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HomeMy WebLinkAbout6.5-248 Record DrawingLIST OF DRAWINGS SHEE T I TI TL E SHEE T SHEET 2 PLANTING PLAN SHEET 3 PLANTING PLAN SHEE T 4 IRRIGATION PLA N SHEE T 5 I RRI GA TION PLAN SHEET 6 GENERAL NOTES AND LEGENDS SHEET 7 DETAILS BENCHMARK MONUMEN T A T THE IN TERSEC TION OF WA TTS DRI VE AND MADISON STREET. ELEVA TION 3 76. 76 BASIS OF..., BEA RING CEN TERLINE WA TTS DRI VE FROM A MONUMEN T A T SHOR T S TREE T A L ONG WA TTS DRI VE TO A MONUMEN T A T THE CENTER LINES OF BOTH WATTS DRIVE AND MADISON S TREE T CONVENTIONAL SYMBOLS CITY OO F BA : ERSFIELD LANDSCAPE IMPROVEMENTS WA TTS DRI VE A ND MA DIS ON S TREE T —EASEMENT — — — — — _ — EXIST. CURB & CUTTER -- RIGHT-OF-WAY --------------- EXIST. A.C. FLOWLINE CENTERLINE EXIST EDGE OF PA VEMEN T RAILROAD TRACKS GUARD RAIL x CHAIN LINK FENCE IMPRO VEMEN TS UTILITY SYMBOLS W SEWER LINE — EXIST WATER LINE STORM DRAIN G UNDERGROUND EXIST GAS LINE EXIST OH PHONE LINE EXIST AERIAL FIBER OPTIC LINE G.V. �� � LINES Tv {b EXIS T UNDERGROUND E0— A U TO SCOPE © TV CABLES 0 EXIST OIL LINE APPROVED BY: M.H. 0 MANHOLE P.P. ONE ■a■111111111ppMI1I11111111Ml1 ■� -■- ■ , POWER POLE ® EXISTING MONUMEN T PUBLIC WORKS DIRECTOR'S 3l•GT� W FU TUBE MONUMEN T S.L. O 3::� STREET LIGHT o­_� ASSISTANT PUBLIC WORKS DIRECTOR D TE STREET LIGHT W/MAST ARM C.O. 0 • ♦ CLEAN OUT S SD C L_ T FO �„1F. H. �J` FIRE H YDRAN T EXIST SEWER LINE EXIST STORM DRAIN EXIST UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE W.M. •' /ii �- :'-��:�J O WATER METER W.V. Da WATER VALVE G.M. ® GA S ME TER G.V. �� � Da GAS VALVE {b BENCHMARK E0— A U TO SCOPE © PRE— EMP TION DEVICE !.—_- •' /ii �- :'-��:�J ����1���1�� �i ������ ��� �rf�i�■�2�r.— re D3 Wei Is Of's :�� �1Ztil;Slaw Irr♦`� *� �� � t a1 kill Q APPROVED BY: wnrw�rrt�r�■s.�y�Y!■I!■0 ■■ ONE ■a■111111111ppMI1I11111111Ml1 ■� ■ , W R UL M. ROJAS, R.C.E. 39800, EXPIRES -•31, DATE PUBLIC WORKS DIRECTOR'S 3l•GT� W M APPROVAL RECOMMENDED BY: O C ASSISTANT PUBLIC WORKS DIRECTOR D TE • ♦ 111"IS■■■■h jICs ■ ■ ' �■ CIVIL ENGINEER IV DESIG ENGINEERING DATE :: �■ �p '.-� �,,, 11...E■■ EN ■� ■ � --- ___--- NON r■. .�� Elf IN � �I•Il :��■�r�i■■11 .. sir -- ,� ��i.�■i�1� ���. � . �r�,�_ moi. . �, ������ EH Uri Mi i �� SIE' milli • . •. .',;T. 3 1 SLIM ' ' . ■■r��ir .■ ���rvin— Edison LOCATION MAP NOT TO SCALE KEY MAP I "=500' W FE Job No.: P8K117 File Path: K: \LDD-ENGINEERING\P8K117-Watts Fence File Name: 1.dwg & Auro �Oo i " `A SACRAMENTO • (MITT 07 `SAN FRANCISCO C r0 FRESNO •LOS ANGELES k SAN DIEGO STATE OF CALIFORNIA NO TE. THE CON TRA TOR MUST POSSESS THE FOLL 0 WING ap VALID LICENSEES: CL CL4SS OR C-,27 uuj ' NO TE: THE CON TRA (_" TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-8 0-642-2444, 48 HOURS PRIOR TO EXCA VA TION. � 6` F PROJECT LENGTH Q QRpFESSlON iD AN G-) W� �rri 0-1 C 46803 * ExP.6-30- s�9TF CIVIL OF CAL �3 0.26 MILES ro� vJ t a1 Q APPROVED BY: & Auro �Oo i " `A SACRAMENTO • (MITT 07 `SAN FRANCISCO C r0 FRESNO •LOS ANGELES k SAN DIEGO STATE OF CALIFORNIA NO TE. THE CON TRA TOR MUST POSSESS THE FOLL 0 WING ap VALID LICENSEES: CL CL4SS OR C-,27 uuj ' NO TE: THE CON TRA (_" TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-8 0-642-2444, 48 HOURS PRIOR TO EXCA VA TION. � 6` F PROJECT LENGTH Q QRpFESSlON iD AN G-) W� �rri 0-1 C 46803 * ExP.6-30- s�9TF CIVIL OF CAL PUBLIC WORKS OP N MANAGER DATE 7 s-`- PAR S CONS RUCTION AND FACILITIES PLANNER DATE LANDSCAPE IMPROVEMENTS NO 1 OF WATTS DRIVE AND MADISON STREET 7 SHEETS 0 1 2 3 0.26 MILES ro� vJ Q APPROVED BY: W R UL M. ROJAS, R.C.E. 39800, EXPIRES -•31, DATE PUBLIC WORKS DIRECTOR'S 3l•GT� W M APPROVAL RECOMMENDED BY: O C ASSISTANT PUBLIC WORKS DIRECTOR D TE CL CIVIL ENGINEER IV DESIG ENGINEERING DATE Q �p U PUBLIC WORKS OP N MANAGER DATE 7 s-`- PAR S CONS RUCTION AND FACILITIES PLANNER DATE LANDSCAPE IMPROVEMENTS NO 1 OF WATTS DRIVE AND MADISON STREET 7 SHEETS 0 1 2 3 NO I I I EXIS TING SUMP I I -4- 59+00.00 — BAKERSFIELD AIR PARK EXISTING CHAIN LINK FENCE 8.5' WIDE SHRUB BED TYPICAL 6 1 M YO PARV PRO ,c GAL @ 1. OC Q U COM MAH A GAL C� Z 51 OC LAN CAM ROB � �5 GAL @ POC oc MADISON STREET 'f3� TYP/CAL CORNER PLANT/NG NOT TO SCALE MATCH LINE 24+00 PLANT MA T RIAL LIST THIS SHEET 19.6' 62+ 00.0 SYMBOL N) 0& ABBREVIATION BOTANICAL NAME rd co V) COMMON NAME QUAN77TY SIZE COMMENTS • 7501 TRUXTUN AVENUE i d—� MYO PARV PRO MYOPORUM PARVIFOLIUM PROS TRA TUM 134 446- 1 GAL 4"- 5" TALL X 2' SPREAD 1.5' OC .. ® LAN CAM ROB LANTANA CAMARA ROBPA TCOW COWBOY COMPACT LANTANA n 140 16AL 12" TALL X 15" SPREAD 12" OC D TYPICAL va[- 5, MAH AQU COM MAHONIA AQUIFOLIUM COMPACTA' COMPACT ORE60N GRAPE HOLLY 84 1 GAL 2'- 3' TALL X 3' SPREAD 2.5' OC L N LZ TEX 6L0 LI6U57RUN TEXANUM 6L 055 Y PRI VA TE 80 5 6A 6'O.C. PHO FRA RED PHONTINA FRASERI RED LEAF 80 5 GAL G 6'0.C. BOTANICAL NAME COMMON NAME 6-5 . RADIUS .. xn A KOELREUTERIA BIPINNATA GOLDEN RAIN TREE 7 24" BOX N B PIS TACIA 04INEN5I5 CHINESE PISTACHIO 9 24" BOX 4EZ C PRUNUS CERASIFERA 'KRAUTER VESUVIUS' KRAUTER VESUVIUSPURPLELEAFPLUM 8 24" BOX 404 �. .fir u � ,�: ,. s.. ► �, . 9 > �: t MIN 5 12'- 15 21/2" - CONTAINER C FOR 36" BOX 5IN6LE TRUNK TREES TALL FROM TOP OF ROOTBALL f "CAL @ 4'A 90 VE BOTTOM OF 3'- 5' HEAD 6 TOP OF TREE... ����' I I I EXIS TING SUMP I I -4- 59+00.00 — BAKERSFIELD AIR PARK EXISTING CHAIN LINK FENCE 8.5' WIDE SHRUB BED TYPICAL 6 1 M YO PARV PRO ,c GAL @ 1. OC Q U COM MAH A GAL C� Z 51 OC LAN CAM ROB � �5 GAL @ POC oc MADISON STREET 'f3� TYP/CAL CORNER PLANT/NG NOT TO SCALE MATCH LINE 24+00 LIG TEX GLO (TYP.) 6-5 GAL 60+00.00 _ r Q) C TY OF BAKERSFIELD, CALIFORNIA a C 36' 36' �n EXISTING 6' TALL CHAIN L INK FENCE o +15.19 END 40' RADIU 15' 36' B 3.0" TY . B LIG TEX GL0 6-5 GAL 61+00.00 — I (TYP.)A 19.6' 62+ 00.0 \`��, N) 0& 64+00.00 REGISTER D CI VIL EN INEER \\ E D C CRETE C 9 63+00.00 • 7501 TRUXTUN AVENUE i d—� S/DEW ---_ EE q e REVISIONS No. DA TE DESCRIP TION r / / CIL EXISTING CHAIN LINK FENCE TO BE •CONTRACT) D TYPICAL va[- 5, 6' TALL CHAIN LINK FENCE WITH CONCRETENEW - - BACK . N SIDEWALK (NOT IN CONTRACT) o W MADISONSTREET ►s +m Ln .�� 6-5 . RADIUS .:: ooe'v 404 �. .fir u � ,�: ,. s.. ► �, . 9 > �: t a 5^ a I� �j'►.�� :tom=i t L.(..��I���U®���l��t.""`. \� \ ffl all ����r' 1 � <T ��i1�i.�%,. � ' 1 � ! \ 1 ♦ • � � !�l�.' •- � � ` � � +z it ���� =:aj�.. _- ? = • `� • j • ''Rt s .:,�� ;1 ����' > \ giw■..rw err►. rwcwrrrrlrr.rwrrr../' LIG TEX GLO (TYP.) 6-5 GAL 60+00.00 _ r Q) C TY OF BAKERSFIELD, CALIFORNIA a C 36' 36' �n EXISTING 6' TALL CHAIN L INK FENCE o +15.19 END 40' RADIU 15' 36' B 3.0" TY . B LIG TEX GL0 6-5 GAL 61+00.00 — I (TYP.)A 19.6' 62+ 00.0 ti B °j _ O 0 PI: 63+00.36 Q) N) 0& 64+00.00 REGISTER D CI VIL EN INEER E D C CRETE C 9 63+00.00 .26+09.67 7501 TRUXTUN AVENUE I S/DEW ---_ EE q e REVISIONS No. DA TE DESCRIP TION U o / / CIL — 8' WIDE SHR U D TYPICAL � N o W MADISONSTREET +m .�� File Nome: P8K117 Drown: J. FREEMAN/D. HOGGA T I PUBLIC WORKS DEPARTMENT Job No.: P8K117 Pork Londcope Designer- D.HOGGATT Dote: 2/3/09 Checked By kB &I hzq C EX G DRIVE Y TO BE DEMOLI NO REMOVED. COQ NSA C T €:�� SIDE WALK S /ON IN PLAC F EFTS TING. 36' 1 36' i 136' -EX. 10.7' SIDE WALK Rpj ,;�4TI 0 SCALE: I"=70' 7"=70' �-_(a W�+ 0 41 L k =1f 0�` JCC oZ C. Z Z � 1 a l r rN of skr A It r W PHO FRA RED TYP.) Wck 5 C0'rl l e n ue j 6-5 GAL j�, 36' 36 36' norl V CkIOr [\� lloli Son �lrcct 65+00.00 4-- — — SCALE: 7 "=30' PLANT/NG PLAN Ik0 (T - 5 GAL 66+00.00 LANDSCAPE IMPROVEMENTS WATTS DRIVE AND MADISON STREET C C 67+00.00 — i SHEE T NO. 30F7 2 3 QRpFESS/pNq DEAN R �, REGISTER D CI VIL EN INEER C 46803 * Exp. 6 -30 - CI TY OF BAKERSFIELD 9T C/vk 7501 TRUXTUN AVENUE F OF CA��F� BAKERSFIELD, CA 9,3,301 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / ,;�4TI 0 SCALE: I"=70' 7"=70' �-_(a W�+ 0 41 L k =1f 0�` JCC oZ C. Z Z � 1 a l r rN of skr A It r W PHO FRA RED TYP.) Wck 5 C0'rl l e n ue j 6-5 GAL j�, 36' 36 36' norl V CkIOr [\� lloli Son �lrcct 65+00.00 4-- — — SCALE: 7 "=30' PLANT/NG PLAN Ik0 (T - 5 GAL 66+00.00 LANDSCAPE IMPROVEMENTS WATTS DRIVE AND MADISON STREET C C 67+00.00 — i SHEE T NO. 30F7 2 3 G 122 _ 7R 2-1.0 GAL PER MTN BUBBLERS PER TREE G gpm 14-00.00 INSTALL END CAP WITH CONCRETE THRUST BLOCK ON 2 " IRRIGA TION MAIN LINE INSTALL 6 EXTRA IRRIGA TION CONTROL WIRES AND 2 COMMON FOR FUTURE EXPANSION 112,' 1" Q.C. V. 80 A 1/4„ NEW STRIP SPRAYS TAT,-;" GPM STRIP SPRAYS 22 X 1.38 =30.36 GPM 1"4 `3/4" 1/2" .41 3/4 GAS G � + o. oo WATTS DR � Vc)7Eu 1/2",l \, 3/4" 314"J \� 1" 95 1" Q.C. V. G G RUS BUBBLERS 0.00 2H5 GAL PER MIN BUBBLERS PER SHRUB �� 80 2 2 SCH 4V PVC IRRIGA TION MAIN LINE 15 100 lw- 1 1/2" 1/2'._ 3;14't (-1-1/4`^i 1'1 1`1 l3/4" 314 j X1/2" t, 1/2", 1/2' Tv NOTE: ALL BUBBLERS REINSTALL ON 6 " FL EXA 8L E RISER WITH TOP OF 9 U99 E Z5 A T 6" ABOVE FINISH GRADE. ALL 6" FLEXABL 9 RISERS ARE CONNECTED TO A 12" 50-140 PVC RISER. ALL 12" SCH 40 VC RISER ARE CONNECTED TO CLASS 200 PVC LA TERALS. NEW STRIP SPRAYS C 1.5" GM STRIP SPRAYS 25 X 1.38 =34.50 GPM O 1 _ 00 ui 66 — °' J 0 0 N N o „lb 3/4„ v Tv co 4 i W Z W 0 112"17314" 3/4"/ `1„ i 1„ 1-114" ' .l l.--1„ W.V. M W 112", TV 19+00.00 I- LCA OF BAKERSFIELD, 1" ,/ \ 314" 314",/ \,I/2 M _. 20+00.00 --- TV — __ _ — - __ TV 34 NEW STRIP SPRAYS GPM STRIP SPRAYS 19 X L38 =26.22 GPM 1/21 / 7 \,112" 1/2"J 3/4" 314",)-'\ ill 1"Q.C.V. W WATTS DRI ME C. V ,314" 31411, TV TV SCALE: 1 "=20' NEW STRIP SPRAYS GM STRIP SPRAYS 25 X 1.38 =34.50 GPM 2 17+00.00 i- 1/2`; .J14" 3/4': 71" 3/4" 3/411/ ",1/2" 1" Q\C. V. 0 G W J Q l m 11,1 ,1-114" Tv - _ _ _ Tv - _- TV NEW STRIP SPRAYS 1.5" GM STRIP SPRAYS 25 X 1.38 =34.50 GPM 1/2" .TRRI6A TION L E6END: SYMBOL siz F MANUFACTURE MODEL # COMMENTS 2" 2" WATER METER INSTALL BY CAL WATER SERVICES FIELD LOCA TE AS DIRECTED ® 2" 2" FESCO BACKFLOW UNIT FEBCO MODEL# 825Y " ® 245T TION 24 5 T TION IRRIGA TION CONTROL CLOCK ESP 24MC-KCP/C5A-7158-2255 " 2 112 "SCH 40 PVC MAIN LINE TO MEDIAN ~ ~ ~ ~ 1114" SCH 40 PVC CONDUIT FOR IRRIGA TION CONTROL WIRES 1-1" CV LOCATE 1" QVC 44-LRC/TST-I8 100' ON CENTER AS SHOWN 1" REMOTE CONTROL VALVE RAINBIRD PED SERIES �-- RAINBIRD BUBBLER MODEL # 1402.5 GALLON PER MINUTE RAINBIRD MOD # 1402 RAINBIRD BUBBLER MODEL # 14041.0 GALLON PER MINUTE RAINBIRD MOD # 1404 NOTE: ALL BUBBLERS REINSTALL ON 6 " FL EXA 8L E RISER WITH TOP OF 9 U99 E Z5 A T 6" ABOVE FINISH GRADE. ALL 6" FLEXABL 9 RISERS ARE CONNECTED TO A 12" 50-140 PVC RISER. ALL 12" SCH 40 VC RISER ARE CONNECTED TO CLASS 200 PVC LA TERALS. NEW STRIP SPRAYS C 1.5" GM STRIP SPRAYS 25 X 1.38 =34.50 GPM O 1 _ 00 ui 66 — °' J 0 0 N N o „lb 3/4„ v Tv co 4 i W Z W 0 112"17314" 3/4"/ `1„ i 1„ 1-114" ' .l l.--1„ W.V. M W 112", TV 19+00.00 I- LCA OF BAKERSFIELD, 1" ,/ \ 314" 314",/ \,I/2 M _. 20+00.00 --- TV — __ _ — - __ TV 34 NEW STRIP SPRAYS GPM STRIP SPRAYS 19 X L38 =26.22 GPM 1/21 / 7 \,112" 1/2"J 3/4" 314",)-'\ ill 1"Q.C.V. W WATTS DRI ME C. V ,314" 31411, TV TV SCALE: 1 "=20' NEW STRIP SPRAYS GM STRIP SPRAYS 25 X 1.38 =34.50 GPM 2 17+00.00 i- 1/2`; .J14" 3/4': 71" 3/4" 3/411/ ",1/2" 1" Q\C. V. 0 G W J Q l m 11,1 ,1-114" Tv - _ _ _ Tv - _- TV NEW STRIP SPRAYS 1.5" GM STRIP SPRAYS 25 X 1.38 =34.50 GPM 1/2" QRpFESSION CAN ,pq� ) REGISTERED CI VI L ELIGILI C 46803 * Exp. 6-30– r* CITY OF BAKERSFIELD q CIVIL 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION � 6 rz4roy G�'os'riny LV�1Ys ,D✓iy. �� sfG, `-¢f41, 1, �xtcyd sa"V'�4r,4c� 2 /2�%oy add o e W / , c oh -hr a / /v -v Dov x� sial/ /rv�ahlsA ,tic,;4 11A �� /a,��/.i /%�•er i��oroge 671e.cva utidcr �f-Jv�wai' SA 47I m a ti Z V) Z 1/2" 1/2" 1/211 1/2" 1/2" 314" 3/4" 1" 11"Q.C.V. Z0 IRRIGA TION CONTROL WI 1„ W 6 3" SCH 40 PVC IRRIGA TIO O gpm TREE_BUBBLERS 2-1.0 GAL PER MIN BUBBLERS PER TREE N - 24f � i Z J Z 3" SCH 40 PVCIRRIGA TION iffLINE IRRIGA TION CO%VVOL 11x2'5 1112" �1„ ,3/4" TV _ _ TV 1 I 25 X 1.38 =34.50 GPM TREE BUBBLERS 2-1.0 GAL PER MIN BUBBLERS PER TREE File Nome: P8K117 Drawn: J.FREEMAN/D.HOGGAT7 CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P8K 117 Park L andccpe Designer- D. HOGGA TT Date: 21J109 Checked By IRRIGA TION PLAN LANDSCAPE IMPROVEMENTS WATTS DRIVE AND MADISON STREET �, S- a 4.B X SHEET NO. 4 OF 6 — 1 2 3 'k QRpFESSION CAN ,pq� ) REGISTERED CI VI L ELIGILI C 46803 * Exp. 6-30– r* CITY OF BAKERSFIELD q CIVIL 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION � 6 rz4roy G�'os'riny LV�1Ys ,D✓iy. �� sfG, `-¢f41, 1, �xtcyd sa"V'�4r,4c� 2 /2�%oy add o e W / , c oh -hr a / /v -v Dov x� sial/ /rv�ahlsA ,tic,;4 11A �� /a,��/.i /%�•er i��oroge 671e.cva utidcr �f-Jv�wai' SA 47I m a ti Z V) Z 1/2" 1/2" 1/211 1/2" 1/2" 314" 3/4" 1" 11"Q.C.V. Z0 IRRIGA TION CONTROL WI 1„ W 6 3" SCH 40 PVC IRRIGA TIO O gpm TREE_BUBBLERS 2-1.0 GAL PER MIN BUBBLERS PER TREE N - 24f � i Z J Z 3" SCH 40 PVCIRRIGA TION iffLINE IRRIGA TION CO%VVOL 11x2'5 1112" �1„ ,3/4" TV _ _ TV 1 I 25 X 1.38 =34.50 GPM TREE BUBBLERS 2-1.0 GAL PER MIN BUBBLERS PER TREE File Nome: P8K117 Drawn: J.FREEMAN/D.HOGGAT7 CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P8K 117 Park L andccpe Designer- D. HOGGA TT Date: 21J109 Checked By IRRIGA TION PLAN LANDSCAPE IMPROVEMENTS WATTS DRIVE AND MADISON STREET �, S- a 4.B X SHEET NO. 4 OF 6 — 1 2 3 1/2." 1/2"3/4" 122 --TREE BUBBLERS 2-1.0 GAL PER MIN BUBBLERS PER TREE G G _qpm 14+00.00 INSTALL END CAP WITH CONCRETE THRUST BLOCK ON 2112 " IRRIGA TION MAINLINE INSTALL 6 EXTRA IRRIGA TION CONTROL WIRES AND 2 COMMON FOR FUTURE EXPANSION NEW 5TRIP SPRAYS �1 1.5" GPM STRIP SPRAYS (22 X 1.38 =30.36 GPM 1/2"1 X1/2" 112"" \, 3/4" 13/4"J \ 1" 95 1" Q.C. V. G - G 11+00.00 1 WATTS DR/1VF=-u-,0. 00 SHRUB BUBBLERS 2- 5 GAL PER MIN BUBBLERS PER SHRUB 2" SCH 80 SLEEVE 1 " SCH 40 LA TER L LINE TO TREE 115 s u ,cc TV NOTE ALL BUBBLERS AM-- INSTALL ON 6 " FLEXABLE RISER WITH TOP OF BUBBLER AT 6"ABOVE FINISH GRADE. ALL 6" FLEXABLE RISERS ARE CONNECTED TO A 12" SCH 40 PVC RISER. ALL 12" SCH 40 PV 7 RISER ARE CONNECTED TO CLASS 200 PVC LA TERALS. I I Z W O W 00 CdC o �. 0 N N � Q - 6� — a lb Q) z R 0-s C� Z W W EO I-, J3/4" --- TV 3 C/ G 1/2"/73/4" 1" Q.C. V. !h I" 1/2' TV NEW STRIP SPRAYS C 1.5" GM STRIP SPRAYS 25 X 1.38 =34.50 GPM 1-1/4' v. V- _, w . G 19+00.00 CL 1/2" .- TV TV 34 NEW STRIP SPRAYS 1.5" GPM STRIP SPRAYS 19 X 1.38 =26.22 GPM 1", 3/4" 314"J X1/2" 112",,l 7- `1/2" 1" Q.C. V. __ ww —_. G 20+00.00 TV 0 Rq m SCALE 1 "=20' TV NEW STRIP SPRAYS B 1.5" GM STRIP SPRAYS 25 X 1.38 =34.50 GPM 17+00.00 I- 1/2" 3/ 3/4" G 7 3/4" 3/4"�/ X1/2" 1"Q.C.V. O G Lu 18f Z Q TV _ _ - __ -- TV NEW STRIP SPRAYS 1.5" 34.50 GPM STRIP SPRAYS 25 X 1.38 =34.50 GPM EAST 450' MEASURED FROM WATTS DRIVE CENTER LINE MADISON A VE. NO TREES BEYOND THIS POINT I 2" SCH 40 P l IRRIGA TION MAINLINE H , 0 PVC IRRIGA TION MAIN LINE File Name: P8K117 OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P8K 117 Dote: 2/3/09 IQQI6A TION L E6END: SYMBOL SIZE MANUFACTURE MODEL # COMMENTS M 2" q7 CIVIL 2" WA TER METER INSTALL BY CAL WA TER SERVICES ��\P F OF CA��F� FIELD LOCA TE A5 DIRECTED ® 2" No. 2" FEBCO BACKFLOW UNIT FEBCO MODEL# 825Y " ® 24 5 T T 7ON 24 5 T TION IRRIGA TION CONTROL CLOCK ESP 24MC-KCP/C5A-7/58-2255 3 21/2" SCH 40 PVC MAINLINE TO MEDIAN 1114" SCH 40 PVC CONDUIT FOR IRRIGA TION CONTROL WIRES " 1-1" QC LOCATE 1" QVC 44-LRC/TST-18 100' ON CENTER AS SHOWN 1" REMOTE CONTROL VALVE RAINBIRD PED SERIES �- RAINBIRD BUBBLER MODEL # 1402.5 GALLON PER MINUTE RAINBIRD MOD # 1402 RAINBIRD BUBBLER MODEL # 14041.0 GALLON PER MINUTE RAINBIRD MOD # 1404 NOTE ALL BUBBLERS AM-- INSTALL ON 6 " FLEXABLE RISER WITH TOP OF BUBBLER AT 6"ABOVE FINISH GRADE. ALL 6" FLEXABLE RISERS ARE CONNECTED TO A 12" SCH 40 PVC RISER. ALL 12" SCH 40 PV 7 RISER ARE CONNECTED TO CLASS 200 PVC LA TERALS. I I Z W O W 00 CdC o �. 0 N N � Q - 6� — a lb Q) z R 0-s C� Z W W EO I-, J3/4" --- TV 3 C/ G 1/2"/73/4" 1" Q.C. V. !h I" 1/2' TV NEW STRIP SPRAYS C 1.5" GM STRIP SPRAYS 25 X 1.38 =34.50 GPM 1-1/4' v. V- _, w . G 19+00.00 CL 1/2" .- TV TV 34 NEW STRIP SPRAYS 1.5" GPM STRIP SPRAYS 19 X 1.38 =26.22 GPM 1", 3/4" 314"J X1/2" 112",,l 7- `1/2" 1" Q.C. V. __ ww —_. G 20+00.00 TV 0 Rq m SCALE 1 "=20' TV NEW STRIP SPRAYS B 1.5" GM STRIP SPRAYS 25 X 1.38 =34.50 GPM 17+00.00 I- 1/2" 3/ 3/4" G 7 3/4" 3/4"�/ X1/2" 1"Q.C.V. O G Lu 18f Z Q TV _ _ - __ -- TV NEW STRIP SPRAYS 1.5" 34.50 GPM STRIP SPRAYS 25 X 1.38 =34.50 GPM EAST 450' MEASURED FROM WATTS DRIVE CENTER LINE MADISON A VE. NO TREES BEYOND THIS POINT I 2" SCH 40 P l IRRIGA TION MAINLINE H , 0 PVC IRRIGA TION MAIN LINE File Name: P8K117 OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P8K 117 Dote: 2/3/09 5471 U tA! 1 Pr z � P 2 12" 1/2" 1/2" 1/2" 3/4" 3/4,,7-71'- 1' 1"Q.C.V. Z0 IRRIGA TION CONTROL WI 1 „ 3" 50-140 PVC IRRIGA TIO 0 6 gpm � G BUBBLERS G 2-1.0 GAL PER MIN BUBBLERS PER TREE N 24+ W 3" SCH 40 PVC IRRIGA TION 1" LINEIRRIGATION CO%VVOL it/Z" 1 3/4" TV —A---- TV 1 \ lv GPM 9p I STRIP SPRAYS 25 X 1.38 =34.50 GPM TREE BUBBLERS 2-1.0 GAL PER MIN BUBBLERS PER TREE Drown: J. FREEMAN/D. HOGGA T7 Pork tGndcope Designer D.HOGGATT Checked By /RR/GA TION PLAN LANDSCAPE IMPROVEMENTS WATTS DRIVE AND MADISON STREET SHEE T NO. 4 OF 6 1r 2 3 QRpFESS70Nq F� pEAN REGISTERED CIVIL E1 � C 46803 * Exp. 6-30--U-.-,.T CITY OF BAKERSFIELD q7 CIVIL 1501 TRUXTUN AVENUE ��\P F OF CA��F� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 / / 3 / / 5471 U tA! 1 Pr z � P 2 12" 1/2" 1/2" 1/2" 3/4" 3/4,,7-71'- 1' 1"Q.C.V. Z0 IRRIGA TION CONTROL WI 1 „ 3" 50-140 PVC IRRIGA TIO 0 6 gpm � G BUBBLERS G 2-1.0 GAL PER MIN BUBBLERS PER TREE N 24+ W 3" SCH 40 PVC IRRIGA TION 1" LINEIRRIGATION CO%VVOL it/Z" 1 3/4" TV —A---- TV 1 \ lv GPM 9p I STRIP SPRAYS 25 X 1.38 =34.50 GPM TREE BUBBLERS 2-1.0 GAL PER MIN BUBBLERS PER TREE Drown: J. FREEMAN/D. HOGGA T7 Pork tGndcope Designer D.HOGGATT Checked By /RR/GA TION PLAN LANDSCAPE IMPROVEMENTS WATTS DRIVE AND MADISON STREET SHEE T NO. 4 OF 6 1r 2 3 0 O O E M T H LINE 24+00 y O O n � 0 W O W H A ti A n I < ~ O 4 I N� O � __Zj A C ~I o N R UND CO ER N I � o uj I gpm �. SHRUBS NEW STRIP SPRAYS P STRIP SPRA 21 X 1.38= 26 TREE bubblers 2- .5 yol per min bubbler irr N 30 k gpm N MATCH LINE 24+00 E;r eRpFESS/ON pEAN REGISTERED C10,L EN NEER C 46803 * Exp. 6-30-1 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qT C���� BAKERSFIELD, CA 93301 F OF CAU�F� REVISIONS No. DA TE DESCRIP TION 1 / / 2 ,371 — — O A y O 70 H 'JRN INSTAL NEW �Y r R 3/4" m INSTAL NEW O ti POWE1 PEDESTAL � Z~ O uj 1, I " A p r ROt t� �1 O y O O n � 0 W O W H A ti A n I < ~ O 4 I N� O � __Zj A C ~I o N R UND CO ER N I � o uj I gpm �. SHRUBS NEW STRIP SPRAYS P STRIP SPRA 21 X 1.38= 26 TREE bubblers 2- .5 yol per min bubbler irr N 30 k gpm N MATCH LINE 24+00 E;r eRpFESS/ON pEAN REGISTERED C10,L EN NEER C 46803 * Exp. 6-30-1 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qT C���� BAKERSFIELD, CA 93301 F OF CAU�F� REVISIONS No. DA TE DESCRIP TION 1 / / 2 ,371 — — O 1 y O 70 H 'JRN INSTAL NEW a R 3/4" m INSTAL NEW O ti POWE1 PEDESTAL � Z~ O uj — ZA I " A p r ROt 2 112 " SCH 40 PVC MAIN LINE TO MEDIAN \ " wV i ,J 6 D. - - L6 z 21/2" MAINLINE SCH. a.>— Qv A o P: 26+09,67 W Z EXISTING C� POWER POLE W � i 0 1/4" I 6+00.00 INSTALL NEW 3" CONDUIT TO NEW POWER PEDESTAL INSTALL NEW PULL BOX w It vi. Q.C.�. _3/4" 112" NEW STRIP SPRAYS C TY OF BAKERSFIELD, CALIFORNIA BUBBLERS 112" 1/2" 1 1/2" I Ir j '\-1" Qf. V II IL2rr i" �2" 3/4" 314" �„ 1,r 1/4„ NEW STRIP SPRAYS �V ��._ w GPM 15X1.38=20.70 65+00.00 MADISO w \ 27.60 / w 16XL38=27.60 N STREET 66+0C �- PUBLIC WORKS DEPARTMENT 's sp(xCkrn3 Of dreg by6lCrL anal S ,c-Cky he CJ S w'CAL +a taFir 4 Bop- �eajlr' 66Aortk Street 1/2" File Nome. P8K117 Job No.: P8K117 Dote: 2/3/09 SYMBOL I 1 y COMMENTS /2rr � 1/2"o INSTAL NEW a PULL B X 3/4" m INSTAL NEW + POWE1 PEDESTAL � " O 31 � 5-1 I " 11 � I \ " wV i ,J 6 D. - - L6 z 21/2" MAINLINE SCH. a.>— Qv A o P: 26+09,67 W Z EXISTING C� POWER POLE W � i 0 1/4" I 6+00.00 INSTALL NEW 3" CONDUIT TO NEW POWER PEDESTAL INSTALL NEW PULL BOX w It vi. Q.C.�. _3/4" 112" NEW STRIP SPRAYS C TY OF BAKERSFIELD, CALIFORNIA BUBBLERS 112" 1/2" 1 1/2" I Ir j '\-1" Qf. V II IL2rr i" �2" 3/4" 314" �„ 1,r 1/4„ NEW STRIP SPRAYS �V ��._ w GPM 15X1.38=20.70 65+00.00 MADISO w \ 27.60 / w 16XL38=27.60 N STREET 66+0C �- PUBLIC WORKS DEPARTMENT 's sp(xCkrn3 Of dreg by6lCrL anal S ,c-Cky he CJ S w'CAL +a taFir 4 Bop- �eajlr' 66Aortk Street 1/2" File Nome. P8K117 Job No.: P8K117 Dote: 2/3/09 �wmw rl. SCALE: 1 "=20' IAQL9A TION L E6END: SYMBOL I C N,� COMMENTS M 2" 2" WA TER METER INSTALL BY CAL WA TER SER VICES v N ® + 2" FEBCO BACKFLOW UNIT FEBCO MODEL# 825Y " O n O" ESP 24MC-KCP/CSA-7158-2255 " 2 112 " SCH 40 PVC MAIN LINE TO MEDIAN O �wmw rl. SCALE: 1 "=20' IAQL9A TION L E6END: SYMBOL SIZE MANUFACTURE MODEL # COMMENTS M 2" 2" WA TER METER INSTALL BY CAL WA TER SER VICES FIELD LOCA TE AS DIRECTED ® 2" 2" FEBCO BACKFLOW UNIT FEBCO MODEL# 825Y " ® 24 STA TION 24 5 T TION IRRIGA TION CONTROL CLOCK ESP 24MC-KCP/CSA-7158-2255 " 2 112 " SCH 40 PVC MAIN LINE TO MEDIAN 1114" SCH 40 PVC CONDUIT FOR IRRIGA TION CONTROL WIRES " 1-1" QCV LOCATE 1" QVC 44-LRC/T5J-I8 100' ON CENTER AS SHOWN 1" REMOTE CONTROL VALVE RAINBIRD PED SERIES �-- RAINBIRD BUBBLER MODEL # 1402.5 GALLON PER MINUTE RAINBIRD MOD # 1402 RAINBIRD BUBBLER MODEL # 14041, 0 GALLON PER MINUTE RAINBIRD MOD # 1404 DTE: ALL BUBBLERS ARE INSTALL ON A 6" FLEXABLE RISER WITH TOP OF BUBBLERS A T6" ABOVE FINISH GRADE. ALL 6" FLEXABLE RISERS ARE CONNECTED TO A 12" SCH 40 PVC RISER. ALL 12" SCH 40 PVC RISER ARE CONNECTED TO CLA55 200 PVC LA TERALS. w 67+00.00 INSTALL END CAP WITH GA TE VAL VE ON 21/2 " IRRIGA TION MAIN LINE INSTALL 6 EXTRA IRRIGA TION CONTROL WIRES Ma -SPA RE WIRES AND 2 COMMON FOR Oro wn: J. FREEMAN/D. HOGGA T7 Park Landcape Designer. •D.HOGGATT Checked By.- SCALE: 1 "=20' /RR/GAT/ON PLAN LANDSCAPE IMPROVEMENTS WATTS DR/VE AND MAD/SON STREEI SHEET NO. 5OF7 1 2 3 GENERAL NOTES: N LEGEND SYMBOL 1. SET TOP OF ROOT BALL OF TREE 2" BELOW TOP OF PLANTER RING.. MANUFACTURER MODEL 2. PLACE 2" LA YER COMPOS T ON TOP OF ROO T BALL WI TH NOZ. PATTERN. FINISH GRADE OF COMPOST EVEN WITH TOP OF PLANTER RING GPM RAD./DIA. 3. ALL TREES SHALL BE REVIEWED AND APPR O VED BY CI TY PARKS DI VISION O 75 A T THE GROWERS SITE PRIOR TO SHIPMENT. 1806 -SAM -PRS LOW ANGLE SPRA Y ANY AND ALL TREES DELIVERED TO THE PROJECT SITE WITHOUT 1/3 RD 30 REVIEW AND APPROVAL BY CITY A T THE GROWERS SITE WILL NOT BE ACCEPTED. ADJUST AS REQ UIRED 4. ALL TREES SHALL BE INS TALLED IN A VER TICAL P05I TION, 75 RAINBIRD 5. ALL PLANTINGS SHALL BE WA TERED THOROUGHL Y AFTER PLANTING. LOW ANGLE SPRAY U -IDT 6. CONTRACTOR SHALL BE RESPONSIBLE .FOR ALL PLANT SUR VI VAL UNTIL THE 30 .55 ENTIRE LANDSCAPE PLANTING HAS BEEN ACCEPTED BY THE CITY PARKS DIVISION. REQUIRED 7. ANY AND ALL CHANGES TO THE LANDSCAPE PLAN SHALL BE REVIEWED 21 RAINBIRD AND APPROVED BY THE CITY ENGINEER IN WRITING BEFORE IMPLEMENTA TION BUBBLER (TREES) TREE S TD. 8. ALL TREES SHALL BE PLANTED IN ACCORDANCE TO CITY STANDARD LANDSCAPE 30 .5 AND IRRIGA TION DETAILS EXCEPT A5 NOTED. RE UIRED 9. THIS LANDSCAPE PLANTING PROJECT WILL BE WATERED VIA ANA UTOMA TIC IRRIGA TION SYSTEM. MO RE = JQ OVE ALL NURSERY TREE STAKES PRIOR TO PLAN77NO TREES PER C.O.B. STANDARDS. 10. PRE IRRIGA TE PLANTER AREA A T LEAST 24 HOURS PRIOR TO PLANTING Q J� 3 W NOTE: USE 1812-5AM-PR5 SERIES IN LANTANA PLANTING BEDS, TO OBTAIN MOISTURE A T LEAST 24" DEPTH. V GA T/O 11. PLACE IN CENTER OF TREE WELL /R 7 N LEGEND SYMBOL QUANTI MANUFACTURER MODEL HEAD TYPE NOZ. PATTERN. PSI GPM RAD./DIA. REMARKS O 75 RAINBIRD 1806 -SAM -PRS LOW ANGLE SPRA Y U -IDT 1/3 RD 30 .55 ADJUST AS REQ UIRED 75 RAINBIRD 1812-5AM-PR5 LOW ANGLE SPRAY U -IDT 1/3 RD 30 .55 A DJU5T A 5 REQUIRED O 21 RAINBIRD tRW5-B602 BUBBLER (TREES) TREE S TD. I H 30 .5 A DJUS T A S RE UIRED NOTE: USE 1812-5AM-PR5 SERIES IN LANTANA PLANTING BEDS, NOTE- USE 1806-5AM-PR5 SERIES IN ALL OTHER PLANTING BEDS. Q IRRIGA TION EQUIPMENT LEGEND SYMBOL MANUFACTURER MODEL NSTALL BY CAL WA TER SER. 8ESCO 825Y RP F /CLosvRE SBBC 455s 0RAINBIRD RAINBIRD ESPMC-124 TRON69OX SB -2255 TOP LOAD W CSA24 i AINBIRD 44LRC(6 ") 2- PIECE BODY RAINBIRD PEG W UIDY TAGS 2" SCH. 80 P. V. C. SCH, 40 P. V. C. (VARIES) CHRI57-Y B16BOX CHRI5TY 816 BOX 7" c /wU All 171 C/' 0"11A I f% I /T T DESCRIPTION 2" WATER METER WIPOLAR PARKA BACKFL0 W UNI T FREEZE BLANKET IRRIGA TION CLOCK ENCLOSURE 1" QUICK COUPLER IRRIGA TION MAINLINE IRRIGA TION LA TERALS REMOTE CONTROL VAL VES CONCRETE VALVE CONCRETE VALVE SIZE I QUAD �0 00 �0 IRRIGA TION EQUIPMENT LEGEND SYMBOL MANUFACTURER MODEL NSTALL BY CAL WA TER SER. 8ESCO 825Y RP F /CLosvRE SBBC 455s 0RAINBIRD RAINBIRD ESPMC-124 TRON69OX SB -2255 TOP LOAD W CSA24 i AINBIRD 44LRC(6 ") 2- PIECE BODY RAINBIRD PEG W UIDY TAGS 2" SCH. 80 P. V. C. SCH, 40 P. V. C. (VARIES) CHRI57-Y B16BOX CHRI5TY 816 BOX 7" c /wU All 171 C/' 0"11A I f% I /T T DESCRIPTION 2" WATER METER WIPOLAR PARKA BACKFL0 W UNI T FREEZE BLANKET IRRIGA TION CLOCK ENCLOSURE 1" QUICK COUPLER IRRIGA TION MAINLINE IRRIGA TION LA TERALS REMOTE CONTROL VAL VES CONCRETE VALVE CONCRETE VALVE SIZE I QUAD S TA TION ID A 1 21 GPM VAL VE SIZE GALLONS PER MINUTE REMOTE CONTROL VALVE DETAIL ESP 24MC-KCP/CSA-7/SB-22SS- 3" WATER METER INSTALL BY CAL WATER SERVICES FEBCO MODELS 825Y 1�23" MAINLINE 1�2 A T77 11 1/2 `4" 3/4" " 1/2" 1/2" _ III I INS2 A LL GA TE VAL VE SAME SIZE III AS AIN IN BOX PRIOR TO --CRO S lG STREET" ti Ct. ti CZ 1/21'-' dius for round fence corner ti N QRpFESSI pay oEAN REGISTERED CIVIL EN INFER C 46803 * Exp.6-30— CI TY OF BAKERSFIELD CIv1\_ BAKERSFIELD,1501 NCAAVENUE 93301 TF DF CA�k_\F�� REVISIONS No. DA TE DESCRIP TION 2 / / 3 / / X47 POINT OF CONNECTION III I TO CAL WATER MAIN O < III I ac 211 � III I 4 PVC G G IRRIGA TION MAIN LINE fi IN 4" SCH 80 PVC SLEEVE III 4" CONDUI T FOR III ( IRRIGA TION CONTROL 25--� 00,. as wiQEs III � A'� POINT OF CONNECT/CSN SCALE 1"=10' W_ m WATTS DR/VE 26 * 00. 0 GENERAL NOTES NOT TO SCALE IRRIGA TION an d LANDSCAPE LEGEND File Name: P8K117 Drawn: d FREEMAN/D. HOGGA TT LANDSCAPE IMPROVEMENTS C/TY OF BA KERSF/EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P8K 117 Park Landcape Designer.- D. HOGGA TT Date: 2/3/09 Checked By WA?TS DRIVE AND MADISON STREET E �0 CF"� 0 �0 CL1 G n SHEET NO. 6 OF 7 1 2 3 �0 00 �0 0� �0 S TA TION ID A 1 21 GPM VAL VE SIZE GALLONS PER MINUTE REMOTE CONTROL VALVE DETAIL ESP 24MC-KCP/CSA-7/SB-22SS- 3" WATER METER INSTALL BY CAL WATER SERVICES FEBCO MODELS 825Y 1�23" MAINLINE 1�2 A T77 11 1/2 `4" 3/4" " 1/2" 1/2" _ III I INS2 A LL GA TE VAL VE SAME SIZE III AS AIN IN BOX PRIOR TO --CRO S lG STREET" ti Ct. ti CZ 1/21'-' dius for round fence corner ti N QRpFESSI pay oEAN REGISTERED CIVIL EN INFER C 46803 * Exp.6-30— CI TY OF BAKERSFIELD CIv1\_ BAKERSFIELD,1501 NCAAVENUE 93301 TF DF CA�k_\F�� REVISIONS No. DA TE DESCRIP TION 2 / / 3 / / X47 POINT OF CONNECTION III I TO CAL WATER MAIN O < III I ac 211 � III I 4 PVC G G IRRIGA TION MAIN LINE fi IN 4" SCH 80 PVC SLEEVE III 4" CONDUI T FOR III ( IRRIGA TION CONTROL 25--� 00,. as wiQEs III � A'� POINT OF CONNECT/CSN SCALE 1"=10' W_ m WATTS DR/VE 26 * 00. 0 GENERAL NOTES NOT TO SCALE IRRIGA TION an d LANDSCAPE LEGEND File Name: P8K117 Drawn: d FREEMAN/D. HOGGA TT LANDSCAPE IMPROVEMENTS C/TY OF BA KERSF/EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: P8K 117 Park Landcape Designer.- D. HOGGA TT Date: 2/3/09 Checked By WA?TS DRIVE AND MADISON STREET E �0 CF"� 0 �0 CL1 G n SHEET NO. 6 OF 7 1 2 3 ' For planter areas 5-10 (1.5m -3m) in width or as approved by Rec. & Parks Director •instal! trees along CL of planter \ 07r Standvvs $-1 & $-J \'/®\'fes!/ Install roof borrier - ponnels as close to F.G. as possible (Typ.) 1b 4" (100mm) NO TES: cI. Apply soil amendment as per soil test. D�sloncs rbries Ground -� A# trees shall be stoked with new 2.0" (50mm) Did. p 3 (pressure treated) Lodge Pole Pine. Remove original E tree stokes from all plant material delivered to the project Ithe site and install new tree stokes 4" (100mm) J. Construct mound as required to secure plants stability berm required 4 during construction installation. D�sloncs rbries Ground -� 4. Arbor tree guard or approved equal is required around _FG n all trees planted in lawn areas. E 5. Root Guard barrier is required on oll hard surfaces when Ithe tree trunk is 5.0' (1.5m) or less from any hard surface. Place ,e ` barrier parallel along the edge of hard surface. Root -Boll /� ' Prevailing Wind Direction STANDARD 6. Planting tablet sholl be placed 2.0" (50mm) below finished near root foundotion follows., fSd/1��� ea grade as (See Note 6)/,\/ 1 - Tablet per 1 Go% (3.79 L) 3 Tablets 5 Gal. L) Water Basin - per (18.9 IRRIGATION FOR 6 - Tablets per 15 Gol. (56.8 L) t TING WI TH ROO TGUARD 9 - Tablets per 2.0'(0.6m) Box VARIOUS PLANTINGS 7. Any and all deviotim from this standard sholl be 6 REOUNtED FOR EACH ~OLD�{B-UNDLE OF VALVES) approved by the Recreation and Parks Director prior 7. Alt concrete thrust blocks s to construction. Place irrigation control 8. All londscope installation sholl be in accordance with CITY OF BAKERSFIELD City Standards, Manufacturer's Recommendation, and Section wires near the main 20 of the Standard Specifications CALIFORNIA 9. All material used shall be new and free from imperfections P;�_;PeT,ee 10. See approved londscope, and irrigation plans for Support V.l. T. or equal specific model numbers, size, manufacturer, and performance requirements. .�IbIIPP AYll) Tablets -16) Natural r■ 2z mh I d ends Stoke(s) Ground -� the size and \s'\\�\\�*�\z�\// «•. ""' Vtype (See note 12) E ased on the `• f OK TA ING DETAILftXM„„ Trunk Guard N `. Prevailing Wind Direction STANDARD for turf only ft FG LANDSCAPE AND aso �V Water Basin W U IRRIGATION FOR liometer. 5. IISTALLATO11 OF E%TRA I RRIOATON CONHROL WK FROM io" R�IA1 VARIOUS PLANTINGS xAu N.T.S. 6 REOUNtED FOR EACH ~OLD�{B-UNDLE OF VALVES) Tree Stokes 411111111041) 7. Alt concrete thrust blocks s Dal p Place irrigation control Support CITY OF BAKERSFIELD L-10 wires near the main \•Crown CALIFORNIA 14. SEE APPROYEO LANDWAPE/ORIGATON PLANS AND LEGENDS of Tree to be LOCATI N 7. ALL TARE CONNECTION SHALL BE WATERPROOF AND 7. Where triple swing joint is required, see city stondard 10' (3.0m) intervals Locate the 0.5" (15mm) above F.G. E q To Valves wires at 8. Any and all changes from this standard detail sheet shall (Throughout) OR EjsrHl(Sj MAIN E 3 o'clock position. / \ Plonting Tablets 4 SEE NOTE Noi + ON ALL WOES. MRS SHEET] F.Q -Finished `�so (See note 16) .�IbIIPP AYll) Tablets -16) OVAL VE O Concrete TEE `J ANCHOR Thrust Block \� (Typical) O 2 1/2' ELL © 90° ELL Z ON CROSS O PLUG Q© 45' TEE NOTES Q 45' TEE O ELEVA TION N L All mainlines installed shall t tested as per \\/• . / �. \%® N' manufactures specifrcotions an shall be a port �;e\\�e\\��\ °_':°.;:c ..i t;'*\,\®.`\�\\e\\®.\\®,\`y,\�.\\�•\\/ p� of the installation specificotion p, \ O' 2. AI/ trenching depths shall be per city stand- \\\' ord sheet L-2 and L -XX, deta s D, E, and F. /��\• pJ. Portland cement concrete u ed for thrust`�/,\\/, blocks sholl be Class B" as per opplicoble \ i O provisions of Section 90 of the Standard `• \ \/®\*//f\\.\\ Specifications of the California eportment of Transportation, approved cur ent edition. 6� 4. Thrust blocks shall be used 7t changes of direction (bends, tees), change of velocity ®45" ELL SO REDUCER Natural r■ 2z mh I d ends near the main line\ Ground of Iltw(a* the size and \s'\\�\\�*�\z�\// «•. ""' Vtype dy TYPICAL SHRUB O ased on the `• f OK TA ING DETAILftXM„„ PLANTING DETAIL E: L-1011tV PLASTIC vALvE BDIES AtA LIDS ARE NIP Prevailing Wind Direction STANDARD 0419 GA/99 � DAN O LA TERAL LiNE Tree LANDSCAPE AND aso �V O' W U IRRIGATION FOR liometer. 5. IISTALLATO11 OF E%TRA I RRIOATON CONHROL WK FROM Trunk VARIOUS PLANTINGS xAu N.T.S. 6 REOUNtED FOR EACH ~OLD�{B-UNDLE OF VALVES) Tree Stokes 411111111041) 7. Alt concrete thrust blocks s Dal p Place irrigation control Support CITY OF BAKERSFIELD L-10 wires near the main ENGINEER PRIOR TO HIRPLEMENTATON CALIFORNIA 14. SEE APPROYEO LANDWAPE/ORIGATON PLANS AND LEGENDS OM TA LOCATI N 7. ALL TARE CONNECTION SHALL BE WATERPROOF AND 7. Where triple swing joint is required, see city stondard 10' (3.0m) intervals Locate the Meter Ory VIOMM PUBLIC WORKS DEPARTMENT OVAL VE O Concrete TEE `J ANCHOR Thrust Block \� (Typical) O 2 1/2' ELL © 90° ELL Z ON CROSS O PLUG Q© 45' TEE NOTES Q 45' TEE O ELEVA TION N L All mainlines installed shall t tested as per \\/• . / �. \%® N' manufactures specifrcotions an shall be a port �;e\\�e\\��\ °_':°.;:c ..i t;'*\,\®.`\�\\e\\®.\\®,\`y,\�.\\�•\\/ p� of the installation specificotion p, \ O' 2. AI/ trenching depths shall be per city stand- \\\' ord sheet L-2 and L -XX, deta s D, E, and F. /��\• pJ. Portland cement concrete u ed for thrust`�/,\\/, blocks sholl be Class B" as per opplicoble \ i O provisions of Section 90 of the Standard `• \ \/®\*//f\\.\\ Specifications of the California eportment of Transportation, approved cur ent edition. 6� 4. Thrust blocks shall be used 7t changes of direction (bends, tees), change of velocity ®45" ELL SO REDUCER L I Cl OF BAKERSFiEL J i FILENAME: L-4AT:V Lt Na L-4 I Finished Grade MAIN LINE (reducers, valves), and pipe de d ends near the main line\ STANDARD 5. When thrust blocks ore useo the size and \s'\\�\\�*�\z�\// «•. ""' Vtype \\ of the blocking must be t ased on the `• f Z VALVES (CENTE LRLN TO CENTERLINE! _tt16N ONE 1411L 6 INSTALLED N SALE LOCATION. maximum thrust force expectet and the lood- PLASTIC vALvE BDIES AtA LIDS ARE NIP THRUST BLOCKS bearing copocity of the soil \\ O LA TERAL LiNE as prescribed by the specified conditions and sholl be 6. A// anchor rods sholl be reir, forced steel and O' W U a minimum of 0.5" (15mm) in liometer. 5. IISTALLATO11 OF E%TRA I RRIOATON CONHROL WK FROM TONS. ATN AS DIRECTED BT THE CITY EN ,t NEER Ott T40HKT4 circle) shall be 4.0" (100mm) from concrete and asphalt 6 REOUNtED FOR EACH ~OLD�{B-UNDLE OF VALVES) 12. ALL MATERIALS USED SNAIL BE NEIN AND FREE FROM 7. Alt concrete thrust blocks s all be in accordance Place irrigation control Adootor with the latest approved editior of the Uniform wires near the main ENGINEER PRIOR TO HIRPLEMENTATON Plumbing Code. 14. SEE APPROYEO LANDWAPE/ORIGATON PLANS AND LEGENDS L I Cl OF BAKERSFiEL J i FILENAME: L-4AT:V Lt Na L-4 I Finished Grade MAIN LINE Bockfill and compact according to standard Sr -16. See B.DOVAL SHALL BE RANBtlD /.+ LVC =4 OR APPROVED EOUN BT CRT near the main line\ STANDARD Lj 1.l' treatment or as directed by \\ / DETAILS FOR Z VALVES (CENTE LRLN TO CENTERLINE! _tt16N ONE 1411L 6 INSTALLED N SALE LOCATION. 2" ABOVE FtN611 GRADE N RANTER TfEF LOMPNi 4. When irrigation heads ore installed within embankments, is PLASTIC vALvE BDIES AtA LIDS ARE NIP THRUST BLOCKS 090011M \\ O LA TERAL LiNE as prescribed by the specified conditions and sholl be turf heads 11. ALL NRIOATHON INSTALLATIONS SHALL BE NM000RD- CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPAR W U 1.0" (a.tm) Finished Grode uH AEtAATIONL SECTION 20 OF THE STAND; 9X1FIC4- 5. IISTALLATO11 OF E%TRA I RRIOATON CONHROL WK FROM TONS. ATN AS DIRECTED BT THE CITY EN ,t NEER Ott T40HKT4 L I Cl OF BAKERSFiEL J i FILENAME: L-4AT:V Lt Na L-4 I Finished Grade Place Maxicom wires%/\ MAIN LINE Bockfill and compact according to standard Sr -16. See B.DOVAL SHALL BE RANBtlD /.+ LVC =4 OR APPROVED EOUN BT CRT near the main line\ Coltrons Specs for surface (din) 1.l' treatment or as directed by \\ / the Recreation and Parks Director. position. VALVES (CENTE LRLN TO CENTERLINE! _tt16N ONE 1411L 6 INSTALLED N SALE LOCATION. 2" ABOVE FtN611 GRADE N RANTER TfEF LOMPNi 4. When irrigation heads ore installed within embankments, is PLASTIC vALvE BDIES AtA LIDS ARE NIP /\ large i\ \\ O LA TERAL LiNE as prescribed by the specified conditions and sholl be turf heads 11. ALL NRIOATHON INSTALLATIONS SHALL BE NM000RD- ;�\\ i OR PLMCC 11111TH CITT UMHBNG�, LATEST ACTLI REDITION OOM- 1.0" (a.tm) Finished Grode Place Maxicom wires%/\ NOTES: 1. USE TEFLON PIPE TAPE ON ALL THREADED JOINTS. B.DOVAL SHALL BE RANBtlD /.+ LVC =4 OR APPROVED EOUN BT CRT near the main line\ FN6M (din) A.VIE SHHALL INSTALLED Ai Z'* at the 9 o'clock 011For \\ / 9. MAINTAIN 24' PARATION BETIAEEN REMOTE CONTROL OVUM position. VALVES (CENTE LRLN TO CENTERLINE! _tt16N ONE 1411L 6 INSTALLED N SALE LOCATION. 2" ABOVE FtN611 GRADE N RANTER TfEF LOMPNi 4. When irrigation heads ore installed within embankments, is PLASTIC vALvE BDIES AtA LIDS ARE NIP /\ large i\ N THE PLANTER Al" AMETEK 10-173-134 LA as prescribed by the specified conditions and sholl be turf heads 11. ALL NRIOATHON INSTALLATIONS SHALL BE NM000RD- to L0 BROOK 14i9 0D i OR PLMCC 11111TH CITT UMHBNG�, LATEST ACTLI REDITION OOM- Box uH AEtAATIONL SECTION 20 OF THE STAND; 9X1FIC4- 5. IISTALLATO11 OF E%TRA I RRIOATON CONHROL WK FROM TONS. ATN AS DIRECTED BT THE CITY EN ,t NEER ' For small circle) shall be 4.0" (100mm) from concrete and asphalt 6 REOUNtED FOR EACH ~OLD�{B-UNDLE OF VALVES) 12. ALL MATERIALS USED SNAIL BE NEIN AND FREE FROM turf heads �\ RI KWECTIONS. Place irrigation control Adootor & bubblers ✓\ 13. ANY AND ALL CItANGES SHIAIL BE APPROVED BT DO OTT wires near the main ENGINEER PRIOR TO HIRPLEMENTATON TAKO AAM BUMJSHALL K 14 F+GLA. ED AT 10 *_%OVAL � PLRACE0 BAR 14. SEE APPROYEO LANDWAPE/ORIGATON PLANS AND LEGENDS bundled and taped of0 FOR SPEC4 PC MODEL NO/ SIZE OUANMY, MAMIFACTUREas AIA PER:ORMUNCE REOUwtIEME141 7. ALL TARE CONNECTION SHALL BE WATERPROOF AND 7. Where triple swing joint is required, see city stondard 10' (3.0m) intervals Locate the Meter j'* To Valves wires at 8. Any and all changes from this standard detail sheet shall SPLICE OR EjsrHl(Sj MAIN E 3 o'clock position. NO TES: 1. All electrical wiring and water lines shall be installed 2.5' (0..76m) deep in a Schedule 40 PVC conduit when crossing roadways or under any hard surfaces 2. Where the rainbird moxicom irrigation system is specified, the maxicom cable must not come into contact with the power supply or valve wiring. Locate the moxi- com cable near the main line of a 9 o'clock position. 3. If more than one line is installed per trench, provide 0.5' (0.15m) horizontal and vertical separation. 4. All PVC solvent (glue) shall be /711 (primer is required on main line only). 5. Landscape and irrigation improvements within the dedicated street right-of-way may require an open street permit. Check with city engineering deportment for requirements 6. Where open street cuts are required to install various irrigation lines and/or wires, all street patching within the city right-of-way shall be in accordance with city standard ST -12 or as directed by the City Engineer. 7. When there is a change in fitted direction, all irrigation main lines larger than 2.0" (50mm) in diameter (pressure lines) shall be secured with concrete thrust blocks in accordance with monufocture's rcommendotion and as directed by the Recreation and Parks Director. 8. Al/ irrigotion lateral lines sholl be class 200 PVC. if a lateral line is located under a hard surface, Schedule 40 PVC is required. Backfill 9. All irrigation mainlines 2.0" (50mm) in diameter and less shod be Schedule 40 PVC, Irrigation mainlines greater than 2.0" (50mm) in diameter shall be class 200 ring tite PVC Schedule 40 or opproved equal by the Recreation and Parks Director. 10. Any and all changes shall be opproved by the Recreation and Parks Director prior to implementation. IL All irrigation installation sholl be in accordance with city standards, the latest approved edition of the Uniform Plumbing Code, Manufacturers Recommendations, Section 20 of the Standard Specifications, and as directed by the Recreation and Parks Director. 12. A/1 material used shalt be new and free from imperfections 13. See opproved londscope and irrigation plans and legends for specific model number, size, quantity, manufacturer, and performance requirements. FILENAME: L-20EV I GENERAL NOTES: NOTES: 1. USE TEFLON PIPE TAPE ON ALL THREADED JOINTS. B.DOVAL SHALL BE RANBtlD /.+ LVC =4 OR APPROVED EOUN BT CRT 2. ALL NIPPLES SMALL BE SCM. 80 PVC. FN6M (din) A.VIE SHHALL INSTALLED Ai Z'* 3. ALL FITTINGS SMALL BE SCM. 40 PVC. GRADE N TURF AND 6 ABOVE FLASH GRADE ON PLANTER 4. ALL ORIGATON CONTROL VALVES SHALT. BE PLACED N 9. MAINTAIN 24' PARATION BETIAEEN REMOTE CONTROL OVUM A PLASTIC OROATON CONTROL VALVE BOIL Rft TOP OF VALVE BOX 2" BELOW FN611t GRADE N TURF ANA VALVES (CENTE LRLN TO CENTERLINE! _tt16N ONE 1411L 6 INSTALLED N SALE LOCATION. 2" ABOVE FtN611 GRADE N RANTER TfEF LOMPNi 4. When irrigation heads ore installed within embankments, is PLASTIC vALvE BDIES AtA LIDS ARE NIP 10. INHERE POSSIBLE. LOCATE VALVES AND DUCK COUPLERS APPROVEO EOU1L BT THE CITY ENGINEER: N THE PLANTER Al" AMETEK 10-173-134 LA as prescribed by the specified conditions and sholl be t0-t7o Opt BOK 11. ALL NRIOATHON INSTALLATIONS SHALL BE NM000RD- to L0 BROOK 14i9 0D i OR PLMCC 11111TH CITT UMHBNG�, LATEST ACTLI REDITION OOM- Box uH AEtAATIONL SECTION 20 OF THE STAND; 9X1FIC4- 5. IISTALLATO11 OF E%TRA I RRIOATON CONHROL WK FROM TONS. ATN AS DIRECTED BT THE CITY EN ,t NEER IRRIGATON CONTROL CLACK TO REMOTE CONTROL VAIVE circle) shall be 4.0" (100mm) from concrete and asphalt 6 REOUNtED FOR EACH ~OLD�{B-UNDLE OF VALVES) 12. ALL MATERIALS USED SNAIL BE NEIN AND FREE FROM EXTRA NOE SHULL BE OF A DOFERENT COLOR THAN THE RI KWECTIONS. ONE USED TO OPERATE VALVES. Adootor 13. ANY AND ALL CItANGES SHIAIL BE APPROVED BT DO OTT R ALL IRRIGATION CONTROL NOES (CONTTRANDROL AND COMMON) ENGINEER PRIOR TO HIRPLEMENTATON TAKO AAM BUMJSHALL K 14 F+GLA. ED AT 10 *_%OVAL � PLRACE0 BAR 14. SEE APPROYEO LANDWAPE/ORIGATON PLANS AND LEGENDS THE OROATON MIMM NE AT 3 O CLOCK POSITION. FOR SPEC4 PC MODEL NO/ SIZE OUANMY, MAMIFACTUREas AIA PER:ORMUNCE REOUwtIEME141 7. ALL TARE CONNECTION SHALL BE WATERPROOF AND 7. Where triple swing joint is required, see city stondard APPROVED BY THE OTT ENGINEER VMS WILL NOT Meter BE ALLOWED UNLESS APPROVED BY THE OTT To Valves [POWER THE APPROVED SPLICES WILL REOI IKIE 8. Any and all changes from this standard detail sheet shall SPLICE OR EjsrHl(Sj MAIN E 30" EXPANSION E� TOP OF VALVE LOOP FOR PREVENTER (Greoter thon 2.0" 4 SEE NOTE Noi + ON ALL WOES. MRS SHEET] F.Q -Finished `�so NO TES: jPEC (TT) LL(TT) ECONTROL CONTROL (PLAN VIEW IS FOR VALVE galvanized unless opproved by the INSTALLATION DETAIL T) FEMALE R ^ COMMON �U PLAN .a Bross Fittings f (TIPPLE OF VALVE Box 30" EXPANSION DETAIL u tTOP iH�US SH NOTE + ON LOOPS. F.G. HIS SHEET ALL MAIN LINE MARI LINE BRICK E ' ONTROL CONTROL WIRE SCH so W)PL& '+P . (T COMMON WOE TOFEMALE REMOTE CONTROL VALVE ADAPTER RAL �LINNEE O.C.V. SHALL BE INSTALLED ADE � B" AABOVE M1AIN1 T P.C..ON P ANTER' 6" CONCRETE F.G (.u►wN i (t.S�O_=) SURFACE BRICK F.C. (SHRUB 001-)001-) til SCH VO REMOTE CONTROL VALVE $CM +o (`�)� .. PVC 90 ELL (TT) APPROVED BY THE pIl! --� N CI TY COUNCIL 7'p G" S0L- So PVCSTANDARD pI�II� MAPLE (TT) s O;HOGGATT LANDSCAPE AND IRRIGATION ocv= (GATT FOR REMOTE CONTROL su�c R R RDETAILS MAN LINE CITY CLERP AND QUICK COUPLER VALVES SCALE swam to y+tt Aa W QUICK COUPLER OF BAKERSFIELD L-5 VALVE CALIFORNIA Of 011111MV PUBLIC WORKS DEPARTMENT P NOTES: tt�ols Finished t o"• T10- (Ism) 1. Use tefion pipe on all treaded joints (din) Grade 1,5' 1i➢t 2. All risers and nipples sholl be Sch. 80 PVC. All fittings shall be Sch. 40 PVC. Q 1.5' Jot o \\/ \\// 6.0" (150mm) 3. A!1 laterals shall be Class 200 PVC or as required on plans Grade .. \i Flex Nipple (VT) 4. When irrigation heads ore installed within embankments, is NjIxvx \\j \j\®�\`"Ell (ST) or a drain valve or check volve required to prevent erosion. \// / / Lateral Line `® Tee (SST) (a.sn,) as prescribed by the specified conditions and sholl be opproved by the Recreation and Parks Director prior to &/Z/X' ,\ . AO BUBBLER2SHRUB SPRAY HEAD 5. Ail pop up heads sholl be 10" (25mm) from concrete `ter Install Top of Head 0.25" circle) shall be 4.0" (100mm) from concrete and asphalt New Concrete / >/\\ `/ Female /\/� /'\,%,,/ port circle and 4.0" Grade 0 (100mm) for lows areas (100mm) for full circle. Adootor 1.0' (0.3m) for ground covers Concrete Thrust 6. Where part circle irrigation heads ore adjacent to a building Sch. 80 PVC \ / '�\\ wall, locate heads 1.0'(0.3m) from face of building wall to Block per UPC. bock of irrigation head. -► frb�v'D1� \/®\ '�. •� 8'�•*. ��. •+e4• /\'f+°\ 7. Where triple swing joint is required, see city stondard 'j '': •11'� �••9 � / �.� /\/f\\/�\i\ Meter Galvanized Piping & Fittings To Valves \� 8. Any and all changes from this standard detail sheet shall (Typical throughout) by opproved by the Recreation and Parks Director. ©DOUBLE CHECK OR REDUCED PRESURE BACKFILL LARGE RADIUS HEAD (Bottom Mounted, PREVENTER (Greoter thon 2.0" (50mm) Did.) and performance requirements -Finished Bross Fittings / Nipples NO TES: L Except as noted, alt piping and fittings shall be galvanized unless opproved by the Recreation and Parks Director. Bross Fittings 2 Use tefion i e toe on fl threaded ' ints or P P p / Nipples 1.0 (dim) approved equal by the Recreation and Parks Director Oww how Finished WkA& Pmd Grade 3. All materials shall be new and free from imperfections (M aW1) 9. See opproved londscope and irrigation plans and LS"/Qt Concrete 15'a legends for specific model numbers, size, quantity, (Ql54t) Slob 7 manufacturers, and performance requirements. /i./i / /,� // /,/ /, /,,//�/,�/iso 5. Al! transitions from galvanized pipe to PVC pipe shall 1 \� ' �'br e%f�� \� "Female be constructed with Schedule 40 female adopter or Unions ` ,� \� agfloQtor approved equal by the Recreation and Parks Director. /j Concrete i\ ,r % 6. A 6.0" (0.15m) thick reinforced concrete slob is j\`%/ j\ •:. " ` thrust block` ''. r /\%/\i required for all water protection devices Minimum /® per U.P.C. �\ :,., clearance sholl be 1.5'(0.45m) on all sides of the device and as directed by the Recreation and Parks z\\z "�: /� �•`•a:'; :. • s \ �, Director. (See standard L-1) Galvanized Fro. i../%i jay/j,//��//i�// ` 7. All irrigation installation shall be in accordance with city stondords, the lotest accepted edition of the OBACKFLOW PRE VENTER Uniform Plumbing Code, monufocturer's recommendation, (2.0" (50mm) and less) Section 20 of the standard specir1cotions, and as directed by the Recreation and Parks Director. 8. Any and all changes sholl be approved by the Water protection unit Recreation and Parks Director before implementation. nLom E: L-3REV a+ ;s� STANDARD GAIN ° t _(a. a..DETAILS FOR tssRiPLo rQd) d ° POTABLE WATER Required on all Assemblies PROTECTION Txae N T•S OCONCRETE SLAB PLAN CITY OF BAKERSFIELD L-3 CALIFORNIA Ott VIONOH PUBLIC WORKS DEPARTMENT • See Note 17 (a in) b► NOTES: tt�ols t o"• T10- (Ism) 1. Use tefion pipe on all treaded joints (din) `r• ` '"' ` 2. All risers and nipples sholl be Sch. 80 PVC. All fittings shall be Sch. 40 PVC. ��\\� n\ n,\•`/ \��\\0\\�\\e\''�; o \\/ \\// 6.0" (150mm) 3. A!1 laterals shall be Class 200 PVC or as required on plans Grade .. \i Flex Nipple (VT) 4. When irrigation heads ore installed within embankments, is NjIxvx \\j \j\®�\`"Ell (ST) or a drain valve or check volve required to prevent erosion. \// / / Lateral Line `® Tee (SST) Check valves and drain valves sholl be installed at locations as prescribed by the specified conditions and sholl be opproved by the Recreation and Parks Director prior to placement and use. AO BUBBLER2SHRUB SPRAY HEAD 5. Ail pop up heads sholl be 10" (25mm) from concrete and asphalt areas. Al! large radius irrigotion heads (port Install Top of Head 0.25" circle) shall be 4.0" (100mm) from concrete and asphalt (6.5mm) above FG. for Finished areas Height of pop up heads sholl be as follows:4. " port circle and 4.0" Grade 0 (100mm) for lows areas (100mm) for full circle. 1.0' (0.3m) for shrubs 1.0' (0.3m) for ground covers 6. Where part circle irrigation heads ore adjacent to a building Sch. 80 PVC \ / '�\\ wall, locate heads 1.0'(0.3m) from face of building wall to Nipple (TIT) / bock of irrigation head. Triple Swing Joint See Standard L-6, 7. Where triple swing joint is required, see city stondard \; \// / L-6, Detail Z. Swing pints shall be allowed on all irrigation Detail Z \\ heads even where not required. \� 8. Any and all changes from this standard detail sheet shall Material Line by opproved by the Recreation and Parks Director. 9. See opproved londscope and irrigation plans and legends LARGE RADIUS HEAD (Bottom Mounted, for specific model numbers, size, quantity, manufacturers, and performance requirements -Finished Grade- 1 1 Sch. 80 PVC _ Nipple (TIT) Triple Swing Joint See Standard L-6, Detail Z `\Lateral Line - © POP UP SPRAY HEAD (Side Moun ted,) Finished Grade- Swing Pipe \\ Ell (ST) or Tee (SST) _] g, � Barbed Ell EO SWING PIPE File Name: P8K117 D, CALIFORNIAPUBLIC WORKS DEPARTMENT Job No.: P8K 117 Date: 2/3/09 POP UP SPRAY HEAD (Bottom Mounted) Drown: J. FREEMAN/D. HOGGA T7 Park Landcope Designer.' D.HOGGATT Checked By.- MEMAME: L-711EV I LANDSCAPE IMPROVED WATTS DRIVE AND MADISON QRpF E SS L Ojy pEAN R q� CO CD REGISTERED Cl VlLEER C 46803 * Exp. 6-30= .. CITY OF BAKERSFIELD q CIViL \,\P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F op CAS-�F�� REVISIONS No. DA TE DESCRIP TION 3 / / SA 47I 57 , 0 1 SHEET NO. 7 OF 7 2 3