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HomeMy WebLinkAbout1.5-72645'-6" MIN. 6" t 4'-6" MIN. v 6" 5`-6" MIN. 6" 4`-6" MIN. 6" 1117 -_j -1--L-L L I II - I it __1 K#5 @8" O.C:I —(BOT' H WAYS)' (Dc coo .rwr #5 @ 18- O.C. #5 t@'?i. 6" O.C. WHEN PLAN OUTSIDE DIAMETER OF PIPE IS 30" OR GREATER STANDARD M.N. FRAME & COVER WITH BOLTDOWN, (6 -BOLTS), WATERTIGHT COVER APPLY SEALTIGHT . R I -WELD 10100 EPDXY OR APPROVED EQUALTO CREATE A WATERTIGHT BOND AT JOINTS *.j VARIES P.� -''' ' "FERNCO" WATERSTOP P) { #5 BAR OR APPROVED EQUAL AT ALL BOX PENETRATIONS IRRIGATION NOTES; - IRRIGATION PIPE: UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE IRRIGATION PIPE SHALL BE. Kquqi. .ffll JUNCTION BOX (MODIFIED) ALL CONCRETE BE CLASS"A" X. UNLESS OTHERWISE SPECIFIED. ALL REINFORCING SHALL BARS X i } ..DDDR ! ROUND i BENT AS ENGINEER.PIPE SHALL BE AS SPECIFIED OR AS DIRECTED BY THE MANHOLE CASTING SHALL BE TO SPECIFICATIONS FOR "STANDARD MANHOLE FRAME AND COVER" - MANHOLE COVER SHALL HAVE CAST THEREON IR . RAISED 1 jD LETTERS "IRRIGATION", LETTERING TO BE 3" IN HEIGHT & RAISED 1/8". OF THE SPECIFICATIONSi Ii "STANDARD SPECIFICATIONS, O•DEPARTMENT OF TRANSPORTATION-, CURRENT EDITION. REINFORCED CONCRETE PIPE (R.C.P.): REINFORCED CONCRETE PIPE SHALL BE A.S.T.M. C76, CLASS III AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION (STANDARD i JOINTS SHALL BE RUBBER ! IN CONFORMANCEPROVISIONS OF ! 06 OF i "E SPECIFICATIONS. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SEC11ON 65-1.07 OF , IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER : CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINTBEEN ASSEMBLED TODETERMINE THAT RING HAS BEEN PROPERLY LOCATED IMPROPERLYi s APART SATISFACTORILY VICINITY MAP NO SCALE i 4 POINT OF CONNECT!1 t d z 10 3 � i IIS I n CITY OF BAKERSFIELD K mRwmm�N COUNTY CALIFORNIA Tz F"tj.R TRACT NO. 7264 IMA .4--a NOW ROAU AND INTERotECTION OF S Imp • i � � a i �l t 'ENGINEER'S STATEMENT, THESE PLANS ► ♦ AND SPECIFICATIONS .1O WERE PREPARED is i, • D ! OR REVIEWUNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD WATER RESOURCES' ORDINACES, STANDARDS AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER BOARD. I AM RESPONSIBLE FOR ALL AL ULA I N AN DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE - DAND DESIGN CRITERIA SHALL BE CORRECTED !CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE ARTHUR R. CHIANELLO, R.C.E. 70491 DATE WATER RESOURCES MANAGER CITY OF BAKERSFIELD STUART J. PATTESON, R.C.E. 44898 ASSISTANT A WORKS CITY OF BAKERSFIELD NICOLAS FIDLER, 61069 PUBLIC WORKS DIRECTOR !*# .. CITY OF BAKERSFIELD 1. COVER SHEET 2. QUAIL i O 3. • d. DATE LEGEND- LMHO (CONLL- .mss wwo aY Tar »..., ..® __T , oIIWI'"QEF" BM T.O.M. a 9 F.L. FLo NE R/W RIGHT-OF-WAY '. OF MANHOLELANDSTONE COMPANIES, LLC MCINTOSH & ASSOCIATES C.L. LINE M.H./MH MANHOLE4927 CALLOWAY DRIVE, SUITE 101 2001 WHEELAN COURT ELEV. Ail SMH SE MANHOLE- - - CENTERLINE DENOTES SHEET NUMBER FOR IRRIGATIONA BAKERSFIELD, CA 93312 BAKERSFIELD, CA 93309 N.O.R.s.D. NORTH OF RI SANITARY SDMH STORM DRAIN MANHOLE �, PROPOSED STORM DRAINCONTACT PERSON: MATT WADE CONTACT PERSON: SEAN E. REED DISTRICT NO. 1 CATCH BASIN _ _ SCALE: 1"=80' TEL NO.: 61 679--5700 TEL NO.: 661 834-4814 T.O.M. TOP OF MANHOLE GB GRADE BREAK . s PROPOSED — SEE N.O.R.s.D. PLAN INV. INVERT S/W SIDEWALK EL/ELEV. ELEVA11ON FH FIRE HYDRANT W_ PROPOSED WA — SEE CWS PLAN PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE MM- DNAR � s E.P. EDGE OF PAVEMENT XRW EX. RIGHT—OF—WAY PROPOSEDIRRIGATION EX./EXIST: EXISTING CWS CALIFORNIA WATER SERVICE .�.� _ �.� TRACT BOUNDARY THE BEARING OF N 0"49'33» E SHORN FOR THE K.C.M.B.M. 3.39 PER K.C.S.F.B. #1170, PG. 30 C/G CURB & GUTTER K.C.D.S. KERN COUNTY DEVELOPMENT EAST LINE OF THE SOUTHEAST QUARTER OF SECTION FOUND CH. 1/4 CIRCLE ON TOP OF CURB AT VEST IR IRRIGATION STANDARD EXISTING IRRIGATION 5, T. 29 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 END OF THE SOUTHWEST CURB RETURN AT QUAIL PROPOSEDGATE VALVE & VALVE BOOK f PAGE 50 WAS USED AS THE BASIS OF CREEK SNOW ROAD C� SURVEY MONUMENT BOX - CWS _ _ EXISTING SE ' STORM DRAIN MANHOLE EXISTING GATE VALVE BEARINGS SHOWN HEREON. CATCH BASIN EXISTING VITA PRO FIRE HYDRANT ELEVATION = 403,02 (PER 2003 COUNTY DATUM) ASSEMBLY — SEE CWS PLAN EXISTING STORM DRAIN PROPOSED SEM MANHOLEEXISTING FIRE HYDRANT EXISTING GAS EXISTING SEWER MANHOLE ASSEMBLY BLDWOFF � SEE CWS PLAN`... 3 .. ..., . _ f r PHASE LIME DIG ALFRT EXISTING STORM DRAIN MANHOLE Call: TOLL FREE /—PIPE SIZE EASEMENT LEGEND PROP IRRIGATION/ACCESS MANHOLE"S u°BUT; J PROPOSED IRRIGATION JUNCTION BOX W—WA S—SEV45R SECTION LETTER I -BW -227-26M G—GAS D—DRAIN IR—IRRIGATItX+I � � � d A BEFM YOU I= Al DAYS UNDERGROUND SERVICE ALERT SH ERE SECTIO! IS OF SOUTHERN CALIFORNIA 1.5-7264 Z w w ui z 0 z W 0 LLj V) z I J A 1s" O.C. BOTH : ;.. (DIRECTIONS I F, ' Y 6" 30"- 61' (MIN.) .:' � ^! 0.�3y"S s paii�+c 4 {=�' ;?0a'.s'� ry''s. ". � .�; .. ..-,nrmy.a..�lraea. 6" 4'-6" MIN. Jr- 5'-6"MIN. SECTION IRRIGATION NOTES; - IRRIGATION PIPE: UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE IRRIGATION PIPE SHALL BE. Kquqi. .ffll JUNCTION BOX (MODIFIED) ALL CONCRETE BE CLASS"A" X. UNLESS OTHERWISE SPECIFIED. ALL REINFORCING SHALL BARS X i } ..DDDR ! ROUND i BENT AS ENGINEER.PIPE SHALL BE AS SPECIFIED OR AS DIRECTED BY THE MANHOLE CASTING SHALL BE TO SPECIFICATIONS FOR "STANDARD MANHOLE FRAME AND COVER" - MANHOLE COVER SHALL HAVE CAST THEREON IR . RAISED 1 jD LETTERS "IRRIGATION", LETTERING TO BE 3" IN HEIGHT & RAISED 1/8". OF THE SPECIFICATIONSi Ii "STANDARD SPECIFICATIONS, O•DEPARTMENT OF TRANSPORTATION-, CURRENT EDITION. REINFORCED CONCRETE PIPE (R.C.P.): REINFORCED CONCRETE PIPE SHALL BE A.S.T.M. C76, CLASS III AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION (STANDARD i JOINTS SHALL BE RUBBER ! IN CONFORMANCEPROVISIONS OF ! 06 OF i "E SPECIFICATIONS. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SEC11ON 65-1.07 OF , IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER : CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINTBEEN ASSEMBLED TODETERMINE THAT RING HAS BEEN PROPERLY LOCATED IMPROPERLYi s APART SATISFACTORILY VICINITY MAP NO SCALE i 4 POINT OF CONNECT!1 t d z 10 3 � i IIS I n CITY OF BAKERSFIELD K mRwmm�N COUNTY CALIFORNIA Tz F"tj.R TRACT NO. 7264 IMA .4--a NOW ROAU AND INTERotECTION OF S Imp • i � � a i �l t 'ENGINEER'S STATEMENT, THESE PLANS ► ♦ AND SPECIFICATIONS .1O WERE PREPARED is i, • D ! OR REVIEWUNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD WATER RESOURCES' ORDINACES, STANDARDS AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER BOARD. I AM RESPONSIBLE FOR ALL AL ULA I N AN DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE - DAND DESIGN CRITERIA SHALL BE CORRECTED !CONSTRUCTION. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE ARTHUR R. CHIANELLO, R.C.E. 70491 DATE WATER RESOURCES MANAGER CITY OF BAKERSFIELD STUART J. PATTESON, R.C.E. 44898 ASSISTANT A WORKS CITY OF BAKERSFIELD NICOLAS FIDLER, 61069 PUBLIC WORKS DIRECTOR !*# .. CITY OF BAKERSFIELD 1. COVER SHEET 2. QUAIL i O 3. • d. DATE LEGEND- LMHO (CONLL- .mss wwo aY Tar »..., ..® __T , oIIWI'"QEF" BM T.O.M. a 9 F.L. FLo NE R/W RIGHT-OF-WAY '. OF MANHOLELANDSTONE COMPANIES, LLC MCINTOSH & ASSOCIATES C.L. LINE M.H./MH MANHOLE4927 CALLOWAY DRIVE, SUITE 101 2001 WHEELAN COURT ELEV. Ail SMH SE MANHOLE- - - CENTERLINE DENOTES SHEET NUMBER FOR IRRIGATIONA BAKERSFIELD, CA 93312 BAKERSFIELD, CA 93309 N.O.R.s.D. NORTH OF RI SANITARY SDMH STORM DRAIN MANHOLE �, PROPOSED STORM DRAINCONTACT PERSON: MATT WADE CONTACT PERSON: SEAN E. REED DISTRICT NO. 1 CATCH BASIN _ _ SCALE: 1"=80' TEL NO.: 61 679--5700 TEL NO.: 661 834-4814 T.O.M. TOP OF MANHOLE GB GRADE BREAK . s PROPOSED — SEE N.O.R.s.D. PLAN INV. INVERT S/W SIDEWALK EL/ELEV. ELEVA11ON FH FIRE HYDRANT W_ PROPOSED WA — SEE CWS PLAN PA PROPERTY LINE D.W.S. DESIGN WATER SURFACE MM- DNAR � s E.P. EDGE OF PAVEMENT XRW EX. RIGHT—OF—WAY PROPOSEDIRRIGATION EX./EXIST: EXISTING CWS CALIFORNIA WATER SERVICE .�.� _ �.� TRACT BOUNDARY THE BEARING OF N 0"49'33» E SHORN FOR THE K.C.M.B.M. 3.39 PER K.C.S.F.B. #1170, PG. 30 C/G CURB & GUTTER K.C.D.S. KERN COUNTY DEVELOPMENT EAST LINE OF THE SOUTHEAST QUARTER OF SECTION FOUND CH. 1/4 CIRCLE ON TOP OF CURB AT VEST IR IRRIGATION STANDARD EXISTING IRRIGATION 5, T. 29 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 END OF THE SOUTHWEST CURB RETURN AT QUAIL PROPOSEDGATE VALVE & VALVE BOOK f PAGE 50 WAS USED AS THE BASIS OF CREEK SNOW ROAD C� SURVEY MONUMENT BOX - CWS _ _ EXISTING SE ' STORM DRAIN MANHOLE EXISTING GATE VALVE BEARINGS SHOWN HEREON. CATCH BASIN EXISTING VITA PRO FIRE HYDRANT ELEVATION = 403,02 (PER 2003 COUNTY DATUM) ASSEMBLY — SEE CWS PLAN EXISTING STORM DRAIN PROPOSED SEM MANHOLEEXISTING FIRE HYDRANT EXISTING GAS EXISTING SEWER MANHOLE ASSEMBLY BLDWOFF � SEE CWS PLAN`... 3 .. ..., . _ f r PHASE LIME DIG ALFRT EXISTING STORM DRAIN MANHOLE Call: TOLL FREE /—PIPE SIZE EASEMENT LEGEND PROP IRRIGATION/ACCESS MANHOLE"S u°BUT; J PROPOSED IRRIGATION JUNCTION BOX W—WA S—SEV45R SECTION LETTER I -BW -227-26M G—GAS D—DRAIN IR—IRRIGATItX+I � � � d A BEFM YOU I= Al DAYS UNDERGROUND SERVICE ALERT SH ERE SECTIO! IS OF SOUTHERN CALIFORNIA 1.5-7264 Z w w ui z 0 z W 0 LLj V) z I J A �IIIIIIIII � i • SCALE: 1" - 50' HORIZONTAL PUBUC HIGHWAY EASEMENT • *ER TRACT No. * 0 M. A 22 <�2> 15' WIDE OF BAKERSFIELD IRRIGATION* EASEMENT PER DOC. s 0201118720 O.R. I1V WIDE i i SEWER EASEMENT PER DOCUMENT • 0201089312 rt G _T_T_ 408 •, o ATE DO TING MATE FINI APPR MA It SHED E `' 40 ATE Heel. Zp 404 �- ca 77T7 W MIN. COVER 402 N. CO E —• I INV. 400 EX. WIR ._." TINV. 13101 )R I 30*IR 398 IN 3011 ♦ sot c INV 1 D r W o� ct IN 24!D eM p W 0 n y +( {y 3 i""' a Ir' V Y.. 392 zar- .ww ?✓ •^ ;A ' OD Vd +' ' ♦ ♦ 4 ♦ e �. - Go y i. 390 _ (`� j� �y 1yR, 388 wwn,. 4q�i i _ ...,.. ♦ M.r Mme. . 12aC`y e�.1�J _ Q .aG W W W INV. & W W ! INST 388 29.73 OF .30 INST 108♦64 LF OF 4 INSTALL, 5510 GSI- 4 1NS 3 4, f CDS ��M({t Q /f� \X /j�j/�� LF OF W -� yj�$ �j�{/�] [/�/��/ .//�� fC CP 4. 1.ij�%�� e2 A♦ 6 VT 4i.V MX� ✓lf V0 A/i 0 V8 •\/ q i .. 382 10+00 11+00 +0 13+00 + 00 18+04 17+00 18+00 19+00 20+00 LEGEND; .. LEEN JUNCTION BOX LID SHALL BE CENTERED R RIGHT-OF-WAY ;91. T , FUTURER LPMIN. 3011RFeLFL NE MANHOLE ;#30 C.L. UNE M.H./MH MANHOLE ELEV. ELEVATION H IANH CENTERUNE TOP OF JUNCTION QQX SHALL BE SET BELOW • , : = f:-. , ... .' , ,, N.O.R S.De NORTH RI SANITARY H STORM DRAIN MANHOLE FUTURE IC NO. CATCH BASIN - - D PROP STORM DRAIN AND RAISED OTO GRADE WITH VGRADE �RINGS .+i 4 ' y. • � , ,. p• .y�. , • y '+ae � �� Sly. ���, � � + DISTRICT . 1 € . T.O.M. TOP OF MANN BR LOOSE SAND �' � . :- a s PROPOSEDS N.C.R SeD. PLAN ' , .�, INV. INVERT CONSTRUCT PIPE SADDLE PER ,. DETAIL ON .� S/W SI .. e=' •X. STORM DRAIN .' #: = JUNCTION BOX _ PEs NOTE. CONTRACTOR SHALL POTHOLE POINT OF ' EL. f ELEVATION # w PROPO WA GUYS P SHEET � �T LOCATIONS {�F CROSSING PI TH ARAN LESS THAN 12 .,. _`.♦ ,,. P PROPERTY LINE D.W.S.DWA ACE � � :� -�:• -`..,. � . �..� . °�` .-:.�� !�- CONNECTION TO EXISTING IRRATION PIPE TO R PR IRRIGATION - , y. .-• .. E.P. OF PAVEMENT XRW EX. RIGHT—OF—WAY . } : 12- - w Exe sT EXISTING c F IA WA SCE VERIFY LOCATION AND ELEVATi ON AND N CTI F' �,.... ,..... .�.•, TRACT BOUNDARY C/G CURB X♦C.D.S. KERNCOUNTY DEVELOPMENT ENGINEER OF AN [3ICRPAN+IES ..-- a IR IRRIGATI STANDARD EXISTING IRRIGATION ,., ,..: EX. STORM DRAIN T.O.B. TOP OF JUNCTION BOX T.O.M. TOP OF MANHOLE SURVEYMONUMENTPROPOSEDGATE VALVE VALVE EXISTING SEWER X ` SEE CWS PLAN EXISTING WATER STORM DRAIN MANN PlVb SAUDLEEXISTING GATE VALVE SCALE: NONE CATCH BASIN W-JPROPOSED FIRE HYDRANT EXISTING STORM DRAIN ASSEMBLY — SEE CWS PLANEXISTING GAS u PROPOSED SEVER MANHOLE EXISTING FIRE HYDRANT PROPOSED t BLO 00��� W � � � ��tt E PHASE UNE EXISTING MANHOLE ASSEMBLY — SEE CWS PLAN Ti ST 4> EASEMENT LEGEND SIZE 03) PROPOSED IRRIGAITON/ACCESS MANHOLE WS UiiLITY: SECTION LETTER 121 PROPOSED IRRIGA11ON JUNCTION BOX.- Ate'"D-DRAIN IR -IRRIGATION '.... Know whars SHEET 04M SECTION IS SHOWN uall before you dig. 1.5-7264 LINE TABLE ■ OOW• t PUBUC HIGHWAY EASEMENT • *ER TRACT No. * 0 M. A 22 <�2> 15' WIDE OF BAKERSFIELD IRRIGATION* EASEMENT PER DOC. s 0201118720 O.R. I1V WIDE i i SEWER EASEMENT PER DOCUMENT • 0201089312 rt G _T_T_ 408 •, o ATE DO TING MATE FINI APPR MA It SHED E `' 40 ATE Heel. Zp 404 �- ca 77T7 W MIN. COVER 402 N. CO E —• I INV. 400 EX. WIR ._." TINV. 13101 )R I 30*IR 398 IN 3011 ♦ sot c INV 1 D r W o� ct IN 24!D eM p W 0 n y +( {y 3 i""' a Ir' V Y.. 392 zar- .ww ?✓ •^ ;A ' OD Vd +' ' ♦ ♦ 4 ♦ e �. - Go y i. 390 _ (`� j� �y 1yR, 388 wwn,. 4q�i i _ ...,.. ♦ M.r Mme. . 12aC`y e�.1�J _ Q .aG W W W INV. & W W ! INST 388 29.73 OF .30 INST 108♦64 LF OF 4 INSTALL, 5510 GSI- 4 1NS 3 4, f CDS ��M({t Q /f� \X /j�j/�� LF OF W -� yj�$ �j�{/�] [/�/��/ .//�� fC CP 4. 1.ij�%�� e2 A♦ 6 VT 4i.V MX� ✓lf V0 A/i 0 V8 •\/ q i .. 382 10+00 11+00 +0 13+00 + 00 18+04 17+00 18+00 19+00 20+00 LEGEND; .. LEEN JUNCTION BOX LID SHALL BE CENTERED R RIGHT-OF-WAY ;91. T , FUTURER LPMIN. 3011RFeLFL NE MANHOLE ;#30 C.L. UNE M.H./MH MANHOLE ELEV. ELEVATION H IANH CENTERUNE TOP OF JUNCTION QQX SHALL BE SET BELOW • , : = f:-. , ... .' , ,, N.O.R S.De NORTH RI SANITARY H STORM DRAIN MANHOLE FUTURE IC NO. CATCH BASIN - - D PROP STORM DRAIN AND RAISED OTO GRADE WITH VGRADE �RINGS .+i 4 ' y. • � , ,. p• .y�. , • y '+ae � �� Sly. ���, � � + DISTRICT . 1 € . T.O.M. TOP OF MANN BR LOOSE SAND �' � . :- a s PROPOSEDS N.C.R SeD. PLAN ' , .�, INV. INVERT CONSTRUCT PIPE SADDLE PER ,. DETAIL ON .� S/W SI .. e=' •X. STORM DRAIN .' #: = JUNCTION BOX _ PEs NOTE. CONTRACTOR SHALL POTHOLE POINT OF ' EL. f ELEVATION # w PROPO WA GUYS P SHEET � �T LOCATIONS {�F CROSSING PI TH ARAN LESS THAN 12 .,. _`.♦ ,,. P PROPERTY LINE D.W.S.DWA ACE � � :� -�:• -`..,. � . �..� . °�` .-:.�� !�- CONNECTION TO EXISTING IRRATION PIPE TO R PR IRRIGATION - , y. .-• .. E.P. OF PAVEMENT XRW EX. RIGHT—OF—WAY . } : 12- - w Exe sT EXISTING c F IA WA SCE VERIFY LOCATION AND ELEVATi ON AND N CTI F' �,.... ,..... .�.•, TRACT BOUNDARY C/G CURB X♦C.D.S. KERNCOUNTY DEVELOPMENT ENGINEER OF AN [3ICRPAN+IES ..-- a IR IRRIGATI STANDARD EXISTING IRRIGATION ,., ,..: EX. STORM DRAIN T.O.B. TOP OF JUNCTION BOX T.O.M. TOP OF MANHOLE SURVEYMONUMENTPROPOSEDGATE VALVE VALVE EXISTING SEWER X ` SEE CWS PLAN EXISTING WATER STORM DRAIN MANN PlVb SAUDLEEXISTING GATE VALVE SCALE: NONE CATCH BASIN W-JPROPOSED FIRE HYDRANT EXISTING STORM DRAIN ASSEMBLY — SEE CWS PLANEXISTING GAS u PROPOSED SEVER MANHOLE EXISTING FIRE HYDRANT PROPOSED t BLO 00��� W � � � ��tt E PHASE UNE EXISTING MANHOLE ASSEMBLY — SEE CWS PLAN Ti ST 4> EASEMENT LEGEND SIZE 03) PROPOSED IRRIGAITON/ACCESS MANHOLE WS UiiLITY: SECTION LETTER 121 PROPOSED IRRIGA11ON JUNCTION BOX.- Ate'"D-DRAIN IR -IRRIGATION '.... Know whars SHEET 04M SECTION IS SHOWN uall before you dig. 1.5-7264 410 .1 0 404 402 400 0 398 6 J 392 390 388 • A 4 ALLENMEIR COURT + --- . K/ i4+c N 88 '14" ,..:- .,,.♦..,. 2.79'# m __...e C3 ,_. Q -� -FO Q- - - _... _.. _,._ _ ... _., ..®_ ��_ v _ _ — — w _. �. _ ©-= EX. P PO ___ _ - v _ .. .. ,c'c,' . _ -= a (T4 BE REMOVED — !!! _ _ Wm _ !� _ _ _ _ _�. _.. _ — _ ..------ _ _ � _ ci _ _ _----------- 9 O ..._ .- _..... sv - _m _ . o. _. = OTHERS e -�-JOH-- _ acs u� �n r� 0, �= _ � _ _ % Z!n d � EX. R f �f . � +' ``+ c °� - �r tea- �',ri � �,,; ci �-- c.' -- � � u� r via ��-, u� ' a. . . i rbc;: M a 1 cri�� ccea 6 '- ,ut j;— # °°toy I,w' LINE TABLE 7 2 2"A 9I lu, TRAu*j � <: ui 0 ci n cn w (4 cn . ccn cn .cna� to ;c -n iAato UNE BEARING DISTANCE QUAIL CREEK ROADML 0 0 w mob, dmh, AL mmm& SEE SHEET 2 Li N '1" W225.12' SN KW L) L2 N 86'20'4W W 13.18' STA. 10+00.00 C.L. T 17+54.85 C.L. I 3 N 875144 W 9891 SCALE.- =HORIZONTAL <1 PUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, 1 5' VERTICAL M. BK 48, PG. 22 L4 N 8 1'44" W 32.06! 15' 'WIDE CITY OF BAKERSFIEID IRRIGATION PIPELINE L5 N BMW W 64.96' EASEMENT PER DOC. No. 0201118720 O.R. 15' WIDE N.O.R.S.D. SEWR EASEMENT PER DOCUMENT No. 0201089312 O.R. 11+ 1+ 1 15+00 16+00 17+00 E #A. TABLE EQEND (-CQNL)*: #1 fa � t. Ba ' JUNCTION BOX UD SH BE ED ON FUTURE GUTTER LIP F.L. FLO NE R RIGHT—OF—WAY TOP +(� �;1NCTItkd BOX r TOP {� MANN C.L. NE M.H./MH MH MANH ELEV. ELEVATION " H SEWER MANHOLE - - --CENTERUNE 2 TOP OF JUNCTION OX SHALL, BE SET BELOW N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE FUTURE IMPROVEMENTS TOA D FUCTS DISTRICT NO. 1 CB CATCH BASIN --- - - PROP STORM DRAIN AND RAISED TO GRADE WITH GRADE RINGS T.O.M. TOP OF MANHOLE GB GRADE LEAK s PROPOSED S - SEE N.O.R.S.D. PLAN INV. INVERT S/W SIDEWALKCONSTRUCT PIPE SADDLE: PER DETAIL ON EL/ELEV. ELEVATION JB JUNCTION BOX w PROPOSED WA — SEE CWS PLAN SHEET 2 AT LOCATIONS OF CROSSING PIPES PA PROPERTY UNE D.W.S. DESIGN WATER SURFACE INITH CLEARANCE LESS THAN 12" E.P. EDGE OF PAVEMENT XRW RIGHT—OF—WAY PROPOSED IRRIGATION EX. ST: STING CWS CALIFORNIA WATER SERVICE TRACT BOUNDARY C/G CURB & GUTTER K.C.D.S. KERN COUNTY DEVELOPMENT MENT IR IRRIGATION STANDARD EXISTING IRRIGATION T.O.B. TOP OF JUNCTION BOX T.O.M. TOP OF MANHOLE SUR MONUMENT s PR GATS VALVE & VALVE _. EXISTING R BOX — SEE CWS PLANEXISTING WATER STORM DRAIN MANHOLE EXISTING GATE VALVE CATCH BASINEXISTING PROP FIRE HYDRANT STORM DRAIN I ASSEMBLY — SEE CWS PLAN EXISTING GAS PROPOSED SEWER MANHOLE EXISTING FIRE HYDRANT .Ila EXISTING S MANHOLE PREF 2" BLOWOFFu,- �r .e: -.� _ .r �. . u, ,. MPHASE UNE ASSEMBLY — SEE CWS PLAN EXISTING STORM DRAIN MANHOLE EASEMENT LEGEND er /—PIPE SIZE PROPOSED IRRIGATION/ACCESS MANHOLE 80S U TY SECTION LETTER J PROPOSED IRRIGATION CT BOX G --G S ER D -DRAIN IR—IRRIGATION 2 SHEET WHERE SECTION IS SHOWN ;amu TABLE I# N� Ilq, � � NI 14 p �♦ I g � i I i ;amu 1.5-7264 I i i i 4 • I .Ila er it i 1.5-7264