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Home My Public Portal AboutHighway 101 & 92 - Construction Plans For Parking Lot Off 19th Avenueat!4,4t A F C 9 PLANT LIST AND PLANTING SPECIFICATIONS (UNDERLINED PORTIONS OF BOTANICAL NAME INDICATE ABBREVIATIONS USED ON PLANTING PLANS) 01ST. COUNTY 04 SM ROUTE 92/101 POST MILES TOTAL PROJECT RII.2/R13.2; 9.$/13.1 SHEET 101 AL NO. SHEETS 9 r,gan,t, Registered Landscape Architect No. 1866 g Date Approved Sep to mh e r 4 %9R6 30 PLANT GROUP a 3 a) 0 T N C E O 0 a> Cr Ca 0 a a a) m 0 0 L 0 Q a> a Ca 0 C -1C 0 N 0 S a> C Project Landscape Architect L . 5. OtH LE -12- F PLANT NO. I Z SYMBOL 0 BOTANICAL NAME C L'r To SToMA CALL I ST EGIOIPES HESE. EUxl FOUA?ATfYsfl.1119-E / COMMON NAME vIOLET TKUMPET VINE PAIN'S FISFLa H1 SIZE 1 GAL. GAL. QUANT. EACH HOLE SIZE DIA. ISII DEPTH 3(0" SEE NOTE ® 3 5 . 7 PARTHENOGI5U5 TRI CUSP I EATA I'I TrosPo RU M 11GENIoPEs EUoNYMoUs FoRTUNEI 'GoLoRATA' POSToN IVY N.G N. PURPLE 1 GAL. GAL. 5 GAL. IN FLATS 5EE NOTE® c NOTE 0 BASIN TYPE it FLAT ARf ) I `FLAT AREA) Z FLAT AREA) NOTE IRON SULFATE NONE NONE SOIL AMEND. 1 CU . FT. 14 Cu. FT./ ea. YP COMM'L. FERT. (Application Rate) NONE NONE NONE NONE GU.rT I CU . Fr 12 c1u. FT: / PLANTING TWO 2 I - GRAM TABLETS Two 21- GRAM TABLETS Two 2 ► -& M 'P LETS Two 2 ► - (,SAM TAF LETS -in Fitt 21- GRAM TAItLETS PLT.ESTB. GRANULAR I,B/ PLANT G IzA N u LAR. PLANT &MNWLAR 3/4 LB./ PLANT GRANU1.& PUNT G izAH IJ LP& 1/4 LB./ PLANT GRANULA>Z %2 LB./ PLANT GRANULAR 15 LP>5. 1000 ,.FT: MULCH 1 Cpl. Fr cutt STAKING No. -sat -712 NoW� NON E CU_ FT. CU FT_ 2-1'XiI 'x 31 - NONE PLANTING LIMITS Minimum Distance From TRVD. WAY PVMT. FENCE WALL c'E l; NO 5 5 lo' PAVED CURB DITCH 4 5 ON CENTER 1;' 4' REMARKS VINE, OIL ftNCt SH IK.0 3. VINE- ON COLUMN SHRUB Cu FTC sa.YP 5 f..E, No lts NONE - NONE 3' 3' 5' 3 4 3 4 SHRU LOW SUN& X : DENOTES REQUIREMENT APPLICABLE WHEN CIRCLED: 0 SUFFICIENT TO RECEIVE ROOT BALL. 2. DOES NOT APPLY TO MULCH AREAS 0 AS SHOWN ON PLANS. ® UNLESS OTHERWISE SHOWN ON PLANS. 0 SEE DETAIL © SEE SPECIAL PROVISIONS. adirans LANDSCAPE ARCHITECTURE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Calculated By: Date Revised: Checked By: Revised By: Contract Number 116594 NO CONSTRUCTION CHANGES CONTRACT No. 04-4 2'5594 DATE ACCEPTED /0 957 AS BUILT RESIDENT ENGINEER 7 ✓( C�i REVISIONS BY__ZA. LF1E--- DELINEATED BY DEL CHECKED BY__ V N*1CQ DATE _D-29-87 DATE DATE 7 -09 ABBREVIATIONS ON THIS SHEET NO. QUANT. DIA. AMEND. COMM'L. FERT. PLT.ESTB. TRVD. PVMT. : NUMBER : QUANTITY : DIAMETER AMENDMENT COMMERCIAL FERTILIZER : PLANT ESTABLISHMENT : TRAVELED : PAVEMENT PLANT LIST HP PI. -1 REVISED 5-30-85 LASC OIII COUNT •OU'I IMIt. TOTAL X X I x x x • • C m • • • C m V v' • e E E 0 • C • 0 151. 4 • C • CJ a • V 0 • 0 L•nd•c•p• U • U 4 • a • • U • 0 0. Zia 4-4 I�ux. N IS EGG. TF. H5 LIMIT OF IZOA9SIDg CLEANING Co4O EUO. FOR. Ct &/fa s LANDSCAPE ARCHITECTURE 2+ 4-1FB: gUX. 9 PIT EU /Z 6) PIN • CAN. 41 VA 55 Er -TF.g_ V2v 2€5 Efac.TW. 55A -F,110. FOR F.�. $UX. \2' 10 PAF. TRI. IG 13,U1(. PIN. CAN. 24- Ems. TER• 1°11N pVE 15 E•SC. fEK. 5S HES Bux. F'LANTI NG LEGEND C ) v 5.Rii7c0E, COLUMN ASPHALT CONCIZETE(A. CHAIN LINK FENCE - CU KB OVERHEAD STRU GTU RE 5w SIDEWALK, 17 HEB. BIJX. 3 PIN. CAN G) PAVING 9 IPLINE 8 HOB BuX. PN. CAN. NOTh: LOW SHRUBS(EUONYMOUS)SHALL BE PLANTED TO WITHIN S' OF THE OUTp4 MOST TlzEf Olz SHFFGI7 IN A GFOUPINGI nor 11,6.19- TOTAL PROJECT Pes 1 04- 5M 92,101 RII.2/R13.2i; 9,8/13,1 10 30 Registered Landscape Architect No D•t• Approved September- 8, /986 NO CONSTRUCTION CHANGES CONTRACT No. t- • DATE ACCEPTED ;'; AS BUILT RESIDENT ENGINEER 17, REVISIONS BY__ A' DATE / -L`1 _S/ DATE DELINEATED BY DEL CHECKED BY__ V. Ye (2- DATE 4 flr. EUG. 18 CLY. CAL. (No CULTIVATION RE UIw) AI 6 /A/G Scale In Feet 10 20 40 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Designed By: Date Revised Drawn By: Revised By: Contract Number 116594 PLANTING PLAN 1-1r-- 7-1 REV. 8-20-84 LASC 24 DUX. 31 g --rgz 4 PIT- FMO. TREE LOCATION PLANTEK (NO CULTIVATION REQUIRED) f 19 Euo.. FOK. e PIN. CAN q-6 CLY. CAL - (NO (NO CULTIVATION RQUIRE.D) 42_ Esc. Tag. 49 I-1 B8.13UX. 235 ELM. FOR. eoe . OP A.C. P '/ING (p" CoNCFETE CURB 41 s PT EU& S Ht. S PAR. TRI. ND�E: PIN1 1ED G>zAP- NSr�E PL-ANTF,K Aiza 5N�4u. S E- 3 " 13a -OW -roP or A.C. /Ac<,„,NCI 10' PLAN I sLANP PAVI14C& PEE.1 l At Ca/trans LANDSCAPE ARCHITECTURE CPI LINE 17 ;UK STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TES. • 40 .N • 13UX. 14- PIN. CAN. 720 6U0. FOR. 44- Esc. Tag. 40 PIN. CAN. 19 ESC. f6 . 0 CONTRACT No. .04-116694 Designed By: Date Revised Drawn By' Revised By: • LIMIT OF VOAVSIPE GLEAMING ci 'tract Number CHASE II pdRK 4ND KzIDE LOT 0OdpSIDE REQUIRED Scale In Feet 10 20 40 noun I POST MIL SS —TOTAL PIOitCT SPIKE 1 TOTAL Me IN WI Z, 101 It.2/0.2.; 9,8/3.1 11 30 Registered Landscape Architect No. 1866 Dat• Approved September 8, /986 S NO CONSTRUCTION CHANGES DATE ACCEPTED /n B9- e7 AS BUILT RESIDENT ENGINEER P. "ica. REVISIONS BY_Li��_� DATE -ZQ- DELINEATED BY DEL Q Ye c CHECKED BY _ _ DATE DATE 7-69 PLANTING PLAN REV. 8-20-84 LASC FORM WH23A PF " V " " " pprovel Recommended By D O " G Landacape C " O 0 " Landacape U " J /0 t, PHASE II PpFK hND RIDE KOADSIDE C6EAFING FEQUI7Eri 1/4 0 EMIT OF aOAPSWWE MAN* Et &If'ars LANDSCAPE ARCHITECTURE 0 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (ND CULTIVATION rE4UrREp) ��-w NO CONSTRUCTION CHANGES CONTRACT No. CI ://..-c-7-fir DATE ACCEPTED j! -7j-'7%; ." AS BUILT RESIDENT ENGINEER t;' REVISIONS BY__ 4-' ..;j -- DATE DELINEATED BY DATE DEL CHECKED BY__ Ye ;4 DATE ~ 2. Designed By: Date Revised Drawn By Revised By: Contract Number 1 16594 DI ST CODSTT 04 SM ROUTS POST SPIRT LEIF TOTAL PROJECT 2, 101 RII,2/R13.2:0,8 13.1 12. (AylmA,_ RegF6tered Landscape Architect No. 1866 oats Apwov.d Seofe ther B, /936 TOTAL 'Mini 30 " Scale In Feet 10 20 40 PLANTING PLAN HP -P-3 REV. 8-20-84 LASC FORM WH23A PP 4- !,f SE - 3'%iATER METER ' /1 2" AcKFLoW PRV PNTic i 2'. MASTER Q.V.!! °i . *al/ $1'- MV -7 FOR (;f -- \D r. R.c.v CONTROL 9cHE-MATIG.\ Z I,© /, ,t l 1 43 f tf� 19 TH AVE. 4 112CZIGATION 6Y OTHERS GcAI-f; I" = 50' / / QUICK CouPUNCd vALVE''' �. 1 1 l \ EE LINE CONTROLLER IN ENCLOSURE CA I NET \,r ---ELECTRICAL CONDUIT i fr r' f /'r f rr f/r !f rr. ,fr -,- / / NO CONSTRUCTION CHANGES / CONTRACT No. 59/ DATE ACCEPTED /0 — ✓ — l!'JE 7 AS BUILT RESIDENT ENGINEER ✓'Ity REVISIONS BY__ 4 i 2_ - DATE /0-2y-37 DELINEATED BY /� DATE DEL CHECKED BY v' DATE 7/ aT NOTE= JELL UNMAFI16EV PIPE SHALL g 14" STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION h To WATER META AND MASTER R.G.v.) SE!% WAIL_ TO THE LEFT, THIS St -j 1 coWito` & NEUic MRG`� CO NDoccORS _ • IRRIGATION LEGEND IRRIGATION C•RoSSovE PLASTIC, PIPE (PR 200)(SLIPPLXUNE) (MAIN) PLAsric.PIPE(PRZoo) (SUPPLY LINE) (LATERAL) REMOTE CONTROL VALVE (R.c.v.) m a R.C.V. WITH WYE STRAINER A6EP1BL`( QUICK couPLINC& VALVE WITH CONCRETE PRoTEcToR PLASTIC PIPE IN 2211 G.s.I? SLEEVE CONNECT TO EXISTIN& PIP- ELE,GTICAI. GOND(JIT >.XISTING- IFPIGATION CFzOSSOVEF, (vu nN RN EXISTING CONTROL Sc NEUTRAL CONDUCTORS Designed By: Date Revised Drawn By: Revised By: Contract Number 116594 \off lh Avt }f, INSTALL (C.E.C) oN BRIDGE COLUMN WNW./ POST MILES -TOTAL PROJECT RILL/R(3,2; 9.6/3.1 Yt2t, &ALL Registered Landscape Architect No. 1866 Dete Approved �tN EXIST. I''2"CONPVIT, 2410 INSTALL No. 5 PULLtOX SEE 3H.ET HP -MD -7 INSTALL I12:CONOoIT 2#IO 11451 -All NEW CONDUIT INTO EXIST. j PULL OX. SPLICE NEWAND COMPVCTORs TYFE H ELECTFICAL SEFVICE SEE SHEET E-2 ) TOTAL SHIRE 30 Sepfemh er 8 1986 )(IST. �6ECT$iCAI, SVvlcE NO. 32 PULL Sox CONTROL AND NEURAL CONDUCTORS ELECTRIC AUTOMATIC CONTROLLER(E.A.C) CONTROLLER ENCLOSURE CASINET(c.E.c-) R C V SIZE AUTOMATIC CONTROLLER CONTROLLER STATION G. P M. QUANTITY TYPE c-2 C -3 SPRINKLERS C14"•P.3• %OLI11 0 Scale In Feet 10 20 40 L-INE 21I ''z"P�SG159D 1H!S PLAN ACCUArt pit i- ,IGAThj :. C. , .,t i IRRIGATION PLAN HP -I-1 REV. 8-20-84 LASC FORM WH23A-PF X X X 3 S 11411• P•15.25� 11 0_14Z13.14.28 / 'Z FI.EXIBLf, RISER AND SPRINKLER TYPE C -Z PANrgx. Co' 01 II CALM GTE -EL PIPE. GLEENS PL45TIG PI PE SUPPLY LINE 5ECr1 oN _ G.,S.P. SLEEVE DETAIL eiltra s LANDSCAPE ARCHITECTURE • yu 9 „t„ 6111.P.11- 8 3 C!>1CA1 LINE NE 11 1k". P.12.2& (14". P. 13.25y NO CONSTRUCTION CHANGES CONTRACT No. (24-1/ 1.11 DATE ACCEPTED /Q - lrT_lyc9, AS BUILT RESIDENT ENGINEER p. REVISIONS BY_A, -_ .j DATE /0-2/-43/ DELINEATED 8Y DATE DEL CHECKED 8Y _ 2 !ecc DATE 7- 3 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "ky • Designed By: Drawn B 11 CAP PIPE F0g FUTUP[; 115E 4@31/2 l,..,5 Date Revised Revised By: t, Contract Number 116594 DIST 04 • ., COUNTY 11OUTL SM I 92, 101 POST NILES- -TOTAL P11OISCT R11.2/R13.2;9,8/13.1 ,t1.. OL/J-L. Registered Landscape Architect No. 1866 Dale Approved N �. . • Scale In Feet C 10 20 40 RRIGATION PLAN September 8, /986 REV. 8-20-84 LASC OVAL SHIFTS 30 /5 • • 0 Reviewed By a C Approval Recommended By • • C Design Landscape Architect • 0 u • C u • a • • o• • • J •• 0 d NO CONSTRUCTION CHANGES CONTRACT No. nd Ill i14 DATE ACCEPIED tiff -en AS B lJ I LT RESIDENT ENGINEER REVISIONS BY__ L ttj — o An n--117 DELINEATED BY_ DATE DEL V. `(us CHECKED BY__ DATE 7 8 i &/f a,L LANDSCAPE ARCHITECTURE SCALE IN FEET 0 10 20 40 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION THIS PLAN ACCURATE FOR IRRIGATION ONLY,. . e • .0 • DIET 04 COUNTY SM ROUTE POST NILES-TOTAL PROJECT SKEET 94101 1.2 jR132; 9.8/13. I } IMS (A eegistered Landscape Architect No. D•lo Amon(' ti 1866 September 4 1986 TOTAL SHEETS 30 DESCRIPTION SPRAY PATTERN a O W _Z CC F- < y CC y a W O a SPRINKLER SCHEDULE PLUS/MINUS 5% DISCHARGE a 0 S a 0 RADIUS (FT.) MATERIAL A -6 GEAR DRIVER — MuLTIPb� N0zzleg_. P 35 3 N4 40' PLft!TIC II 9 4 POSITIVE -LOCK. ADJ. ARC STOP x 0 cc W J F- a = W C) W a CC m a DIFFUSER PIN a a J M. W J O Z a: Z O CCU c a RISER MATERIAL W a y YES YES GALVANIZED ABOVE FG (IN.) RISER SUPPORT REMARKS PoP UP IN p12011414,1,W PPOTt6TOF TYPE IC S EX. • • 13-2 Et G-2 SHRUB SPRAY 51Dg STIRIP SPzAY FLOOD Pf,U13,BLER f 30 30 1 2.0 4.0 1.2 0,15 15' 221 r ASTIC PLASTIC PLASTIC v /II I/21.1 YES YES V Ir YES YE5 �u 2 11,T 2 G- 3 STREAM 134.113el-rR 1 gy o• ruksf1C a IN /2 YES 7Y III YES YES frn 3" 311 .12" POP-UP IN SPRINf'4I.tR PPDTWToR NPR I. 12" POP-UP IN SPRINItLE z IEOTECTORNpi I mEssugE. COM PaI S\rl NCB -0' =TWO - I8O° STK AMO # = 01 X - ro STIzmAn X : DENOTES REQUIREMENT APPLICABLE WHEN CIRCLED: 1. VINYL -COATED CAST IRON HOUSING. 2. SWING JOINTS REQUIRED 3. UNLESS OTHERWISE SHOWN ON PLANS. 4. SEE SPECIAL PROVISIONS. F P F/P PSI FT. 1N. GPM GPH LOCK. : ABBREVIATIONS ON THIS SCHEDULE FULL PART FULL/PART POUNDS PER SQUARE INCH FEET/FOOT INCH GALLONS PER MINUTE GALLONS PER HOUR COCKING ADJ. .:. ADJUSTABLE B/B : BRASS/BRONZE PL : PLASTIC B/B/PL : BRASS/BRONZE/PLASTIC NPT : NATIONAL PIPE THREAD IPS : IRON PIPE SIZE FG : FINISHED GRADE Designed By: Date Revised • Drawn By: Revised By: C oin IRRIGATION PLAN REVISED 5-30-85 LASC REV. 8-20-84 LASC FORM WH23A-PF '7: :.'". ' . ... Dist. County Rout. Post Mlles Total Project Sheet Total No. Sheets x X X I t I i 8 W I g W I 2" MIM-4" MAX —nee LI-- 1 WYE STRAINER I ;---HE I I I I I J— -LI I I I I I I I I I ti SUPPLY LINE/ L_L— S. ELEVATION w - - - --lee- -1 — — - --rj VALVE l I -r1-- -I-- \ I I I 1 1 1 1 2rr\ -Li- -L 1 I-4MIN I I `T i I GARDEN VALVEI II I Iz _ I I It r I- ri J OPENING �_ I_L I r — -*--- 1 1 ( ) I I L J SUPPLY LINE 04 SM 92,101 R11.2/R13,2;9,8/3.1 16 30 REGISTERED LANDSCAPE ARCHITECT NO 1866 DATE APPROVED September 8, /986 6 FT. OF 3/4" REINFORCED RUBBER HOSE VALVE WITH WYE STRAINER ASSEMBLY *' POSITION STRAINER BARREL 45° —:=HUM VERTICAL FORM DC -0E -92 -PP (REV. 11 /78) FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I 1 2 3 116594 NO CONSTRUCTION CHANGES CONTRACT No. D4-l//o594 DATE ACCEPTED /O-2'/-87 AS BUILT RESIDENT ENGINEER % REVISIONS BY__ A L L� oL DATE /657Y-57 DELINEATED BY DATE DEL CHECKED BY 17 lea DATE 7-89 MISCELLANEOUS DETAILS HP -T112-1 OSP T Reviewed By • C V a • E E 0 C, • 0 a a • 0 Dosipn Landscape Architect • i C Project Land•cap• Architect 2" MIN. - 4" MAX. I II- - I �1 I I I / / I I I I I I L_J I— I— J '---- Li WYE STRAINER * I 2" MIN. Iz GARDEN VALVE'S 1 1_� 4 L 7—I~�-- OPENING 6 FT. OF 3/4" i l I REINFORCED "` _ - J --r —, — RUBBER HOSE I I Li SUPPLY LINE ELEVATION WYE STRAINER ASSEMBLY * POSITION STRAINER BARREL 45°- FROM VERTICAL z -I I- - _-SUPPLY LINE !r 1 I I Iz I I 5i r_ O P E N I N,O -�- -- - � "u I ' l l I T,Q; rL—� ELEVATION VALVE 3/4" PLASTIC PIPE (LOCATER) 3/4" LOOSE KEY GARDEN VALVE FINISHED GRADE 3/4" PLASTIC RISER ELEVATION GARDEN VALVE (FLUSH VALVE) I L N .- , . • L •' O 4' r COVER FINISHED GRADE h///////// /%7///////ij VALVE BOX WOVEN WIRE CLOTH OVER OPENING OPENING 3/4" GRAVEL OR CRUSHED ROCK WOVEN WIRE, CLOTH WYE STRAINER �I 1 ors_---` �--- SECTION VALVE BOX BACKFLOW PREVENTER GATE VALVES z :h N r A 36 WIDE PORTLAND CEMENT CONCRETE PAD, r: o, , WHEN ENCLOSURE IS NOT REQUIRED, e.:b i i7A ii�� PORTLAND CEMENT CONCRETE SUPPORT: 1 CU FT FOR PIPE 1 1/2" AND SMALLER 2 CU FT FOR PIPE 2" AND LARGER FROM WATER METER ELEVATION BACKFLOW PREVENTER ASSEMBLY No Scale DI.T COUNT. ROUTE 04 SM 92,101 POST MILE, TOTAL PROJECT RII.2/R13.2; 9, 3. I Registered Landscape Architect No 1220 Date Approved Vi September 4 1936 TOTAL mars 30 APPLICABLE WHEN MARKED: ■ VALVE BOX • VALVE ❑ WYE STRAINER ❑ BACKFLOW PREVENTER ASSEMBLY O GARDEN VALVE FINISHED GRADE -) GALVANIZED AND PLASTIC PIPE CONNECTION PLASTIC PIPE SUPPLY LINE NO CONSTRUCTION CHANGES CONTRACT No. 041-11&544 DATE ACCEPTED 0-247—I5937 AS BUILT RESIDENT ENGINEER 7. tJiCE— REVISIONS BY__t. i-Se— DELINEATED BY DEL Yee CHECKED BY__ DATE jo-ZY- 1 DATE DATE 7-159 LANDSCAPE ARCHITECTURE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION _ Designed By: Date Revised: Drawn By: Revised By: Contract Number 116594 MISCELLANEOUS DETAILS REVISED 5-30-85 LASC x x /8 • a O . • • V . • E 0 0 • . 0 a a i u L•nd•c•ps R a a . V • a . u . 0 c . -J 0 a / \ SUPPLY LINE —/ \ / NO. 4 STEEL REINFORCING BAR ELEVATION RISER 2 - T x T PLASTIC STREET ELL'S ISOMETRIC SWING JOINT TYPE III SPRINKLER L FTJ I STAINLESS STEEL HOSE CLAMP SECOND CLAMP WHEN RISER HEIGHT EXCEEDS 24" ABOVE FINISHED GRADE 0 h RISER SUPPORT FINISHED GRADE SUPPLY LINE N RISER I S x T PLASTIC ELL—, SWING JOINT • 24" MIN. FLEXIBLE HOSE S x T PLASTIC ADAPTER x T PLASTIC STREET ELL ISOMETRIC TYPE II 0 N 0 4" 4 TT PORTLAND CEMENT CONCRETE 10" 20" PLAN L _ _ _ _ jam —SPRINKLER FINISHED GRADE SECTION SPRINKLER PROTECTOR TYPE II le gilt. LANDSCAPE ARCHITECTURE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION • Designed By: Date Revised: Drawn By: _ Revised By: • T x T PLASTIC STREET ELL / \ SUPPLY LINE -/ • N • .11//� \ )1 Contract Number 116594 RISER T x T PLASTIC ELL 24" PLASTIC NIPPLE T x T PLASTIC STREET ELL ISOMETRIC SWING JOINT TYPE I 4 1/2" , 5" , 4 1/2" i 5 1/4" 3 1/2" 5' 1 /4" 14" A ft PLAN PORTLAND CEMENT CONCRETE '-I FINISHED GRADE SPRINKLER OR QUICK COUPLING VALVE SECTION SPRINKLER PROTECTOR TYPE I No Scale • KIST COURT, 04 SO POUT POST MILER TOTAL PROJECT SHEET He 92, 101 RII.2/R13.2; 9.03.1 I8 TOTAL inn 30 Registered Landscape Architect No 1220 Date Approved Sepi-ember 4 1986 APPLICABLE WHEN MARKED: O SWING JOINT TYPE I O SWING JOINT TYPE II O SWING JOINT TYPE III • SPRINKLER PROTECTOR TYPE I II SPRINKLER PROTECTOR TYPE II O RISER SUPPORT NO CONSTRUCTION CHANGES CONTRACT No. 04 — DATE ACCEPTED /D-27-1157 AS BUILT RESIDENT ENGINEER l% t/IGe� REVISIONS BY. 4. LEE-- DATE /0'Zt--7 DELINEATED BY , DATE DEL CHECKED BY _ 12 Yee DATE7-8 MISCELLANEOUS DETAILS HP MP -3 REVISED 5-30-85 LASC FORM WH23A PF T R•vi•we0 By • a om V . V C . E E 0 • . a 0 s 0 • O t • . • • 0 • J C 0 • . C • i 0 Project L•ndecrap. Architect I — a w cr w co EE r 1 I I I I SPRINKLER I J I ELEVATION RISER TYPE III (FLEXIBLE RISER) SUPPLY LINE C X x S x T PLASTIC ADAPTER - EACH END FLEXIBLE HOSE FINISHED GRADE RISER HEIGHT SIDE/BOTTOM INLET POP-UP SPRINKLER i i S x T PLASTIC STREET ELL EACH END 48" ± f' 1 I I I I SPRINKLER I L ELEVATION RISER TYPE II FLEXIBLE HOSE ELEVATION RISER TYPE V (FLEXIBLE RISER) I COUPLING AS REQUIRED. (SAME MATERIAL AS RISER) FINISHED GRADE RISER HEIGHT r I I I I SPRINKLER I I I I L _ _J 1 ELEVATION RISER TYPE I COUPLING AS REQUIRED (SAME MATERIAL AS RISER) x T PLASTIC COUPLING FINISHED GRADE TOP OF SPRINKLER 3" ABOVE EDGE OF ROOT BALL FINISHED GRADE FLEXIBLE HOSE or SUPPLY LINE (i/ i�ll■ X ' S x T PLASTIC ADAPTER — EACH END 48" ± agfraM LANDSCAPE ARCHITECTURE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION _ Designed By: Drawn By: • Date Revised: Revised By: I ELEVATION RISER TYPE IY (FLEXIBLE RISER) f--- EDGE OF ROOT BALL' No Scale DIET 04 COUNTY ROUTE sM 92,101 POST NILES. TOTAL PROJECT II.2/R 13.2} 9.8/13. I 1220 Registered Landscape Architect No Date Approved N 19 September 8, 1986 TOTAL EM ins 30 APPLICABLE WHEN MARKED: O RISER TYPE( , I O RISER TYPE II ■ RISER TYPE III • RISER TYPE IV • RISER TYPE V NO CONSTRUCTION CHANGES CONTRACT No. 04-0974 DATE ACCEPTED /0-- Oil— 1167 AS BUILT RESIDENT ENGINEER j7. dic.F-- REVISIONS BY__.A. FF DATE /0-29-8% DELINEATED BY DEL CHECKED BY_ V "(U DATE DATE 7 09 Contract Number 116594 MISCELLANEOUS DETAILS HP -11P-41 REVISED 5-30-85 LASC FORM WH23A PF i X x x Rsviewad By • 0 V V • • E E 0 • a 0 a a • • C Design Landscapi Architect • 0 Project Landacaps Architect FENCE OR FACE OF WALL PLANT AS CLOSE TO FENCE 7- OR WALL AS POSSIBLE TOP OF ROOT BALL 1" ABOVE FINISHED GRADE MULCH ROOT BALL SECTION BASIN TYPE III (FLAT AREA) FINISHED GRADE * BASIN AREA EQUIVALENT TO 24" DIAMETER FENCE OR FACE OF WALL SECTION PLANT AS CLOSE TO FENCE OR WALL AS POSSIBLE i MULCH ROOT BALL FINISHED GRADE BASIN TYPE III (SLOPE AREA) * BASIN AREA EQUIVALENT TO 24" DIAMETER FINISHED (GRADE BOTTOM OF BASIN 3" BELOW FINISHED GRADE _ TOP OF BASIN 3" ABOVE FINISHED GRADE TOP OF ROOT BALL 1" ABOVE FINISHED GRADE MULCH I 24" DIAMETER SECTION BASIN ROOT BALL TYPE If (FLAT AREA) TOP OF BASIN 4" ABOVE TOP OF ROOT BALL BOTTOM OF BASIN 4" BELOW TOP OF ROOT BALL — MULCH * SECTION FINISHED GRADE —ROOT BALL BASIN TYPE II (SLOPE AREA) * BASIN AREA EQUIVALENT TO 24" DIAMETER e 't FINISHED GRADE TOP OF ROOT BALL 1" ABOVE FINISHED GRADE BOTTOM OF BASIN 3" BELOW FINISHED GRADE MULCH 24" DIAMETER SECTION BASIN ROOT BALL TYPE`! (FLAT AREA) • BOTTOM OF BASIN 4" BELOW TOP OF ROOT BALL SECTION * FINISHED GRADE —ROOT BALL BASIN TYPE I (SLOPE AREA) * BASIN AREA EQUIVALENT TO 24" DIAMETER No Scale onT COUNTY 0A- 5M ROUTE I POST NILE TOTAL PROJECT 92, l01 Rll2/R13.2; 9.813.1 SHEET MI 20 TOTAL SMUT} 30 Registered Landscape Architect No 1220 Date Approved Sep fembnr 8, /986 APPLICABLE WHEN MARKED: ■ BASIN TYPE ❑ BASIN TYPE ❑ BASIN TYPE ❑ BASIN TYPE • BASIN TYPE ❑ BASIN TYPE I (FLAT AREA) I (SLOPE AREA) II (FLAT AREA) II (SLOPE AREA) III (FLAT AREA) III (SLOPE AREA) NO CONSTRUCTION CHANGES CONTRACT No. 04-11(0594 DATE ACCEPTED /0 -Z9 -8v AS BUILT RESIDENT ENGINEER C2. litC.l` REVISIONS BY._ S.. tec-1_ DELINEATED BY DEL CHECKED BY__ V. ice DATE/0-79-A7 DATE DATE 7-8(Q LANDSCAPE ARCHITECTURE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION _ Designed By: Date Revised: Drawn By: Revised By: Contract Number 116594 MISCELLANEOUS DETAILS HP -rip -51 REVISED 5-30-85 LASC FORM WH23A PF 1-4 Revi.w.d By • C C • O . E 0 • . i 0 0 a • C Design Landscape Architect • i 0 u C 0 C • v • • • 0 e • J • • 0 it adfrans LANDSCAPE ARCHITECTURE — FACE OF WALL -T- TIE VINE TO STAKES WITH TREE TIE w \ I MATERIAL - tk\ NI 'II Irl PERSPECTIVE VINE STAKING FINISHED GRADE // WIRE CYLINDER WITH BOTTOM (SEE SPECIAL PROVISIONS) 2 - 1 "x 1 "x3' MIN. STAKES MANUFACTURED FINISHED EDGE OF WIRE SECTION TOP OF CYLINDER 3" ABOVE FINISHED GRADE ROOT BALL ROOT PROTECTOR STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Designed By: Date Revised: Drawn By: Revised By: FINISHED GRADE z o T SECTION TREE TIE 2 - STAKES ROOT BALL TREE STAKING 1/8" MANILA HEMP TWINE - 2 - WRAPS AROUND CYLINDER WIRE CYLINDER (SEE SPECIAL PROVISIONS) FINISHED GRADE MANUFACTURED FINISHED EDGE OF WIRE JUTE MESH COVER FASTENERS AS REQUIRED ROOT BALL —1 STAKE AS REQUIRED Contract Number SECTION 6" MIN. 6" MIN. FOLIAGE PROTECTOR No Scale DIIT I COUNTY 04 ' SM IOUTt I POST NILES TOTAL PROJECT 92, I I1R11.2/R13.2; 9.9/13.1 1220 Registered Landscape Architect No Date Approved SMUT 2lI TOTAL /MEETi 30 Se/of-ember 4 1986 APPLICABLE WHEN MARKED: ■ TREE STAKING ■ VINE STAKING ❑ FOLIAGE PROTECTOR ❑ ROOT PROTECTOR NO CONSTRUCTION CHANGES CONTRACT No. 04-11/.5W DATE ACCEPTED /D —p9-07 AS BUILT RESIDENT ENGINEER f7. kitGEi REVISIONS BY__A / 6er— DATE p1-29-137 DELINEATED BY DATE DEL CHECKED BY__ I% Yee DATE 7-59 116594 _ MISCELLANEOUS DETAILS HP -MP -61 REVISED 5-30-85 LASC FORM WH23A PF DIRT COUNT ROOTS POST • LES—TOTAL PROJECT X x x x PI;OM 264V. SOM.& - { PROPOSED �. A.G. P (BY 0TH ERs) E.q.l✓. D FROM MASTER V4v . CONfRa.1 'CIRCUIT GON OL RELAY ' I L_1 MRCV M.R,C,V. CONTROL SCHEMATIC (6Y OTHERS) 22. m V • • • • V • V O U • a • a A.C. Ol kc' 7 FINISHED I GRADE - TYPE I P. PAVEM ENt MARKF.R5 oN A.C. v11=E5 U • • n e • J C C U • C • a • U V • J U 0 i TYPI CAL S PU LL *Qs TYPICAL MIN. DIWANcE vARIEs 8" COF9-uGAMP sereeL- ript Co?vu 1 r WATERLINE eioaeoVE-KS (SEE PLANS) SPRINKLEK CO}JTKOL CF WVER WITH PULL WIRE (SEE PLANS) SECTION IRRIGATION CROSSOVER v CApo€- CoNNE;cj , Toa irpI LINT✓ et &Mang LANDSCAPE ARCHITECTURE 21 TALK WELF11 BOLT FtEkP ON 3 FAIK - 3 PLALES PER DOLT VALVE p,ciUAToR CONNECTOR - LOCATE ON LEAST VISIBLE SIDE OF CABINET AS DIRECTED BY THE ENGINEER. I•IO.5 PULL22X INSULATED tofPtP eusHINCis I'/z'CoNDUIT With 2-#10 PIzOM f U5T Puu, 6OK. SEi; stir HP-I-i 71- oR II PLAN ON -OFF SWITCH 3• Lay 1.10-p II II QX Z 13oLr. k// ExPAilsIoN ANCHORS — 4 tzEa'R 15AK eI't j" PAINT COVER CONCRETE COLUMN GOV E1. 1700 R II— COVEK GUTTER �(EIzMINAL ot(, LAc.E WIRING WI t1 NO SLACK tzap 4" GoNpu 11 - Fog 120 Y. 3Ate CONDUIT WITH 1.412 - STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION inA34.4 740,1-Licfp-v SECTION / ELEVATION N HO. 5 rULLBoz( INSULATED I30NDEP BUSH I NG COVER lye„ ' '( (A-c1-)ifor 6A7114r7 HoortiriNci I . , _",. I2 GA&,E x lit WIPE C>AAL-V. IzETAINEr FRAME -� Ex HAllsT 04 SM 2/101 MR RI I2/R13,2't 9.0/l3. I 2.2 (Let 6 6"- RepisteedLandscape Architect No. 1 866 D.t• Approved .Sep/ember 8, /98& TOTAL SMUTS 3 IZ M ESN x 0.025' PIPS. GAL. WIRE. &,K661%1 OPENING 2 SECTION GASKET, TOP 4 DEs GoNr. DOOR. 140-15 THE 6ize of THE ENC.LDSuFt CIA131NtT SHALL 8>; PETt p-M►NE P by The 614 OF T)4t CONTRou.E p- AND SHALL, PAVE A MINIMUM OF ✓" cLEARANce e7arweeN THe CoN]7-OLLEg— AND THE eNGWsup-e cabiNtT. Ns4-1240 AGrUrt6"pG GOnZa,I.T ouff GAttIN" I Designed By: L.A. P Date Revised Drawn By Revised By: Contract Number 116594 No Scale NO CONSTRUCTION CHANGES CONTRACT No. O4- (/(o594 DATE ACCEPTED /o -2q —R7 AS BUILT RESIDENT ENGINEER 17. VICE.- REVISIONS BY__ A. LFf� DELINEATED BY DEL 0 Yee CHECKED' BY____ DATE 7-89 DATE /0-24$7 DATE MISCELLANEOUS DETAILS HP -1112- 7 REV. 8-20-84 LASC FORM WH23A P.