7 6. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN GRID BEARING PER NAD83 IS N890031 2"W. DISTANCES ARE EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUS WASTE, AS PLY GRID VALUES, TO CONVERT TO GROUND VALUES MULTI Fit DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IN THE BY 1.0000467. IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE KEY MAP SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE RESUMED. SCALE: 1"=200' SHEET 1 TITLE SHEET SHEET COMPAGNONI STREET SEWER SHEET 3 COMPAGNONI ST. TO MICHELE ST. SEWER SHEET MICHELE STREET SEWER SHEET,5 MICHELE STREET SEWER CONT SHEET MICHELE ST. TO HUGHES LN. SEWER SHEET 7 HUGHES LN. SEWER & STD. NOTES SHEET 8 EXIST. LIFT STATION MODIFICATIONS SHEET STANDARD DRAWINGS SHEET 10 STANDARD DRAWINGS CONT SUMMARY OF IMPROVEMENTS Item No. Estimated Link of Item Quantity Measure rr -, UJ C/5 2 zc:> C) 0 CY) LLJ < (0 z 0 LU P C\J rr LU LI L ---% rfl STATE OF CALIFORNIA 2,200 LF 8" Sewer a P h111 NN 11 9, 11 2,435 LF 12" Sewer 155 LF 4" Sewer Lateral 75 LF Bore and Jacked 4" Sewer Lateral 10 LF 6' Sewer Lateral 2 EA 8'x5' Sewer Stub 3 EA 4!' Sewer Wye 10 LF 6" Forcemain I LS Exist. Forcemain Removal I EA 6" Pressure Cleanout 33 EA Manhole (48" Diameter) 1 EA Lined Manhole (48" Diameter) VICINITY MAP 42 LF 8" Sewer in Bored/Jacked 16' w/ 3/6' Wall Steel Casing - Compagnoni Street Crossing 16 LF 8" Sewer in Bored/Jacked 16'w/ 318" Wall Steel Casing - Adjacent to Exist. Water Well 80 LF W Sewer in Bored/Jacked 16' w/ 3/8" Wall Steel Casing - Taft Highway Crossing 80 LF 12" Sewer in Bored/Jacked 20" w/ 3/8!' Wall Steel Casing - Canal Crossing 23 LF Bored/Jacked 12" Sewer - Into Exist Wet Well 435 LF Hot Mix Asphalt -Concrete Trench Patch (Michele Street) 315 LF Cold Mix Asphalt -Concrete Trench Patch (Trucking Yard) 1 LS Concrete Slab Repair 2 EA Lift Station Pump 1 LS Forcemain Manifold Revisions ENGINEER S CERTIFICATE I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE PROJECT LOCATION 0 'Fo,­; 1111 UULU I tU DURING CONSTRUCTION. I 1UN. PN C/) ,0. f#A -A SUBMITTED BY: V U. APPROVED BY: _J No. 28104 PARCEL MAP 10717 BOUNDARY C CONSTRUCT' NICOLAS FIDLER - RCE 61069, EXP. 12-31-16 DATE PUBLIC WORKS DIRECTOR COMPAGNNI RICHARD MEYER, R.C.E. 28104 DATE ST. RECORD DRAWIN(V;7RTIFI -SEWER-----: 1 CATION APPROVAL RECOMMENDED: jot. y 40 7777 t?711 File Name: LEE11001TS1 CITY RECORDS NO.: I TASSISTANT PUBLIC WORKS DIRECTOR _��� ..... ..... Me er EDWARD LEE Ho Civil Engineering, Inc. PM, 10717 SEWER & Uff STATION IMPROVEMENTS OF AA�%Awko&A 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 10 Phone 661-836-9834 FAX 661-836-9761 TITLE SHEET SHEETS PRINT DATE:1/19/15 17/( lam 2 IM MI 7� MI d' 3 _ SEE SHEET 3 + , �, o f L A 1 o \ N P �•q. ' � � � p p,R01� pN • 1 � � 2 �s � � + CITY OF00 \ 1 1 �\ \ Lo ► \ oo PM 10� 160,38 y 30,k' 8 \ SEC. 1 BAKERSFIELD w �' N -P'_ � �, CID 18 Z� 5 +� c�*I o + J'`-' ' r "� 20' WIDE SEWER EASEMENT �+ 4° N -►-PR�E� g8 1 CURVE DATA N0. l g 2 P PROEM pN \ T. 31 S . , R . 2 7 E . �' �" ' �' D = 8 232 pRGE pN 10 1 ,c�2 + `( u' \ *L +^` �" n � TO CITY OF BAKERSFIELD, \ , " \ �' + ��=+� q � DOCUMENT NO. 0214116450 q x �, 20 WIDE SEWER EASEMENT - P 1� PM ,160 ROES N 2 ` N_" n ; � p " O.R. 9 24 2014 �', TO CITY OF BAKERSFIELD, �` Z ` R = 1500.0(1 PM 10� 0-A3 1gA \ P P �1� P 1 .., \ , �, o o N r / / ,� r rn t3= 2 3 N VIM 7 - Ab f� L = 210.54 18A' , pM 10_160,�k .fl r- $ N DOCUMENT N0. 0214142710, r�,, o o N .� o CEL 6 2 5 w ` o, N x �' N '' Z Z r, N O.R. 11 /18/2014 0 + cs v' 1g4 \ PPR PN p PR�EL pN 2 s + -' i ono a' �' a`; v' o o a ca o N o \ cr o 1 i cry" CURVE DATA NO 3\ - N r a� OD o _T=_f05.45----------- -- ------ -_ __ __----- _ -- " o o sin cn --� h N N cs ,- _ _ + pM18q-160 PM 8�,160Q �'_ c -',s `�' Z D = 11'4937 , `� esti $ 1 rn cc RU� _3 ;� U �o `° -- --- ---------------- ------------ --GUTTER L _ R - -- ----- ----- EXIST. PUE +� -' I `VIM �„ c,► �r R = 150000' o$ L---- Dj- ­717 EK - - 2 ''' Z ��o_ ___ - - _ _ _ �'- _ _ - - __ ---UP_�/� ------------ L - 309.63 mr-EXIST. 36" S.D. -�/ /% - - - - •- - _------------- ` -- --'------- _ I =,z� __-__�_--- -- - ,�vXIST. 36" s.0. ° -- D---_--- c r_�,____-_______-- - co- - - _ ___------ + _ -__- _ s _ _ _.�- p�6 a ro - E D --8 _EXIST. 30" S.D • _ D�-- -D - --,- ----` ��"..� ---_" - _ _ - N g�04�i _6+43.15 STA 8+53.69 - I - _ 10---- - - --- - .._D ��_--__-----`_-_-U _ - g"""" - - EXISS. 36" S.D.�"- 4 %� CUR 5 ;+LL STA. CURVE N0. 1 N20T14',3 " -_ - _ _ _ _i -`� N17'14 39�E 184.14' ._._ ___ ---e-- ="�-' - 8 E 551.41 19 - EXIST. 30" S.D. EXIST 36 STpRAI N -o f- �/� SEEw W_�� __-- - =�-- w--- -. w % QFgTRUCTION - -t o - - D---- _1'__-��D__�___ --� Si313t75.48, 22ET.t o PROFILE, 7/ �----- - �- - - 0 3 S?A 17+147917_ _ _ _ q � m �/� NI ST. N - _ _ �; SHEET 3 sTa 1a+o5.16 CURVE N _ - -I $ wAtER m -- oU U -- ---- _ - ___ - _tel/ _ _ - _ __EXIST.- 8" pyo -WATER - _ 14 - _ - T u u - - - w I ST ^ I _ _ - 15 _ _ 16 - -- -(IS 7+5155 1 --► - ' �, p p (a,� --------------------------- -- - ----- u ® - _ _/ - _ �- - - - `_'� w- - -- A 13+54.26 3 0"� EXJST. 8' WA I _ -I WATER W 0- u') Z T- g... & . ------ -- ------------------__ __ -Q u - - oo ®®-®_' _ = __ - - - -111 _ _ _-- w------------ N STA. i3+75.48, 14RT.t GUTTER LIP _..______--_ -w EXIST. a 1l� Q .---� oy y a> ___________----_--___�_-_-r----___---- - s- --- ---- -- N20. .p` ,- _ _u---- - - - _ Zl� .r'� ------w w w`--'- _ _ _ _ ��_- = _ - - `�- •� d __--__----- - 0438E 260:89- ------- `t' -- - --- -��" -,� v� - _ _ - - - _ �/L - - - -%�- - - - - - _ /� _ _ _ _ - - _ u CURVE DATA N0. 5 2 (.� ' co CURVE DATA NO. 2 - �- ---- -- u _ _-- cc - _ �. _ - D 51054 7" ,co D = 7.43'01» \ �, o CONSTRUCT 8'I SEWE----------------- --- -----___ U ------ --------N2oo�s�s"� 2s. --- --i -- - ---- __ _--�� - -�-� - _---- -r R - 1500.00' cr R = 1455.00' , �, ai ?' N R \ EXIST. --'__'__ -- - --s 0:8=5-------...w._--- ---- _ _------_"__ --- �' U- - -----------__ - L = f33.42' v co _ __ _ CURVE DATA N0. 4 O W- CONSTRUCT MH Np• .3 _ R yy GUTTER FL " �,, v0, y T = 66.75 t- c� v r cp 20 WIDE SEWER EASEMENT TO CITY UE --- cn c> L = 195.97 y o ` ,- _ _ , ?' y �' •o �+ o OF BAKERSFIELD, DOCUMENT N0. + + w LATERAL CONNECTION r __ - - -- " u D=27221 �� a M� .��, �, T = 98.13 \'�, .� �o J` 0214039124, O.R. 4/08/2014 STA- i1+14.58, 45.00RT ��,,�� 4 LATERAL STUB NQ• 6 WIDE SEER EASEMENT TO CITY g STA. 12+45.03, 45.00RT 9 �`J STA. i4+08.92 4 -" SW -1 R _ 1500.00' j Z o Rc�� P 8 `► \ SW 1 4 LA o \ , , 5.00RT. � DUIT STUB -UPS L - 5779"�,, _s o p P 6_9 o fl 20 + . 3 TERAL STUB N0. 3 NOTE: EXISTING UTILITY CON Tri o t'LA. cp �' o OF BAKERSFIELD, DOCUMENT N0. N CEL 2 20' WIDE SEWER EASEMENT N 4" LATERAL STUB N0. 4 SW- o �` r y ELEV 342.33, S=1.00% T = 28.90'1 � �' v+ � LLP g p-21 u'� 0 0214058254, O.R. 5/23/2014 �' c° �, o PPR pN 9 STA 11+14.58, 55.00RT. STA. 12+45.03 55.00RT, g nMAY CONFLICT WITH SEWER,�+ r \v�+c3+ m 10� 36 ' ELEV 339.76 S=1.00% DOC EINT NO.B021405F82511, +� _ `� v 4" LATERAL STUB NO. 5 SW_1 RELOCATE AS NECESSARY T4¶� 1� +`f' t3' L `� 2 `� o Z ``' PM 160� ELEV. 339.30 S=1.007 0 �, r STA. 13+75.48, 55. TYPICAL RC,G PN o 0 0 '' 9° 18 \ O.R. 5/23/2014 P 011 31 �/ osA N r^ 2 '" "5 `�' + ELEV. 342.10 S=1.00% P.R 08 0 PM 1 A,16 0 ,-. , I T I 0 F �' Ni p PRO�� PN • 2 + OE 1 1 20' WIDE SEER EASEMENT TO CITY + o� o cp OOR7 9 p C \� P g \ ,00 o y 1 18 10 1 ,3'5 + p PR 0A- OF BAKERSFIELD, DOCUMENT NO. M �, co LP 4 �o to x �, � o + o� P�` x,160 1 M 10�160,3A 0214058252, O.R. 5/23/2014 � � \ � ` CITY 18A�160' os � Q `g B A K E R S F I E L D \ 18 P 8q-1 20' WIDE SEWER EASEMENT TO C i 1 °� N 021 OF B 6451SFO.R 9/24/20N4 N0. o SCALE �- i STREET SEVER 3 ( 1 EXISTING UTILITY TRENCH: m HORIZONTAL. 1 40 ����� AGNONI � n- , _ � ' &TELEPHONE REFER TO LEGEND, SHEET 1 VERTICAL: 1 -4 GAS ELECTRIC, TV, ,Z � o � � VERIFY LOCATION AND DEPTH 352 350 cm 346 344 34$9 341 33 3: V 41 j 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. W- MANHOLE NO. 6B EXIST. GRADE 7 STA. 17+51.55, 35.00LT. OVER SEWER ELEV. 342.92 INV. a LAT. E & W N ELEV. 342.65 INV. 80 MAIN S °' Nc, t_ ' llr<6 co co 348 346 344 342 34C 33E ti ti coco do N o w "' wr BOE&JA 0 75. LF _T=_f05.45----------- -- ------ -_ __ __----- _ -- " o o sin cn --� h N N cs ,- _ _ + pM18q-160 PM 8�,160Q �'_ c -',s `�' Z D = 11'4937 , `� esti $ 1 rn cc RU� _3 ;� U �o `° -- --- ---------------- ------------ --GUTTER L _ R - -- ----- ----- EXIST. PUE +� -' I `VIM �„ c,► �r R = 150000' o$ L---- Dj- ­717 EK - - 2 ''' Z ��o_ ___ - - _ _ _ �'- _ _ - - __ ---UP_�/� ------------ L - 309.63 mr-EXIST. 36" S.D. -�/ /% - - - - •- - _------------- ` -- --'------- _ I =,z� __-__�_--- -- - ,�vXIST. 36" s.0. ° -- D---_--- c r_�,____-_______-- - co- - - _ ___------ + _ -__- _ s _ _ _.�- p�6 a ro - E D --8 _EXIST. 30" S.D • _ D�-- -D - --,- ----` ��"..� ---_" - _ _ - N g�04�i _6+43.15 STA 8+53.69 - I - _ 10---- - - --- - .._D ��_--__-----`_-_-U _ - g"""" - - EXISS. 36" S.D.�"- 4 %� CUR 5 ;+LL STA. CURVE N0. 1 N20T14',3 " -_ - _ _ _ _i -`� N17'14 39�E 184.14' ._._ ___ ---e-- ="�-' - 8 E 551.41 19 - EXIST. 30" S.D. EXIST 36 STpRAI N -o f- �/� SEEw W_�� __-- - =�-- w--- -. w % QFgTRUCTION - -t o - - D---- _1'__-��D__�___ --� Si313t75.48, 22ET.t o PROFILE, 7/ �----- - �- - - 0 3 S?A 17+147917_ _ _ _ q � m �/� NI ST. N - _ _ �; SHEET 3 sTa 1a+o5.16 CURVE N _ - -I $ wAtER m -- oU U -- ---- _ - ___ - _tel/ _ _ - _ __EXIST.- 8" pyo -WATER - _ 14 - _ - T u u - - - w I ST ^ I _ _ - 15 _ _ 16 - -- -(IS 7+5155 1 --► - ' �, p p (a,� --------------------------- -- - ----- u ® - _ _/ - _ �- - - - `_'� w- - -- A 13+54.26 3 0"� EXJST. 8' WA I _ -I WATER W 0- u') Z T- g... & . ------ -- ------------------__ __ -Q u - - oo ®®-®_' _ = __ - - - -111 _ _ _-- w------------ N STA. i3+75.48, 14RT.t GUTTER LIP _..______--_ -w EXIST. a 1l� Q .---� oy y a> ___________----_--___�_-_-r----___---- - s- --- ---- -- N20. .p` ,- _ _u---- - - - _ Zl� .r'� ------w w w`--'- _ _ _ _ ��_- = _ - - `�- •� d __--__----- - 0438E 260:89- ------- `t' -- - --- -��" -,� v� - _ _ - - - _ �/L - - - -%�- - - - - - _ /� _ _ _ _ - - _ u CURVE DATA N0. 5 2 (.� ' co CURVE DATA NO. 2 - �- ---- -- u _ _-- cc - _ �. _ - D 51054 7" ,co D = 7.43'01» \ �, o CONSTRUCT 8'I SEWE----------------- --- -----___ U ------ --------N2oo�s�s"� 2s. --- --i -- - ---- __ _--�� - -�-� - _---- -r R - 1500.00' cr R = 1455.00' , �, ai ?' N R \ EXIST. --'__'__ -- - --s 0:8=5-------...w._--- ---- _ _------_"__ --- �' U- - -----------__ - L = f33.42' v co _ __ _ CURVE DATA N0. 4 O W- CONSTRUCT MH Np• .3 _ R yy GUTTER FL " �,, v0, y T = 66.75 t- c� v r cp 20 WIDE SEWER EASEMENT TO CITY UE --- cn c> L = 195.97 y o ` ,- _ _ , ?' y �' •o �+ o OF BAKERSFIELD, DOCUMENT N0. + + w LATERAL CONNECTION r __ - - -- " u D=27221 �� a M� .��, �, T = 98.13 \'�, .� �o J` 0214039124, O.R. 4/08/2014 STA- i1+14.58, 45.00RT ��,,�� 4 LATERAL STUB NQ• 6 WIDE SEER EASEMENT TO CITY g STA. 12+45.03, 45.00RT 9 �`J STA. i4+08.92 4 -" SW -1 R _ 1500.00' j Z o Rc�� P 8 `► \ SW 1 4 LA o \ , , 5.00RT. � DUIT STUB -UPS L - 5779"�,, _s o p P 6_9 o fl 20 + . 3 TERAL STUB N0. 3 NOTE: EXISTING UTILITY CON Tri o t'LA. cp �' o OF BAKERSFIELD, DOCUMENT N0. N CEL 2 20' WIDE SEWER EASEMENT N 4" LATERAL STUB N0. 4 SW- o �` r y ELEV 342.33, S=1.00% T = 28.90'1 � �' v+ � LLP g p-21 u'� 0 0214058254, O.R. 5/23/2014 �' c° �, o PPR pN 9 STA 11+14.58, 55.00RT. STA. 12+45.03 55.00RT, g nMAY CONFLICT WITH SEWER,�+ r \v�+c3+ m 10� 36 ' ELEV 339.76 S=1.00% DOC EINT NO.B021405F82511, +� _ `� v 4" LATERAL STUB NO. 5 SW_1 RELOCATE AS NECESSARY T4¶� 1� +`f' t3' L `� 2 `� o Z ``' PM 160� ELEV. 339.30 S=1.007 0 �, r STA. 13+75.48, 55. TYPICAL RC,G PN o 0 0 '' 9° 18 \ O.R. 5/23/2014 P 011 31 �/ osA N r^ 2 '" "5 `�' + ELEV. 342.10 S=1.00% P.R 08 0 PM 1 A,16 0 ,-. , I T I 0 F �' Ni p PRO�� PN • 2 + OE 1 1 20' WIDE SEER EASEMENT TO CITY + o� o cp OOR7 9 p C \� P g \ ,00 o y 1 18 10 1 ,3'5 + p PR 0A- OF BAKERSFIELD, DOCUMENT NO. M �, co LP 4 �o to x �, � o + o� P�` x,160 1 M 10�160,3A 0214058252, O.R. 5/23/2014 � � \ � ` CITY 18A�160' os � Q `g B A K E R S F I E L D \ 18 P 8q-1 20' WIDE SEWER EASEMENT TO C i 1 °� N 021 OF B 6451SFO.R 9/24/20N4 N0. o SCALE �- i STREET SEVER 3 ( 1 EXISTING UTILITY TRENCH: m HORIZONTAL. 1 40 ����� AGNONI � n- , _ � ' &TELEPHONE REFER TO LEGEND, SHEET 1 VERTICAL: 1 -4 GAS ELECTRIC, TV, ,Z � o � � VERIFY LOCATION AND DEPTH 352 350 cm 346 344 34$9 341 33 3: V 41 j NOTES: 1. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO THE CITY FOR APPROVAL BEFORE THE BEGINNING OF WORK. 2. CONTRACTOR TO POTHOLE AND VERIFY DEPTH AND LOCATION OF WATERLINE AND STORM DRAIN AND NOTIFY ENGINEER OF ANY POSSIBLE CONFLICTS PRIOR TO THE BEGINNING OF CONSTRUCTION. W- MANHOLE NO. 6B EXIST. GRADE 7 STA. 17+51.55, 35.00LT. OVER SEWER ELEV. 342.92 INV. a LAT. E & W N ELEV. 342.65 INV. 80 MAIN S °' Nc, t_ ' llr<6 co co 348 346 344 342 34C 33E 348 e LATERAL NO. 7D =1.007 SEE DETAIL - 346 g 342 340 o 338 + M 50LT. a ►- J 75RT. EXfST. 3s S.D. vE�r DEPTH� V' ``' STA. 17+51.55, 22iLT. J ELEV 339± N �' •d" to W PROFILE A 352 350 348 346 344 342 340 338 8 36 RECORD DRAWING CERTIFICATION S• .) !10 717 CITY RECORDS NO.: in C, �0LL$ r r w 9 65 ow w '- m 0w mJ EL p Q w ti ti coco 5 w w "' wr BOE&JA 0 75. LF w w w w .0 4* LATER LNO. 7 W w z 0 w W 29 LF 11 S=1.00 Q •----'�"""� T (1) Q fes- o I_: Q Z o Z I = IV)o= w v r zQ LJ ��> W J N Q IQ TS T_ T 0 z Lo d- 0 O U-) N T �> +-4- t1 348 e LATERAL NO. 7D =1.007 SEE DETAIL - 346 g 342 340 o 338 + M 50LT. a ►- J 75RT. EXfST. 3s S.D. vE�r DEPTH� V' ``' STA. 17+51.55, 22iLT. J ELEV 339± N �' •d" to W PROFILE A 352 350 348 346 344 342 340 338 8 36 RECORD DRAWING CERTIFICATION S• .) !10 717 CITY RECORDS NO.: in C, �0LL$ r r w 9 65 ow w '- m 0w mJ EL p Q w SHEET NO. OF 10 CI) f' - W Cc W w .0 W W w z 0 w W Q T (1) Q Z o 06 0 w w Z W G� T_ T 0 O T t1 SHEET NO. OF 10 20' WIDE SEWER EASEMENT TO CITY - OF BAKERSFIELD, DOCUMENT NO. 0214058255, O.R. 5/23/2014 CONSTRUCT MH NO. 10 STA. 9+90.01, 2.94RT. E -W = �lJ STA. 9+97.09, 10.001-T. N -S S44'07'51"E 10.00'--' COUNTY OF KERN CAL HORIZONTAL: 1"=40' VERTICAL, f-_4' 20 0 40 80 40 10 a w a 2 � 00 N Q 3 V Lt-' eC � pE x O a. °O o END BORE & JACK w SEC. 1 z a STA. 15+79.77 SEWER v c* R SEE SHEET 2 T. 1 S. R . 2 7 E . EXIST. 36" STORM DRAIN�, j 3 „ PARCEL 4 c STA. 15+73t , % tc x oz + PM 10717 PH. 1 W- CONSTRUCT MH NO. 5 04 184-160- 44 v Q t/ BEGIN BORE & JACK M 9 STA. 15+67.77 SEWER c, Z a / t n, �' /� / STA. 16+21.77 SEWER EXIST. PROPERTY LINE o F- X" " N60'59 43 E 26.25 & OF CONSTRUCTION " ;` t i`j ��' ,� �v! t CONSTRUCT 4 LATERAL _i 12 S89n312" E 13 14 15 - L—N0. 6, SEE SHEET 2 -- -- -- -- -- -- -- -- {--- -- ---I--- -- -- ---I--- -� , �s /1 i / 1 S89'03'12"E 72.21' s " a S89'03'12" 272.22' - s i S6gS5722t l �� /' �', CONSTRUCT 4" LATERAL SO'56 48 W 10.00 _ �� ? / - --------------- ----'f---------------------------"-------------------------------------------------- 0 ' NO. 5, SEE SHEET 2 l INSTALL 8 SEWER - � W00 �y ; 20' WIDE SEWER EASEMENT TO CITY o o O p a. Y N "' w / t , CONSTRUCT MH N0. 4 w-2 Z b a 3 OF BAKERSFIELD, DOCUMENT NO. z Cl o :X N w PARCEL 5 ^ STA. 16+39.77 SEWER 9 C I TY OF 0214009191, O.R. 1/27/2014 N `� 3a' �'f `V� • ; n = PM 10717 PH. 2 BAKERSFIELD _j �«� � 184-160-39 � o�;l�'`J / 22' 29, 11 / a+ �^ l %lI t Vt Z� t f ~ l 8 CONSTRUCT 8" SEWER, X hX . / /�� %\/ % to i SEE SHEET 2 LLJ to `n W SEE SHEET 2 �07 N 3 wEXISTING UTILITY TRENCH: 01 GAS, ELECTRIC, TV, & TELEPHONE VERIFY LOCATIC+N AND DEPTH REFER TO LEGEND, SHEET 1 l � � � II I �Uml II I II I I I imI I n O n Z O F= Q 1 co M O M � -ofzs co Z O j ►= •i w w > p O� wN Z rn O� W W cn Z EXIST. GRADE U tG 4 fn W W SEE SHEET 4,_ o s I� ;< o N I Lj F— +t- WW2 a,.C4, N cn N cQ O > J x a a a ��� Z Q N U N 348 a W a. ] y >: I 20' WIDE SEWER EASEMENT TO CITY - OF BAKERSFIELD, DOCUMENT NO. 0214058255, O.R. 5/23/2014 CONSTRUCT MH NO. 10 STA. 9+90.01, 2.94RT. E -W = �lJ STA. 9+97.09, 10.001-T. N -S S44'07'51"E 10.00'--' COUNTY OF KERN CAL HORIZONTAL: 1"=40' VERTICAL, f-_4' 20 0 40 80 40 10 a w a 2 � 00 N Q 3 V Lt-' eC � pE x O a. °O o END BORE & JACK w SEC. 1 z a STA. 15+79.77 SEWER v c* R SEE SHEET 2 T. 1 S. R . 2 7 E . EXIST. 36" STORM DRAIN�, j 3 „ PARCEL 4 c STA. 15+73t , % tc x oz + PM 10717 PH. 1 W- CONSTRUCT MH NO. 5 04 184-160- 44 v Q t/ BEGIN BORE & JACK M 9 STA. 15+67.77 SEWER c, Z a / t n, �' /� / STA. 16+21.77 SEWER EXIST. PROPERTY LINE o F- X" " N60'59 43 E 26.25 & OF CONSTRUCTION " ;` t i`j ��' ,� �v! t CONSTRUCT 4 LATERAL _i 12 S89n312" E 13 14 15 - L—N0. 6, SEE SHEET 2 -- -- -- -- -- -- -- -- {--- -- ---I--- -- -- ---I--- -� , �s /1 i / 1 S89'03'12"E 72.21' s " a S89'03'12" 272.22' - s i S6gS5722t l �� /' �', CONSTRUCT 4" LATERAL SO'56 48 W 10.00 _ �� ? / - --------------- ----'f---------------------------"-------------------------------------------------- 0 ' NO. 5, SEE SHEET 2 l INSTALL 8 SEWER - � W00 �y ; 20' WIDE SEWER EASEMENT TO CITY o o O p a. Y N "' w / t , CONSTRUCT MH N0. 4 w-2 Z b a 3 OF BAKERSFIELD, DOCUMENT NO. z Cl o :X N w PARCEL 5 ^ STA. 16+39.77 SEWER 9 C I TY OF 0214009191, O.R. 1/27/2014 N `� 3a' �'f `V� • ; n = PM 10717 PH. 2 BAKERSFIELD _j �«� � 184-160-39 � o�;l�'`J / 22' 29, 11 / a+ �^ l %lI t Vt Z� t f ~ l 8 CONSTRUCT 8" SEWER, X hX . / /�� %\/ % to i SEE SHEET 2 LLJ to `n W SEE SHEET 2 �07 N 3 wEXISTING UTILITY TRENCH: 01 GAS, ELECTRIC, TV, & TELEPHONE VERIFY LOCATIC+N AND DEPTH REFER TO LEGEND, SHEET 1 l � � � II I �Uml II I II I I I imI I 346 344 342 340 338 336 CONSTRUCT 10 00 LF 334 m n O n Z O F= Q 1 co M O M � -ofzs co T�� 6 O j ►= •i w w > ---------------- --;en -------------------------- !ti wN M n Z J W W cn Z EXIST. GRADE U tG 4 fn W W OVER SFWFR M C'JI I� z o N o F— +t- WW2 + N ------- N cQ O > J x a a a ��� Z Q N U N 348 a W a. 346 344 342 340 338 336 CONSTRUCT 10 00 LF 334 m O o� �c cn Z O F= Q 1 co n Z i 0 STA. 23+20.84 N CENTER SECTION 36, T.30S., 2287654.54 N E . MID -UNE SECTION 36, R27E., M.D.B.M. FOUND BRASS 6254198.06 E- T.30S., R.27E. & McKEE ROAD CAP IN CONCRETE MONUMENT. - - - - - - - PROJECT DATUM ELEV. = 350.76 w co uj _ rr d N Ll.l t(iJ Lin W uj > W 0 .- U Lo a w z Ln 15' � (" zO amo Cr F- °O a oo rn cn 0) EXIST. 4 FORCE MAINc\j co tz O TO BE REMOVED �1"': I a w a m ,J zwt- cW W W N CONSTRUCT 12" ' C SEWER, SEE SHEET 7 ; o Z MODIFY EXIST. SEWER � LIFT STATION & 'mo FORCE MAIN, SEE SIDE PLAN SHEET 8 0 toI� -38'48'51"W 22.99' n V�2 CONSTRUCT MH NO. 32 {' z �x - - - "BEGIN BORE STA. 10+14.79, 41.46LT. E -W = �+,, �r --- CONSTRUCT MH NO. 30 W-2 C.3 STA. 10+41.39, 15.00RT. HUGHES STA. 10+21.17, 100.11kl 9 HUGHES LN. o STA. 10+00.00 E = o \ ,- STA. 10+00.00 N ' i �NO'53'29"E 31.67' -EXIST. RETENTION BASIN SITE- w a 2286333.77 N 62541�11I y -' -D EXIST. 3Q p c 12 13 20' WIDE SEWER EASEMENT TO CITY OF BAKERSFIELD, DOCUMENT NO. 0214073658, O.R. 6/27/2014 W 31: O Z�QO M a jj C-4 >; Z M M �x M! tc0 W C5 W Z +MMn m� Lu LH zin c� z N...J_.IJ (nWwW W O WU \ � x I 350 348 346 344 342 340 338 336 334 332 330 328 326 N 'o w' N M � W Z w Op U � + O .. �- mW cp V) uj (W N 0 M } Lu w _ -1 co s_...._._.,_.... S$9'06 31 E_s230.36' s ____ ______ _________________ _. w x x U EXIST. 30" S.D. _ -------------- I o (A STA. 11+00±, 9LT.± E -W = w z I M _ STA. 10+08±, 100RT± N -S w d CONSTRUCT MH NO. 29 & 8" STUB 5' T W- �' v I re) w 76 z STA. 11+00.00, 10.00RT. E -W =9OR L' I I zb :a 00 m STA. 9+89.50, 99.95RT. HUGHES LN. cn C1 o PARCEL A 20' WIDE SEWER EASEMENT TO CITY - w c� "' z r o `"� LLA 31-96 OF BAKERSFIELD, DOCUMENT NO. u' - o =•' '`' 0214142708, O.R. 11/18/2014 Wz n c3 � oi 00 o� 514-060-12 SCALES 1� �' o o HORIZONTAL 1"=40' o C) Ad V) r r vi z a d VERTICAL: 1"=4' PEAN pw Orf �" � z U (n V) 20 0 40 80 3 � rn T 40 10 � O ^ a M M 00 N O z O 3 W O C5 W Z z � F S p�� Z U Z m j j OQ N F- •d co n M N M N 352 + IE O_MM Z�jj W 350 350 © V) w w 348 348 LU 346 346 344 344 1342 342 1340 340 1338 338 i 336 336 334 334 332 332 330 330 0 328 326 CD 00 ~ N CD O O CS z 6 REFER TO LEGEND, SHEET 1 SEC. 36 T.30S., R.27E. W� M N p N O N p N p N�C> CD 1-.: k Oo Yop QZMN1. C1 o LOT 79 ^'CITY OF ZbN _ _ a = _ = s TRACT MAP NO. 6362 k �� N �M o � PHASE 1 BAKERSFIELD� a CITY OF vto wv00 Ofv� �� 514-740-01 �+ H+ oma+ +m F 05 coSTA. 19+91.00 E -W + + �fr: c STA. 23+21.34 N -S NBAKERSFIELD zoz EXIST. PROPERTY LINE + C) I.- zoI-- Wa O o fQ 2286318.36 N z d a U u' w U N m v N v� & OF CONSTRUCTION 0� N 6255175.05 E 14 $8910 '31 "E 991.00" 15 16 17 18 19 20 I - - = ty7Y r • F�I�- E( I ..e..��. % -1 -F- - - • S8 31 "E 230.35' s r \ ` 0 89'06'31 "E 298.28' • �� / ! � • ---s • _,__�5 s s N44"1V01"W 10.00' - --- -- -------------------------------------------- s�• �- ����`�A� r-__------------------ -------------------------- ------------------------- CONSTRUCT 12" SEWER ,�32 s, ��'���� `' y5h�g�d; 10' N w O ,. ." .. w LOT 1 PARCEL B (n Q � w L, N C O U N TY n �____-_ X589 06 31 E 79.83 cn LLA 31-96 b (n --- . �__--��� -� --- ------ a W N C 0 U N TY w LLA 120-Q5 0, rn I 3 514-060-11 OF KERN^'w\�\�9�s� i aW 514-Q60-10 �F KERNN co i �z \9 R �� <t 20' WIDE SEWER EASEMENT TO CITY z� z F'44 o 0 WORK TO BE COMPLETED UNDER OF BAKERLD,O.R. 8/07/2013 ESEE SHEET 5 z 0213112087, KDWD ENCROACHMENT PERMIT M p N IYUCHHERCE TO � R = o 0 fK N N O wH U (1) (n M O W N� ^ a 348 00 N M z O 3 W O �� C7 (n Z o M r7 - --- ---- M W _ _--- Z U Z m j j OQ N h N ►� to M N M N N7 hqto W T p�ZZ j j N j j j 1 O Lo O O� O J O J pi�O O� C O CV !t (n dM�t to U m Cl Z W z w Z W z W Z W I O_MM 2p' (; ±MMS t� n ;� Nd 340 F Z QWW E- Z 00 QLo WWW U I- M U O U O 10 �� � a U U 338 Gi 1.FAN R L STANDARD NOTES SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT PERFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, OR FITTINGS WITH A JOINT DAMAGES OR FLATTENED WILL CAUSE THAT PIPE OR FITTING CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT, AND SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE TO BE REJECTED. SUPERVISION NECESSARY TO COMPLETE INSTALLATION. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF PIPE LAYING NO PIPE SHALL BE LAID UNTiL THE ENGINEER INSPECTS AND APPROVES UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT CONSTRUCTION. TELEPHONE 1-800-277-2600. CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REGISTERED CIViL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE CONTRACTOR TO CALL FOR USA TO LOCATE AND POTHOLE ALL MARKED UTILITIES THAT LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS CROSS OR ARE WITHIN 15' HORIZONTAL DISTANCE OF SEWER LINES. VERTICAL AND PROHIBITED ON THIS PROJECT. DIRECTED BY THE ENGINEER. PPE LAYING SHALL PROCEED WITH EACH PIECE LAID HORIZONTAL LOCA11 DNS SHA LLEA B ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY TRUE TO LINE AND GRADE, AND IN SUCH MANNER AS TO FORM A CLOSE CONCENTRIC EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY NOTHING iN THiS REQUIREMENT, OR WITHIN SECTION 6422 OF THE LABOR CODE, SHALL JOINT NTH THE ADJOINING PiPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN 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 ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES iS DEEMED DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A 7. !BENCH BACKT;;LL CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TiMES WHEN WORK iS UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR iTS REPAIR. NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTING SHALL BE CLOSED. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES 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 THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT THOROUGHLY RESEARCHED AND LOCATED BY THE CONTRACTOR PRIOR TO TRENCHING. PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE BY CONTRACTOR 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 PRIOR TO TRENCHING. THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE CLASS THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. i, II OR CLASS III AS GROUPED BY ASTM D-2321. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED BY BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED SPECIAL CASTINGS NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE THE CONTRACTOR. 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 ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED, OR UNDERCUT SHALL BE ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -12, BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS OR INCORRECTLY CUT. EXCEPT AS NOTED ON PLANS. AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND 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 2. PVC GRAVITY SEWER PIPE 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 MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS ASTM 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 SPECIFICATIONS D-3034 AND SDR35. PIPE AND FITTINGS SHALL BEE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER ABOVE THE PIPE ZONE WILL BE ALLOWED. BALLED TO REMOVE ANY DIRT OR FOREIGN MATERIAL WHICH WOULD CLOG PUMPS, EQUIPMENT, ETC. INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM JOINTS: USE ONLY ELAS70MERfC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE DISPOSAL OF THE CONTRACTOR. BEING FLUSHED INTO AN EXISTING STORM SEWER LINE. IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PiPE „ SEWER LATERALS SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD. ACHIEVING FIRM BEDDING BELOW PIPE SPRING CONTRACTOR SHALL PROVIDE FIRM CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. „ EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED BEDDING SUPPORT FOR THE PIPE BELOW THE SPRINGLiNE. FIRM BEDDING MEANS THAT TO AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION R MATERIAL SPECIFIED PREVIOUSLY IN THE INSTALLATION: PIPE AND FITTINGS 5HOULI? BE INSTALLED IN ACCORDANCE WITH ASTM THE PIPE MUST REST ON THE GRANULACOUPLINGS MAY BE UTILIZED FOR CONNECTING THE EXISTING LATERALS. POSITIVE GRADE D-2321. ONLY CLASS 1 OR l! EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. SPECIFICATIONS. TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON 3. DUCTILE IRON PIPE 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. MATERIALS: DUCTILE IRON PIPE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS 9 TESTING REVISION OF ANSI/AWWA C150/A21.50 FOR A MINIMUM 150 PSI RATED WORKING AND COUPLINGS SHALL BE AVOIDED. PRESSURE PLUS A 100 PSI SURGE ALLOWANCE. A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN CONTRACTOR SHALL SHOVEL -SPLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, ACCORDANCE WITH THE CiTY OF BAKERSFIELD SUBDIVISION MANUAL AND THE AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. DUCTILE IRON PIPE SHALL BE MANUFACTURED iN ACCORDANCE WITH THE LATEST RECOMMENDATIONS OF THE MANUFACTURER. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT REVISION OF ANSI/AWWA C151/A21.51. EACH PIPE SHALL BE SUBJECTED TOA UP TO THE QUARTER POINT OF THE PPE. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED HYDROSTATIC PRESSURE TEST OF AT LEAST 500 PS! AT THE POINT OF MANUFACTURE. INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY USED THE CLASS OR NOMINAL THICKNESS, NET WEIGHT WITHOUT LINING, AND CASTING PERIOD ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360*. IN SHALL BE CLEARLY MARKED ON EACH LENGTH OF PIPE. ADDITIONALLY, THE IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PiPE, AS REQUIRED. THE MANUFACTURER'S MARK, COUNTRY WHERE CAST, YEAR IN WHICH THE PIPE WAS AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE ViDEO INSPECTION SHALL BE WITNESSED BY THE CiTY'S CONSTRUCTION INSPECTOR, WHO PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH„ PRODUCED, THE LETTERS "DI", AND "WASTE WATER" SHALL BE CAST OR STAMPED ON 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 THE PIPE. 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 JOINTS: ALL PIPE SHALL BE FURNISHED WITH PUSH -ON TYPE JOINTS,. JOINTS SHALL BE COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION „CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, IN ACCORDANCE WITH ANSI/AWWA C111/A21.11, OF LATEST REVISION, AND BE OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) FURNISHED COMPLETE WITH ALL NECESSARY ACCESSORIES. RESUL11NG 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 FIELD WELDING: ALL PROCEDURES SHALL MEET AWWA C-206. VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE LININGS. DUCTILE IRON PIPE SHALL BE PROVIDED A STANDARD ASPHALTIC EXTERIOR 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 COATING IN CONFORMANCE WITH ANSI/AWWA C110/A21.10. 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 IF A DUCTILE IRON PIPE IS INSTALLED IN A POTENTIALLY CORROSIVE SOIL 'ENVIRONMENT, TAMPING AND/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE THEN PiPE SHALL BE POLYETHYLENE ENCASED PER ANSI/AWWA C105/A21.5. ENGINEER. ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, 'EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY UNE WITH 30" OF COVER AT FLOW UNE. 4. PVC. SEWER FQ,RCEMAIN WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL SURFACE MARKERS FOR SEWER LATERALS SMALL BE INSTALLED AT THE PROPERTY UNE MATERIALS: PVC PiPE SHALL BE MANUFACTURED FOR USE iN WATER SYSTEMS EXCEPT MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN 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. THAT THE COLOR OF PIPE SHALL BE OTHER THAN BLUE AND SHALL BE DESIGNATED AS ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. / CLASS 150 (DR18) OR CLASS 200 (DR14), AND SHALL COMPLY WITH AWWA C900 LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT SPECIFICATIONS FOR 12" AND LESS, AND AWWA C905 FOR PIPE 14" TO 36" IN COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF PROPERTY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. DIAMETER. OUTSIDE DIAMETER OF PVC PIPE SHALL BE EQUIVALENT TO CAST IRON PIPE. FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVEWHERE THE TRENCH IS WITHIN THE PAVEMENT ON 11. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT JOIN PYC PIPE SHALL HAV£ FL . ASTOMERIC GASKET JOINTS, EITHER GASKET BELL AND WELDED. SPIGOT TYPE OR PLAiN END WITH GASKET COUPLING TYPE. EXISTING STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY-FIVE PERCENT (9530 12. MANHOLES AND CLEANOUTS FITTINGS: SPECIALS AND FITTINGS SHALL BE DUCTILE IRON CONFORMING TO AWWA RELATIVE COMPACTION. SPECIFICATION 0100, CLASS D, EXCEPT THAT FITTING SHALL HAVE ALL BELL ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CONNECTIONS OF STANDARD AWWA DIMENSIONS OR SPECIAL DIMENSIONS AS REQUIRED, SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM BAKERSFIELD STANDARD DRAWINGS SW -2, SW -3, AND SW -6 AND SECTIONS 70-1.02H OR FITTINGS SHALL BE EQUIPPED WITH ADAPTERS OF THE PROPER CLASS FOR THE SIZE STONES OR LUMPS EXCEEDING THREE (3) INCHES iN GREATEST DIMENSIONS, VEGETABLE OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF OF PIPE, AS RECOMMENDED BY THE PIPE MANUFACTURER, OR EQUAL. PROTECTIVE MATTER, OR OTHER UNSATISFACTORY MATERIALS. TRANSPORTATION, MAY 2006 EDITION. ALL NON -PRESSURIZED CLEANOUTS SHALL BE COATING SHALL BE IN ACCORDANCE LITH ITEM 3 ABOVE AND OF THESE SPECIFICATIONS. CONSTRUCTED IN ACCORDANCE NTH THE CiTY OF BAKERSFIELD STANDARD DRAWING IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE SW -5. PRESSURIZED CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN LANDSCAPED PLANS AND DRAWING DETAILS. 5. TRENCH EXCAVATION AREAS. ALL MANHOLES SHALL BE TYPE "A". THE BOTTOM MANHOLE BARREL AT THE MANHOLE THE EXCAVATION OF TRENCHES FOR PIPING LAID iN THE GROUND SHALL BE IN BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON A KENT -SEAL IN A OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. COMPAC11ON SHALL BE IN ACCORDANCE WITH SECTION 6-3, TESTING, AND SEC11ON 19, GROOVED FOUNDATION. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON CITY OF BAKERSFIELD STANDARD EARTHWORK, OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT ST -13 FOR PROPER PIPE INSTALLATION. OF PUBLIC WORKS, DIVISION OF HIGHWAYS. MANHOLE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SHALL MEET THE STRENGTH REQUIREMENTS OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE BE SET ON A BEi? OF PORTLAND CEMENT GROUT OR KENT -SEAL TO MAKE A PROVIDING UNIFORM BEARING OF AT LEAST SIXTY PERCENT (607.) OF THE PIPE I.D. IT COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-13. WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON 1HE INSIDE, AND SHALL BE SET IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FiRM, UNIFORM BEARING FOR RELATIVE COMPACTION SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR PLUMB. THE PIPE. 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND MANHOLES SHALL BE LINED WITH A PVC LINING SYSTEM APPROVED BY THE ENGINEER WHEN ADDITIONAL GRAVEL, CRUSHED ROCK, OR IMPORTED BACKFILL MATERIAL IS EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. WHERE ANY SEWER FORCEMAiN DISCHARGES INTO A MANHOLE. REQUIRED TO STABILIZE A SOFT, WET, OR SPONGY FOUNDATION, SUCH GRAVEL, CRUSHED ROCK, OR IMPORTED BACKFILL MATERIAL SHALL BE FURNISHED AT THE IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE 13. MED.IJACKED PIPE CONTRACTOR'S EXPENSE. SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATE=D AND RE -COMPACTED. 6. BRACING AND $ROBING THE INITIAL COMPACTION TEST AND ONE RETEST, FOR EACH LOCATION, AND ANY BORED/JACKD PIPE SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING SW -8. SUBSEQUENT TESTS WILL BE PAID FOR BY THE CONTRACTOR. EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND CASING SHALL BE INSTALLED SO AS TO PREVENT FORMATION OF WATERWAYS REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR 8. SEWER PIPE INSTALLATION UNDERGROUND. iT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING SEWER PIPE SHALL CONFORM TO THE PLANS AND THESE SPECIFICATIONS. THE PRICE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE PER LINEAR FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING, AND SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE BACKFILL ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. HANDLING OF MATERIALS ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE: THE LEVEL CAREFULLY HANDLED AT ALL TiMES. ONLY SUITABLE AND PROPER EQUIPMENT AND OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. OF THE BACKFILL AT ALL TIMES. APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS. SPECIAL CARE SHALL BE EXERCISED SO THAT THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. CASING SHALL BE INSTALLED FOR ALL ADDITIONAL ALLOWANCE WILL BE MADE THEREFOR. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, 14. CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE PLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL PIPE LAID WITHIN THE JACKING PIT AREA, BUT NOT WITHIN THE CASING OR 15. STRUCTURES, SHALL BE CRADLED WITH CONCRETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TiMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT iN DANGEROUS OR UNREASONABLE SLOUGHING OF EACH MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOiL AND ROADWAY ABOVE, THE CONTRACTOR 16. SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED 17. c zwl r 0o ZW 0 Cl 0 r- L 0o M me' oD PLAN OF PROCEEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ANY AND ALL EXPENSES THEREFOR WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFOR. MINOR STRUCTURES AND MISCELLANEOUS CONCRETE PORTLAND CEMENT CONCRETE CURBS, MEDIAN CURBS, SIDEWALKS, WHEELCHAIR RAMPS, CROSS DRAINS, DRIVE APPROACHES, DRIVEWAYS AND MISCELLANEOUS CONSTRUCTION SHALL CONFORM TO THE PROVISIONS IN SEC11ON 73, "CONCRETE CURBS AND SIDEWALK", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. CONCRETE CURBS, MEDIAN CURBS, CURB AND GUTTER MAY BE CONSTRUCTED BY THE FIXED FORM METHOD OR BY EXTRUSION OR SLIP FORMING. HOWEVER, IT IS REQUIRED TO USE EQUIPMENT WHICH iS CONTROLLED AUTOMATICALLY FOR ALIGNMENT, GRADE, AND CROSS SLOPE BY SENSING FROM PRESET STRING LINES FOR CONSTRUCTION USING THE EXTRUSION OR SUP FORM METHODS. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RiGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. ENCROACHMENT INTO KERN COUNTY ROAD RIGHT-OF-WAY IS ALLOWED UNDER AN ENCROACHMENT PERMIT FILED ON BEHALF OF THE CiTY OF BAKERSFIELD. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH BY KERN COUNTY UNDER THEIR PURVIEW. ENCROACHMENT INTO STATE OF CALIFORNIA ROAD RIGHT-OF-WAY IS ALLOWED UNDER AN ENCROACHMENT PERMIT FILED ON BEHALF OF THE CITY OF BAKERSFIELD. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH BY THE STATE OF CALIFORNIA UNDER THEIR PURVIEW. w 0 x x J CD Lo + � o z �¢ �`- 0) ,a o CENTER SECTION 36, T.30S., R27E., N -S MID -LINE SECTION 36, !¢- Fa- N N cn �' v' N M.D.B.M. FOUND BRASS CAP iN HUGHES LANE, & CONSTRUCTION "' "' `�' I CONCRETE MONUMENT. p ND'36'1D"E x=11 S -- __._�,�. 130.84' PROJECT DATUM ELEV. = 350.76 20' WIDE SEWER EASEMENT TO CiTY - - - - - - - - I-- OF BAKERSFIELD, DOCUMENT NO. _ L bxIST_ 0" S.D.- �n N44'31'23"W STA. 23+20.84 N 0214073658, O.R. 6/27/2014 I 2287654.54 N 20' SEWER i 1 3610 ? 103.54 2 i z 6254198.06 E EASEMENT i \ , S EXI-"'-" S sEwR E -" S "'� 0 c� COUNTY OF KERN SCALES HORIZONTAL: 1"=40* VERTICAL. 1"=4! 20 0 40 80 40 10 I 348 346 344 342 340 338 _ - t=o FUTURE R/W 8 c a w BAKE SFI'ELD o hN I �C-3i SEE SHEET 6 W M ccom Hue= LNO 5 Q o x Z U cr CDQco o ._1 W o' b� -1W zi ►= LUH N U = a x w 0 x x J CD Lo + � o z �¢ �`- 0) ,a o CENTER SECTION 36, T.30S., R27E., N -S MID -LINE SECTION 36, !¢- Fa- N N cn �' v' N M.D.B.M. FOUND BRASS CAP iN HUGHES LANE, & CONSTRUCTION "' "' `�' I CONCRETE MONUMENT. p ND'36'1D"E x=11 S -- __._�,�. 130.84' PROJECT DATUM ELEV. = 350.76 20' WIDE SEWER EASEMENT TO CiTY - - - - - - - - I-- OF BAKERSFIELD, DOCUMENT NO. _ L bxIST_ 0" S.D.- �n N44'31'23"W STA. 23+20.84 N 0214073658, O.R. 6/27/2014 I 2287654.54 N 20' SEWER i 1 3610 ? 103.54 2 i z 6254198.06 E EASEMENT i \ , S EXI-"'-" S sEwR E -" S "'� 0 c� COUNTY OF KERN SCALES HORIZONTAL: 1"=40* VERTICAL. 1"=4! 20 0 40 80 40 10 I 348 346 344 342 340 338 _ - t=o FUTURE R/W 8 c a w BAKE SFI'ELD o hN I �C-3i SEE SHEET 6 W M ccom Hue= LNO 5 344 REFER TO LEGEND, SHEET 1 342 340 CONSTRUCT 29.63 LF (TRUE LENGTH) OF 12" SDR35 PVC SEWER ?cT: 336 III 111I 1 Efuc= ISEWER RECORD DRAWING CERTIFICATION 19 7 CITY RECORDS NO.: .84 N / o x Z co CDQco - c- a a) a !>Z Q m N X W p un N CD 4- ttn -4- (� +;cy) U)00 . � W U cpm LL c_ 0 ® �(o W 0 06 0 0 .c T !� J o ;¢ J J tnwW TU(nW W C) 348 344 REFER TO LEGEND, SHEET 1 342 340 CONSTRUCT 29.63 LF (TRUE LENGTH) OF 12" SDR35 PVC SEWER ?cT: 336 III 111I 1 Efuc= ISEWER RECORD DRAWING CERTIFICATION 19 7 CITY RECORDS NO.: .84 N Lc: 2m co CDQco - c- a a) a !>Z Q m W W z O vJ 06 (� +;cy) U)00 . � W U cpm LL c_ 0 ® �(o W 0 06 0 0 .c T >W z W C) w ,- W O T 0 D -all * A 344 REFER TO LEGEND, SHEET 1 342 340 CONSTRUCT 29.63 LF (TRUE LENGTH) OF 12" SDR35 PVC SEWER ?cT: 336 III 111I 1 Efuc= ISEWER RECORD DRAWING CERTIFICATION 19 7 CITY RECORDS NO.: .84 N 4' m a r 00 N W a 0 co V CC to �o o f � U w � r m o. O Q LL Lc: 2m co CDQco - c- a a) a !>Z Q m W W z O vJ 06 (� +;cy) U)00 . � W U cpm LL c_ 0 ® �(o W 0 06 0 0 .c T 4' m a r 00 N W a 0 co V CC to �o o f � U w � r m o. O Q LL SHEET NO. T OF 10 z W 2 >z !>Z Q W z O vJ 06 � W Q LL --1 W 0 06 Lr >W z W C) w ,- W O T 0 D SHEET NO. T OF 10 EXIST. FENCE rER x x x x x xxx x x x x @ ytiR tib , CA SEWER LIFT STATION 72„ DIA. WET WELL `� =i ® °' INSTALL NEW 10" INFLUENT LINE X co g r t �. EXIST. VALVE VAULT AND CONSTRUCT PRESSURE I EXIST. LIFT STATION STA. 10+38.93, 85.51RT. HUGHES LN. --,I`-- f FITTINGS TO REMAIN AS IS CLEANOUT AND PUMP l CONCRETE PAD °D °O v l x END BORE & CONNECT TO EXIST. >f ,, CONNECTION EXIST. ODOR SEWER LIFT STATION WET WELL l�`yz42' _\�\ ��%<.�,t__�--- - - -- -----_ D -a�^�� ON (T __ -------------- SEE DETAIL CONTROL UN � e -� --. a . A 4 4- . --, _ STA. 10+36.81 84.62RT. HUGHES IN . .� � - - _ �'1 -- FLOW " f ' d .. �..� • 8 " / _ = _ _ _ ! _ �- EXIST. 8 SEWER _ -1 i X o EXIST. 72"0 WET WELL ''' ° , 4' , a.a __� ____ ______ ' ' - -_ ' 0 �d� l _ ;` I _______ @•_____ y,+ ® '_- _-_-=_ _ _ _ i r ! <" SEXIST. CONTROL PANEL. 2 r �`� 4 . i NOTE: REMOVE EXIST. 4" WYES AND -CHANGE DOOR TO 3 POINT LATCHLLJ -CHANGE OUT HEATER OVERLOAD CLEANOUT AND REMOVE 4" FORCE MAIN INSTALL PLUG VALVE WITH ! 1 r ®� . 1 (4 . l FOR MOTOR STARTERS I I 4 . 1 e� AND FITTINGS DOWN STREAM OF WYES. VALVE BOX TO SURFACE m (! ��+•:,�!! III I _�`'� I I_ --�`d� - -�.t=---ii1�.ati --- li' i : 4n' i - m -i__---t , - - - - - ._ - - - - - - - - - - - - - 0 EXIST. ELECTRICAL SERVICE-�--T Ur y4 -- FLOW---------- --- EXIST. 72"SQR. N 1 F= VALVE VAULT BORE LAST RUN TO LIFE STATION, CASING NOT REQUIRED0M .0 t� B F SDR 3 VCT t- - - -J �, " .. _ _ _ O 0 / S p 1?" EXIST. 4" DUCTILE BEGIN BORE & 4 EXIST. 4 DUCTILE "�' BF SCF �yC SF IRON FORCE MAINS II I �, CONSTRUCT MH N0. 34 w- X , � , , .. I r I IRON FORCE MAINS { 'pF � R TO REMAIN AS -1S if GI oo / �� STA. 10+21.17 t00.11RT. 9 u' ,�j� I I ! // ! 1 e 1 1- I X10 9/�y t x rn ,.... . 1 I TO REMAIN AS -1S �` �r �= 1 „ i, HUGHES LN. '" C Y OF ``' ,_- �!!0 1 FLOW CONSTRUCT THRUST B A I \ E R S F I E L D ^' ---y---l---�-- �,'<----- _ CP '_'" ----- I �-__ �� __a --FLOW CO NO. ? D rs I __ ___--- a / ro� BLOCK, TYP. 6*x4* t " " U co Q� f i ° i i 1 =. 1 �' C L NEW MANHOLE N0. 31 6x4 WYE 6x4 WYE � EXISTING METER T- / 1 t, I l SEE DETAIL sw-1 •' % 1 _' I t a EXIST. 45' ELBOW AND a l 10 �� N, STA. 10+18.50±., 69.47RT.± # AND POWER POLE co - - - -- - __ - ' t� ADAPTER 1 '-` i HUGHES LN. u ' TER TO REMAIN TYP. � ' _ i ' ' .-`�-.-..�--�A- d.- �./✓ INSTALL DUCTILE IRON FLANGE TO ��--------------------------- w- ---_-- - W as PVC BELL END ADAPTOR TYP. _ _ _ _- _ LL 6x4 DUCTILE o�, "---------------- ------------------------------------- - m 1 ( -� T IRON WYE, 2 REQ INSTALL 6 PVC C900 FORCE MAIN i i i CONSTRUCT .� REMOVE EXISTING PUMPS & INSTALL NEW WEMCO t�'r�f �'"%�/' `` - `-`-� _\ EXIST. 34" " D4K-LT PUMPS BY WEIR SPECIALTY PUMPS. _ STORM DRAIN N°� 12 SEWER W o I EXIST. 14' GATE - - _ ( INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SEE DETAIL C `� OH- - - -OH- - - -0H --- ( x x x x x x x x x EXIST. PRE -ROTATION BASINS TO REMAIN. 8 ; s1 -Y ��---- �- c, - - ,..T., �; ,_.,_.��. _ c, +n o ( / `� CONS iRUCT MH N0. 29 (,� +; cC E EXIST. POWER POLE & 8" STUB 5' WEST W- m Co EXIST. 8" iNFULENT PLAN - EXIST LIFT STATION,/ ! 1 �t t ELBOW POINT DOINSTALL DUC11LE IWNN 90' SCALE 1"-1 ' EXIST. OVERHEAD i STA. 11+00.00, 10.00RT. E -W = 9 ,ti r nU N TY 0>" KERN ^) M EXIST. GUIDE RAIL BRACKET & CROSS ANGLE TO REMAIN AS -IS ELEV. 350.30 r---- -_ ___---f--------`� a I `\ :4 _L.__------__-- / 77 -ter---- is r 1 Iq t- I t i 1•. a t b t I.• - 1 I I � 14.1 I' 41 r a.1 1 1. .4 1 i I r t I 1 : 41 ( I L i1 1 -1 I 1 � 1' I w t a � c� i I t ld' •I r t -J I I 1 I I' d • 1 1 •.I CONTRACTOR SHALL PROTECT EXIST. 72" WET WELL AND a PVC LINING. ANY DAMAGE t 1 CAUSE BY THE CONTRACTOR SHALL BE REPAIRED AT THE l °{ IA •1 CONTRACTOR'S EXPENSE, , Ida I I t' I 1 c I 1 ° I t t I' el I 1 i 1 ' 1 la t t ••i /v� } t^1 INV. EXIST. 8" ELEV. 333.�/� l •�1 • I I •I 1.- I .4 V1 1 1 iR t 1• I ..' I 14'4 1 'ai 4• • qa ma REMOVE EXISTING PUMPS & INSTALL NEW WEMCO f D4K-LT PUMPS BY WEIR SPECIALTY PUMPS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EXIST. PRE -ROTATION BASINS TO REMAIN. NOTE: EXIST. DOOR HATCHES AND VENTILATION SYSTEM NOT SHOWN IN ALL VIEWS 7.8'± NEW EXIST. WET WELL AND VALVE VAULT DECK EXIST. GRADE --- --- r --------------- -- - -------------------------- '.4 ----- .O ( { T�'�T��/ ' ./�,�/ ,T� 7---------------7� III a 1 4 S I t --------------------------L___ I • ti� Ida. � \�• ; .i i• 'f 1 .I t• " I EXIST. 45' ELBOW AND c i r ADAPTER TO REMAIN, TYP. i. •- i � 4.i l•d- i EXIST. VALVE VAULT AND FITTINGS TO REMAIN AS IS � � l r. • t I 1 EXIST. 4" DUCTILE IRON FORCE MAINS TO REMAIN AS IS 1•�•1 t a •� 1- t --- Ira----- �--(iF..__In SII �rfll�_____+t-- :�� _--------- ------ _--r=-r----- i'a r I • �• l Ibdl F � I' t ----------------_ t i INSTALL 6"x4" DUCTILE d , a --� . -- - -Jtiq.. IRON WYE 2 REQ'D 4 a I I 1 • - 1 '•//.�/../o`r./,sir EXIST. 4" DISCHARGE PIPES TO REMAIN AS -IS I Fri I i i •i I I '%w Cl Cl _ C6%rVi`CA ACt /A //"'%'Ui► I I t EXIST. GUIDE RAILS X -J Y/V I/ r %.d'■�I. TO REMAIN AS -IS � I I I •�f/\ e t y� I i i . • tr;/�1�/� I I 1 4 I i i -•i/ 0 POWER UNE CROSSING STA. 9+89.50, 99.95RT. HUGHES LIN NCO 5 0 10 20 p r FLOW 10 2.5 o p -`j �CONSTRUCT PRESSURE PLAN � =SILO L= STAT13N CLEANOUT AND RUMP C+Tt�L`L��1TII�' PUMP VOLTAGE 208V 34> FLOW 420 GPM TOTAL DELIVERED HEAD (TDH) 30 FT BRAKE HP REQ'D 6 HP MIN SHUT-OFF TDH 70 FT MOTOR SIZE 6 HP MOTOR RPM 1755 RPM REQUIREMENTS* 4' SQR, x TWO (2) PUMPS EACH REQUIRED FOR CONSTRUCT THRUST TOTAL OUTPUT OF 800GPM. BLOCK, TYP. - WEMCO D4K-LS Weir Specialty PUMps I. 0Fv I 0-M-duIV, IdIVU I -.a %u F cyw wvwj r Irba Z1#111J. eye flow) MCSF i Head maximum, rated speed Rick 3esmok Head rise to shutoff 3010 Floyd Street, Burbank, CA 91504 (818) 562-5282 FAX (818)842-321' i Flow, best eff. point (REP) Flow ratio (rated i BEP) Speed ratio (rated ! max) Name: Sam Blue Phone: 661-836-9834 Head ratio (rates speed f max speed) Organization: Meyers Civil En ineerir i Cq/CtvCe IA 11Ht 9.6.7-2004) g $ Fa.66I-836-9761 ' Selection status 4 e a CL 2 a -W 360 azo 28-3 ado Zoo 160 123 so ao - n� m1A ua units : M USgpm :66.3 R :121.04 % 381 USglam 110.15 % :46,94 % 14.03 % 1.0011,0011.00 Acceptable- Msximurta allowable suction: pressure : N/A M I 7\ <d x .. VICTAULIC COUPLING AND PRESSURE CAP MANHOLE GRADE RINGS GRAVEL W"00 PuMp* w>r: .,01Vl0$yAc t a I subject: Tract 6362 addition of 10'717 Date:January 29, 2010 , , I I � Pages: 1 of 2 Z Z Dear Sant: I i a CUT OVERSIZE HOLE INTO EXIST. WET WELL. Good talkie with you. After reviewing S Y gall the data on this, it appears that the best choice is to It SEE DETAIL C change out the p�.1lrps to provide the new head and flow conditions. 6•• I 8 ■ "k The c;isting D4K-HS pumps with 4.1 lip, 1155 rpm motors would need to be changed. to D4K- L.T O O I I I pump with 6.0 hp, 1700 rpm motors. The panel should have Nema 1 starters in it which are ~ ------- ai gonad for up to 7.5 FP, so there would not be a lot to do electrically. The new pump would fit on 0 the same guide to easily be removed from the wetwell, so again we would only be replacing the MIN. 2" CLEAR CC FLOW INV. 12" ELEV. 330.20 pump and motor. Q o ..i " A budget pricing for just the pump and motor with 50' of motor lead would be approximately t- INSTALL NEW 12 INFLUENT LINE $14, 000.60 each. C-6 Cr W III - Cn ,.. _., `., i ..1 "''' The anticipated flow and head conditions out of this um would be closer to 420 ' pump Bpm at 30 tdh, ;:...CONNECT NEW PUMPS is there anything we can do to generate a small amount of addition friction loss to get this below TO EXIST. GUIDE -SHOES the 10 fps discharge velocity? I 4. �mi.4.a?{jxw 32 t 4 1 EXIST. PREROTATION Please let tiie know if you need an further information. �' - a r BASIN INV. ELEV. 327.22 4. _ Thank you, 4 a Flo-Systernslnc 4 a .'-- ------------� �.---.- Rick std mok SECTION rB SCALE: 1/2"=1' 8 4 e a CL 2 a -W 360 azo 28-3 ado Zoo 160 123 so ao - n� m1A ua units : M USgpm :66.3 R :121.04 % 381 USglam 110.15 % :46,94 % 14.03 % 1.0011,0011.00 Acceptable- Msximurta allowable suction: pressure : N/A M I 7\ <d x .. VICTAULIC COUPLING AND PRESSURE CAP MANHOLE GRADE RINGS GRAVEL W"00 PuMp* w>r: .,01Vl0$yAc too - ea 61 za 80 � so 40 30 20 i 10 300 400 SW 800 loo e 90) 1,000 MCC x.200 1.300 1,400 1603 1.00 1,100 •1.800 Xi Flaw - usgcm W&SpoClarcy Pumps Quote No. 105246 18 29 Jon 20101:34 Pia < 24"0 im d. be. 'da •e �� CLEAN-OUT NOTES: f1. CLEAN-OUT FRAME AND COVER SHALL BE A STANDARD MANHOLE COVER CONFORMING TO THE CITY OF BAKERSFIELD STANDARD SW -5. 2. 957. RELATIVE COMPACTION IS REQUIRED FOR ALL BACKFlLL WITHIN 24" OF THE RISER PIPE. r 3 6" D.I. 90' ELBOW I 3. UD (LABEL TO READ "CITY OF BAKERSFIELD PUBLIC 2 ca g 9 WORKS SEWER AS SHOWN ABOVE. Q W W • • Y �_J a1J m Q LL CONSTRUCT THRUST 1�. BLOCK TYP. SEE DETAIL IgPt ' 1a DETAIL - PRESSURE CLFANOUT AND PUMP CONNECTION UNKSEAL OR FERNCO WATERSTOP OR APPROVED EQUAL FLOW NEW 12" INFLUENT --J. � _ F -- 27 28 Z Z W W a O ■ V W O O _J ~ CORE DRILL THROUGH EXISTING WET WELL CONCRETE WALL, PROVIDE 0 MIN. 2" CLEAR CC CnZ Q o �j _� _-J t- 0 C-6 Cr W III - Cn - - NON -SHRINK GROUT LL too - ea 61 za 80 � so 40 30 20 i 10 300 400 SW 800 loo e 90) 1,000 MCC x.200 1.300 1,400 1603 1.00 1,100 •1.800 Xi Flaw - usgcm W&SpoClarcy Pumps Quote No. 105246 18 29 Jon 20101:34 Pia < 24"0 im d. be. 'da •e �� CLEAN-OUT NOTES: f1. CLEAN-OUT FRAME AND COVER SHALL BE A STANDARD MANHOLE COVER CONFORMING TO THE CITY OF BAKERSFIELD STANDARD SW -5. 2. 957. RELATIVE COMPACTION IS REQUIRED FOR ALL BACKFlLL WITHIN 24" OF THE RISER PIPE. r 3 6" D.I. 90' ELBOW I 3. UD (LABEL TO READ "CITY OF BAKERSFIELD PUBLIC 2 ca g 9 WORKS SEWER AS SHOWN ABOVE. Q W W • • Y �_J a1J m Q LL CONSTRUCT THRUST 1�. BLOCK TYP. SEE DETAIL IgPt ' 1a DETAIL - PRESSURE CLFANOUT AND PUMP CONNECTION UNKSEAL OR FERNCO WATERSTOP OR APPROVED EQUAL FLOW NEW 12" INFLUENT --J. � _ 4. T DETAIL - WALL WATERSTOP C g 2 X a: W RECORD DRAWING CERTIFICATION SHEET NO. 0 OF CI s' � � 1 O TY RECORDS NO F -- 27 28 Z Z W W a O V W O O _J ~ CORE DRILL THROUGH EXISTING WET WELL CONCRETE WALL, PROVIDE 0 MIN. 2" CLEAR CC CnZ Q o �j _� _-J t- 0 C-6 Cr W III - Cn - - NON -SHRINK GROUT LL 4. T DETAIL - WALL WATERSTOP C g 2 X a: W RECORD DRAWING CERTIFICATION SHEET NO. 0 OF CI s' � � 1 O TY RECORDS NO 27 28 29 30 RlONr—ray=wAY 0.2'x 03' x 2.0` W170D STAKE ` (5amrr x 100mm x of il!'AOID STAKE) 00" OR METAL STAKE ACa PTASLE ` 1.0 CAGB' 2.5' as0A/ Q-�--- U17UTY CANtitNTS ! IMS' (`a&n Am..) yr PLUG, SOI:VEIVI NI;Im OR RUMR CASKE7U CAP SEWER U RMAI 4.0 ANN. (1.2m MlArl NOTES; i STAMP "S- #00 CM FACE OYI W Src'NFR LATERAL. 2. DVS WE 5.0- (1.5m) MINal W COWR AAV 7.0` (2. lm) MAX/AKW COW? A r PROfWY UNE AND 5.3' (1, 6m) ANNrMUM Ar fLOMLfNE. J. LAYERALS LOCA ED SO NOr M COMIpt•1CT WIN UALiT" titeaiMtt: �w-iaa+r r STANDARD ouAwa xxr K Sm SEWER LATERAL MARKER "" a�warNDI SHM wa C" OF BAKEFOx D sw-1 r CA A-,, arty �wNaa Puwiia rrottats WARIW tr _ 2"f (467M) LO` (a3w} 2s2s- (a6lm) � las' (42liaa)� al3' (2tlam} �•-. +•-� - IA- Abl R6i2s" (15") 'lb lill;'i'loftaid Milo* I so 03 iv o aeanhdle r+aT � salsa, a dV4 low hdws of A ' t so w a0 - bell ii ksi* of at sail shape Shehr k hmdaioa draawet betwNen 40` 0►is ea* of br bdin of Pon (Lan) _ i Nwo f t • � S� t kmnft aid + setters ha me** ae of i w am chat&, oe wt 4(pjoe afmr a be t i rwwawd &Www ,eon and i k t tx— �� f Me brdsaa shat be a `�./�� pbtereat smoothth NiBr PLAN A T SURFACE MO PLAN AT BOTTOM R�ttS' P.CG "sot to be pawed snit Pmft is in Am Slab od Bd (1 )to be aIV to am- pfi m llo saws} bailor sew bed pe4v loolk : av Mix t3l�na) �,.... {anti 0 1.:1 40' a h 14 Is TNOTES: t 40 ft*,*Wt h r% : 21 ilA/ta, w: NCS.• L A/ wear* Steil a fson to ft *$I AI sdcbarrA of* Ay prated � ert6ibd SEaiaiard Spedlaobows; Stile of •'a".•'f i ♦ 1 •-♦ f4 W/RH trr •'� •: •: • sed or 49e►� bleat araelir epi ,rids of maahales �::: first be firtawd std aeeBy rated w � an bb 40' (MOM)a0' .,.4 {� Phe c w! >rairfarad ataahak sedriaAs shd be awsbacted + In ae+0andawc+e woe ft MA iows of ASN C-44 . awrent #Okra. tow. MUNN& SMF-7ticv 4 At No ma,habat br swww lines bw that le ppm) = # ataenalea, seed to Beed esti►+ 7-loserar wow acrd .'� INSIDE DROP a am* pod shat to awed weft o N�ADi%waafed mom` W_t# w � as or aew'N 1 W -7w ft Ober L d Sae atom d d'aig S" Aar to" ow, ow MANHOLE 'lb lill;'i'loftaid Milo* I so 03 iv o aeanhdle r+aT � salsa, a dV4 low hdws of A ' t so w a0 - bell ii ksi* of at sail shape Shehr k hmdaioa draawet betwNen 40` 0►is ea* of br bdin of Pon (Lan) _ i Nwo f t • � S� t kmnft aid + setters ha me** ae of i w am chat&, oe wt 4(pjoe afmr a be t i rwwawd &Www ,eon and i k t tx— �� f Me brdsaa shat be a `�./�� pbtereat smoothth NiBr PLAN A T SURFACE MO PLAN AT BOTTOM R�ttS' P.CG "sot to be pawed snit Pmft is in Am Slab od Bd (1 )to be aIV to am- pfi m llo saws} bailor sew bed pe4v loolk : av Mix t3l�na) �,.... {anti 0 1.:1 40' a h 14 Is TNOTES: $ -t>RE' h r% : 21 ilA/ta, w: NCS.• L A/ wear* Steil a fson to ft *$I AI sdcbarrA of* Ay prated � ert6ibd SEaiaiard Spedlaobows; Stile of •'a".•'f Ceatlorwia Gtpwbvarrrt of " wrtabb: epaaied swum sty—g W/RH 441 2 AB awiaed mwA* j *b slid be SW watt Kewt •: •: • sed or 49e►� bleat araelir epi ,rids of maahales �::: first be firtawd std aeeBy rated w � an bb 40' (MOM)a0' • � � NIS ddito h**w�! Phe c w! >rairfarad ataahak sedriaAs shd be awsbacted In ae+0andawc+e woe ft MA iows of ASN C-44 . awrent #Okra. tow. MUNN& SMF-7ticv 4 At No ma,habat br swww lines bw that le ppm) = # ataenalea, seed to Beed esti►+ 7-loserar wow acrd .'� INSIDE DROP a am* pod shat to awed weft o N�ADi%waafed mom` W_t# w � as or aew'N 1 W -7w ft Ober L d Sae atom d d'aig S" Aar to" ow, ow MANHOLE shop raarahabe � !talent do( cqu b"w by wwNaNn habr cast h& env Mw on* shd -- be pirbgea► *A pwTrNr babe eemea&# $a sot ase edm "I Al 45* Alt -t'- fast not eartend kto weer Mak I NOTES. L For pipes a0- (415m) to LO` (a3w) it Awgie, a ,twowd oanb wkf who hear bn ppaw ogv n oW sad Ws ow tv jorlm it seeft ad a els or lea for P* to (440 ar b+7ww, o mathale read bs oawsharctewf iNhero age madba Rae dly h o dr east 06MW the la$Watabw of soles to aaas. 2 tilydlred dy 00 000 shat be aft abbngfA day y iof #0abot SAm" of No day p jottlsyt ,1 Kp SaddPe3 may Aare erEber by ar mss, 4t at beat Slap be bw eiwN w od Cox&* a witlr ra bora of the 06 ate shat be waned ow oe kw* of els sates AFfh St opdaiigs a amift seww shat be masts ady kv ewe o to ow d of soft !Klin¢ lags w emirs of rwslSilg aw p ie she/ be Mxkd ep oil seated �okt A At Ab~m shd be inpwW by ltbe Pl c a DOW vi l 1. d be CRY of pier' to barakala 7. Fw PW sad AM pk RfiV Sit be 6*60 mated and and be tssto M in Ore aw ger poAW aat'sii fit& a ant riot pwntt W w yew he ars or err Mw fmit *a A PIC or AM saddles and be A*tw lac Wed sad "be 16d by► std*w stat bw* STANDARD SEWER PIPE AL at CONNECTION KLL amr0. CITY O .wrwaew CITY sty -7 ow sow ruaac reawcs otPatrwttsis 11 112 13 14 a A em a,eit sib pmt- do' (als) AL .—.—ofd co r On sty _ sahNn% SIO -6 $ -t>RE' ♦Kneel Sod •� STANDARDa SEWER LINE IN PIPE CASING •.. : 40 Ak •'a".•'f be broom arched for barer swum sty—g i/r11NYND 441 pow Sial (1w r 9aNatrt) sp M . 14 Dlalaa, ee 40' (MOM)a0' • � � NIS ddito h**w�! tow. MUNN& SMF-7ticv .� • e' ' „`w......�'.`'�. *~23101itwt f .:i:.. PrAwadrle,: STANDARD .'� INSIDE DROP mom` p4 wr t Ober L MANHOLE start 20' ' L A/ went shd ara6mr o bitty gopaC k TYPE "A" Sbl* d rlbiide neff ae of tie Sp oil Alk ne ewtidied ow ord Cab 'Stawdiard *w*otb-4 Sbota of CAA* mNst wa pr Stat X4 SEC 7701V --C7701V CnY OF BAKER SW-2 :� - 2 t+hp naaihdei NN1r any br aibwad +dd► CALFCFM blorty sent b� ureter of a. err Bvbw. 40' (1.1►a j Sbalyd Tee gar oarot Puow NaoNrts NPA rrAMT !talent do( cqu b"w by wwNaNn habr cast h& env Mw on* shd -- be pirbgea► *A pwTrNr babe eemea&# $a sot ase edm "I Al 45* Alt -t'- fast not eartend kto weer Mak I NOTES. L For pipes a0- (415m) to LO` (a3w) it Awgie, a ,twowd oanb wkf who hear bn ppaw ogv n oW sad Ws ow tv jorlm it seeft ad a els or lea for P* to (440 ar b+7ww, o mathale read bs oawsharctewf iNhero age madba Rae dly h o dr east 06MW the la$Watabw of soles to aaas. 2 tilydlred dy 00 000 shat be aft abbngfA day y iof #0abot SAm" of No day p jottlsyt ,1 Kp SaddPe3 may Aare erEber by ar mss, 4t at beat Slap be bw eiwN w od Cox&* a witlr ra bora of the 06 ate shat be waned ow oe kw* of els sates AFfh St opdaiigs a amift seww shat be masts ady kv ewe o to ow d of soft !Klin¢ lags w emirs of rwslSilg aw p ie she/ be Mxkd ep oil seated �okt A At Ab~m shd be inpwW by ltbe Pl c a DOW vi l 1. d be CRY of pier' to barakala 7. Fw PW sad AM pk RfiV Sit be 6*60 mated and and be tssto M in Ore aw ger poAW aat'sii fit& a ant riot pwntt W w yew he ars or err Mw fmit *a A PIC or AM saddles and be A*tw lac Wed sad "be 16d by► std*w stat bw* STANDARD SEWER PIPE AL at CONNECTION KLL amr0. CITY O .wrwaew CITY sty -7 ow sow ruaac reawcs otPatrwttsis 11 112 13 14 a A em a,eit sib pmt- do' (als) AL .—.—ofd co r On sty _ sahNn% SIO -6 '.4.0'(t jAL .. ,_,::.•: STANDARD «� MANHOLE TYPE -A- g v- A"ga' (a25m) Ckw 'A' Ora*e INSIDE 910AND sltaidrd ' altar OU SIDE DROP Newt OUTSIDE DROP CITY OF BAi�.D _ _ S h Sk Wv p* sw op vwd Br mita► sad oiabmao Ao ~70000M Ale AV Molar wile *w to deer AM bis (40im bt P or ogiutrabwt) or INdevad atilt A goped go stowm sleet (Dim) SECnON A—A PIPE CASING $led cwv xmw# r pot Jawt f.nd $bd Aw to pjoe is Poe Bet aA pig so AMMsow Lwdff*g sled . Stara Ade the Reabood sb* 7 {atm} fess) F (aAz � (31wa) SECnONN DETAIL PIPE BORING NOTES: i Caft jW to ftW by ft borNe, jkt owler Aww a 2 btaatGon std be as regoirawir-do bI' Ole ppe ataawlac&W. 3 N co* sew*" shd bQ a" by aaNdlmw a+� s tri avid "AM ear+er Of fie cmv wish sad stmt R sand is and wrod by sae of ai b ooft =W sp oamt or as dierted by MO !Sty s A dwo aft sial be a wsbralebbte bears: d Redbod abet: shd be weed to r� salsa aI p� 7. A4Naioed siiab slid beoww A oe *0 ado s'b'Lppal9 a' approved ver! bara►a ft"UW- UW- $ -t>RE' ♦Kneel Sod •� STANDARDa SEWER LINE IN PIPE CASING .r Sb�d rw °wAr,a, Cant bold► &W swum sty—g i/r11NYND C CALAVIPM pow Sial (1w r 9aNatrt) sp M . AL 2 sla4*30 steal Shpad I= (Law) wadw dto�ahed ba manors Dlalaa, ee 40' (MOM)a0' • � � NIS ddito h**w�! it0- (np23n) 4m -A- Calawte INSIDE DROP ao' (a am) p4 wr t NOTES: 20' ' L A/ went shd ara6mr o bitty gopaC k • a6nr Sbl* d rlbiide neff ae of tie Sp oil Alk ne ewtidied ow ord Cab 'Stawdiard *w*otb-4 Sbota of CAA* pr Stat X4 owtxd of fAvw Mot @AbL :� - 2 t+hp naaihdei NN1r any br aibwad +dd► blorty sent b� ureter of a. err Bvbw. 40' (1.1►a j Sbalyd Tee 3 At atarti c A 4 shd Cokm to sear 525 of b1e maiad team Nor Sed .4&V jontA It awtj dbwed R bqv airbow • (now 9f genhr. --: 1j # Alaaaeaanr ekpa dIOW f/ hAft I 000A '.4.0'(t jAL .. ,_,::.•: STANDARD «� MANHOLE TYPE -A- g v- A"ga' (a25m) Ckw 'A' Ora*e INSIDE 910AND sltaidrd ' altar OU SIDE DROP Newt OUTSIDE DROP CITY OF BAi�.D _ _ S h Sk Wv p* sw op vwd Br mita► sad oiabmao Ao ~70000M Ale AV Molar wile *w to deer AM bis (40im bt P or ogiutrabwt) or INdevad atilt A goped go stowm sleet (Dim) SECnON A—A PIPE CASING $led cwv xmw# r pot Jawt f.nd $bd Aw to pjoe is Poe Bet aA pig so AMMsow Lwdff*g sled . Stara Ade the Reabood sb* 7 {atm} fess) F (aAz � (31wa) SECnONN DETAIL PIPE BORING NOTES: i Caft jW to ftW by ft borNe, jkt owler Aww a 2 btaatGon std be as regoirawir-do bI' Ole ppe ataawlac&W. 3 N co* sew*" shd bQ a" by aaNdlmw a+� s tri avid "AM ear+er Of fie cmv wish sad stmt R sand is and wrod by sae of ai b ooft =W sp oamt or as dierted by MO !Sty s A dwo aft sial be a wsbralebbte bears: d Redbod abet: shd be weed to r� salsa aI p� 7. A4Naioed siiab slid beoww A oe *0 ado s'b'Lppal9 a' approved ver! bara►a ft"UW- UW- $ -t>RE' STANDARDa SEWER LINE IN PIPE CASING °wAr,a, swum sty—g i/r11NYND C CALAVIPM 1 .asp' (r, n��u 20` x 20' (slier r Qdia►j QwrveM foNrrdbbba - d0'(aam) AlwPOO t SYatoa<and /B Brad NOTES: t. A/ M* and aaekwa it b sedlotNr of t(.h�.e� rNibird %*dwd *00woom Sf* af Coftn* blaitas fwd tlpabent of Tnwwww: "wow Mot ml bL 2 Prw motet ,Nkat meet to .L At o wnete sial' be Ma -A-. 4 Maw hm ow ow od taaOk w to ens my AfAiN161std A wahrd s*A 166e Ad br no eabRb awrese pilar WNW *prNnd tie obtoiied b the my a0w. d ConaRrto Ad be ave as a abate #Pa w ark# oap ow ow Sea W700 of bio Stawetore *= 7. Tap of .slobstd be j flesh d ago* sad liar o 4N bum tiff S JU rAWW capoarfkw b rogi W pr say stat ST -15 P,&a slab ad to be pww ON poft is it plan e .Q dl3mm � i _ i o t � NAIL b be pb pgvsr r pksllc shat tird etween My as' () aeacvete koaneb6iaw sae 4s• {alas) stile re Ar 0* bebwgw AN ad abler so !tori to wttlbr ar (1 of bap of *a tbalt rNrnabiap a5- ou") Nit 4v A P moo to hp d ptoe Ar Nobar Aw sed IL Cdar did be IV. a$ or Pw pA 12 tiideiiod PX slate to be a 123` ( J* owd ads' (taws) moat bel4wr t;i,hbsd pe ft Alba a— el. Y 1 C I fl z° I STANDARD MANHOLE FRAME & COVER 48" CMP .. U r PER C.O.B. DWG. S-8. COVER SHALL BE m ow o $ LEVEL NTH EXISTING GRADE. � g o J � J a fl Q ii fl U) F— FILL ANNULAR VOID z WITH GRAVEL N O�RJ V EXISING GROUND_ _ z 33 r r r J < T— a O dtLQ rr STANDARD MANHOLE CONE 06 Q W w p z w Q STANDARD MANHOLE RAISED TO �-• GRAD E IN NON- PAVED AREAS //"A � � O T SCALE: 3/4"=1' 9 l..i� RECORD DRAWING CERTIFICATION SHEET NO. - ( OF 10 CITY RECORDS NO.: 26 27 28 29 30 t d } a— el. Y 1 C I fl z° I STANDARD MANHOLE FRAME & COVER 48" CMP .. U r PER C.O.B. DWG. S-8. COVER SHALL BE m ow o $ LEVEL NTH EXISTING GRADE. � g o J � J a fl Q ii fl U) F— FILL ANNULAR VOID z WITH GRAVEL N O�RJ V EXISING GROUND_ _ z 33 r r r J < T— a O dtLQ rr STANDARD MANHOLE CONE 06 Q W w p z w Q STANDARD MANHOLE RAISED TO �-• GRAD E IN NON- PAVED AREAS //"A � � O T SCALE: 3/4"=1' 9 l..i� RECORD DRAWING CERTIFICATION SHEET NO. - ( OF 10 CITY RECORDS NO.: 26 27 28 29 30 t d 90' ELL 45' ELL NOTES. 1. Arc gift AMA and aCiecdwd 00M are to be hehl k pim by earxr k tkad Abdat 2 &wtng areas ndTicshd at based on &%adle saw:' gnaw of 1500 psd` (71.82 MV 5 awete is Rat to bear agarfast pt ib w Many to **be is cantart so ft + 1 sof (sgr n tont) - 90929 An ($Wm meters) 1 1 1 m 1 1 1 I 1 1 1 1 / i 1 1 1 r ; I 1 tl • fLev* E= siwiiuevL THRUST BLOCK SCHEDULE ►,. ,. pa11Y STORM BEARWO AREA AV SQUAME FEET* TAAIPOVG'' !,LASS I tNVG PPE s2E TEE' AR?25' pLuc 90• at 45• ELLEu s o`(a.3t") or Ans 4.0 =mm 2 .2 2 1 60 (a is") 3 4 2 ? 8.0 a?m 5 1 7 4 2 10 a? B 1 11 8 3 f 0.,31" 1 11 1 16 $ 4 16 a4m 14 ?0 10 5 fLev* E= siwiiuevL h comw Omen" "04 saw—N 41 loot wMw - vah m t7' sr cow a>"w" {�►� (TO) i1 L Mw vcr AMM wa,meeal C see 1hrok +� fll�wewi >I-+lf cowd *Ai STORM DRAIN Pdowt 4. BaatAl= compacted to 959 rd bw eanloacdan bi rnadroy areas lean .30' (49") bgwW bad of wA �9 r :' ad' but be,arter 1.o' (a• l") of tha s RM�An aread< and n aka s .•...» • •�• ft dwft www Me* j,PvwfiwtS. Bxw av parted to 9112 mk w cw pactia►e n ad aba► am 1 OXW h Pepe mne empadted to 909 ealatna Ser 1fi0ir '_ mataif� •rb�r ba papa zona to CM&M to noios 1, 2 and 3 a ++ For pubk ut+Nss , ensue -Ww mp*wwts as per ba Paw uhwfn CWN*Iian caene►af old" Ci_ o'ttEr��atar ASW Por P NOTES. 1. Boa(•B► kr Rigr'd p0a Bxkfir Mallow rob be ppe zax shad be ow of abkte► m mdaid and shat haw a Sand E#A kat of rat less than 20 and shag cob to dee waft 9 rew See PbvMter posav 3/4' (Am) 100 Ha. 4 J5 -1W ha .311 20• -IW fi* bo*M mdaiat shat' be planed n Rot to awed one kot (1.0' k eaffiajn) kyn s hu tpraar* an @wh sick of the pyoe n such a maw as Rot to dw4p or dstrrb the p jos on its argoment and qv& Each Aw sw be baoagl* canp- arted by wdo" ft*" Bad mobad stray be pv*y owpwW to *rk4ft prior to plomftft 2 Band8 kr l Pk Pje and NowAd be A~n awds" no 4110awra►t ASAP►► D -?.121. ddy LXoes i and N earbedWd Mat&ft Wthi, be ply mus w9 ba cniskt 1-9 smYe* mm" be *0 am eetd kcag and ISBh9 shd nd be owed kr b0ff offf ruins hr poe the baftq and f aOft Ad be hard pk td to .the $" Fie of be plan and praparly comparted Far sew merles, Abri I b*0V IS MWAW kr MOW and h=xN* Gra shot' be w1w not to d kwk the p4 be Nffls wwog baw k be PO me sw be hand piaaed aced acted n Aft Rot to e�rca�yed�&e (h *fi) k+idbvx Bo�aytiA�'/�errdow steak' be / t'T^•J Mr�ty ^ to mfinaw to ltienistl Moats Sbs�rmfk Sea Ta* T bebw z«� RAFM WU D&W 30-50 L2' (ain) i 55-6.5 1.5' xi.% zo - so 20' (a cm) 85 as 25' (a73m) 89CMcawastnd to 909 ._ ....,a,Uwf Sas 1i6k A papa lana sfeart be 1.0'(43") abow top of Am bd or the out&* dkxmky of pidn aed para � •I�'IJ�'h%rg 4 Tering of we me n*fs sw the n ocacrdteoe No the hats luted n Section "Of of the Stwdxd Sp�ts, 1557, MW T7 for bwvh AM gedw bkw e (42301 ff bench r ASV 17N W & tst " W(a3vj b swk s k" 5 Canpacfibn hsb of be Mow seri Ad be ba mvws- My of be 0e#gaa / s da1,, W ,/ Cohdar An Bomber and k ea AW of the fob sham be d knvi d by the My F.i ow.. ft hsb aw be k aoaa %bw crib the tests Ned n Sxkv "Of of be StaWW 4eailfaadb7A (or ASAP 01557, Msbod +7 8. Eode k)w of bacHid motw shod and be copact* nand egww of and gra tftn Mwkw encs be&& #* ,nest low is OWed 7. For porerna,f path" wft pawn ores+', see stasbd *mbg ST -12 n the de P marr(oC TABL£ "A" The fol! shdl for trench widths ►,. ,. pa11Y STORM cowt r Cdw TAAIPOVG'' !,LASS I tNVG DNENSM OR SLURRY s o`(a.3t") or Ans 1•0aJm ear 4:00 773;m-3 wider mb both Sid" both shft P~ Cowl r.o'(0 6.00 1 s'vla►er too . :i=•ice: ani •t'''' �r�. i?° 2.0'(06m) or more 15'(0.45m) T Ra. » both sides •• Sdod W" 00 w J Q ?•'••'�•`t•'t• its ❑ P' Md r. A -CM % iCE ` Pobt "K" equals 12* or less Pipe Saddle Detail Comm Pfwwt No Sod* w z �`` +•at•`i•`f •`i•'i• tow wo so ��sls�s�i�•�i 0 � z C� O Z W 0 me o C-6 C) of TraWw1aft: w Cr Il.�[`li ii:tl l� ll f1Ir�fr11+ Q `w ,,n V^ J ., ,_.,, + rrRE r SUM T7 �f1 ;, , polchn d4 r Q.. 0 t. SHEET NO. O OF O CITY RECORDS NO.: 1. f�.1•.1�.ir.0rJt AkfqW movd)i�ya��•.s•s's!i ,0 cwm*e ow MV (415m) am it mow 94 eakta �A= rralfi) _k L L. ROAD i, w x A.. , , CAM of -1 h comw Omen" "04 saw—N 41 loot wMw - vah m t7' sr cow a>"w" {�►� (TO) i1 L Mw vcr AMM wa,meeal C see 1hrok +� fll�wewi >I-+lf cowd *Ai STORM DRAIN Pdowt 4. BaatAl= compacted to 959 rd bw eanloacdan bi rnadroy areas lean .30' (49") bgwW bad of wA �9 r :' ad' but be,arter 1.o' (a• l") of tha s RM�An aread< and n aka s .•...» • •�• ft dwft www Me* j,PvwfiwtS. Bxw av parted to 9112 mk w cw pactia►e n ad aba► am 1 OXW h Pepe mne empadted to 909 ealatna Ser 1fi0ir '_ mataif� •rb�r ba papa zona to CM&M to noios 1, 2 and 3 a ++ For pubk ut+Nss , ensue -Ww mp*wwts as per ba Paw uhwfn CWN*Iian caene►af old" Ci_ o'ttEr��atar ASW Por P NOTES. 1. Boa(•B► kr Rigr'd p0a Bxkfir Mallow rob be ppe zax shad be ow of abkte► m mdaid and shat haw a Sand E#A kat of rat less than 20 and shag cob to dee waft 9 rew See PbvMter posav 3/4' (Am) 100 Ha. 4 J5 -1W ha .311 20• -IW fi* bo*M mdaiat shat' be planed n Rot to awed one kot (1.0' k eaffiajn) kyn s hu tpraar* an @wh sick of the pyoe n such a maw as Rot to dw4p or dstrrb the p jos on its argoment and qv& Each Aw sw be baoagl* canp- arted by wdo" ft*" Bad mobad stray be pv*y owpwW to *rk4ft prior to plomftft 2 Band8 kr l Pk Pje and NowAd be A~n awds" no 4110awra►t ASAP►► D -?.121. ddy LXoes i and N earbedWd Mat&ft Wthi, be ply mus w9 ba cniskt 1-9 smYe* mm" be *0 am eetd kcag and ISBh9 shd nd be owed kr b0ff offf ruins hr poe the baftq and f aOft Ad be hard pk td to .the $" Fie of be plan and praparly comparted Far sew merles, Abri I b*0V IS MWAW kr MOW and h=xN* Gra shot' be w1w not to d kwk the p4 be Nffls wwog baw k be PO me sw be hand piaaed aced acted n Aft Rot to e�rca�yed�&e (h *fi) k+idbvx Bo�aytiA�'/�errdow steak' be / t'T^•J Mr�ty ^ to mfinaw to ltienistl Moats Sbs�rmfk Sea Ta* T bebw z«� RAFM WU D&W 30-50 L2' (ain) i 55-6.5 1.5' xi.% zo - so 20' (a cm) 85 as 25' (a73m) 89CMcawastnd to 909 ._ ....,a,Uwf Sas 1i6k A papa lana sfeart be 1.0'(43") abow top of Am bd or the out&* dkxmky of pidn aed para � •I�'IJ�'h%rg 4 Tering of we me n*fs sw the n ocacrdteoe No the hats luted n Section "Of of the Stwdxd Sp�ts, 1557, MW T7 for bwvh AM gedw bkw e (42301 ff bench r ASV 17N W & tst " W(a3vj b swk s k" 5 Canpacfibn hsb of be Mow seri Ad be ba mvws- My of be 0e#gaa / s da1,, W ,/ Cohdar An Bomber and k ea AW of the fob sham be d knvi d by the My F.i ow.. ft hsb aw be k aoaa %bw crib the tests Ned n Sxkv "Of of be StaWW 4eailfaadb7A (or ASAP 01557, Msbod +7 8. Eode k)w of bacHid motw shod and be copact* nand egww of and gra tftn Mwkw encs be&& #* ,nest low is OWed 7. For porerna,f path" wft pawn ores+', see stasbd *mbg ST -12 n the de P marr(oC TABL£ "A" The fol! shdl for trench widths pa11Y STORM IN GREATEST TAAIPOVG'' !,LASS I tNVG DNENSM OR SLURRY s o`(a.3t") or Ans 1•0aJm ear 4:00 773;m-3 wider :'s' . both Sid" both shft 00 r.o'(0 6.00 1 s'vla►er too . :i=•ice: ani •t'''' �r�. i?° 2.0'(06m) or more 15'(0.45m) T Ra. » both sides both seder SAME 5T tWV 5 BaaEN Rrateriiat d&M me *0 zaw sYsd be Sae of &ww*us mdawa"d kow dr `ac"V STANDARD o »6 40' (75am) n geatest dirnens m and &W be ,ex3r planed n Rat to exneed we Aoot (f if krona) (aim) TRENCH BACKFILLsex � AV lagers and eade shat be th w#y canparted AND COMPACTION by mwho*gf kfi** REQUIREMENTS sGus a- SON OEM MAMMAL 00M LAT PIPE SADDLE DETAIL air D -•s 0 N ci a L1 --1J U a L c:V O O C c0 CID a U co S2 flo N u- m w� a� .? U co CO CO U pp T a Eco (,) 1 :2Q0 O o T pa11Y STORM DUN z -s~ :�«�''KI, •:;.ice •: • '!�.S! :'s' . LMM tow :� : ;'::7►'::;:y;;:i :=: alt Vwv M = :: :i=•ice: ani •t'''' �r�. �.!!. LL Q o r o O Illki r ;;;:!T�•I+i+�'r�j � Vi��� :�-' ' err �,�4. r c6 ❑ 00 w J Q N J u- its ❑ To be used where "K" equals 12* or less Pipe Saddle Detail No Sod* w z SON OEM MAMMAL 00M LAT PIPE SADDLE DETAIL air D -•s 0 N ci a L1 --1J U a L c:V O O C c0 CID a U co S2 flo N u- m w� a� .? U co CO CO U pp T a Eco (,) 1 :2Q0 O o T z cc U_r co LL Q o r o O Illki r a r c6 ❑ 00 w J Q N J u- its ❑ z w z �`` O V- � z C� O Z W V) \ C[ o C-6 C) w Cr Q `w ,,n V^ J z rz,T < . O F— T7 �f1 Q.. RECORD DRAWING CERTIFICATION SHEET NO. O OF O CITY RECORDS NO.: