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HomeMy WebLinkAbout6.5-260N 0 co a 0 w Q J J Q U U) z Q rr 0 U LIST OF DHA WINGS SHEET 1 CODER SHEET CONSTIRuC TION OF MEDIAN SHEET X -SECTIONS SHEET 3 PLAN VIEW/STRIPING SHEET 4 IRRIGATION PLANS LANDSCAPE /IRRIGATION IMPROVEMENTS ALONG SHEET 5 IRRIGATION PLANS GALLOWAY RD. - MEACHAIVI RD. TO HAGEMAN RD. SHEET 6 LANDSCAPE PLANS SHEET 7 LANDSCAPE PLANS SHEET 8 LANDSCAPE/IRRIGATION MATERIAL LEGENDS SHEET 9 LANDSCAPE/IRR/GA TION DETAILS CITY STANDARDS S-1, S— 4, S-17 L -2,L -3,L -5,L -6,L -7,L -8,L-10 CONVENTIONAL SYMBOLS ----- SECTION LINE — — RIGHT— OF— WA Y CEN TERL INE RAILROAD TRACKS FENCE UTILITY S YMB OL S WATER LINE G GAS LINE T BURIED TELEPHONE CABLE M. H. MANHOLE P.P. _w POWER POLE ® EXISTING MONUMENT W FU TURE MONUMEN T S.L. STREET LIGHT C.O. CLEAN OUT EXIST. CURB & GU T TER EXIST A.C. FLOWLINE EXIST EDGE OF PA VEMEN T GUARD RAIL IMPRO YEMEN TS s SEWER LINE o OIL LINE o AERIAL UTILITY F.H. -a W. M. W.V. ®.M. G. V. O FIRE HYDRANT WA TER METER WATER VALVE GAS METER GA S VAL VE LOCATION MAP NOT TO SCALE STATE OF CALIFORNIA CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: PROJECT LENGTH: BENCHMARK 0. 72 MILES IDATE REVIEWED AND APPROVED BY PARKS SUPERINTENDEN CLASS A N 0 TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION �O Q�pFELS A RD�y�F�� a C 40854 * Exp. 3-31-95 Jj,9TF CIV 1 QF CAI File NaMel CALLHAGE Job No. 1947 v rn rn N Cu [D O CD 9, cv C O - Z O Co O m co 0 4 CD cD 0 cn w w CcF- U) cn CE) z cz 0 ^. v rn m v m 0 a cu 0 _ 21 - CD 0 0 m co CD/ co 4 CD 0 / r� I_I-J w Cc co / cn CDZ H rr 3 0 q , z ' 1 O •� , ; ' © Q4; G z Q4,; 1 IQ ; uj z 10 ; z W Z 1 _Z O O �' W I Q � F- ~ � Q o z -� 1 `� o f >- d Q O Q 'yy _ un 0< I- X U 1'- ' I N> W i W tt)0 Om NW IW Q Q N g I w Q O Z �a 1 � oN �Q Q oo > o ao _ 6b00 � I +W Ma 1, > + Cn tb� 0)Xa lj 1 �m U �I �, I -1 O� +N �� + Q 1 m `l� Q O t� O N F -- Q 1 , F- Z r - , O r (n Q Z W Z a da ' �3 i z (! V FQ- W 1-- <0 QC�U' uj ``' POWER POLES TO BE REL CATED BY OTHERS(TYP.) v) w 0 0 1 to m V) W V) o ci w m EXISTING R/W � I +J -- _- -- O v-------- -------------------------------=------ 0 d - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------------------------------- -- 1 - --------------------------------------------- - 1 --------------------------------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------a 1 Q ---- ---- - - ----- o `----_ -- -_ ►------------------------ _______- •�� .Zt-__—___ __________________ PP ' 21 KV UNDERGROUND P.G./E ' P.P. ► 1 P' ' °� dO1S d01 II 7159.9731 SQ.r 1 - _ -- ' DBL.YELLOW t2• � i'i �-a 12' __ 11 12 0 wive/ w�aEs�� 11.5' - - - - - - - - - �- - - - - - • v� 12 _ _ _ _ _ gsrLTmkt INSTALL TYPE N ARROWS(NP.) 12' Ix `----------------------------------------------------------------14,--- ----------------------------------------------------- ----- q----- -� c1 '--------------- V v .. ..r - -----1 -_ --------------------------------- - -���� U ------ ------ ---- -? -- ------------------------------- �� BL.YELLO -- -- -- -- -- -- -- -- -- i i 'a OPS pop ESTOP i s Z CALLO WA Y DRIVE W Z 1 1 i y i 1 W Z i 1 F- F- Q 1- O F- w F- O F- F- O 1 i i10•I �d �d aF- 1a 0- J J a' a � F--- a F- Off- 011 O; OFd- �`� t`FQ- tC)Q 1 1 i i I O Q QQ Ott) Mtt) �U MZ OU O0 OU rM x -0 0)x OZ OX j I i i 1 Oc; xx • i 1' i�' ' ii ii ' ii ii W O M� W OW �o- W Om O O 00Q +tjM LrjNd+Q ( O _ O Z Z M00 �� d d� 1-w r -W Q m W .- ~H ~ 1 1 , 1 1 Q Q QO � 0� 1 > , I 1 F - 't! 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INSTALL DETAIL 38 1 0 0 0 0 0 O ------ ___- ------------ EXISTING CHANNELIZERS TO REMAIN(8 TOTAL) - - �- _ ` -------------------------------------------------------- CALLO WA Y DRIVE I , I � 12' 1 D END 4' SKIP 167' • > ------------------ --------- ---------------- N-------------- --------------------------------- P.P. DETAIL 38 DETAIL 22 t --- ------ --- --- - ---------------------------"--------------"------------------------------------------- ---AZ -«. 1 ---------------------- ------------------------------------- 5, - -- -w� 100' 12' X 120' BAY TAPER 385' TAPER SCALE.• 7 "=50, GENERAL NOTES: Q REMOVE STRIPE OR PAVEMENT MARKING AS SHOWN. O2 ADJUST MONUMENT TO GRADE. DENOTES NEW PAVEMENT AREA FINAL PAY Q UANTITES ROADWAY EXCAVATION = 1795 C.Y. IMPORTED BORROW 1374 C.Y. QRpF ESS / pv� LA 11� , Q� r C 40854 "' * Exp. 3-31-95 sj'9TF C I V I OF CAI \F File Name. 0830 Job No. DATE APR. 23, 94 CONS TR UCTION OF DRANK HELLE MEDIAN C IRB/ROADWAY REMOVAL RODE T ENGINEER ALONG CALLOWAY DR.- MECHAM RD. TO REINA PD. PROJECT ENGINEER MARIAN SHAW PLAN VIE W DESIGN ENGINEER J.R.LA ROCHELLE CITY OF BAKERSFIELD NO 3 CALIFORNIA OF • $ ' °� �' ENGINEERING DEPARTMENT S> or ii F SCALE-. 1 "=20 m m w• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E71 r I L OCA 7F a C. V VALVES AT INSIDE EDGE OF LANDSCAPE PIAN 7ERS "GIS �'kED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVE. BAKERSFIELD, CA 93301 — – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – — – – – – – – – – – – – m------------------------------------_----- m - – – – – – – – – – – – – – – – – – – – -- – – – – – – – – – – – – – – – – – – TE 140 3140 'f/20 • - - - - - - - - - - - - Jp­ 1120 112 3/4" 314w top 2* SCH. 40 P. R C, IRRIG4 770M MAIN UNE is 1-1140 1-114m 1-112"1-112V O 1. 1-1124 f-1120 1-1/40 67.60 2 0 f7t� 1-114* IN IN 314- 3140 1120 112 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m m m m m w O'OFESS/0N LA cz� ti Lirn C 40854 Exp.3-31-95 Cl vi \F OF cp,\-\ File Name. 0830 lob No. 0000 DATE 0 CONS TRl"'.1 UC 'ION OF MEDIAN DRAWN 4-27-94 O.A.HOGGATT LANDSCAPE IRRIGATION SYSTEM PROJECT ENGINEER MARIAN SHAW 7 4G LONG CALLO WY DR. MECHAM RD. TO REINA RD DESIGN ENGINEER J.R.L.ROCHELLE CITY OF BAKERSFIELD NO 4 CALIFORNIA 9 ENGINEERING DEPARTMENT stmgrs ON m m - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - -- - - - - - - — - - - - - - - - - - - - - - - -- - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -4- ti LO co LO LO (0 U) 314 1120 112" 112 314 3140 L] IN 1-1140 1-114- 1-112- 1-112 1-1/20 1-1/2& 1-1140 1- 41 f" 1 314 314 112 112 -1 L14 77,47- . ..... . ..... 2* TE 140 3140 'f/20 • - - - - - - - - - - - - Jp­ 1120 112 3/4" 314w top 2* SCH. 40 P. R C, IRRIG4 770M MAIN UNE is 1-1140 1-114m 1-112"1-112V O 1. 1-1124 f-1120 1-1/40 67.60 2 0 f7t� 1-114* IN IN 314- 3140 1120 112 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m m m m m w O'OFESS/0N LA cz� ti Lirn C 40854 Exp.3-31-95 Cl vi \F OF cp,\-\ File Name. 0830 lob No. 0000 DATE 0 CONS TRl"'.1 UC 'ION OF MEDIAN DRAWN 4-27-94 O.A.HOGGATT LANDSCAPE IRRIGATION SYSTEM PROJECT ENGINEER MARIAN SHAW 7 4G LONG CALLO WY DR. MECHAM RD. TO REINA RD DESIGN ENGINEER J.R.L.ROCHELLE CITY OF BAKERSFIELD NO 4 CALIFORNIA 9 ENGINEERING DEPARTMENT stmgrs ON 'cT Q7 Q1 (D a --k O 0 CD a M c 0 E z 0 0 0 m Go 0 a I -- CD 0 i U) w w crF— un i vi U) z m 57G�,IERED CIVIL ENGINI I CITY OF BAKERSFIELD SCALE: "=20' 1501 TRUXTUN AVE. BAKERSFIELD, CA 933 I I I Q I NW � \ w w w w w w w w w w w w w w w w w w 0 �- - ---------- - - - - -- - ----------- - - - - -- - ------------ - - - - -- - - - ----------- - - - - -- - - - - ---------------- - - - - -- ----------------- 00 00 03 00 0 10) 00 CO co rid h 06 - O O + + + + + + + + + + + U N N M P d rt- Lr) h to N N N N N N N N N N N (n N (j) 1/2" 3/4" 3/4' f' 1" 1-1/4' 1-1/4' 1-1/2" 1-1/2' 2' - - 2' f-1/2' 1-1/2' 1-1/4' 1-1/4' 1' 1' 3/4" 3/4' 1/2' 1/2' r • - a r v r�3 �... i �► _ / _ of • / �.� i �. ,.� a.. r—. r:. ':. .. r—. ►,. >•� wlkl�krw�k��ykJww�Ge-4,�C�y kr;aim ml �L��i..��-..5�@��im++�ZffiQ3Z8:-J�4I�►.�►.�k1��J��1....45ffiQy� +ya IDZffim�C4_.d�.Icy.y\l«{�k��►J�\yy�J��1._t:4@�=y�JLIIm7:iL-w b-A��LJ yamL.L. � 1/2" 1/2' 3/4" 3/4" 1' 1' 1-1/4w 1-1/4" 1-1/2" 1-1/2a+ 2' 2 1-1/2" ® 1-1/2' 1-1/4' 1-1/4' 1" I r i i r77 0 SEE PbIN1T OF CONNEC77ON DETAIL BELOW 2" PO1NT OF CONNEC77ON FOR ELECTRICAL SUPPLY POINT OF CONNEC77ON FOR IRRIGA770N WA7 I EVS77NO 2" IRR/G4770N MAIN UNE ------------- ---- wr ww w/w ww ww ww �rw was ww SEE SHEET 3 OF 9 (PLAN VIEW) FOR U77U77ES EXISTING 30 STAAON RAIN MAS7E 019TAL) CA 0 14 Y L'ill VL:: IRRIGA770N COWROL CLOCK W17H SIX (6) STA77ONS AVAUABLE CON7RAC70R SHALL CONNECT (4) NEW REMOTE CON7ROL VALVES FOR CENTER MEDIANS TO EXISTING CLOCK AND PROGRAM AS D/RECIED BY CITY ENGINEER CoN7wcm SHALL N077FY CITY PARKS D/V1soN 48 HOURS INADVANCE OF DOWNING EVS77NG IRR/GA770N SYS7EM 7V ESTABLISH EXCEPTABLE POINT OF CONNEC77ONS, POINT OF CONNEC77ON TO WAIER/CON7ROL CLOCK SHALL BE WIT7IVE'S BY CITY PARKS REPRESENTA77W AND APPROVED BY CITY PARKS REPRESENTATIVE FOR NORMAL AU70MA7ED IRMG47ION FUNC770NINa "GA V�P/PE S7 EEVE I I I I I I I w a>K w w w w w w w w w w w w w w w w w w op R — — — — — — — — — — — — — _ — o0 A Q 00 A — — — — — — — — — — — — — -- — — — — — — CENTER UNE CALLOWAY DRIVE 00 00 i O lRRI.CONT. WIRES - O O O POINT OF CONNECTION (WA 7V?). IRRIGA77ON MAIN U E -_-_-_ 2"dA7EVALVE- MO, O ti — — — — — — -- — — O EXJO STA.IRRI• CONT•CLOCK m EX•BACKFLO (6 STA.'S AVAILABLE)3 2. 1-1/2' + + I O (+� Q i �` � � I (1) Q) v I I 1-1/2 � I I I 3/4' 3/40 1/2" 1/2" w a>K w w w w w w w w w w w w w w w w w w El an 112* 112m 514m 3140 1-1140 n op R — — — — — — — — — — — — — _ — o0 A 00 00 A — — — — — — — — — — — — — CENTER UNE CALLOWAY DRIVE 00 00 00 O lRRI.CONT. WIRES - O O O POINT OF CONNECTION (WA 7V?). IRRIGA77ON MAIN U E -_-_-_ 2"dA7EVALVE- MO, O ti — — — — — — -- — — O EXJO STA.IRRI• CONT•CLOCK m EX•BACKFLO (6 STA.'S AVAILABLE)3 2. 1-1/2' + + ,M+ l El an 112* 112m 514m 3140 1-1140 n V7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T -- - - - - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _- w w w w w w w w w w m w w w w w w w -. POINT OF CONNECTION .DETAIL — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CENTER UNE CALLOWAY DRIVE 00 00 00 = lRRI.CONT. WIRES - 2' IRR/GATIOlH MANN UNE 6' GALV S7EEL CASING—a.-) I I D' 2-1/2' POINT OF CONNECTION (WA 7V?). IRRIGA77ON MAIN U E -_-_-_ 2"dA7EVALVE- MO, O O — — — — — — -- — — O EXJO STA.IRRI• CONT•CLOCK m EX•BACKFLO (6 STA.'S AVAILABLE)3 + + + ,M+ l (+� M �` ll (1) Q) 1-1/2 3/4' 3/40 1/2" 1/2" 1-1140------- F ' , Lj 'I "` y.. - --.�..- ------ 3'3CA �0'P PC�IRRlQITION"MA7NZlIDE -�- �-_4 � �- - - - - - 2 - 1 - 3/ 1120 7. 1-1/2' 1-1/4' 1' 1" 3/4' •c :p O i b cl) O ' J V7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T -- - - - - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _- w w w w w w w w w w m w w w w w w w -. POINT OF CONNECTION .DETAIL SEE SHEET 3 OF 9 (PLAN NEW) FOR U77U77ES N•T•a LANDSCAPE AREA STAMPED CANCRE7E MEDIAN CURB CENTER UNE CALLOWAY DRIVE Z = lRRI.CONT. WIRES - 2' IRR/GATIOlH MANN UNE 6' GALV S7EEL CASING—a.-) I I D' 2-1/2' POINT OF CONNECTION (WA 7V?). IRRIGA77ON MAIN U E -_-_-_ 2"dA7EVALVE- - 13 ^-__--_ -� - j- - _- f - - POINT OF CONNECflON (ELEC.� — — — — — — -- — — ��,(,— j EXJO STA.IRRI• CONT•CLOCK m EX•BACKFLO (6 STA.'S AVAILABLE)3 I� UNIT 4) .� 4� a File Nome: 0830 Job No. 000000 CD CD itii n C:) Lo co C) CD c:l CD m co CD CD CD m cn Lu Lu M U) cf) CD cc cm SCALE.• 1 "-20 CA kwwo/ A Y DPiIVF W Nam M MM — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LIZ + Lo 4 — 24' BX UMDAMBAR STYRACIFLUA 95 — 564L. MORAEA ARIOIDES X< PALO ALTO FORTNIGHT ULY BALLERINA w K — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ± — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — =m � = maw mm m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 - 24* OX LIQUIDAWAR STYRACIFLUA PALO ALTO 76 - 5GAL. MORAEA MaDES FORTNIGHT ULY 7 - 24m BX. SEQUOIA SEMPERWRENS 49 - 5GAL RAPHIOLEPIS INDICA LOS AL7VS BALLERINA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .-� = m File Name: 0830 job No. 0000 CD rn C\i C6 ir) ib CD Co CD CD CZ) m CC) C> CD (D CD cn Lu W rr cn cn CD CC wo SCALE: 1"-20' m m w w w w w m -------- - --- - --------- ---------------- ---- - ------ ------- ------- - - - - -- ---- -- ---------------------- --------------- - --- -- -- -- - - - --- - - --- - -- ----- 6 240 OX UQUIDAMBAR STYRACAFLUA 97 — 50AL MORAL 4 IR101DES PALO ALTO FORTNIGHT LILY 4 -X -+-X-+- 4-14-14-1 - 7 - X - li- 14-Y4-1+ MW AUNA, PW JOSPAWAMAMAN MMmLmmmmzmwmw Amf wk '== F +V&+X+I+l - )r- x - I- Y+Y+Y+ 6 — 240 BX SEQUOIA SE WPERWRENS LOS ALTOS 53 — MAL RAPHIOLEMS INDICA L BALLERINA — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — C) CA 0 Wz---,Ii Y DRI VF Q) � i � ww www aw mmmwm� m m m m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - 9 - Od* OV litV11AA&MAD crm*A^L7lfA PALO ALTO 124 — SGAL MORAEA IR101DES FORTNIGHT ULY 69 — 50AL RAPHIOLEMS INDICA BALLERINA 5 — 24* BX SEQUOIA SEMPERWRENS ----------------------------------------------------------------------------------- 0 ----------------------------------------------------------- - - - - - - m w m m m m F File Name: 0830 Job No. 000000 1014 000"MUMMM 'r, — M M, A ICA 2 7, W, M 4011 4 -X -+-X-+- 4-14-14-1 - 7 - X - li- 14-Y4-1+ MW AUNA, PW JOSPAWAMAMAN MMmLmmmmzmwmw Amf wk '== F +V&+X+I+l - )r- x - I- Y+Y+Y+ 6 — 240 BX SEQUOIA SE WPERWRENS LOS ALTOS 53 — MAL RAPHIOLEMS INDICA L BALLERINA — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — C) CA 0 Wz---,Ii Y DRI VF Q) � i � ww www aw mmmwm� m m m m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - 9 - Od* OV litV11AA&MAD crm*A^L7lfA PALO ALTO 124 — SGAL MORAEA IR101DES FORTNIGHT ULY 69 — 50AL RAPHIOLEMS INDICA BALLERINA 5 — 24* BX SEQUOIA SEMPERWRENS ----------------------------------------------------------------------------------- 0 ----------------------------------------------------------- - - - - - - m w m m m m F File Name: 0830 Job No. 000000 SYMBOL QUANTITY MANUFACT. MODEL HEAD TYPE NOZ. PATTERN P. S. I. G. P. M. RAD. /DIA. REMARKS a RAINBIRD #1806 BODY POP—UP SPRA Y Q15 180 30PS1 .83 ADJUST ALL IRRIGATION HEADS ° 2" RAINBIRD #1806 BODY POP—UP SPRA Y H15 90 30PS1 1.85 FOR PROPER CO VERA GE AS REQUIRED RAINBIRD # 20OPE REMOTE CONTROL VALVE RAINBIRD #1806 BOD Y POP—UP SPRA Y Q12 90 30PS1 .65 AND AS DIRECTED BY CITY ENGINEER. c "RING TI TE" OR APPRD. EQUAL RAINBIRD #1806 BODY POP—UP SPRAY H12 180 30PSI 1.30 CONTRACTOR SHALL REPLACE ALL ® ------ RAINBIRD #1806 BODY POP—UP SPRA Y Q10 180 30PS1 .79 DEFECTIVE IRRIGATION MATERIAL RAINBIRD #1806 BODY POP—UP SPRAY H10 180 30PS1 RAPHIOLEPIS INDICA AS REQUIREDI AS DIRECTED BY 5—GAL. 231 PLASTIC IRRIGATION CONTROL VALVE BOX AND LID BY CITY ENGINEER. AMETEK #10-173-134—LID BROOK #1419—"SNAP LOCK" TAB LID AMETEK #10-170-001—BOX BROOK #1419—BODY BOX GALLONS PER MIN. VAL VE NO. VALVE SIZE EQUIPMENT LEGEI-D SYMBOL MANUFACT. MODEL DESCRIPTION SIZE QUANTITY 0 2" WATER METER BY CAL. WATER SER VICE(EXISTING) 2" RAINMASTER PED/MONT. CONNECT NEW RCVS TO EXISTING 30 STA.IRRI. CONTOL CLOCK , LIQUIDAMBAR STYRACIFLUA PALO ALTO' 24 BOX C.::-- — =_j RAINBIRD #DCA20OR 2" BACKFLOW UNIT EXISTING 2" DLiv 4 HAMMOND, MA TCO OR EQUAL MANUAL GATE VAL VE(LINE SIZE)(ON NEW 2" MAIN") 2" SEQUOIA SEMPER WRENS 'LOS ALTO' RAINBIRD # 20OPE REMOTE CONTROL VALVE SINGLE TRK RAINBIRD #44 L VC 1 " QUICK COUPLER VALVE W RUBBER CAP DBL. SWG. ASSEM. • • • • - • "RING TI TE" OR APPRD. EQUAL IRRIGATION MAIN LINE CL 200 RING TI TE P. V. C. 2" IRRIGATION LATERAL CL 200 P. V. C. VARIES ------ 14 GA. DIRECT BURIAL WIRE U.L. APPROVED MORAEA lRlOIDES FORTNIGHT LILY 5—GAL. 392 IRRIGATION CONTROL AND COMMON WIRE AT 4 O'CLOCK POSITION TIED EVERY 15" RAPHIOLEPIS INDICA BALLERINA 5—GAL. 231 PLASTIC IRRIGATION CONTROL VALVE BOX AND LID AMETEK #10-173-134—LID BROOK #1419—"SNAP LOCK" TAB LID AMETEK #10-170-001—BOX BROOK #1419—BODY BOX GALLONS PER MIN. VAL VE NO. VALVE SIZE Ln 0 0 c 0 Z 0 0 0 m 0 CD 0 cn w w 2 cn cn z 3 0 GENERAL LANDSCAPE NOTES: I. I RRI GA TION SYSTEM SHALL PROVIDE A 100% UNIFORM COVER OVER ALL LANDSCAPE PLANTING AREAS. ADJUST ALL HEADS TO PREVENT OVER SPRA Y UNTO HARDSCAPE AREAS. 2.ALL TREES SHALL BE PLACED IN LOCATION OF PLANTING AND APPROVED BY CITY ENGINEER PRIOR TO EXCA VA TION FOR TREE PLANTING. 3.ALL PLANT MATERIAL SHALL BE REVIEWED/APPROVED BY CITY ENGINEER UPON DELIVERY TO SITE AT TIME OF PLANTING. 4. ALL PLANT MATERIAL DETERMINED NOT SUITABLE, SHALL BE REMOVED FROM THE SITE AND REPLACED WITH SAME. 5.AFTER SOIL AMENDING AND PRIOR TO PLANTING CON TRA C TOR SHALL ESTABLISH A UNIFORM SMOOTH GRADE THROUGHOUT THE PLANTING AREAS WITH FINISH GRADE AT 2" BEL 0 W TOP OF STAMPED CONCRETE SURFACE. 6. AFTER PLANTINGS (TREES/SHRUBS) HAVE BEEN PLANTED AND AND WATER BASINS ESTABLISHED, CONTRACTOR SHALL ONCE AGAIN ESTABLISH UNIFORM SMOOTH GRADE THROUGH THE PLANTING AREAS. 7. CONTRACTOR SHALL MAINTAIN WATER BASINS AROUND ALL PLANTS THROUGH THE MAINTENANCE PERIOD. S. PRIOR TO CITY ACCEPTING PROJECT FOR MA I N TENA NCE CONTRACTOR SHALL REMOVE ALL WATER BASINS AND ESTABLISH FINAL UNIFORM SMOOTH GRADE. ?'LANT MATERIAL LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZEQUANTITY REMARKS / COMMENTS TREES LIQUIDAMBAR STYRACIFLUA PALO ALTO' 24 BOX 77 SINGLE TRK SEQUOIA SEMPER WRENS 'LOS ALTO' 24" BOX 75 SINGLE TRK SHRUBS + MORAEA lRlOIDES FORTNIGHT LILY 5—GAL. 392 RAPHIOLEPIS INDICA BALLERINA 5—GAL. 231 ( -5- d bo File !Name. 0830 Job No.