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HomeMy WebLinkAbout6.5-255M rn rn 0 Cu LO 0 a cn Q 3C co M M Cn Q C CD z H 3 Q 2 D R LIST OF DRA WINGS SHEET 1 _ I LIST OF DRA WINGS SHEET 1 TITLE SHEET SHEET 2 IRRIGATION PLANS SHEET 3 IRRIGATION PLANS SHEET 4 IRRIGATION PLANS SHEET 5 IRRIGATION PLANS �t-EET T_ - tG j == A . P. CITY OF BAKERSFIELD (Dap FUM7410, 3v(oa�mo SHEET 7 IRRIGATION PLANS LANDSCASHEET 8 IRRIGATION P E/IRRIGIRRIGATIONLANS MPRO-V M NTS SNEET9 LANDSCAPE PLANS BETWEEN ROSEDALE H11VY./BRIMHALL RD. SHEET 10 LANDSCAPE PLANS SHEET 11 LANDSCAPE PLANS SHEET 12 LANDSCAPE PLANS EEE_T __ f QSCAPE-= P-4-tS N . A . F. SHEET 14 LANDSCAPE PLANS SHEET 15 LANDSCAPE PLANS SHEET 16 LANDSCAPE/IRRIGA TION LEGENDS SHEET 17 C. 0. B. LANDSCAPE/IRRIGA TION STD. DETAILS BENCHMARK BENCHMARK DESC. X CITY STANDARDS C.O.B. STD. LANDSCAPE/IRRIGATION DETAILS CONVENTIONAL SYMBOLS ---- SECTION LINE ---------- EXIST. CURB & GUTTER -- RIGHT–OF–WAY--------- EXIST. A.C. FLOWLINE CEN TERLINE — EXIST. EDGE OF PA VEMEN T RAILROAD TRACKS GUARD RAIL —X—X— FENCE IMPRO VEMEN TS UTILITY SYMBOLS W WATER LINE S SEWER LINE G GAS LINE o OIL LINE BURIED TELEPHONE AERIAL UTILITY T CABLE MANHOLE FIRE HYDRANT L 0 CA TION MAP POWER POLE WATER METER NOT TO SCALE EXISTING MONUMENT WATER -VALVE G TH PROJECT LEN FU TURE MONUMEN T GAS METER 1 MILE STREET LIGHT GAS VALVE CLEAN OUT BENCHMARK see file 1308DAH (parks) v-� s=ass STATE OF CALIFORNIA NO TE.• THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CIAS';�S'' 14 OR C ,27 NO TE. THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. LUMP SUM LANDSCAPE PLANTING, AUTOMATIC LANDSCAPE IRRIGATION SYSTEM AND ONE YEAR FULL MAINTENANCE. (60 working days allowed for construction.) O ggof ESS/pNq� c � rri Q-1 C 33710 * Exp. 6-30-98 sjgT�. C 1 V t \_ OF' CA1-� File Name: 1308DAH Job No. T31<016 SHEET' 77157EP . a/a./6111 HAG MANr__ .,.,�-W_ ..._.....3........,c i It 7 S DALEw...,..3..,...,.i.....—�---...•40...x..- � q_LUC PROJECT28 ... 1__2_7 s B IMHALL ROAD 31 qq 3N ��,..• �+�y P'� N �. �• T ✓. f �_..,M a 41 i E 11 Y 3 11 w f ��ALE,,-_� Y ' CAL—STATE.. UNIVERSITY` 71 MANHOLE FIRE HYDRANT L 0 CA TION MAP POWER POLE WATER METER NOT TO SCALE EXISTING MONUMENT WATER -VALVE G TH PROJECT LEN FU TURE MONUMEN T GAS METER 1 MILE STREET LIGHT GAS VALVE CLEAN OUT BENCHMARK see file 1308DAH (parks) v-� s=ass STATE OF CALIFORNIA NO TE.• THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CIAS';�S'' 14 OR C ,27 NO TE. THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. LUMP SUM LANDSCAPE PLANTING, AUTOMATIC LANDSCAPE IRRIGATION SYSTEM AND ONE YEAR FULL MAINTENANCE. (60 working days allowed for construction.) O ggof ESS/pNq� c � rri Q-1 C 33710 * Exp. 6-30-98 sjgT�. C 1 V t \_ OF' CA1-� File Name: 1308DAH Job No. T31<016 SHEET' 77157EP . a/a./6111 CD Q) tT O Q7 'tet C7 N O C 7 Cu c CD T3 3t CD CZ - Lo Lo Cn M Cn cc Q Cn z Q cc Q _ r=.. •. �� QR4� ESUS 1 py�l 1-114" 1 1/4p - 1 1/4p 1" 1" J14p 3/4p REGISTERED CIVIL ENGINEEFgT ca 4 5+39.4337C � 1 p 1 1/2" 1 112- 1 1/4" N E / N S C 1 J` * p -� p p "'� 3/4 `° 3/4 o N N - - _. ____ �j'--OF----49-A-KE-42-S lE j GROUND COVE _ N 4 w 01 TRUX TUN A VENUE v, �' 4" - - E A, E(� ! D, -C,4 93301 �F Ci�1_�� EXISTING DECORATIVE STAMPED CONCRETE ' = 1-1/4p = 1 1/4" 1 1/2" 1 1 2p 1 1/4p —7-774p 1'° ° r- rp —i 0 Z D rri 'Z E M + C ® �� Cb mom� N � Z N E::E �M DmZ �� N COFFEE ROAD LOX *m o �r� rn � � �o �W �N Z(no W A w �o = - 50' n � �D . N N �v ��C� _ m m n o 0 i FRIANT KERN CANAL I I I PT STA 13+63,93 NE LI __. 4-.-•—,• I s Y N Y <', < -I W � W s N N —•A \ \ � \ x L ryk�� v� s GROtJ—ND COVE -- - N O I Z — Z -Imo m t ~ oz ` I � N Or n � j0 (� r N WO ltws�--�---�------�� Z —, w W \ _ P. bo t 22( G 1&71 blQ I&IN3 ki 1 tq Cn 0) I PT STA 13+47;17 NW i FRIANT KERN CANAL I I I PT STA 13+63,93 NE LI __. 4-.-•—,• I I I I �– EXISTIN DEWALK W P. l l W --rl�su-- Imam' - s.r s ,A N :� o m� r I M e -- -- - -- -- ...w... _ ___ W w a N \ s t s '�""'� r • i i r i • •— N s \ W 4t# N \ N s 41, � S �- n Co N ch — 00 �Co I � o .r N EXISTINCI RAMP Co uNi > rr4 o o ��, m � u �� _ A K ALE 1 "=2 0 iz n 7-� h s — 00 �Co I � o .r N EXISTINCI RAMP Co uNi > rr4 o o ��, m � u �� _ A K ALE 1 "=2 W fo tD N � fN17 V z rri N O T r� r IRRIGATION P -_-AN - File Name: 1395NEW Drown: D.HOGGATT CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 9999 Engineer: D. HOGGATT LANDSCAPE/IRRIGATION IMPROVEMENTS SHEET N0. Date: 12-15-1998 Checked 8y A. RAMMING BETWEEN ROSEDALE HIGHWAY AND BRIMHALL ROAD 2 OF 17 0 i ► 7-� h x L ryk�� v� w w w -S N O I Z �$ u Z -Imo m t ~ oz ` I � N Or n � j0 (� r N WO Z W fo tD N � fN17 V z rri N O T r� r IRRIGATION P -_-AN - File Name: 1395NEW Drown: D.HOGGATT CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 9999 Engineer: D. HOGGATT LANDSCAPE/IRRIGATION IMPROVEMENTS SHEET N0. Date: 12-15-1998 Checked 8y A. RAMMING BETWEEN ROSEDALE HIGHWAY AND BRIMHALL ROAD 2 OF 17 rn m m Q 6d v N O CD C cyi CDC C2 Y rTa CD z a Er 0 RpF "210 � 1 / 1 1 1 1 1 1 1 1 1 / 1 1 1 1 �1 1 1 1 a 1 1 1 1 1 1 - - _ _ _ _ � � D • _� MATC TO SHEET 2 Fill yr REGISTERED CIVIL ENGINEER C 33710 JJ 1 MG 13— * Exp. 6-30-98 1" QC '" I DIN 01 CITY OF BAKERSFIELD CIVIL > > /2"" 1 501 TRUXTUN - AVENUE 141"CA. F / " A, l BAKERSFIELD, C 93301 of CA��FO 29.28 / G.P.M. 1 l STA 12+18.88 NE I ' /4" /4" j 151 " X70 I G.P.M. I 18— BUBBLERS 1 19� Por min. bubbler 1 /2 I 11 � r a 3/4" 1I2 1 � 8130 ° a SCALE - 1 = 20' a � 1/2Oct T 1 � v 1 ! M— " 12 /4 ' L LU UJI /4 Um 1 I IL 1 28.29 1 r/4" 1 " I 1.5 � \ �M FENCE UNE S 17 " \ 1 A g /4 2 C !1 \ STA 416+79.1 1 \ STA 416+79.12 "CF" 4" 4" Ir CONC. HEADER(M 1 1 2" 1 4 15+21.38 CC 16+61.08 483.97 RT C Sim 7, o� tt pr 10+00 NE 1/ /4" �`�- 16+01.76 267.66'RT 16 16 1 1" ! i/4" 4 /4"� 27.00 1 p G.P.M. It",/ 1 / 1 1 GR,Ut� SCO 1" p 1 �` p 1/2" 4" IX20 1 1 l ��G.P.M. G.P.M. 3/4 2�'�ISET BA K 1/2- I %/11 c ! / 10 PT 11+9-.45 CC -`- +_ p�� ' III EC may` 415+14.79 CF \ ��.- 111 10+00 SE .. PC 10+45 CC _ r ; . 5+ 4,76 292.05'RT C -CH TO SHEET 4 0 7,4111 T 1 MA CH TO SHEET 3 OF 17 f 1 10+00 sw ` 4+98.12 181.30'RT Cin �4 IRRIGATION PLAN File Nome: 1395NEW Drown: O.HOGGATT LANDSCAPEARRIGATION IMPROVEMENTS SHEET N.O. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: O Engineer D.HOGGATT • Dote: 12-15-199 Checked By A.RAMMINc BETWEEN ROSEDALE HIGHWAY AND BRIMHALL ROAD lo. �y o7 5 J 3 OF 17 rn 0 m 6i v 6i 0 Cu O C 7 m Cn 3 OJ C LL-) (Tl Y Q Q U) CDz H Q Cc 0 pm - 10+00 ce 4? 5+? —4.- 7�9 CF I III PC 10+45 CC VIII BC CH TO SHEET �07 � MMA CH TO SHEET 3 OF 17 «� � f 2Z OO act t u� JI / %27. oo 1 G.P0 14 CON FADER A OWN ISTRIP) r � .- l► � x I / 1 r / i r r r r 13 f I f 1 Ind r r f 1 � f � f � f I 1 r � f � f � f f STA 412+11.80 C f f E 1/1 6TH COR. SEC f 13 PT 11+94.45 CC EC 10+00 SW 98.12 181.30'RT C 1 m 10+00 SE 76 29.2<05 RT PC 9+19.9 SW g -5p, 1 1 1 1 QRpF'ESS�p�� D • rn REGISTERED CIVIL ENGINEER LQ C 33710 1 * Exp.6-30-8 CITY OF BAKEERSFIELD � CIVIL 1501 TRUXTUN AVENUE FOF vl\- BAKERSFIELD, CA 93309 i s i s SCALE.- 1" 20' r� + � IRRIGATIO_ _,_PLAN File Name: 1395NEW Drawn: D.HOGGATT CITY OF BCALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 0 Engineer. • D.HOGGATT LANDSCAPE/IRRIGATION IMPROVEMENTS SHEET N0. Date: 12-15-1998 checked By. A. RAMMINGBETWEEN ROSEDALE HIGHWAY AND BRIMHALL ROAD 1.5 - �? 5$� 4 OF 17 rn rn rn rn LrI co 0 of 0 N C - Ca. Q CV CJ1 3 lo fD 'O 0 CY) cn Y CC Q C1 C!) C7 Z 3 Q Cr L� m 0 0 N Co Cu L Q Q T3 a� 3 rn CC) 0 m Cn Cr Q Lo a z Q Cr 0 T U. 00 Lu Q = 5 1 11 /4" CD 6 �CD 1 � v� 1 ~ \ \ / / / i �� � \ \ / / \ � \ ��- ...3,�4„ �ar�o+v concur sn�s our �uowsrRP \ / / \ / / \Ile i — 3/4 lool ` \ r oar! CITY OF BAKERSFIELD, CALIFORNIA COFFEE R 0 A Q TJK016 1308DON File Name: 1308DAH Drawn: D.A.HOGGATT PUBLIC WORKS DEPARTMENT glob NQ.: Engineer. D.A.HOGGATT Date: 01-07-98 Checked By. QRpFESS/04, REGISTERED 'CIVIL ENGINEER C 33710 * Exp. 6-30-98 Cl TY OF BAKERSFIELD CIVIL 1501 TRUXTUN AVENUE q�F oda BAKERSFIELD, CA 93301 OF CAS.-�F _-0 20+00 COFFEE ROAD LANDSCAPE/IRRIGATION IMPROVEMENTS BETWEEN BR(MHALL ROAD AND ROSEDALE HIGHWAY SCALE 1"-20' VIEW "A" IRRIGATION PLAN SHEET N0. / /-01 �. 5 ` 1,J. A. P. tvLV/ 5ar> Co' ?--,3c) rn rn rn 0 io LO aD 0 N C- M. Q CD f -- CM 3 CO T3 00 O Cr) ti C!) ]G Er Q 0- U) CD Z H Q cz tm rn rn rn Lrlm &i 00 0 r - N C- C)- CL) .aN F- 0) 3 fo m co O m r, i cn cr Q a i cn CE) z H 3 Q D /z�.vlf2a o to • 2 • ew) CD CD Cn LO Q co 0 Cu L O. Q 'O N 3 0) 3C CDCnm in Y Q CD z H Q cc C) pm QRpfESS/pNq ID REGISTERED CI VI L EN GI NEEI$T 4 5+ 3@. 4037CO rn I s rr I F --BA- KED EL V 1 N AV N TRU X TUN VENUE 0 O 1 cn O F •c• — a ��QCF�i 4�n� 0F C A F :1 Q r' EXISTING DECORATIVE STAMPED CONCRETE Cn I -C � o II � � � o c ® �ri�ilwi•--- , —�coD COFFEE ROAD37 O x rt I z -< y �. x d o c O 50' Cr 00 co o x EXISTING C&G/SIDEWALK 0 3 N_ SCALE: 1 "=20' 'NiC f ..... o o k ° x r .F�' .. �rrrr ........ ............ ... .. ...... .... .. ... ... .... .... f', .p .. a ... ........ ..... ........ ... .. .���... .. T . ...... ....... ..... ......... .... .... .......-. .. .. i 44 Un .. . X., I C" 3 ' cn '� 0 l l< 0 0 3 .... . .. ` gh EXISTINC RAMF V A 0 00 i�. ' c � I o �Q a -o 0 3 0 x o <_. \PT STA 13+47.17 NW I I '0 FRIANT K CANAL X., I C" 3 ' cn '� 0 l l< 0 0 3 .... . .. gh EXISTINC RAMF �: t �` v J -oil OD}: i I i ' r O 1 < x V N Cr K 0 ++ A 7 . Q A 7 O c0 CO 0 x 0 D � o �z �m - 3 O (Q o ---I ■ N N N CD cfl 00 v N ch I PT STA 13+63.93 NE -- - -_ I I I i 1 n N N N cn c0 N W N (9) Ln v 0 m II LANDSCAPE lift File Name: 13951VEW Drawn: D.HOGGATT LANDSCAPEARRIGATION IMPROVEMENTS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS [DEPARTMENT Job No.: ???? Engineer D. HOGGATT � 9 OF 17 Date: 12-15-1998 Checked By. A. RAMMING BETWEEN ROSEDALE HIGHWAY AND BRIMHALL ROAD .�= .?s -s rn r - LO co Cu 0 CD 3 D LO CD m i cn Y Cc Q CD z Q Cr 0 Q?,Of ESS /0 MATCH T OF 1 REGISTERED CIVIL ENGINEER C 33710 13— * Exp. 6-30-98 NG oa+ri CITY OF BAKERSFIELD `f'� Of vl\' 1501 TRUXTUN AVENUE O BAKERSFIELD, CA 93301 OF CA��F STA 12+18.88 NE � I 12 1 _ 8130 s SCALE. • 1 = 20' i 1 3 W Lu u um Z aFEI UNE STA 416+79.12 "C" i STA 416+79.12 "CF" GONG HEADER( RJR 1 � �,,,. --'`. ��"-�,`.-° ���. cs /mow ` 15+21.38 CC 8 45 C 10 -� . �- - k 16*61.08 483.97 RT C 10+00 NE6+01,76 267.66'RT - - 16 6 U 'D:COVER :.: . . . . . . . . .1 ,Y -rf . • ..._.. \':�:�:�:: . . . ::::::.:. :::�--: 2 � ,... 10+00 CC _ RT 111+94,45 CC 41155 � + 14.79 CF EC � I .-- -&-ROO 10+00 SE kC10+4;6:54292,05'RT C 4 MATCH TO SHEET 11 OF 17 i{ MATCH TO SHEET 10 OF 17 ..... 1 '......:..�:,.....:. .. .. 1 I - 10+00 SW ........ '.......:...... . �-.. 4+98.12 181.30'RT C ...... .....: . I Q . .. •• .:... ... -. t:a � gx LANDSCAPE PLAN �4/f FileName: 1395NEW Drawn: D.HOGGATT LANDSCAPE/IRRIGATION IMPROVEMENTS SHEET � CITY 4F BAKERSFIELD,CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: O Engineer: D.HOGGATT _o Date: 12-15-1998 checked Er A.RAMMING BETWEEN ROSEDALE HIGHWAY AND BRIMHALL ROAD rn Lo m 0 ici Cu 0 c a CD 3 an 3t a) c +n am m i cn Cr a U) LDz a cc 0 f 10+00 cc 415+ 14.79 CE 10+00 SW 98.12 181.30'RT C \ m PT 11+94.45 _CC EC ¢i 1 � u ' 41 z � �1 Q 14— /13 4—/13 f / 1 t i t 7 STA 412+11.80 C E 1/1 6TH COR. SEC I 13 M�� PC 9+19.9 SW 40(*' ;0�0\ 9?,OFESS/041 REGISTERED CIVIL ENGINEER C 33710 CITY OF BAKERSFIELD `J'� �P CIVIL 1501 TRUXTUN AVENUE '9TF BAKERSFIELD, CA 93,301 OF SCALE.- 1"-20" I E F# File Name: 1395NEW Drawn: D.HOGGATT L.ANDSCAPEARRIGATION IMPROVEMENTS SHEET N0. CITY OF BCALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: O Engineer: D.HOGGATT 11 OF 17 Date: 12-15-1998 Checked By. A. RAMMING BETWEEN ROSEDALE HIGHWAY AND BRIMHALL ROAD � II Ill 10+00 SW 98.12 181.30'RT C \ m PT 11+94.45 _CC EC ¢i 1 � u ' 41 z � �1 Q 14— /13 4—/13 f / 1 t i t 7 STA 412+11.80 C E 1/1 6TH COR. SEC I 13 M�� PC 9+19.9 SW 40(*' ;0�0\ 9?,OFESS/041 REGISTERED CIVIL ENGINEER C 33710 CITY OF BAKERSFIELD `J'� �P CIVIL 1501 TRUXTUN AVENUE '9TF BAKERSFIELD, CA 93,301 OF SCALE.- 1"-20" I E F# File Name: 1395NEW Drawn: D.HOGGATT L.ANDSCAPEARRIGATION IMPROVEMENTS SHEET N0. CITY OF BCALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: O Engineer: D.HOGGATT 11 OF 17 Date: 12-15-1998 Checked By. A. RAMMING BETWEEN ROSEDALE HIGHWAY AND BRIMHALL ROAD O LCA m 0 Cu C- C) - CD a CID 00 (D m Cn Y Q Cn LDz H O e � \ a � �° UR TUL 10 — 24 BOX / M�aes�© fl'806-7ml tom.. �. �• } i } 0 LANDSCAPE` N t # r it r j tt / t} / 1} � 1} \ �ANDSCApE1NG t NO tt t}, a •a 4 t `i r Y REGISTERED CI VI L ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 i t !} } } t I--�— SCALE 1 "=20' ] } VIEW „C„ t } } 1 2436 SQ. FT. �ti } ,t } } }} } } t� 1�t 011 \ti FRA OXY ��e-.`_ �� ♦i 24 BOX e Qgof ESS/o/ �0�� � C 33710 * Exp. 6-30-98 ��9TF CIVIL�o���� OF CAl a ~• .... \` .. . . ..... �w �w ........ ......COFFEE ROAD THIS SHEET a, Op C) tp% T3KO16 w _ LANDSCAPE PLAN File Name: 13080AH Drawn: D.A.HOGGATT �ANDSCAPE/IRRIGATION IMPROVEMENTS SHEET N0. COFFEE ROADCITY QF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: Engineer.• D.A.HOGGATTa Date: AUG. 13 1998 Checked By BETWEEN BRIMHALL ROAD AND ROSEDALE HIGHWAY 12 OF 17 rl ci m a6 m a6 0 N L Cl (D o) M 0 m Cn Y Q Q Cn z 3 Q Cc 0 110AD T" 0 0 F- we T r V 1~11�---�"`r...-..__ -� W 6 O Q = ---- I T 2 Cl) - O 20+00 CD 1 �Mt f j0 COFFEE R 0 A D Z LQ J Q W QRpFESS/0Nq REGISTERED CIVIL ENGINEER C 33710 * Exp. 6-30-98 CITY OF BAKERSFIELD `f'��P 1501 TRUXTUN AVENUE qTF OFA CA1 BAKERSFIELD, CA 93301 SCALE.- 1 "=20' VIEW "A " TJK016 t306940 LANDSCAPE PLA14 Fi/eName. 1308DAH Drawn: D.A.HOGGATT COFFEE ROAD LANDSCAPE/IRRIGATION IMPROVEMENTS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: Engineer: D.A.HOGGATT ,41. A. Date. 01-07-98 Checked By. BETWEEN BRIMHALL ROAD AND ROSEDALE HIGHWAY �s • d 5 5 %ZEV/SiED to Z' Cl 9 ------------ m m 0 N C- CD aD an ao 0 m cn Y Cr ¢ U) CDz rr0 -moo = -� - - - COFFEE R 0 A D T J Q W 0 QRpFESS /04q D REGISTERED CIVIL ENGINEER � C 33710z yF Exp. 6— CITY OF BAKERSFIELD `f'� , 1501 TRUXTUN AVENUE qTF �1V�� O`�� BAKERSFIELD, CA 93301 OF CAQ' SCALE. • 1 "=20' VIEW "D„ ----------------------------------------------- T3K016 LANDSCAPE PLA File Name: 1308DON Drawn: D.A.HOGGATT SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Jab No: Engineer. •D.A.HOGGATT COFFEE ROAD LANDSCAPE/IRRIGATION IMPROVEMENTS �ss.- Date. AUG. 13 1998 Checked By BETWEEN BRIMHALL ROAD AND ROSEDALE HIGHWAY G.5 14 OF 17 Cn 0) Cn ry to a m 0 m cn Y Q a z H 3 Q Q 0 2.223 SQ. FT LA WN AREA �►a��T � 1 � LIR TUL 5 - 24 " BOX FRA OXY 4 - 24,-' —�c- rKA W 24 :i AWS ♦ ` .. e..... ........ \. ` . ..... .... ..... a � ® a COFFEE R 0 A D REGISTERED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUX TUN AVE. BAKERSFIELD, CA 93301 3VE SCALE.- 1 "=20' VIEW "B" �*kzCjtvj14 -Aq O Q'\kof S 10AJ E A ti c� �n C 33710 * 6-30-98 ��qTF CIVIL OF CA�-� 0 O FileName: 1308DON Drawn: D.A.HOGGATT SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: Engineer. D.A.HOGGATT COFFEE ROAD LANDSCAPE/IRRIGATION IMPROVEMENTS ,57 _ Date: AUG. 13 1998 Checked By BETWEEN BRIMHALL ROAD AND ROSEDALE HIGHWAY �. �'� 5 S 15 OF 17 CD m rn CD m W 0 Cv Co Cu L cz Q CD 3 Cm a (D 00 0 m U7 Y fm ClQ Cn CD z a Cr 0 IRRIGA TION LEGEND I IRR/GAT/ON EOUIPMENT LEGEND GENERAL L A NDSCA- PEIIRRIGA TION NOTES.- 1, ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH SECTION 20 OF THE STANDARD SPECIFICA 77ON OF THE STA IF OF CALIFORNIA AND AS DIRECTED BY THE CITY ENGINEER 2. ALL 7REES SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLING IN PLACE J. ALL 77?EES REJEC7FD SHALL BE REMOVED FROM INE JOB S17E /MMEDIA 7EcL Y REPLACED AND APPROVED BY 77 -IE CITY PRIOR TO INSTALLA77ON IN GROUND. 4. ALL TREES OF SAME SPECIES SHALL BE UNIFORM EQUAL HEIGHT/SPREAD, HEALTHY AND FREE OF PEST . 5. IRR/GA 770N SYSTEM SHALL BE COMPLETED AND FULLY OPERA 77NG PRIOR TO LANDSCAPE PLANTING. 6. NO LANDSCAPE PLANTING OR SOIL AMENDMENT OPERA TIONS WILL BE ALLOWED UNTIL THE CER TIFICA TES AND SPECIFICA TIONS HA VE BEEN RECEI VED AND APPROVED IN WR/ TING BY Cl TY PARKS DI VISION. 7. ALL SPRINKLERS SHALL BE ADJUS7ED FOR MAXIMUM COVERAGE WITHOUT OVERSPRA Y ONTO ANY AREA OF THE FRAINT KERN CANAL SIDE OF THE FENCE. Pl d NT AIA TSR/d I I =r+cn in REGISTERED CI vIL ENGINEER Cl TY OF BAKERSFIELD 1501 TRUX TUN AVE. BAKERSFIELD, CA 93301 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT -' tLf--PWA-r-E. \1 r -TI -4 L I Qo1 pq,/nr,5v.2 �j-Z ' ISGt Lt9;n. — A4/J4�tC_jz,,ti 1. 5V�[� "TG /� .. . File Name. 1308DAH Job Na.: T3K106 Date: 12/15/1998 Drawn: D. HOGGA TT Engineer: D.HOGGATT Checked Bw COFFEE ROAD LANDSCAPEIIRRIGATION IMPROVEMENTS BETWEEN BRIMHALL ROAD AND ROSE_ DALE HIGHWAY .,5-- d s s 0,0FESS/o OOR E.LLJ y, � m C 33710 X * Exp. 6-30-98 C! V 1 OF CAO. SHEET NO. 16 OF 17 17 REGISTERED CI VI L EN GI NEER CITY OF BAKERSFIELD 9509 TRUXTUN AVENUE BAKERSFiELD, CA 93,301 I File Name: FF?? Urawn: U.A.H. PUBLIC WORKS DEPARTMEN Job No.: STANDARDS Engineer. D.A.H. STANDARD LANDSCAPE IRRIGATION DETAILS S • a �"s SHEET NO. CiTY OF BAKERSIciELD, CALIFORNIA / (�. 17 OF I? Date: SEPT. 08 1995 Checked By. D.A.H. - -- - I D MAIN UNE O E� LATERAL LINE J VALVE O 7FE © 90P ELL GENERAL NOTES. 1. USE TEFLON PPE TAPE ON ALL THREADED JON15. 6. QUICK COUPLER VALVES SFWLL BE RAN&RD X44 LVC O a mm)- F.G. A� 2. ALL NIPPLES SHALL BE SCH. 80 PVC. ¢OCKING PLL COVER) SH APPROVED EQUAL T CITY NEER. QUICK COUPLER VALVES SHALL INSTALLEDHGRADE AT FINISH 111"' F. G. --(300m BACKFILL AND COMPACT 1 -( AS INDICATED IN FINISH 3. AL1. FITTINGS SHALL BE SCM. 40 PVC. GRADE N TURF AND 6' ABOVE FINISH GRADE ON PLANTER. FI r s SPECIFICATIONS FOR THE APPROPRIATE SURFACE TREATMENT GRADE 4. ALL IRRIGATION CONTROL VALVES SNAIL BE PLACED N A PLASTIC IRRIGATION CONTROL VALVE BOX WRH TOP OF VALVE BOX 2" BELOW FINISH GRADE N TURF AND 9. MAINTAIN 24' SEPARATION BETWEEN REMOTE CONiROL VALVES (CCENTERLINE TO CENTERUNE) WHEN MORE THAN ONE VALVVEE IS INSTALLED IN SAME LOCATION. NATIVE COMPACTED ` TO 90% UNTESTED m) 18" 12" ABOVE MIN. CON RETE LAB �300mm� 18" MIN. I 2' ABOVE FINISH GRADE N PLANTER. THE FOLLOWING PLASTIC VALVE BOXES AND UDS ARE ACCEPTABLE AJD APPROVED EQUAL BY THE CITY ENGINEER: 10. WHERE POSSIBLE LOCATE VALVES AND QUICK COUPLERS N THE PLANTER AREA. (REMOVE ALL 18* FOR LARGE (375 1(450mm) (450mm) AMETEK )e STONE AND CLODS, ( ) RAKE SMOOTH) TURF HEADS 2" (300 m) • • • ° c a e •• . MUM 11 10-17-001 BOX BROOK 1419 'SNAP" LOCK TAB UD 1419 BODY BOX 11. ALL IRRIGATION INSTALLATIONS 94AU BE INACCORD ANCE WITH CiTY STANDARDS, THE LATEST EDITION OF THE UNIFORM PLUMBING CODE, MANUFACTURER'S RECOM- PLACE MAXICOM PLACE IRRIGATION CONTROL WIRES FOR SMALL TURF HEADS 5. INSTALLATION OF EXTRA IRRIGATION CONTROL WIRE FROM MENDATION, SECTION 20 OF THE STANDARD SPECIFCA- TIONS, AND AS DIRECTED BY THE CiTY ENGINEER. THE MAIN AT1" N NEAR THE MAIN, BUNDLED AND TAPED 9 O'CLOCK AT 10' INTERVALS do BUBBLERS BACKFILL 24" NEW CONCRETE (600mm) .: "•'FEMALE . ADAPTOR �QNC �IRl1 LOCK OCROW //�,T�� ��j / /� �/ IRRIGATION CONTROL CLOCK TO REMOTE CONTROL VAL IS REQUIRED FOR EACH MANIFOLD (BUNDLE OF VALVES. EXTRA WIRE SHALL BE OF A DIFFERENT COLOR THAN ONE USED TO OPERATE VALVES. 12. ALL MATERIALS USED SHALL BE NEW AND FREE FROM IMPERFECTIONS. POSITION LOCATE WIRES AT A .. : e l I YPI 1 I V I ! LL !/G GLL 13. ANY AND ALL CHANGES SHALL BE APPROVED BY THR CITY 3 O'CLOCK POSITION .. CONCRETE THRUST 6. ALL IRRIGATION CONTROL WIRES (CONTROL AND COMMON) SHALL BE 14 GA. U.L. SINGI.E STRAND COPPER WIRE, ENGINEER PRIOR TO IMPLEMENTATION. .o BUCK PER o TAPED AND BUNDLED AT 10 INTERVAL AND PLACED NEAR THE IRRIGATION MAINLINE AT 3 O'CLOCK POSITION. 14. SEE APPROVED LANDSCAPE/IRRIGATION PLANS AND LEGENDS FOR SPECIFIC MODEL SIZE, QUANTITY, MANUFACTURERS AND PERFORMANCE REQUIREMENTS. °. U.P.C. a .. iii 7' SHALLBBEERws�WILL AND WIREEDCOONNTECTIONHE C //� /�� per/ O ELECTRICAL DVAMIT FR LER ° o, a GALVANIZED PIPING do FRINGS 4 APPROVED Y BE ALLOWED UNLESS APPROVED BY THE CRY SPLICER AND THE APPROVED sPucEs WILL REQUIRE ( TYPICAL THROUGH OUT) TO VALVES SPLICE BOX. -4100mm} - F.G. © DOUBLE CHECK 09 REDUCED PRESSURE 30" EXPANSION TOP OF VALVE BOX OTEE(SST) ( MAIN ESL T) LINE BACKFLOW ANT LAR i CATER THAN 2' D>i�l� LOOP FOR SEE NOTE N0 4 ON ALL WIRES. TTHHIS SHEET) F.G. SCH 80 PVC 12' NIPPLE (300mm) (�) (750mm) STREET R.O. W. ONLY. L 18" BEHIND R.O.W. UNECONTROL EXTRA a GENERAL NOTES: @PLUG © 4 TEE ® 45' ! GE WIRE RE Rol FITTINGS SHALL BE (ELEVAT110IV) (PLAN VIEW IS FOR VALVE BACKFILL I ALL PIPING AND GALVANIZED UNLESS APPROVED BY THE INSTALLATION DETAIL T) COMMON • DIALECTIC UNIONS CITY ENGINEER. _= IIgI- =I 94 LE ADAPTER WIRE HIGHEST FINISH SPRINKLER GRADE 2. USE TEFLON PIPE TAPE ON ALL THREADED JOINTS OR APPROVED EQUAL BY THE CITY �./ HEAD ENGINEER. SCH 80 (PVB ONLY) 18' CONCR SHALL BE NEW AND NIPPLE SEE OF BOX (450mmy glAg (450mm) 18' MIN: 3. ALL MATERIAL USED FREE FROM IMPERFECTIONS. (T/T ON AT}LilS E OTE NO# ON LOOPEXPANSION HIS S7RqR HEET) WIRES. F.G. GENERA. NOTES: 1. ALL ELECTRICAL WIRING AND WATER LINES Shall BE 9. ALL IRRIGATION MAINLINES Y DIA. AND LESS SHALL ; MIN. a o. '' '• P' e' ;. ,' 4. SEE APPROVED LANDSCAPE AND IRRIGATION PLANS AND LEGENDS FOR SPECIFIC MODEL NO/ SIZE, QUANTITY, MANUFACTURERS, SHEEP MAIN MAIN INSTALLED 30' DEEP N A SCH. 40 PVC CONDUIT WHEN CROSSING ROADWAYS OR UNDER ANY HARD SURFACES. BE SCH. 40 PVC IRRIGATiON MAINLINES GREATER THAN 2' DIA. SHALL BE CLASS 200 RING TRE PVC SCH 40 OR APPROVED EQUAL BY THE CRY ENGINEER. AND PERFORMANCE REQUIREMENTS. UNE UNE A 2. WHERE THE RANBIRD MAXICOM IRRIGATION SYSTEM -- CONCRETE -- 5. ALL TRANSITIONS FROM GALVANIZED PIPE TO PVC PIPE SHALL BE CONSTRUCTED EXTRA BRICK CONTROL -CONTROL IS SPECIFIED THE MAXICOM GABLE MUST NOT COME INTO CONTACT WiTH THE POWER SUPPLY OR VALVE WIRING. LOCATE THE MAXICOM CABLE NEAR THE 10. BACKFILL AND COMPACTION REQUIREMENTS APPLY TO MAINLINE AND LATERAL UNE)IRRIGATION TRE HING W�7H NO p�CWr MAIN BLOCK FEMALE WITH SCH. 40 FEMALE ADAPTER OR ° (4 • • PER ADAPTOR APPROVED EQUAL BY THE CITY ENGINEER. INSTALLATION NOTES: WIRE WIRE SCH 80 MAIN UNE AT A 9 O'CLOCK POSITION. LL ALL TRENCHES TO 90 . COMPACTION. U.P.C. . e NIPPLE COMMON 3. IF MORE THAN ONE LIVE IS INSTALLED PER TRENCH 11. ANY AND ALL CHANGES SHALL E APPROVED BY iNE o' 6. A 6" THICK REINFORCED CONCRETE SLAB IS REQUIRED FOR ALL WATER PROTECTION 1. ALL MAINLINES INSTALLED SHALL BE TESTED AS PER MANUFACTURES ��° ®�N ELL �S REDUCER �I , (T/T) do WIRE FEMALE PROVIDE 6" HORIZONTAL AND VERTICAL SEPARATION. CITY ENGINEER PRIOR TO IMPLEMENTATION. DEVICES. MINIMUM CLEARANCE SHALL BE t8` ON SPECIFICATIONS AND SHALL BE TI PARE OF THE INSTALLATION SPECIFICATIONS. TO REMOTE C0&7WL VALVE AR?APfER 4. ALL PVC SOLVENT(gl) SHALL BE f711(PRIMER IS REQUIRED ON MAIN LINE ONLY.) 12. ALL IRRIGATION INSTALLATION SHALL BE NM CORD ANCE WITH CITY STANDARDS, THE LATEST EDITION OF ° -GALVANIZED ' . ° a ALL SIDES OF THE DEVICE AND AS DIRECTED BY THE CITY ENGINEER. 2 ALL TRENCHING DEPTH SHALL BE S. WHERE OPEN STREET CUTS ARE REQUIRED TO INSTALL THE UNIFORM PLUMBING CODE, MANFACTURER'S RE COMMENDATIONS, SECTION 20 OF THE STANDARD 4 ' 0 ' • ' ( SE DETAIL L-1 ON THIS SHEEr) AS PER CITY STANDARD SHEET NO/ 2 DETAIL D. E. AND F. Q.C.V. SHALL BE INSTALLED LATERAL N UNE VARIOUS IRRIGATION LINES AND/OR WIRES, ALL STREET PATCHING SHALL BE INACCORDANCE WITH CITY SPECIFICATIONS, AND AS DIRECTED BY THE CITU' ENGINEER. FROM WATER METER TO VALVES 7• ALL IRRIGATION INSTALLATION SHALL BE INACCORDANCE WITH CITY STANDARDS, 3. PORTLAND CEMENT CONCRETE USED '-, AT FINISH GRADE ON IAWM & 6" ASPHALT ABOVE F.G. AN PLANTER 6" CONCRETE E STANDARD NO. S6 AS DIRECTED BY THE CITY ENGINEER. 13. ALL MATERIAL USED SHALL BE NEW AND FREE FROM \ �/ ppm{ (H BACKFLOW /-AEVEN7R THE LATEST EDITION OF THE UNIFORM PLUMBING CODE, MANUFACTURER'S RE- FOR THRUST BLOCKS SHALL BE CLASS g' AS PER APPLICABLE PROVISIONS (t mm) SURFACE F.G. (.LAWN) g BRICK 6. LANDSCAPE AND IRRIGATION IMPROVEMENTS WITHIN THE DEDICATED STREET RIGHT OF WAY MAY REQUIRE A IMPREFECTIONS. C2"04l ELIDE a� COMMENDATION, SECTION 20 OF THE STANDARD AND AS OF SECTION 90 OF THE STANDARD SPECIFICATIONS OF THE CALIFORNIA �-.� • ."�• STREET USE PREMIT. CHECK WITH UIR ENGINEERING DEPARTMENT FOR REQUIREMENTS. 14. SEE APPROVED LANDSCAPE AND IRRIGATION PLANS AND LEGENDS FOR SPECIFIC MODEL NO., SIZEi QUANTITY, SPECIFICATIONS, DIRECTED BY THE CITY ENGINEER. DEPARTMENT OF TRANSPORTATION. F.G. (SHRUB) 50mm ( ) 7. WHEN THERE IS A CHANGE N FITTED DIRECTION, ALL IRRIGATION MAIN LINES (PRESSURE LINES) MANUFACTURER AND PERFORMANCE REOU REMENTS. WATER PROTECTION UNIT 8. ANY AND ALL CHANGES SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO IMPLEMENTATION. 4. THRUST BLOCKS SHALL BE USED AT CHANGES OF DIRECTIONS (BENDS, TEES), CHANGES OF VELOCITY SCH 80 NIPPLE �I V REMOTE VAL LARGER THA! 2" DIA SHALL BE SECURED WITH CONCRETE (REDUCERS, VALVES), AND DEAD ENDS. SCH 40 (T/1) VO/r 1 /TALL IG THRUST BLOCKS INACCORDANCE WITH 18« NAME E FILENAME NAME MANUFACTURE'S RECOMMENDATION AND FILENAME: L-1 - L-11 (4"8m) MIN. BY FILENAME: DATE 5. WHEN THRUST BLOCKS ARE USED, THE SIZE AND TYPE OF BLOCKING ARIwVW MY IM DA'll �1-20-99 PVC 90 (TT) a °f a n Oo1Mp DA L �1-20-99 oA Wi-20-99 AS DIRECTED BY THE CITY ENGINEER (SEE CITY STANDARD L-4) a n CoIIHa L oA �5-20-99 STANDARD 18" 18" CITY CO1Na L 1-20-99 SOm vM MIN. MIN. STANDARD °NA MUST BE BASED ON THE MAXIMUM cm W"IL THRUST FORCE EXPECTED AND THE STANDARD ' rS'-HOCXyATT 6" SCH.. 80 PVC ' STANDARD 'g'JN«1cAtt STANDARD atA+�t D.IIOGGAtt LANDSCAPE AND IRRIGATION S. ALL IRRIGATION LATERAL ONES SHALL BE CLASS 200 PVC UNLESS UNDER HARD l i 8��'ccATT ANDSCAPE AND IRRIGATIO cmemw 18 (450mm) MIN. 1st D•NOGGA7 LANDSCAPE AND IRRIGATION aEaceo LOAD-BEARING CAPCITY OF THE SOIL. 6• ALL ANCHOR RODS SHALL BE , LANDSCAPE AND IRRIGATION aKac.H NIPPLE (TT) LANDSCAPE AND IRRIGATION CHECKED O.HOGGAtt a+Eacm °'�`x"tt LEGENDS SURFACES, REQUIREMENT SHALL BE SCH.40 PVC. D.HOGGAtt DETAILS FOR PIPING, °.HOGGAtt 1EtER' O.HOGGAtt � I I I STALLS FOR RENO CONTROL � scA� scALE NAME SCALE TRENCHING/BACKFILLING REQUIRED ON ALL ASSEMBLIES POTABLE WATER PROTECTION MUM of t/2 INCH ND°wM SCALE TRUSTSLB BLOCKS MAN UNE AND QUICK COUPLER VALVES SCALE sEEt NO. AlvkovFA 91ST Na AvnaotiEn SHEET Ho. Ar*rao� 000ACRETE// O, sIEEr � 7. ALL CONCRETE THRUST BLOCKS AvvaovEo SHALL TESINACCORDANCE WITH s�+EET NO. ArPaotiFa OUIC�/K� COUPLER Cmr OF 8AX C� r- BAKBRSF13-DL -' OF BAKERSFE3-D C� L-2 Cmr OF sace�� L _ 9 IFH'E FORM PLUMBING CODE. Cmr of BAK 4 CALFORMA L-4 VAL C FA L-5 AALF'ORMA CALFORWA SLAB PLAN CALFOR IA IG CITY flldtEER PUBLIC WORKS DEPARTMENT aTY ENGINEER PUBLIC WORKS DEPARTMENT qTY ENGNlEER PUBIC WORKS DEPARTMENT CITY ENGINEER PUBLIC WORKS DEPARTMENT aTY ENGINEER PUBLIC WORKS DEPARTMENT SHRUB CONCRETE GENERAL NOTES: 12" SPRAY HEAD SEE NO. 7NOTE 12' « FOR BUBBLERS GENERA_ NOTE -TYPE M 1845[C 0 qm ED ALLOWED ( WALL OR FENCE BASIN- - MOW STRIP SNE THNSTS NO 3 1/2- (300mm) (300mm) 1. USE TEFLON PIPE ON ALL TREADED JOINTS OR NOT IN (.125mm)US 1. USE TEFLON TAPE ON ALL THREADED JOINTS. 2. ALL ASR RISERS, NIPPLES, SHALL BE SCH.80 PVC SIZED CONCRETE WALL 2" PLAN VIEW 150mm • 6' APPROVED EQUAL BY THE CITY ENGINEER. 2. ALL RISERS, NIPPLES, SHALL BE SCH. 80 PVC SIZED AS REQUIRED. CONCRETE LANDSCAPED ( SEE SHEET MEDIANS) L -13) (251.mm) PLANTING AREAS8" FOR 5'- 10' -F. ' (10Omm� CENTERLINE OF FENCE 1" (TYPICAL (25mm) f 1Omm � ALL SIDES) F.G. I 3. ALL FITTINGS SHALL BE SCH 40 PVC SIZED AS REQUIRED. (150mm) %(300mm) F.G. Fl EX 12" ?150rnm NIPPLE r�T/T) 3. ALL FITTINGS SHALL E SCH.40 PVC SIZED AS REQUIRED. 4. ALL LITERALS SHALL BE CLASS 200 PVC SIZED AS BLOCK WALL 2% MIN. SLOPE 4:1 MAX. SLOPE F.G.INSTALL TREES 1 ALONG CENTER LINE OF PLANTER AREA AND AS HAIN UNK FENCE OR WOODEN FENCE • . -• --�1 REQUIRED ON PLANS. i DIRECTED BY ROO LL 4. WHERE IRRIGATION HEADS ARE INSTALLED WITHIN EMBANKMENTS, A DRAIN VALVE OR CHECK VALVE IS ELL(ST) 24" C.O.B. (0.6m) REMOVE ALL FOREIGN CfiY ENGINEER. S -PLANTING (150mm) REQUIRED TO PREVENT EROSION. CHECK VALVES AND DRAIN VALVES SHALL BE INSTALLED AT LOCATIONS AS 18" TO 24" ( 450mm - 600mm) OR 5. WHER IRRIGATION HEADS ARE INSTALLED WITHIN EMBANKMENTS, A DRAIN VALVE OR CHECK VALVE IS i _ VARIES { { MATERIAL TO DEPTH SPECIFIED IN VARIES x x (SEE N a O (SEE NOTE PRESCRIBED BY THE SPECIFIC FIELD CONDITIONS AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO RADIUS LATERAL UNE( REQUIRED TO PREVENT EROSION. CHECK VALVES AND DRAIN VALVES SHALL BE INSTALLED AT LOCATIONS SL E jj { 1 SPECIFICATIONS C.O.B.NO STAN DARD DISTURB 6 0 � ) 1/2" RADIUS (.125mm) CO/yVRE� O USE AND PLACEMENT. 5. USE GALVANIZED CONDUIT WHERE IRRIGATION CONTROL CLOCK AS PRESCRIB9D BY THE SPECIFIED CONDITIONS AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO USE AND PLACEMENT. L]�SIDEWALK MOW STRIP 4' BER S-1 & S-3 REQUIR (TYPICAL} ALL SIDES) /I/R!W MOUNTED WITHOUT ENCLOSED PEDESTAL AND PVC ° (_OSEENOTE OVB COMPACT (SEE SHEET NO/ G 2X WIDTH ' OF ROOTBALL 1") ENCLOSED CONDUIT WHERE CONTROL CLOCK IS IN AN ENCLOSED PEDESTAL" C N �F ) SHRUB SPRAY HEAD 6. ALL POP UP HEADS SHALL BE 1" FROM CONCRETE AND ASPHALT AREAS. ALL LARGE RADIUS IRRIGATION TO 90% 11 DETAIL Ot) A• :• , •.. °. ,•-.:• . (25mm 9» 9" SLOPE GALVANIZED CONDUIT TO DRAIN 1/8" PER FOOT. 6. CONSTRUCT 6" CLASS "B" CONCRETE SLAB AS REQUIRED SLOPE GALVA- NIZED CONDUIT HEADS (PART CIRCLE) SHALL BE 4' FROM CONCRETE AND ASPHALT AREAS, HEIGHT OF POP UPS SHALL BE RBAR GUARD BARRIER � 1 $/7/7VB PLA/Y / /711V7 (2 5mm) (225mm) THE PEDSTAL MOUNTED IRRIGATION 40" TO DRAIN F.G.(TURF) F.G. TO RECEIVE CONTROL CLOCK. COMPACT 6" BASE N ETE SLAB. VE DENSITY PRIOR TO PLACEMENT OF CONCRETE SLAB. ( 1000mm) 1/8" PER FOOT INSTALL TOP OF HEAD 1/4' ABOVE F.G. FOR PART CIRCLE CIRCLE AND 4"'ABOVE F.G. AS FpU LAWS 4" POP UP FOR LAWN AREAS. 12' POP UP FOR SHRUBS. � PAWWAY SEcnON MEDIAN SEC7M �"i - 24 MINI DETAIL � -•'•': C- p�� FOR FULL CIRCLE F.G. 12" POP UP FOR GROUND COVERS. INSTALL ROOT MOW STRIP ' . (i150mm)•....TH -- 1/2" RADIUS 7. WHERE PART CIRCLE IRRIGATION HEADS ARE ADJACENT F. G, I ° 5 TO A BUILDING WALL, LOCATE IRRIGATION HEAD 4" FROM FACE OF BUILDING WALL TO BACK OF IRRIGATION HEAD. •• 7 LOIRRIGATION A EOI IGATIQNHEEADS ADJACENT12 BARRIER PANELS R00T AS CLOSE TO ALL + PREVAILING WIND DIRECTION (.125mm) "CA S. ALL IRRIGATION HEADS SHALL PROVIDE 100% COVERAGE WITH NO OVER SPRAY ONTO SIDEWALKS, STREETS, WALLS, j • ... TO A BUILDINSI FROM FACE OF BUILDING WALL TO BACK OF IRRIGATION Ham• TOE OF SLOPE HARD SURFACE AS POSSIBLE (PARALLEL WITH ( SE NOTE# 6) TREE I� I //� 1 STRIP AT 5'-0" (25mm) - - Sm �.• )__ AND BUILDINGS. ADDITION OF HEADS MAY BE REQUIRED AT ANY TIME IN ORDER TO ACHIEVE 100% COVERAGE. SINGLE STRAND 110 VOLT POWER S. WHERE STANARD SHEET SWING JOINT �TNLQUIR D, SEEJO TTYNTS 24" (0,6m} HARD SURFACE) TRUNK I�V MOW �/� CHAIN LINK FENCE LAD If --- -^-- - �- u -- -� LAWN 9. ALLIRRIGATION INSTALLATION SWILL BE INACCORD- ANCE WITH CRY STANDARDS, THE LATEST EDITION OF 14 GAUL DIRECT BURIAL COPPER WIRE SIDE VIEW �H• PVC 18' NIPPLE (T/T) (450mm) SHALL BE ALLOWED ON ALL IRRIGATION HEADS EVEN WHERE NOT REQUIRED. CONCRETE MIN. �.ocK WALL N x J 1 TREE TREE STAKES AND WOOD FENCE ' ••" .« '« :...,' .;..., ,.5..• .. I . THE UNIFORM PLUMBING CODE, MANUFACTURER'S RE- OF THE STANDARD SPECT- TRIPLE SMpNG JOINT 9. ALL IRRIGATION IN ON SHALL E INACCORD- RIGHT LOT W17H 0O G / V III /!7 RWT� iVA/7LJ SUPPORT a : • 3 "•. COMMENDATION, SECTION 20 FICATiON, AND AS DIRECTED BY THE CITY ENGINEER. O /� T SEE SHEET NO# L- 6 ANCE WITH CRY STANDARDS THE LATEST EDITION OF STAND THE UNIFORM IIO CODE, MANUFACTURERS REI OF WAY UNE �� t�<254►►I�•):a .•,.. ' � c t+ �TEd 10. ANY AND ALL CHANGES FROM THIS STANDARD DETAIL /� K CLOCK DETAIL Z COMMENDATION, SECTION 20 OF THE STANDARD SPECT- , SEC FlCATINNs AND As DIRECTED BY THE CITY ENGINEER. CONCRETE IDEWAuc VARIES TO of SLOPE I\ VI Y AKE LOCATION SHEEP SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. LATERAL UNE 10. ANY AND ALL CHANGES FROM THIS STANDARD DETAIL BLOCK WALL7_' 0.6m) F.G. GENERAL NOTES: gg O" ) 8« (20 mm ll. ALL MATERIAL USED SHALL BE NEW AND FREE FROM SHEET SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 2% MIN. SLOPE I LOT 1. APPLY SOIL AMENDMENT AS PER SOIL TEST. (200mm) IMPERFECTIONS. 12. SEE APPROVED LANDSCNApP�E,/IRRIGATION PLANS AND LEGENDS EE C DEL NO SIZE,QUANTITY,) / ��� © LARGE RADIUS HEAD 11. ALL MATERIAL USED SHALL BE NEW AND FRE FROM IMPERFECTIONS 4:1 MAX. SLOPE VARIES C.O.B. VARIES VARIES SIDE SEE PLANS FOR BACKFILL PLACE STAKES PERPENDICULAR TO LOCAL. 2. ALL TREES SHALL BE STAKED WITH NEW 2" DIAMETER (PRESSURE TREATED) LODGE POLE PINE. REMOVE ORIGINAL Q 1 PLAYGROUND FFORRTUSPECIFIC, I CE , SwU_ 7�.,7G S_3 REQUIREMENTS PREVAILING TREE STAKES FROM ALL PLANT MATERIAL DELIVERED TO WALL VIEW BOTTOM MOUNTED ( ) 12. SEE APPROVED LANDSCAPE MID IRRIGATION PLANS ANDSTD' LEGENDS FOR SPECIFIC MODEL NO#., SIZE, QUANTITY, WIND DIRECTION ((SEE DETAILMi THE PROJECT SITE AND INSTALL NEW TREE STAKES. 3. CONSTRUCT MOUND AS REQUIRED SECURE PLANTS OR FENCE a7/LJGIiALK .PLAN MANUFACTURERS, AND PERFORMANCE REQUIREMENTS. SIDEWALK - _ WATERPROOF ON THIS SHEET) ST STABILITY DURING CONSTRUCTION INSTALLATION. SC F.G. COMPACT TO 90% EQUAL BY APPROVED r 4. ARBOR TREE GUSRD OR APPROVED EQUAL IS RE- QUIRED AROUND ALL TREES PLANTED IN LAWN AREAS. APPROVED MOISTURE BARRIER (40 I EESHEETNO/ 11 DETAIL 01) L1�►►/t FF10009W 5. ROOT GUARD BARRIER IS REQUIRED ON ALL HARD SURFACES WHEN THE TREE TRUNK IS 5' OR LESS FALLELROMANYHARD PLACEPAR- F.G.MAR NOTES: TRE SUPPORT EEDGECE. SURFACE. --i t. CONSTRUCT A DEEP SCORE EXPANSION JOINT AT EVERY SCH. 40 PVC STREET ELL 90 / _ CW��A���77+5R�° !7AA9EDFLANTEW V.I.T. OR EQUAL 6. PLANTING TABLET SHALL BE PLACED 2" BELOW LOT X 1/2" RADIUS _,___iL, FENCE POSE AND AT EVERY 15' L.F. ON OTHER CON- CRETE F.G. TSLLOPEF ELL 90 (T� 12' SCH. 80 PVC 12" G 1 PARKWAY SECT7aV 11 f RETAINING WALLS 5' (125mm STAKE(S) FINISHED GRADE NEAR ROOT FOUNDATION AS FOLLOWS OR APPROVED EQUAL BY THE CITY ENGIN (125mm) (TYPICAL) ycw9mi SURFACES. 2. ALL AREAS 70 RECEIVE CONCRETE SHAT BE OOM- • E ASPHALT aO� (300mm) (TIT') (300mm) (SEE NOTE 2) TRUNK GUARD 1 - TABLET PER 1 GAL 3 - TABLETS PER 5GAL, 2" 9" (Sa,,m)6* RELATIVE DENSITY FOR A DEPTH OF 8" AND AS DIRECTED BY THE CiTY ENGINEERNIPPLE AND TO DIRECTED CONCRETE 350mm SURFACE TOOPEF SCH. 80 PVC NIPPLE (TIT) GENERA NOTES: I.. FOR TURF ONLY n 1c 6 -TABLETS PER 15 GAL 9 -TABLETS PER 24" BOX F.G. 225mm • 3. TOP OF MOW STRIP SHALL BE 1' ABOVE FINISH GRADE WHEN ADJACENT 10 TURF AND 2' ABOVE FINISH GRADE TRIPLE SWING JOINT 17 WATER BASIN MOW STRIP 1 mm FOOTING WHEN ADJACENT TO PUNTER. '° *.:; , •.; ' I SE SHEET NO/ L- 6 DETAIL Z MIN- 1. PROVIDE POSITIVE DRAINAGE ALL MUM TO 4: 1 MAXIMUM) N ALL LAND- 8. C CURBING AND OR CURB/GLISTER FOR LANDSCAPE CENTER MEDIANS ARE NOT EXISTING, SEE F.G. 4" BERM 7. ANY AND ALL CHANGES FROM THIS STANDARD DETAIL SHEET SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. - - •, � ; •, � _ 4. WHERE LOT GRADES ARE HIGHER THAN STREET GRADE SIDE �. WALL WATER P��� 6 REARED 18" E SCAPE AREAS. APPROVED CML ENGINEERING DRAWINGS/DETAILS. (I OOmm) SE CITY STANDARD SHEET NO% L - 8 DETAIL it. (450mm) E DOUBLE WIRE g WRAP (GALV.) (12GA.) LATERAL UNE 2. 9' CONCRETE MOW STRIP IS REQUIREDJ"- FOE ALL LAWN AREAS ADJACENT TO PRO 8. ALL LANDSCAPE INSTALLATION SHALT. BE IN ACCORD- ANCE WITH CITY STANDARDS, MANUFACTURER'S RE- 5. 9' CONCRETE MOW STRIP IS REQUIRED FOR ALL LAWN AREAS ADJACENT TO PROPOSED OR EXISTING FENCE REDWOOD STAKE FIG. 8 TIE 2' X 2" X 18 4 LOCATIONS (50mm x SOmm x 450mm) LATERAL UNE SIDE VIEW ®POP UP SPRAY POP UP SPRAYHEAD POSED OR EXISTING WALL PER CiTY STANDARD SHEET NNO# L-11 DETAIL 01. ROWN OF TRE / m BE 1/2' COMMENDATION,SECTION 20 OF STANDARD SPECIFl- CATIONS, AND AS DIRECTED BY THE CITY ENGINEER. PER CITY STANDARD SHEET NO# L - 11 DETAIL o1. S. ANY AND AL CHANGES FROM THIS STANDARD DUAL 0 TRIPLE SWING (SIDE MOUNTED) (BOTTOM MOUNTED) 3. WHERE LOT GRADES ARE HIGHER THAN (' 125mm) � � ABOVE F.G. 9. ALL MATERIAL USED SHALL BE NEW AND FREE FROM �//� -�/ O 1 N1Y/OW Sl7 PAT' SHEET SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. E SCH. 40 PVC p&7AIL F.G. STREET GRADE, 51� OF WALL WATER PROOFING IS REQUIRED PER CITY STAND- ARD SHEET NOi L-8 DETAIL 11. c g (THROUGH OUT) • �Y 0 IMPERFECTIONS. 10. SE APPROVED LANDSCAPE AND PLANS AND WALL AND rG/AVG 7. ALL CONCRETE SHALL BE CLASS 'B INACCORDANCE WITH CRY STANDARDS, THE LATEST EDITION OF 8" � ELL 11.E (200MM) h Ar�NT It 4. ANY AND ALL CHANGES SHAT BE APPROVED E x I a a W PLANTING TABLETS 1'> o O ( SE NOTE# 6) O.#.SITTON LEGENDS FOR SPECIFIC MODEL N0.¥ SIZE,QUANTffY,MANUFAC- MANUFACTURER, AND PERFORMANCES REQUIREMENTS. SECTION 73 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED BY THE CITY ENGINEER. FILENAME: NAME FILENAME: NAME BY THE CITY ENGINEER PRIOR TO IMPLE- MENTATION. FILENAME: NAME .� flLENAME NAME FILENAME: NAME v` T A n M BY THE L ►`:T,/J DAFT -20-99 STANDARD °RA'D:HOGGA- SWING APPROVED n B L PIPE THE DAh1_2D-gg STANDARD CRATHOGGAtt 5. ALL IRRIGATION INSTALLATION SHALL BE APPROVED n IW THE COUNCIL "1-20-99 INACCORDANCE WITH CITY STANDARDS' THE LATEST EDITION OF THE UNIFORM STANDARD-THOGGATT 2X WIDTH "S-20-99 STANDARD AdI ' D.HOGGATT BY THE APPROVED DANT-20-99 a n COUNCIL STANDARD I>f �THOGGATT Is HEAD DETAIL LANDSCAPE/IRRIGATION M(ST) , LANDSCAPE AND IRRIGATIO DIEacE° PLUMBING CODE, MANUFACTURER'S RE-__19LANDSCAPE COMMENDATKXN, SECTION 20 OF THE AN IRRIGATION a�acE° OF ROOTBal ANDSCAPE AND IRRIGATIO alEacm LANDSCAPE AND IRRIGATION aracm aEacr� DETAILS FOR IRRIGATION D.HocGAtt OR D.H000ATT DETAILS FOR STANDVARD SPECIFICATIONS, AND AS DETAILS F�QQR M DUAN ISLAND °.HOGGATT t'ARKWAY DJNOGGAtt FOR O.HOLGAtt FOR CONCRETE MOW STRIPS SOME CONTROL CLOCK,OSCILIATING � M'� TEE(SST) So" VARIOUS IRRIGATION HEADS SCAE DIRECTED BY THE CITY ENGINEER. ALL MATERIAL USED SMALL BE NEW AND scAE W TE P 00 �'^`I PLANTER SCALE - UNDISTURBED SOIL SCAB VARIOUS PLANTINGS �"'� &PLAYGROUND SIDEWALK SCALE SHEET NO, TM HEADS/TRIPLE SWING JOINT �,p THREADED- 1 APPROVED ® SHEET Ho 6. FRE FROM IMPERFECTIONS. APPaoveo WA R AI I NG WALLS OHM NO, .�� APPRwEo SHEETS APPROVED APPROVED Cjj y OF L b► UN BARBED ELL CITY OF i 7 7. SEE APPROVED LANDSCAPE AND IRRIGATION CITY OF L 8 1 TREE STAKING CITY OF BAKER�ELD L -.10 CrTY OF BAK Et -D L _ 9 CSA �f�/p�//► pjp� L71�///r�ri PYRE G C EE NDS FOR SPECIFICMODEL N SIZE, SQA ANDLEGENDS AND C pETAL C A CALFORNA an ENf.YIEER PUBLIC WORKS DEPARTMENT CITY gHPUBIC WORKS DEPARTMENT PERFORMANCE REQUIREMENTS. Cm ENGINEER PUBLIC WORKS DEPARTMENT aDNaHEER PUBLIC WORKS DEPARTMENT CMDIGNIEER PUBLIC WORKS DEPARTMENT I File Name: FF?? Urawn: U.A.H. PUBLIC WORKS DEPARTMEN Job No.: STANDARDS Engineer. D.A.H. STANDARD LANDSCAPE IRRIGATION DETAILS S • a �"s SHEET NO. CiTY OF BAKERSIciELD, CALIFORNIA / (�. 17 OF I? Date: SEPT. 08 1995 Checked By. D.A.H. - -- - I