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Home My WebLink About2176-L --------- ow 'NSULT NT mw Im AM A1W AW AM AWIM I I • 'm OF-M1 CIVIIVWITHERS IN Ll L14-%IL '0'%CEAN VIEW ., "AM"'N'A, '""A1 , 1 (909) 477-2700 (818) 236-3006 . , DESIREE AM F' M " N A I T WAY Ey JE ft, I J- W 'M E A S %MOP %J ff IR r__ ML LANDZ'g"jmuA�rE �M�AlmlkNmT �Elm\jm AL VICINITY 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SHEETINDEX LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L - 1 TITL, SHEET 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L - 2 CONSTRUCTION PLAN CU ,,,� SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. jr L — 3 CONSTRUCTION PLA vw 4, THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L - 4 CON STRUCTION PLAN LU DAMAGE INSURANCE AS REQUIRED BY LAW. U Q L — 5 CONSTRUCTION DETAILS AND SECTIONS ® X 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L _ IRRIGATION PLAN 1-800-277-2600 TWO WORKING DAYS PRIOR TO CO .NSTRUCTION L - 7 IRRIGATION PLAN IGHLA D AVE 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. - IRRIGATION PLAN 210 FREEWAY KENYAN WAY L - 9 IRRIGATION TAIL AND PRESSURELOSS CALC 7. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT d ESTABLISHMENT IS ACCOMPLISHED, A 60 DAY MAINTENANCE PERIOD SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER L - 10 PLANTING PLAN — TREES VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. LLI 19TH T. > MAINTENANCE SHALL INCLUDE WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING L - 11 PLANTINGPLAN — TREES ~ SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND L - 12 PLANTINGPLAN - TREES 0 0 ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL I- 2 PROJECT ACCEPTANCE OF THE WORK BY THE CITY. L - 13 PLANTING PLAN - SHRUBS AND GROUNDCOVER W8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L - 1 PLANTINGPLAN - SHRUBS AND UNDO V ER m � I SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760-438-0525. - 15 PLANTING PLAN - U AN N DCOV VICTORIA PARK 9. CALSENSE EQUIPMENT L - 16 PLANTING TAIL LANE 10. TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR� * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. * ALL TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE QUANTITIES CENTRAL PARK HIGHLAND AVE. HIGHLAND AVE. BASELINE RD. (SAN BEMTo TO DEER (DEER CREEK CHANNEL CREEK CHANNEL) TO FAIRMONT AVE.) (FUTURE EQUESTRIAN) TOTAL SQUARE FOOTAGE: 42,252 sf(0.97 acres) W 16,157 sf(0.37 acres) QW LANDSCAPE AREA: 24,847 sf 16,157 sf z FIF COBBLE + SIDEWALK OVER 4'WIDE: 16,998 sf 0 sf Uj J NOT TO SCALE EXISTING SIDEWALK AREA BALANCE: 407 sf 0 sf FUTURE TRAIL AREA (PLANTED IN GROUNDCOVER ONLY): 0 sf 10,663 sf COBBLE / HARDSCAPE PERCENTAGE 40.23% 0% TREES: LAGERSTROEMIA INDICA'TUSCARO ' 19 ' TRISTANIOPSIS LAURINA 24 7 MAINTENANCE RESPONSIBILITY GIJERA PARVIFLORA 9 0 PLATANUS RACEMOA 7 0 PINUS CANARIENIS 5 0 Hu" HLAND' f min AVE. .0 ►� .u_ e./ r f. >,"r-_..♦.../. /..♦.. •_U.. i ♦� r...'S9.�or .! ,.♦/r.:. r.�/. < ..firs a/ I /' !1.../ / E!6 % / / •., f ��;/ �. .. � r E _: ,... .•tr n .. ... °e a4 ,/� � ,r�/��//�` ='". _ _ ...,r i ,./ "a/ � •,� lex •/` .,w � r s_a.o.��/ �/.:. f.:/ .�<'`7..,1�. r ...1 � _.. _._._� - a ......:.,.. /f . a» ° M1 , p 411 0 l.... .. �. tau. ..._ ... t'w...,..:.®4;n,,...,..... .:,.. ,.., "' ..k...<.. >.nw,..,..,....... ........... ,...... 8 ®� 7r �ar:,.3, C��1... . 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STREET REHABILITATION "- ,,.»,.�.-'047".%b „„�w,,.�,F�r ti,.*wa09.0 g •, -14 .F.�B, AT HIGHLAND AVE., EAST OF SAN BENITO TO SAI R M O NT WAY OEM».»:" � "'�,,► ,: � M•_ ».p� , �i I nate L M 08;A 8 1 L2009 14 .a $ '>�C R ewal Date ng a ... 0 2/18/2008 TITLE H E ET sr Date �P fi 4 I p 4oa OF CAS- .�.. " g"A DIAL BEFORE YOU DIG APPROVEDDATEO 1-800-227-2600 CITY ENGINEER .r AML DEM=8.a> ` Withers and Sandgren, Ltd. { AT LEAST TWO L PLAY IT SAFE. woRKING DAYS `> Landscape Architecture DIAL BEFORE PRIOR TO W -31- 3467 Ocean View Boulevard, Suite A YOU DIG! Glendale, CA 91208 EXCAVATING L - 1 ® «" H Tel: (818) 236-3006 Fax: (818) 236-3066 16 t NOT O CAL ® ► SERVING NINE SOUTHERN CALIFORNIA COUNTIES , ' �, . s.p OFC LW 2176 02/18/2008 � p ' C�pOQ YQC�p�OQOQpCE 1$ �-~" r3 �'� �opClGooU�GooGoeC)Gcu GopC7 CO ----" d��J DC7 0�� aQ a � o „()�a QJ a ✓ aQ �? 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STREET REHABILITATION SEE DETAIL B, SHEET L FOR BOULDER No.42156 AT HIGHLAND AVE., EAST OF SAN BENITO TO DEER CREEK CHANNEL C - 1 RIVER WASHED GRANITE COBBLES PER INSTALLATION IN PRE USLY PAVED AREAS. ,* cmv Si ature LIVID 1 CITY OF RANCHO CUCAMONGA STANDARD ® REMOVE TOP NCHES OF ISTING SOIL F os Zoos DETAIL 542 (SEE DETAIL A, SHEET Li } C� - 3 DIAMETER BOULDERS OF CAS` Renewal Date ® (.;umlzj 0 MU No Pmft LAN (NO 3' BOULDERS TO BE PLACED AND LEGALLY D OSE OFF PROJECT nq sT 10 1°t z®o7 \P C 2 CONCRETE MOWCUB PER CITY STD. DETAIL 534. OVER MWD'S EXISTING PIPELINE) SITE. REPLACE WIT ROVED IMPORTED ®F c��-�F°�� IN T RAL a 0 "T 1001' IL CONCRETE MOWCU ON ALL EXPOSED EDGES OF DIAL BEFORE YOU DIG COBBLE AGAINST PLANTERS (SEE DETAIL C, 0 = 2' DIAMETER BOULDERS TOPSOIL TO FINIS E. 1-800-227-2600 APPROVED BY:4 DCITY I t :� SHEET L- } a PERFORM A ILS TEST ON ISTING DUM C - 3 PROPOSED CURB AND GUTTER PER CIVIL PLANS. ® = 18" DIAMETER BOULDERS SUBGRAD O CONFIRM SUIT A ITY; PLAY IT SAFE. AT LEAST TWO L H Withers and andren, Ltd. DIAL BEFORE WORKING DAYS , C - 4 RIVER WASHED GRANITE COBBLES AND CONCREE AMEND P 6�� OF SUBGRADE SOI S YOU DIG! PRIOR TO d 10, 2Q, 40 Landscape Architecture REC MENDED BY SOILS REPORT. o EXCAVATING 3467 Ocean view Boulevard, suite a HEADER PER CIVIL PLANS, SHEET 2 OF 3, Glendale, CA 91208 DH Tel: (818) 236-3006 Fax: (818) 236-3066 L - 2 1 CITY DWG. NO. 2176. 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VAT low 9,9 EXISTING STREET LIGHTING (TYPICAL) EXISTING WALL LOCATION :.:.:(TYPICAL) 44i My DESCRIPTION L a'P%A 4s/o ' 1"'r" F Qry .T �Q �RNosW A p� L Eu" E N Ou"' 00' 1 1 L smmv& E IR ""I" A#'%1 1 E mom"' 0 a L E TED U U IL HIGHLAND AVE. STREET REHABILITATION T R U T I U U 1, ?► o- REED CHANNEL SEE DETAIL B, SHEET L-, FOR BOULDER c� AT HIGHLAND AVE., EAST OF SAN BENITO TO DEER C - RIVER WASHED GRANITE COBBLES PER IN PREM SLY PAVED AREAS: ° EX ° LIVID 1 C 1 R INSTALLATION :421 sig t re CITY OF RANCHO CUCAMONGA STANDARD os zoos t,�l+ e *' Rene al Date '* DETAIL 542 SEED TAIL A, SHEET L-I } C� = 3 DIAMETER BOULDERS REMOVE TOP 6 NES O XISTIN SOIL 9,�. ..:. 10 1®t zoo? UON' NAoftTRU 'ow&Tlu'ow*& Im I Pm%LAN ( NO 3' BOULDERS TO BE PLACED PROJECT OF CALF s �� C - 2 CONCRETE MOWCURB PER CITY STD. DETAIL 534. ( AND LEGALLY DIS F OFF OVER MWD'S EXISTING PIPELINE) CE WI A ROVED IMPORTED DIAL BEFORE YOU DIG TF °F cP�-��' CONCRETE MOWCURB ON ALL EXPOSED EDGES OF SITE. REPLACE APPROVED BY: _ TOPSOIL TO FI GRAD 1-800-227-2600 COBBLE AGAINST PLANTERS (SEE DETAIL C, — 2 DIAMETER BOULDERS CITY ENGINEER SHEET LS) PERFOR SOILS TEST ON EXI GDOW C - 3 PROPOSED CURB PER CITY STANDARD. U = 18" DIAMETER BOULDERS SUB G DE TO CONFIRM SUITABILI PLAY IT SAFE. O LEAST TWO LW/DH Withers and Sand ren, Ltd. . DIAL BEFORE WORKING DAYS Q 1 0' 2Q' 40' , A D TOP 6" OF SUBGRAD SOIL AS YOU DIG! PRIOR TO `~� Landscape Architecture COMMENDED BY SOILS REPORT. a EXCAVATING 3467 ocean View Suite a __ , ._ ___ CA 912 c�•naai•, ca x12088 H Tel: (818) 236-3006 Fax: (818) 236--3066 L - 3 OF 11G, SERVING NINE SOUTHERN CALIFORNIA COUNTIES ✓ 1" = 20' LW 217 10/18/2007 t t° J � € EXISTING VERIZON EXISTING CHAINLINK MANHOLE FENCE (TYPICAL) J 777 • a • h �. «mom VEREON MH w: 00 ---——-------- • — — ado � o acsaQp�c� Qc��Q a ago h -� • W 150 - ° C V ._. 4y v 1 m rh € vj h o ,fiH K03 H LA N " AVE W/ . W may„. 7,50 : „m. 0 �. °�•My, \ 'e. „si "�a�, .. E ..., A,, T" a .,..,.....,._ ., ,wx 0 �.,..,..,......, ................ .. .�. 4 • h °.. _ STREET _ I . , ._,M_ . _. __.. • w.. � ,. .err p°_.,. x ) ,- r LIGHTINO (T1�PICAL�__. ._. ° 1. _goo It . •, _.,..,,� 2 : �� .,. •.""*^-.,,„,m s' ,_ 1.._:.,..f�.�l__.._L.,_. w. 15 0,j, .:.. (TYPIC �,. . ,� ION�T9 c Al _ 5e l" `17 7 ,q 9 ✓l, L r EXISTING CHAINLINK • FENCE (TYPICAL) 150 /1/ au , tQml • f { _ If • , mm .� C - 3 Z-1 co U R K a ah ......,,...,..�:,.w...:,..,Y...-•...,:,...:ate„ bba 'IT F W i ...� °..,,,_....,..».,.�.................m.,.,..�...,,�.,�._,.,�..,„....,.«..„....,:,.,,gym°.,_: `a .. ��':w* 'hvv-�V IT W AY FAI KM N i I E V � r 4 f C—) DESCRIPTION OF REVISION DATEcxn APPIRO N. F ESS/0 PNDSGA PF rl "T/ OF RANCHO CU `AMONGAI �4 W 5�p y M. W ITy�NR ��cyi ,, a HIGHLAND AVE. STREET REHABILITATION N LE""" END wbmft' U' ULDER SCHEOD& ULE TEN = FOR BOULDER Ex ' AT HIGHLAND AVE:., EAST OF SAN BENITO TO F•AIRMONT WAY SEE DETAIL B, SHEET LU U ST Rm" Uu”T I C - 1 RIVER WASHED GRANITE COBBLES PER INSTALLATION IN PRVI SLY PAVED AREAS: 1 LIVID 1 CITY OF RANCHO CUCAMONGA STANDARD aturerr; :p � 08 1 2009 T L- O = 3' DIAMETER BOULDERS TING SOIL Ct�1l �Re ,walDate < f # DETAIL 542 (SEE DETAIL A, SH } MOV TOPE HES O XIS A 248/2008:1, vON PLAN UF ` :. sT Date ' AND LEGALLY DIS F OFF PROJECT - 4 - Co q 0 N t"m p ki T w R"AU "TI A a 11 cap-��°�� LC - 2 CONCRETE MOWCURB PER CITY STD. DETAIL 534. SITE. REPLACE WI A ROVED IMPORTED DIAL BEFORE YOU DIG CONCRETE MOWCURB ON ALL EXPOSED EDGES OF w . TOPSOIL TO FI GRAD 1-sea-X27-Zsoa = = APPROVED A COBBLE AGAINST PLANTERS (SEE DETAIL C, = 2' DIAMETER BOULDERS ® D CITY ENGINEER RCE: AZI SHEET L ) a �_ PRFOR SOILS TEST ON EXI NG p = " PLAY IT SAFE AT LEAST TWO W 1 f h e rS and and ren, Ltd. FC----3] PROPOSED CURB PER CITY STANDARD. 18 DIAMETER BOULDERS SUB DE TO CONFIRM SUITABILI LW/DH WORKING DAYS � � � A D TOP E" OF SU GRADE SOIL AS OU BEFORE PRIOR TO 0 10 20 40 Landscape Architecture o EXCAVATING DIRMN 3467 ocean View Boulevard, Suite A Glendale, CA altos COMMENDED BY SOILS REPORT. H rel: (818) 236-3006 Fax: (818) 236-3066 L - 4 1 SERVING NINE SOUTHERN CALIFORNIA COUNTIES `�� 1" = 20' CHECM DIRANIM NO. LW 2176-L 02/18/2008 MORTAR EVEN WITH FLAT SIDE UP CASE 1 CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. 2°!° COBBLESTONE SIDEWALK EDGE EDGE CONCRETE HEADER-1/2"RADIUS OF OF EXPOSED EDGES AND FINISH PER PLAN INLET INLET TC TC 1"IN LAWN (INSTALL AT GRADE LEVEL AT SWALE a q 4 • *� �'�� CL COBBLESTONE PAVING CMP EXISTING HIGHLAND CROSSINGS) CAL TRANS EASEMENT PLANTING AREA BORDERED BY 6" MOWCURB INLET COBBLESTONE PLANTING AREA AVENUE 2"IN PLANT BED 3"'MINIMUM CONCRETE BED 42' VARIES 36' (VARIES} 42" 24� VARIES 611 OR FINISH GRADE UNDERNEATH COBBLESTONE (VARIES) SEE NOTE 2 CASE 2 BOULDER PER STD 542-A FOR DG OR COBBLESTONE (LOCATE PER PLAN) 3"MIN.SOIL DEPTH AT F.S.SHALL BE FLUSH WITH EDGE OF COBBLE o.:..P.::p•. COBBLESTONE TOP OF CONCRETE HEADER --�-I I I_I I I III-�—•—) I I_I I I- •. ®' � `� f=III—) I � =III=III—III �:_- •::�•:::;: .:•:;`:°�' CI —) 3-1/2"MINIMUM ON _ CONCRETE BED M� --- I #3 RE-BAR CONTINUOUS CASE 3 ---� 6" 24" 6° �-- -III- (UNLESS OTHERWISE INSTRUCTED) MORTARED STONE SWALE i I®I I I�I I I�I 2"MAX. aa0 D �•�,, DEPTH Cam ^v' 4 COM Av ® 4"CONCRETEIBED CONCRETE CURB COBBLESTONE BENEATH COBBLE W/#3 BAR 3 n {M M1 p� 2'MIN./4'MAX.RAD. CURB&GUTTER SEE DETAIL FOR CL 6"PCC MOW CURB END CONDITION fq EXISTING ; e FENCE � ""'" ^� ^�*� NATES. a PER CITY STD.534 CHAINLINK E <n° 1. PROVIDE SCORE JOINTS AT 10'-0"Q.C.AND 3/8"EXPANSION JOINTS AT 20'-0"O.C. ° w� � �, a 6°PCC Mow CURB a,. �`wo 2.8"WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED PER CITY STD �t�y �, d�d4P o r8 and o�°R�4� TURF. PLANTER COBBLESTONE 34 � d` �a �e �-0 3.CONCRETE TO BE 520-C-2500 MIN. AREA q HARDSCAPE 'ttr � � 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS,AS AN EDGE d d , TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK,AND BETWEEN ALL TURF AND g � GROUNDCOVER AREAS. SIDEWALK HARDSCAPE JOIN AT RIGHT ANGLES(TYP.) 24" T MIN./4'MAX.RAD. EXISTING CURB OR WALK END CONDITION NOTES: 1.CONCRETE CLASS 520-D-2500. 2.ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: BOULDERS:MAX.3'0"-MIN.1'6" a B LAU SCALE: 534 j E'Go T I U`6 N A A COBBLESTONES:MAX.18"-MIN.6"WITH ONE FLAT SIDE • 3.BOULDERS SHALL HAVE 1/3 EMBEDMENT,COBBLES SHALL HAVE 2/3 EMBEDMENT 4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D'MORTAR.1 PART CEMENT TO 2-2/1 PARTS SAND,2000 PSI PORTLAND CEMENT CONCRETE.(NO"DRY-PACK"IS ALLOWED) 5.A SAMPLE AREA,MIN.40 SQ,FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. 6.FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 7.ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. 8.ALL COBBLE STONE AREAS SHALL HAVE 6"x6"CONCRETE HEADER AS AN EDGE AT PLANTING. 9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE R.O.W. oft A GA's"No"ANITE co"u" E38 LEST ON E bTu542 • BOULDER SIZE AND LOCATION PER PLAN 1/2"POLY-FOAM EXPANSION JOINT 1/2"RADIUS ADJACENT HARDSCAPE UNDISTURBED NATIVE SOIL REFER TO PLAN NOTES: 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS SHOWN.PLACE BEFORE FORMING CONCRETE PAVING,LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 2.1/2"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. 4.90%COMPACTED SUB-GRADE. ^A lk I# N U`T US%E P um'k F NOT USED` NOT US"ED E0300ftULDER 1NtiTALLAT100m" N—EP3TD-. 542 K No 00%T U mmm� UlEfti E 0% v,,- CA Pi� DIAL BEFORE YOU DIG �,��v M, WIrHS��'�y,� 1-800-227-2600 JG �g 0- 4 p AT LEAST TWO S' ature PLAY IT SAFE. 08 1/2009 DIAL BEFORE WORKING DAYS Renewal Date YOU DIG! PRIOR TO 10/18/2007 o EXCAVATING 0 Date SERVING NINE SOUTHERN CALIFORNIA COUNTIES �rF OF Gr`��-�� x DESCRIPTION OF REVISION DATE txnr CU "AMONGA C IT"Y 0 IF R A I N'C H 0 Um* HIGHLAND AVE. STREET REHABILITATION AT HIGHLAND AVE., EAST OF SAN BENITO TO DEER CREEK CHANNEL pFE / LIVID 1 ff 'a 1% 1 1%1 U Uu I'm tiTRU C"Tlu" Imm Om"' ETAILS rmX No. APPROVED BY: -CNI �' I :DATE: 9 Cad®� DOW LW/Dm- Withers and andrn, Ltd. Landscape Architecture 3467 Ocean View Boulevard, Suit* A Glendale, CA 91208 L DH Tel: (818) 236-3006 Fax: (818) 236-3066NOT UEED' G k L I CHECKO DRAWM- 1 NOT U Si E D NOT UtovkiEm"" NOT USED LW 2176—L • 10/18/2007 r• an Ljj EXISTING CHAINLINK FENCE (TYPICAL), >~ -- ..�-- .• r« r« r» 5 , O Vj a d �-, (� , _.__.... ` �0 6SF tS '� ._- 1 e d e O d ® 1 1 « > ,,« r* 1» » (� �' j 41 1 - 1» r« r• 1# i « a ,,« r« a r« r` ,' r �. - 1 1491.61* A35 .. 1' r 1 1 1 1 Cj '» 1 1" r. "•. ® ` ... ��, 391 SF 1 itsAftn 9 404SF 1" LU 1 too 1 " `� 240SF 1 1490.75* A34 10 LL. �- ---- - . 1° r« �� E 7* IV 377SF 1" 1492.68 B21 1 1 1" r 1 1 1 p P P r« t» >. . 4 4�w_ 489.5 420SF 1" �-�'" 1 A33 , ...__.. 1» '. . } n 1491.5 B2a E 1Q : r •_ .. -- � `374SF 1 10 1490.31 B19 �-- 1 ,. E .�---'''� 10 1487.18 B1 8 - ► 1486.93 A32 1 e 416SF 1 ..._ ... �� 421 SF .. . ._ 1 - r 42 GMP .� ti .�- > * 10 ..:. . ,M 1485.81 A31 _. ,, __.. >« , 338SF 1 1487.0* B17 INLET ''�' 0 1 �' 1 O 27SF n o .,., 1485.76 A3a 1 9 -- 1 549SF 1" _:.. 1485. .....-,- .,, 39 B 16 � 469SF 9 o r 9 . 148 3 �A291486.66 �B15 ,._......_.. . ,, i ,,, ;`. r•. .moi► s -.. Q ` .. .... 235SF E.-- ^,.- •..; 'w.f _. _... ._..... >« 7\ 1483.82* 228 v 388SF 1 10 yy r 1485.84* B1 4 1485.70 A27 1 Q 403SF 1» » 1" >« • '` �, �' 441 SF-_ / 1" 1483 90 Q r.r 1" * 10 411 S F 1» * B 13 r EXISTING CMU 1» 1 , ' 1483.56 A26 1 O WALL » 1 r, 1 ' >« >« 385SF 1" 1® * EXISTING LANDSCAPETYPICAL 1485.78 B12 (TYPICAL) IG.....--�'' 1483.0* A25 386SF 1" 4Q8SF 1" 1486.5* B11 1® EXISTING SIDEWALK (TYPICAL} » 1480.81* A24 465SF 1 1a ► , �,/ � ,« �,� 443SF 1 1 Q 1484.61* B1 a EXISTING WALL LOCATION d �,« 1484.0* \2J3 451 SF 1" (TYPICAL) 537S 1 10 10 1485.30* B9 14�6.0*\2J2 439SF 1" ' m 464SF 1 10 1480.6$* 68 1 Q - a+ 1" 1483.83 A21 .r ... t- . r« 395SF 1» t � �. C�76SF /7\ 9 EXISTING IRRIGATION IN ��• 1481.5*\!.71 PARKWAY TO REMAIN, PROTECT �' �. p E 1481.26 Ago r. y �s 391 SF 1" IN PLACE. FS r '* r« 9 �- '�' 425SF 1 � 10 9 1485.0* B6 -` !� 1,480.46 A19 EXISTING STREET LIGHT q,� a 443SF 1" 563SF 1" 10 (TYPICAL) 1482.17 A18 1479.50 B5 t � /7\ 429SF 1" E 335SF 1 Q - -' IRRIGATION MAINLINE NOTE: * 1 Q 1481:.17 64 - . IRRIGATION LEGEND 1485.60 A17 SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR 365SF 1" 413SF /7\ * 10 d� RAINBIRD 1812-SAM-PRS--5 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 5' .10, .20, .41 D GRAPHIC CLARITY ONLY. MAINLINE SHALL BE INSTALLED 10 1482.15 B3 �' 1484.24 A16 WITHIN LANDSCAPED AREAS WHEREVER POSSIBLE. WHERE 259SF 1 RAINBIRD 1812-SAM--PRS-6 VAN 12" POPUP VARIABLE SPRAY HEAD 30 6' .37 - 1 .2 D MAINLINE MUST RUN UNDER COBBLE OR ACROSS ROADS, 35 /7-\1" 7 8 1484.67 B2 p 0 RAINBIRD 1812--SAM-PRS-8 Q,H,F 12" POPOP FIXED SPRAY HEAD 30 8' .26, .52, 1 .05 D INSTALL IN 6" DIA. SCH. 40 PVC SLEEVES. 1484.63 A15 t 456SF 1" RAINBIRD 1812-SAM-PRS-8 VAN 12" POPUP VARIABLE SPRAY HEAD 30 8' 0.72 - 1 .70 D 10 GENERAL VALVE/QUICK : 1485.7* 61 RAINBIRD 1812-SAM-PRS-10 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 10' .39, .79, 1.58 D CONTRACTOR SHALL NOT INSTALL ANY VALVES O RAINBIRD 1812-SAM-PRS-10 VAN 12" POPUP VARIABLE SPRAY HEAD 30 10 0.75 - 2.60 D QUICK COUPLERS IN COBBLE AREAS. CONTRACTOR t /000 V V RAINBIRD 1812-SAM-PRS-12 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 12' .65, 1.30, 2.60 D SHALL INSTALL THESE ITEMS IN PLANT AREAS ONLY. RAINBIRD 1812-SAM-PRS-12 VAN 12" POPUP VARIABLE SPRAY HEAD 30 12 0.65 - 2.60 D FOR IRRIGATION NOTES PRESSURE LOSS RAINBIRD 1812-SAM-PRS-15 Q,H,F 12" POPOP FIXED SPRAY HEAD 30 15 .92, 1.85, 3.70 D CALCULATION, SEE SHEET L- RAINBIRD 1812-SAM-PRS-15 VAN 12" POPOP VARIABLE SPRAY HEAD 30 15' 0.92 -- 3.70 D SLEEVING : POINT-OF-CONNECTION', ;A SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND XISTING POINT OF CONNECTION - 1-1 2" WATER METER -- LATERAL SLEEVES 12" BEYOND HARDSCAPE INTO PLANT ER °! EXISTING - VERIFY LOCATION IN FIELD AREA. NO SLEEVES TO TERMINATED UNDER METER: Existing 1-1/2 Meter, leve Approx. 1474 M �BY OTHERS) WX Z [A EXISTING EXISTING BACKFLOW DEVICE -- HARDSCAPE. CONTRACTOR WILL RESPONSIBLE FOR HCL: 1642 W00002M -- VALVE SIZE VERIFYING LIMITS OF HARDSCAPE PRIOR TO INSTALLING SQ. FT. 1-1 SLEEVES. SLEEVES ARE SHOWN DIAGRAMMATICALLY - DO MAX FLOW: 10 GPM DIAL BEFORE YOU DIGVNA EXISTING EXISTING MASTER VALVE - 32 GPM NOT CONSTRUCT WITH ANGLE POINTS. STATIC PRESSURE: L 67psi / H 77psi 1-800-227-2600 HHE* A15 SYSTEM DESIGN PRESSURE: 75 psi Q D RAINBIRD EFB-PRS-D REMOTE CONTROL VALVE - SIZE AS NOTED ON PLANS B a INSTALL IN CARSON VALVE BOX (OR EQUAL) VALVE NUMBER AT LEAST TWO *HIGH HEAD ELEVATION SOURCE AT GCWD: Raymond Abeyta PLAY IT SAFE. WORKING DAYS RAINBIRD 33DLRC 3 4" QUICK COUPLER WITH LOCKING COVER C y INSTALL IN CARSON VALVE BOX (OR EQUAL) DIAL BEFORE PRIOR TO DATE INFO OBTAINED: 06/26/2007 YOU DIG! ® EXCAVATING ET-2000e-40-M-LR-RRe ICA7-CS1-40+40/M-LR/M/2CSTP1/2CSRCe/2CSRR-DRRe/CSLR-DOM E-RRe H TYPICAL-. INDICATES HIGH HEAD E CALSENSE . LR--RRe DOME ANTENNA; EXISTING STRONGBOX TO REMAIN. CONTRACTOR TO PROVIDE T CITY TWO C ` THIS IS A POTABLE SYSTEM. SERVING NINE SOUTHERN CALIFORNIA COUNTIES QF4. ` TP-1 40 STATION 40-STATION AUTOMATIC CONTROLLERS, TP BOARDS, AND DOME ANTENNA FOR + INSTALLATION BY CITY WHO SHALL REPLACE EXISTING CONTROLLER DOME `4 G1 p ° CALSENSE ET-2000e-40 ANTENNA. TP--1 40 STATION MASTER CONTROLLER. CALSENSE ET-20aae-LR-M-RRe „� m rt, COORDINATIONNOTE: CONTROLLER : SLAVE CONTROLLER: CALSENSE `ET-- M-M a� .e.: My EXR' DATE REVISIONDESCRIPTION OF CONTACT ED TEMME AT (909) 477-2734 x 4117, THE EXISTING 16 STATION CONTROLLER IS LOCATED CONTRACTOR RESPONSIBLE FORTH TI I ALL EXISTING VALVES AND VALV `421, • CITY OF RANCHO APPROXIMATELY 300' WEST OF THE POINT OF INTO CONTROLLERS; CONTRACTOR SHALL NOT INSTALL THE CONTROLLERS J'�,9 C l �'' MAINTENANCE COORDINATOR, G OR OTHERWISE MODIFY THE EXISTINGCONTROLLERCA INLET I ANY Y; SEE SOF CALIF. �aNascAp�• q CITY OF RANCHO CLICAMONGA CUCAMONGA, FOR COORDINATION OF CONNECTION CONNECTION SHOWN. CONTRACTOR TO REPLACE TO, SCHEDULING, AND ACCESS TO THE EXISTING EXISTING CONTROLLER, RECONNECT ALL EXISTING COORDINATION NOTE. VERIFY NEW CONTROLLER FEATURES WITH ED TEMME 4,5`�°G�,� M. WITyFRS�R�'.5�� , (909) 354-2335 PRIOR TO BID & ORDER. AVAILABLE FROM IMPERIAL TECHNICA `� • �� `-� HIGHLAND AVE, STREET REHABILITATION IRRIGATION SYSTEM AND CONTROLLER. VALVES AND FLOW AND MOISTURE SENSORS AND SERVICES, QUOTE CENTER FAX (714 982-5095; PHONE (714 792--292Q. AT HIGHLAND AVE., EAST OF SAN PENIT(� TO DEER CREEK CNAf�f�El� CONNECT ALL NEW VALVES (SHOWN ON THIS PLAN) ° STING - LIVID 1 TO THE NEW CONTROLLER (CONTROLLER A), AND fD EXISTING EXISTING FLOW SENSOR nature o � CALSENSE °Re Iwai Doos T • INSTALL AND CONNECT NEW CONTROLLER 70 18 2007 laRRIUATION NPLAN ate THIS IRRIGATION SYSTEM CONNECTS TO EXISTING CONTRACTOR 1 RESPONSIBLE FOR WATTS FBV GATE VALVE - LINE SIZE A srgr Date POINT OF CONNECTION, BACKFLOW, & REESTABLISHING ALL PLANTINGS AND REPAIRING F ®F CP�-� CONTROLLER. CONTRACTOR SHALL KEEP EXISTING ALL DAMAGE AS A RESULT OF TRENCHING THE NEW ANY APPROVED PRESSURE PVC „MAIN LINE -- SCH. 40 FOR 1-1/2" AND UNDER, E ,._ IRRIGATION SYSTEM IN PROPER WORKING VALVE WIRES TO THEN W CONTROLLERS AT THE CL. 315 FOR 2 AND LARGER - SEE PLAN FQR SIZEENGINEER CONDITION DURING THE DURATION OF EXISTING CONTROLLER LOCATION AT NO ANY APPROVED SCH. 40 NON-PRESSURE PVC LATERAL LINE - SEE PLAN FOR SIZE E CONSTRUCTION. CONTRACTOR SHALL BE ADDITIONAL COST TO THE CITY. EXISTING T �_ � �. --�- 1a' 2a' 4a° L ! Withers and Sndgr ®, Ltd. RESPONSIBLE FOR THE REPAIR OR REPLACEMENT IRRIGATION SHALL BE PROTECTED IN PLACE. REFER ANY APPROVED SCH. 4Q PVC SLEEVE - TWICE LINE SIZE F ,, a Landscape Architecture (AT NO ADDITIONAL COST TO OWNER) OF ANY TO CITY DWG. # 1276-L, SHEET 10/19. ®' - DRAW 3467 Ocean View Boulevard, Sut• RESULT OF NOT KEEPING Glendale, CA 91208 PLANTS THAT DIE ASA � H Tel: (818} 236-3006 Fax: (818) 238-3088 I- - OF 1 C THE IRRIGATION SYSTEM IN PROPER WORKING '' 1" = 20' c • CONDITION. L 17 _ to/ts/2007 EXISTING VERIZON UN W AIN VAULT PE LA EXISTING CHAINLINK FENCE (TYPICAL) I I A EL 8 gmw4L 00 ------ HIUNLAIN AVEINUEE .r �,* ,,, a a -, , -- --,,C.7 C7 C7 r t 1 _. 1 I4 r V r " '" 7 tipLd 1 114 a _ ___._ " 1" �_, m40+00 N W ,,..,.,.,.. .,�,-- 1 '— . __ - �„ 1 jV NNW 335SF 1" 355SF 1" f„ �, ��o a, 390SF 1" 10 * 10 242SF 1" - .. '4.. 10 * 1499.0 631 ------ `� 410SF 1 _ * 1 Q 1497.67 633 1498.78 632 272SF 1" `� 465SF 1" 10 1497.32 634 10 m� �►,, � 336SF 1" 380SF 1" 10 1496.65* A40 219SF 1" 387SF 1" 282SF 1'" 1498.95* 630 9 10 * 10 10 10 1495.55* A37 1495.97 q38 1497.0 A39 n * 1498.16* B28 1498.32* 629 1497.83 B27 =� 406SF 1 _ 455SF 1 10 364SF 1" 373SF 1 10 - 1493.94* A36 398SF 1" 9 1496.44* B25 1496.91 B26 MO 403SF 1 10 Uj 1496.29 24 * 6 10 1495.69 B23 1493.04 B22 �, EXISTING STREET LIGHTING (TYPICAL) EXISTING WALL LOCATION (TYPICAL) IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL d� Q) RAINBIRD 1812—SAM—PRS—'5 QAF 12" POPOP FIXED SPRAY HEAD 30 5' .10, .20, .41 D Lm RAINBIRD 1812—SAM—PRS--6 VAN 12" POPUP VARIABLE SPRAY HEAD 30 6' .37 — 1 .2 D G' 0 RAINBIRD 1812—SAM`--PRS-8 QAF 12" POPOP FIXED SPRAY HEAD 30 8' .26, .52, 1 .05 D �2S RAINBIRD 1812—SAM--PRS-8 VAN 12" POPUP VARIABLE SPRAY HEAD 30 8' 0.72 — 1 .70 D RAINBIRD 1812—SAM—PRS-10 Q,H,F 12 POPOP FIXED SPRAY HEAD 30 10' .39, .79, 1 .58 D RAINBIRD 1812—SAM--PRS-10 VAN 12" POPUP VARIABLE SPRAY HEAD 30 10' 0.75 — 2.60 D U/ V V RAINBIRD 1812—SAM-PRS-12 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 12' .65, 1 .30, 2.60 D RAINBIRD 1812--SAM—PRS--12 VAN 12" POPOP VARIABLE SPRAY HEAD 30 12' 0.65 �— 2.60 D RAINBIRD `1812 "SAM--PRS-15 Q,H F 12" kPOPUP FIXED SPRAY HEAD 30 15' .92, 1 .85, 3.70 D RAINBIRD 1812—SAM--PRS-15 VAN 12" POPOP VARIABLE SPRAY HEAD 30 15' 0.92 -- 3.70 D SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL EXISTING XISTING POINT OF CONNECTION -- 1 -1 /2" WATER METER — M BY OTHERS — VERIFY LOCATION IN FIELD EXISTING EXISTING BACKFLOW DEVICE -- DIAL BEFORE 2�aU DIG a p EXISTING EXISTING MASTER VALVE Q AT LEAST TWO PLAY IT SAFE, WORKING DAYS DIAL BEFORE PRIOR TO RAINBIRD EFB—PRS—D REMOTE CONTROL VALVE SIZE AS NOTED ON PLANS B YOU DIG! o EXCAVATING INSTALL IN CARSON VALVE BOX (OR EQUAL) _.. RAINBIRD 33DLRC 3/4" QUICK COUPLER WITH LOCKING COVER C SERVING NINE SOUTHERN CALIFORNIA COUNTIES INSTALL IN CARSON VALVE BOX (OR EQUAL) CALSENSE ET--200oe-40—�M—LR—RRe ICA7—CS1 -40+40/M--LR/M/2CSTP1/2CSRCe/2CSRR—DRRe/CSLR—DOM E—RRe H — EXISTING STRONGBOX TO REMAIN. TAT VI T I TWO LR RRe DOME ANTENNA; TP--1 40 STATION 40--STATION AUTOMATIC CONTROLLERS, TP BOARDS, AND DOME ANTENNA FOR ,FESS/ INSTALLATION Y I WHO SHALL REPLACE EXISTING CONTROLLER & DOME CALSENSE ET-2000e--40—M ANTENNA. � • • TP--1 40 STATION MASTER CONTROLLER: CALSENSE ET-2000e—LR—M—RRe IRRIGATION MAINLINE COORDINATION SLAVE CONTROLLER: CALSENSE ET-2000e--M t:: EXP MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR CONTACT D TEMME AT (909) 477-2730 x 4117, .4215 CONTRACTOR RESPONSIBLE FORT I I LL I TIN L L GRAPHIC CLARITY ONLY. MAINLINE SHALL B INSTALLED MAINTENANCE COORDINATOR, CITY OF RANCHO I CONTROLLERS; CONTRACTOR LL INSTALL H LL �,>'► CIS. !' My WITHIN LANDSCAPED AREAS WHEREVER POSSIBLE. WHERE CUCAONGA, FOR COORDINATION OF OR T I I EXISTING T LL I I I ; SEE '�rE'pF C�1.®E DESCRIPTIONI • MAINLINE MUST RUN UNDER COBBLE O ACROSS ROADS, CONNECTION TO, SCHEDULING, AND ACCESS TO COORDINATION NOTE. VERIFY NEW CONTROLLER FEATURES WITH ED TEMME x INSTALL IN 6 DIA, SCH. 40 PVC SLEEVES. THE EXISTING IRRIGATION SYSTEM AND CITY OF RANCHO CUCAMONGA (909) 354--2335 PRIOR TO BID & ORDER. AVAILABLE FROM IMPERIAL TEeCHNICA o �PNDSCap�,q� CONTROLLER. SERVICES, QUOTE CENTER FAX (714) 982-5095; PHONE (714) 792--29Q.y G � � M W'TH�R,��ti�� GENERALVALVE/QUICKL : HIGHLAND AVE. STREET REHABILITATION CONTRACTOR SHALL NOT INSTALL ANY VALVES O EXISTINGM FS EXISTING FLOW SENSOR AT HIGHLAND AVE., EAST OF SAN BENITO TO DEER CREEK CHANNEL QUICK COUPLERS IN COBBLE AREAS. CONTRACTOR NOTE: CALSENSE F" S' nature LIVID 1 SHALL INSTALL THESE ITEMS IN PLANT AREAS ONLY. THIS IRRIGATION SYSTEM CONNECTS TO WATTS FBV GATE VALVE -- LINE SIZE = ffi: k: os 2aos e �. EXISTING POINT OF CONNECTION, BACKFLOW, Renewal Date CONTROLLER. CONTRACTOR SHALL KEEP 10/18/2007 FOR IRRIGATION NOTES & PRESSURE LOSS pt sT�T Date IRRI(Sm"ATIO' N PLAN T L- EXISTING IRRIGATION SYSTEM IN PROPER ANY APPROVED PRESSURE PVC „MAIN LINE — SCH. 40 FOR 1 --1/2 AND UNDER, E OF cP�-�� CALCULATION, SEE SH WORKING CONDITION DURING THE DURATION OF CL. 315 FOR 2 AND LARGER SEE PLAN FOR SIZE APPROVED BY: DATE- CONSTRUCTION. CONTRACTOR SHALL BE ANY APPROVED SCH. 40 NON—PRESSURE PVC LATERAL LINE -- SEE PLAN FOR SIZE EC17Y ENGINEER RCE: &*s SLEEVING : RESPONSIBLE FOR THE REPAIR OR DEM 7— CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND REPLACEMENT (AT NO ADDITIONAL COST TO — ----—— ANY APPROVED SCH. 40 PVC SLEEVE — TWICE LINE SIZE F L Withers and andrn, Ltd. LATERAL SLEEVES 12" BEYOND HARDSCAPE INTO PLANTER OWNER) OF ANY PLANTS THAT DIE AS A RESULT -- — — -- — 0 10 20 40 Landscape Architecture AREA. NO SLEEVES TO BE TERMINATED UNDER OF NOT KEEPING THE IRRIGATION SYSTEM IN 3467 ocean view Boulevard, Supe A Glendale, CA 91208 HARDSCAPE. CONTRACTOR WILL B RESPONSIBLE FOR PROPER WORKING CONDITION. rein (s1s) zss—sees rax: (818) zas-3ass L - 1 ; VERIFYING LIMITS OF HARDSCAPE PRIOR TO INSTALLING 1" = 2®' SLEEVES. L 2176 10/18/2007 EXISTING CHAINLINK EXISTING VRIZON f FENCE (TYPICAL) MANHOLE ® ;r « 1 t + +% « t + t « 1 + 1 1 1 t t 1 1. __.,..,, ..,.... _... _♦_.. .._,.____,. .. .v..m. .M a.. .._ __. m._w _ ..M. __ u. .,,.. ,..,. ____..._. .,..w. ...... ... t + _ ,,.,..,_ ....,. , _.... d _t.3.rc .d,. LU e _ d e --F-- __. R I 7Q' N M 1-1 0 0 ,. � L^✓ `,,.+ M.»..... • _k 0 ..`} UJ a Un) 7 ------ U) e I " ffmmwmmmmlm� (3 . ,, 11 C22 C10 C23 C9 - o ,. AI ,. C13 C20 C12 a,f I 24 L �� .0 1 s C 17�,C 15 '2•, �`"'` � �, ;'� <. .��. � C 18 C 14 C 19 ,, � �.. � ° � d� ,. u. �� C.,. ..., ,, m .,, SF [1/'in (33 _ _ ._; 523SF _ •mm .. . _ 1 __�"..__�� w "mM.." _.. "._ . „ __ ,.._ .,.. W ". 52QSF 1 522 . M. 1(T 5145 1 � __ ..w_._....0 .r ._.�.m..w__._ ._.. ..._ µ 1 z .._. _. _µ.__. .. __ 1502.50 C14 1503.87 1500.7$* C17 * E,. * C20 >- U 1504.77* C1 1505.43\23J 1505.98* C24 " _.w » � �> 4' » 516SF » 1 Q 535SF 1" 1 a 517SF ^ 1" 1 a 533SF 1 1.aQ..... 11.Q} ., 573SF 1 10 534SF 1 1 508SF 1,0 010 518SF 1 10 525SF 1 1 a 534SF .a - * * .. . * * . 1502.00 . 1502.95 C19 15®3,50 C.13 1504.20... -C12 . _.. .. _..... 1.504.45 C21 1505.00 C22 , ._ 1505.24 C10 C9'-" 1500.31 C16 1501.50 C15 C18 _ .. "_W m 4 Im� • • _. EXISTINGWALL LOCA - O N _.m ,. ... _ m4 • } ^_"_'_'_'".� �t.-t,�:e;, M_G.�.�..,.�..,.r.., T"" r..q�_ `'c__�.t,�a q'^t.m�.��..��...!_x.Via:G.__._�_t�.��f,_,, �`t��t_.._.,�.,_._(.W,_k., :.�.1.n,,�.�.j�._��,,....,.� F • w,,, ,' _ L_ _.,.. t-.mac___ �t:,__L..��: l 1�._t�.a�.�.�� 9 � +_._,t_._��- �.... � i ,. LIGHTING (T P1 " L 536SF /7\ 10 535SF 1507.50* �C4 1506.83* C3 426SF /7\ 1 1 535SF /-T\ 10 620SF 1» 11 1506.67* C28 1506.50* C29 1507.50* C30 t 7 EXISTING CHAINLINK FENCE (TYPICAL)r e e t e 1 t :� t � w.. A tQ6 _. �• _ ,� v v V V-- v- - - - --�- 506.8 cs --.m._....-.�_.. -cls cs c27 c5 ._�_m ..._.-`� r -(�, 1 * C2 C25 C7 2+, _. " _ C28 C4 C29 C3 C30 C 1P, C2 1» r « • Uj n" .._� .. FS ► c31 �» � _� 52OSF 1" 540SF 1" 511 SF 1" 546SF 1" 5oGSF 1" ry µ mmYn • 11 10 10 10 t 1506.87* c31 10 w . 1505.79* �C8 1505.67* C7 1506.19* C6 1506.36* C5 .n.....e...y C1 1 w 50 /-T7\1 481 SF /7\ 707SF 140 248SF 1 Q 1 PROJECT * �C2 ---- . 11 507.00* C27 µ. ., M 5 Highland Ave.Closure z-1 506.40 C25 15afi.13 _ R K 07-0718 * C1 f(M I T F W _ C_ _mm ,-� .. _.a.._ TM. M � w _ v Iv #. 01/28/08 „ - - e a e C16 _. GPM' 10 _..mm.._ ....... _, . _ . __ STATIC PRESSURE High: 69 4s` P, Low. 59 HGL:1642 _. .__ I Person Spoken to: Raymond Abeyta Company: CCWD Phone Number: (909)987-2591 Date: 6/26/2007 Total Equipment Size Length GPM PSI Loss Meter(New) 1-1/2" @ 10 0.40 Backflow Device(New) 1-1/211 @ 10 12.00 Master Valve(New) 1-1/2" @ 10 0.53 IRRIGATION LEGEND Flow Sensor(New) 1-1f2" @ 10 0.50 Mainline(Cl.315) 2" 723 @ 10 0.72 SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL Gate/BallValve 211 @ 10 1.00 POINT-OF-CONNECTION: 'Control valve 1" @ 10 0.70 V V RAINBIRD 1812-SAM-PRS-12 H,F 12" POPUP FIXED SPRAY HEAD 30 12' 1 .30, 2.60 D Lateral Lines-(Cl.315 for 2"&Larger; 2-1/2" - @ - 0.00 DIAL BEFORE YOU DIG Sch.40 for 1-1/2"and under) 2" - @ - 0.00 METER: New 1-1/2"Meter, Elev. A rox. 1506.50 RAINBIRD 1812-SAM--PRS-15 H,F 12" POPUP FIXED SPRAY HEAD 30 15' 1 .85, 3.70 D 1-1/2" - @ - 0.00 1-soa®227-2aoo M pp 1-1/4" - @ - 0.00 4 p HGL: 1642 RAINBIRD 1812-SAM-PRS-15 VAN 12" POPUP VARIABLE SPRAY HEAD 30 15' 0.92 - 3.70 D 1" 74' @ 10 1.77 MAX FLOW:FLOW: 11 GPM PLAY IT SAFE 3/4" - @ 0.00 AT LEAST TWO STATIC PRESSURE: L 59 SI / H 69 sl SUBTOTAL. 17.62 - DIAL BEFORE WORKING DAYS p DESCRIPTION DETAIL � , i You DIG, PRIOR To SYMBOL MANUFACTURER MODEL EXCAVATING SYSTEM DESIGN PRESSURE: 62 psi Loss through fittings 120/® 1.76 PER CVWD NEW 1 -1 2" WATER METER -- Sprinkler head PSI needed 30.00 0THE S -- VERIFY LOCATION IN FIELD Elevation change 5.50 ft -2.3sSERVING NINE SOUTHERN CALIFORNIA COUNTIES SOURCE AT CCWD: Raymond Abeyta (BY } DATE INFO OBTAINED: 06/26/2007 FEBCO 825--Y-�BV 1 -1/ 2" BACKFLOW DEVICE, INSTALL PARALLEL TO STREET IN COAST _ TOTAL SYSTEM LOSSES: 47.00 GUARDSHACK (MODEL CGS-1 WITH LOCK. LOWEST STATIC PRESSURE AVAILABLE: 59 THIS IS A POTABLE SYSTEM. SUPERIOR 3100/NQ 2" MASTER VALVE (NORMALLY OPEN); INSTALL IN CARSON VALVE - ESTIMATED RESIDUAL PRESSURE: 11.71 BOX (OR EQUAL). ESTIMATED RESIDUAL PRESSURE(FR HIGH PSI): 21.71 AWN RAINBIRD EFB-PRS-D REMOTE CONTROL VALVE - SIZE AS NOTED ON PLANS B CrfYREQUIRED RESIDUAL WATER PRESSURE 15-20 PSI IRRIGATION MAINLINE NOTE: INSTALL IN CARSON VALVE BOX (OR EQUAL) NOTE:SCHEDUE SYSTEM TO RUN IN OFF-PEAK HOURS ONLY MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS FOR RAINBIRD 33DLRC 3/4" QUICK COUPLER WITH LOCKING COVER C GRAPHIC CLARITY ONLY. MAINLINE SHALL BE INSTALLED INSTALL IN CARSON VALVE BOX (OR EQUAL) WITHIN LANDSCAPED AREAS WHEREVER POSSIBLE. WHERE 40 STATION AUTOMATIC IRRIGATION CONTROLLER IN STRONG BOX METERED H R f- DESCRIPTION O SIGN D ATE MVW4D.- MAINLINE MUST RUN UNDER COBBLE OR ACROSS ROADS, CALSENSE ET-2000e-40-LR-RRe ENCLOSURE MPS-16A--10K AND STRONG BOX CONTROLLER ENCLOSURE �`wGlue. INSTALL IN 6" DIA. SCH. 40 PVC SLEEVES. TP 1 , TP 110 ANDCITY OF RANCHO CUCAMONGA LR-RRe DOME ANTENNA SB-16SS W CALSENSE OPTION. ** LEAVE LR-RRe DOME ANTENNA IN LOCKED �' W/ ,� ��Q �p,NDS��CAPF q4,C' L VALVE/QUICK COUPLE NOTE: METERED ENCLOSURE. CITY OF RANCHO CUCAMONGA WILL MOUNT ANTENNA. �-► Exp. �� y;- M. `"'rtiE � � CONTRACTOR SHALL NOT INSTALL ANY VALVES OR .42156 HIGHLAND AVE. STREET REHABILITATION QUICK COUPLERS IN COBBLE AREAS. CONTRACTOR AVAILABLE FROM IMPERIAL TECHNICAL SERVICES, QUOTE CENTER FAX (714) ,��, CIV AT HIGHLAND AVE., EAST OF `SAN BENITO TO F�AIRMONT WAY 982- 095; PHONE 714 792-2920. lF `®� g1Z2 LIVID SHALL INSTALL THESE ITEMS IN PLANTER AREAS ONLY. ( ) 08 31 2009 �� '* Renewal Date CALSENSE FM-1 .5 FL VV ETER, -1/2 _ 2 to IKKIGATION FOR IRRIGATION NOTES & PRESSURE LOSS FS _r ------ VALVE SIZE CALCULATION, SEE SHEET L-X. WATTS FBV GATE VALVE - LIeNE SIZE A SQ. FT./1-1/ of ca�- - . R 32 GPM APPROVED DA H H E* Al C ENGINEER RCE: Lae- SLEEVINGNOTE: ANY APPROVED � ESS E PVC „MAIN LINE -- SCH. 40 FOR 1 -1/2" AND UNDER, E LINE WIRE AND �, _ / VALVE NUMBER CONTRACTOR TO TERMINATE ALL MAIN fi-5 F0 -- 2 AND LARGER SEE PLAN FOR SIZE LATERAL SLEEVES 12" BEYOND HARDSGAPE INTO PLANTER - - ,- .. " * � LIDH Withers and Sandgren, Ltd. AREA. NO SLEEVES TO BE TERMINATED UNDER ANY APPROVED SCH. 40 NON=--PRESSURE PVC LATERAL LINE - SEE PLAN FOR SIZE E HIGH HEAD ELEVATION 0 10 2G 40 Landscape Architecture WMVM 3467 Ocean View Boulevard, Suits A 208 HARDSGAPE. CONTRACTOR WILL BE RESPONSIBLE FOR DH Tel: (818) 236-3006' CA x�(8 8) 236-3066 L - $ 1 ®� � ® � SCH. 40 PVC SLEEVE -- TWICE LINE SIZE F TYPICAL. INDICATES HIGH HEAD 1" - 20' VERIFYING LIMITS OF HARDSCAPE PRIOR TO INSTALLING ANY APPROVED SLEEVES. ®� ® ® � LW 176- 02/18/2008 C 1 i j u� PROJECT NA ROUND PLASTIC VALVE BOX & COVER: STRUCTURE OR Q IRRIGATION NOTES Highland Ave.Closure ETCHED "QC" (CARSON OR EQUAL) HARDSCAPING z 06-0684 HARDSCAPING(SEE NOTE 4) ►► g W Valve : B30 10/17/07 3 ABOVE GRADE IN SHRUB !' z m ROUND PLASTIC VALVE BOX& 1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL AND GROUNDCOVER AREAS. 6 MIN. - GPM: 10 �y y ��•IF:• y y V''< w z COVER ETCHED"IRRIGATION GATE" �s,.4` �,,t `':y iy AT GRADE IN LAWN AREAS " POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ;�•�• <• �. <y <• �• <' 18 MAX. (CARSON OR EQUAL} ALL COSTS FOR THE INSTALLATION OFA NEW WATER METER INCLUDING HOT TAP AND STATIC PRESSURE High: 77 FINISH GRADE z Low: 67 Ky - SERVICE LINE. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND Calculated Estimate: 71 HGL: 1642 MI I ( I I IFIMSH GRADE INSTALLATION PROCEDURES. (THIS SCOPE OF WORK CONNECTS TO EXISTING POC). p y vMI - -Persan S aken to: Ra mend Abe to -II ( I IIII �" °®' �• Company: CCWD - F71 Phone Number: (909)987-2591 - -- , _2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A Date: 6/26/2007 ^ _ 1= _E - I�� 1=1 I - 1 I I I II 33 DLRC QUIC 'I I I® I (- =III=I 11- BALL VALVE 1 1/2 OR SMALLER WITH 1=)I 1 �� PRESSURE REGULATOR(IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, Total CLEAN BACKFILL - SEE _ I I i STAINLESS STEEL HANDLE ! z -I I { SPECS. FOR MATERIAL. COUPLING VALVE III-)I I FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED Equipment Size Length GPM PSI Loss I j WITH RUBBER CAP I I I- )I I=)I I=I RESILIENT WEDGE-2"OR LARGER WITH III-1 I I= PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, Meter(Existing) 1-1/2" @ 10 0.70 I ( I 909 COMPACTION REQUIRED ®I I I I =I((®1 I I 2"OPERATING NUT I=) MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE Backflow Device(Existing)-Assuming 1-1/2" @ 10 11:00 N X11 I 11= = STAINLESS STEEL I�I 1 I-I I GATE VALVE III-I I( Master Valve(Existing)-Assuming 1-1/2 @ 10 00 SCREW CLAMP _ ( (- z I I=III= EPDXY COATED I I=I 11= EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. Flow Sensor(Existing)-Assuming 1-1/2" @ 10 1.00 I I I MINIMUM (3) PLACES =I I I I =1 I I=I I III=I VALVE Mainline(01.315) 2" 1022 @ 10 1.02 -1 I I ,',`,",',',',',',',',`,',',',',','•'•'•"•',',',', I I- " I h Co _ 1 ISI I I-1 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A ALUMINUM Gate/Ball Valve 2" @ 10 1.00 A • • • • • • • • • • • • • • • • • • 3/4 WASHED r �)1I-III I I=I M I- I Ell � Ii=ITI=1 I I I=1 11� ENCLOSURE, AND STRONG BOX(SB) SBBC- AL? SHALL BE INSTALLED PARALLEL TO THE Control Valve 1" @ 10 0.70 - ao CRUSHED :. PROVIDE 6" MIN. OF SAND r p:P p P:.P a``'Q`° Lateral Lines (Cl, 5 for 2 &Larger; 2-1/2 - - 0.00 --III BEDDING AND SHADDING AGGREGATE BASE p 'ha': a'°fi Z bp' °' �!' :aa`'a -( " g " @ p`�:• a I ISI�ISI � �" III=1 I I= STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. ^I I1y--1 III= Sch.40 for 1-1/2"and under) 2" - @ - a.o0 1-1/2" @ - 0.00 I III CONTROL WIRE SLEEVE _ SIZE PER PLAN INSTALL SCH 40 BRASS NIPPLE - 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING,VALVES, ETC. SHOWN WITHIN PAVED 1-1/4" - @ 0.00 -III I • ` III= ADJACENT TO PRESSURE AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING 3/1�;f s4' @ 10 0.00 N 1=1 I I I ) SUPPLY LINE SCH 40 BRASS NIPPLE - 24 LONG I=111=1 AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER ^1 I SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND SUBTOTAL: 79.43 I I I PRESSURE SUPPLY LINE ISI I ISI :�9O;F o ®;QI I II I III III I I ®--I I SLEEVE SIZE TWICE III®)I I a•aQ• a•aQ` III-I ARCHITECTURAL FEATURES. Loss through fittings 10% 1.94 III III= I III=- DIAMETER OF PRESSURE g g 11 I I " SUPPLY LINE «••a Sprinkler head PSI needed 30.00 6 TYP. - ®I I-III) lot, 11�) 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT Elevation change 20.95 ft 9.07 C° -I e I-1 : .4RF •g®,o f NON-PRESSURE LATERAL SCH 40 BRASS 90° ELL -1 I®1 I I °ati• •�•�°Q° I (®I THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE TOTAL SYSTEM LOSSES: 60.44 LINE SLEEVE - SIZE TWICE ® REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. NOTES: DIAMETER OF NON-PRESSURE SCH 80 PVC 90 LOWEST STATIC PRESSURE AVAILABLE: 67.00 1, ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE STREET ELL SCH 40 BRASS 900 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. STREET ELL 3/4"WASHED CRUSHED 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUNDESTIMATED RESIDUAL PRESSURE: 6.56 PRESSURE SUPPLY AGGREGATE BASE UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE ESTIMATED RESIDUAL PRESSURE(FROM HIGH PSI): 16.56 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. LINE FITTING 4 REBAR STAKE NOTES: 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW PRESSURE SUPPLY LINE 124" LONG 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTE:SGHEDUE SYSTEM TO RUN IN OFF-PEAK HOURS ONLY. STRUCTURAL SECTION). 2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. UNDERGROUND FACILITIES. 5. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. NOTE: 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. SYSTEM DESIGN PRESSURE(TOTAL SYSTEM LOSSES+1P1►: 75 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR VALVE NUMBER INSIDE VALVE BOX. OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE A bT5A COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIALCI) OPRESSkiUME Lu"SiASi CALCULATIO'N %V`11&%JG0% SIF&Tu. STD. • CONSTRUCTION. HI-POP SHRUB HEAD BODY SET TO TO SPRINKLER-ANGLE PIPE TO 4" THICK 1/4 ABOVE FINISH GRADE SPECIFIED DEPTH WITH 45°ELLS 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC,) MULCH LAYER SCH 40 PVC MALE ADAPTOR OF INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT AWAYRFROMD HEAD FINISH GRADE U) SCH 80 PVC UNION CONNEc ORS OR EQUAL PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE PVC NIPPLE ELECTRIC CONTROL VALVE WITH SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER "SNAP-TITE" WATERPROOF ¢ PRESSURE REGULATOR HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. CONNECTOR OR EQUAL �- FEEVEMEN, ® zz PLASTIC VALVE BOX AND LOCKING ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. WIRE SERVICE LOOP (LOOP -- _ -_ -_ w COVER(CARSON OR EQUAL), ENOUGH WIRE TO EXTEND WIRE ®--I i- m z MARKED WITH"IRRIGATION RCV" " I-1 I I•-1 11-1 I I I I I-1 I I- ~ AND ETCHED WITH CONTROLLER 9. INSTALL ONE (1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE BUNDLE 6 ABOVE GRADE} �I I Ed I ISI I I I(-=111=11 0- AND VALVE SEQUENCE TO THE FARTHEST REMOTE CONTROL VALVE (RCV)ON EACH BRANCH. PIGTAIL EACH SPLICE Box COVER WITH " =1 I 1=I 11=1 I( 1111 '1= 6 MIN. 7. LOCKING TOP ETCHED S.B. FINISH GRADE /- ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. fi 2 -111=1 I I I (1 co z 1=1 I I I I®1 I{ = _ AT GRADE IN LAWN AREAS - SIDEWALK 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK 3 IN PLANTER BEDS _{I( I{(-_ !1=1 =1 i I�, _- (TURF)AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS)APPLIED FOR 8 1 it I II I I II i r II--III _ in HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY -III I I II I I II I) ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. _.. I I 3„ ( _ PIG TAIL EXPANSION LOOP(MIN.24"LONG) 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN IN z FLOW BRASS ANGLE THE PRESSURE LOSS CALCULATION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS 12 X 18 GREEN PLASTIC METER C 111= VALVE WiuNION BOX. CARSON OR EQUAL _ AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER 00 3" (I 1- 3/4„WASHED PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL ' I ° `.QQ 4 ° I CRUSHED AGGREGATE BE BROUGHT TO THE ATTENTION OF THE CITY AND LANDSCAPE ARCHITECT. ®I I SCH 80 PVC NIPPLE a aQo °o. 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000e (STATIONS) ? - (DIGITAL el I I `� 4aa SCH 8o PVC UNION SCH 4O PVC ISI!ISI 1 r I I=11I RADIO)W/ANT-1 ANTENNA PORT INSTALLED WITHIN A DR STRONGBOX(SB)24SS/120 MARLEX 90• STREET ELL 90• STREET ELL CONTROL&COMMON WIRES VOLT CONTROLLER/ELECTRICAL ENCLOSURE, MOUNT THE ANTENNA PORT NON-PRESSURE MARLEX 90• STREET ELL (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND LATERAL FITTING - ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN NON-PRESSURE LATERAL LINE SCM 60 PVC NIPPLE ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. TYPICAL (2} PLACES ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF 24 VOLT WIRES. TAPED AND ANTI-DRAIN VALVE AS REQUIRED BRASS NIPPLE THE CITY. BUNDLED AT 15 FT. INTERVALS SCH 80 PVC SXSXT TEE NOTE: NOTES: PRESSURE SUPPLY LINE 2 CU. FT. PEA GRAVEL 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND AND EDGES OF LAWN. 2, INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 2. USE TEFLON TAPE ON ALL MALE THREADS. SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. 3. PLACE VALVE BOX AT RIGHT ANGLES To STRUCTURES OR HARDSCAPING. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. PAID FOR BY THE CITY. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. HEAD CONNECTION AT BOTTOM INLET ONLY. VALVE NUMBER TO WIRE INSIDE VALVE BOX. 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. ff 5 2 0N U`Aff U SO`E Ou"' y2%4 RV,ON LT Si I jm%L I C E t`i T D 5 4004' %j )1' « " SHRUB SPRAY - • STD. 5 3 9& UU 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE STAND ALONE CONTROLLER WITH ANTENNA TOP OF THE SPRINKLER HEAD IS '/4"ABOVE FINISHED GRADE, TOP ENTRY ENCLOSURE DIAL BEFORE YOU DIG �° �p,�LD WIT `��c STRONG BOX MODEL NO. 1-800-227-260175 G�`t M. WtTy�C�,� LR/RRe DOME ANTENNA SB-SS-SERIES PORT LOCATED OUTSIDE OF Q .o BOX.INSTALLATION/LOCATION CALSENSE CONTROLLER I III I I I I 1=1 I- BY CITY REPRESENTATIVE. MODEL NO.PER PLANS ,.-, __..__--_____ VERIFY DIRECTION PRIOR COAXIAL CABLE N 911=1 ______^ -------- ------ Si Si ature TO MOUNTING ANTENNA III I AT LEAST TWO CALSENSE HARNESS W I _ PLAY IT SAFE.CALSENSE TP110 Z WORKING DAYS 08 2009z® II I ( I ( I DIAL BEFORE PRIOR TO Ren Wal Date 120 VOLT DUPLEX OUTLET(GFCI), CALSENSE TP-1-40 CLEAN BACKFILL - SEE YOU DIG! 10/18/2007 W I I EXCAVATING NON-SWITCHED,TO BE PLACED BOARD REGARDLESS w a _ SPECS. FOR MATERIAL. ° Date WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE. tun)`- -III I JEE 90% COMPACTION REQUIRED sT�rF OF GRA-��\P ENCLOSURE N ISI I ( SERVING NINE SOUTHERN CALIFORNIA COUNTIES NO OPEN ELECTRICAL WIRING _ _ SHALL BE IN CONTROLLER -1 I IE I I-- MOUNT AREA. $" COMMON/CONTROL WIRES FINISH MIN, MI 6"THICK CONCRETE z NON-PRESSURE LATERAL LINE: GRADE y% . FOOTING INSTALL A MIN. SCH. 40 SNAKE PIPE IN 044 ea ®a --1II II= OF 3"ABOVE GRADE AND a TRENCH ' APPROV • SLOPE TOP TO DRAIN ATREVISION MINIMUM OF 2%. r $ «, (=III==III I- I =I I- I I=I I = �) I I PRESSURE SUPPLY LINE: 3"SCH 40 CONDUIT FOR SCH. 40/CL. 315 SNAKE11 A 0 F " M "11-11 U '"A 0 N"A COMMON/CONTROL WIRE III I 4 111 PIPE IN TRENCH Cil T K NU U U U M U �• .. 120 VOLT WIRE IN RIGID STEEL 90"SWEEP ELL 6" CONDUITR ENG►OSURE°°E) (TYP') =1 I Ml �, `ANDTT PE AITE15' BUNDLE TO HIGHLAND AVE. STREET REHABILITATION ALL CONNECTIONS SHALL BE WATER TIGHT 1=1 II I ( I I INSTALL ADJACENT TO AT HIGHLAND AVE., EAST OF SAN B E N I TO TO DEER CREEK CHANNEL "OUTDOOR TYPE"CONNECTIONS. _III--I 1 I- PRESSURE SUPPLY LINE LIVID 1 ENCLOSURE MOUNT I-I III-- I I I`1- PROVIDE 6" MIN. OF SAND ---------- ___-____. l I I 6 �,TY BEDDING AND SHADDING1OR&RUGAT10"10' ' "'ETAIL' /® NOTES: A, . I.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION n TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN's DESIGN SEQUENCE OF REMOTE : DATE CONTROL VALVES. NOTE: ° 3.RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. CITY ENGINEER RCEO MAINLINE FOR FUTURE USE,PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. " " 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18 MIN. DEPTH DEM FEMMMENM 42156 5.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. 3" AND LARGER 24" MIN. DEPTH 6.LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO 3. ALL PVC PIPING TO MEET RECLAIMED WATER STANDARDS. ® Withers, and a n r , Ltd. LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER CNIV �R SYSTEM PRIOR TO ACCEPTANCE. Landscape Architecture C 1� 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 3f467 ocean,view Boulevard, Suite A SHM 8.CONTROLLER SHALL NOT BE CONTROLLED BY GFI OUTLET,IT IS TO BE WIRED'HOT'. Glendale, CA 91208 Tel: (818) 236-3006 Fax: (818) 236-3066 L-_ PROVIDED FOR INFORMATIONAL PURPOSESDRAWM 1rR%RA k r\ j INE uT U S E D& UH C u"N'T R 0 L L E HN ONLY; CITY TO INSTALL, CONTRACTOR TO 532L • 1G`/""1P01U"& N NOTEA"i CONNECT EQUIPMENT 8c VALVES 10/18/2007 NINE T--4 /T-2T--3 1 1 2 U a auwU u Gap GaIME- q, apa G Q o QJT®3N T®4 c� 0 0 p a 7T— T-2 T-1 � 0 0 � aQ . a� o— � �, c �,C �� o �, � �5 T 4 qLAJT-5T-5 ,Uuc Gac>p G -oap o ap pap ap acre G 1 1 2 1 �1ao Qo --C Qc c C1Qn o C1c>o 0 o Qo a o qo oQao ao o"CtQv a ono q a qG o qC�, 2 1 4 2 � a �ac �aac� E.aac� aos° a �. C� 7 C0 ' J Ua Ga GUj 7 op��CcaGoG jpaopCjUap opC>O�aC? 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S-5 9 /S 8\ 3 — S-4 S-5 7 2 15 2 S 9Aw S-1 325 77 5H I H L I-% U /-VV,-E ftNmmuffE S-7 3 ..._._ . .._ _ J .,` w \2j z ------ d 4 4k EXISTING STREET LIGHTING (TYPICAL) EXISTING WALL LOCATION r44/ (TYPICAL) 44:1 x , SHRUBLEGEND QTY. SYMBOL BOTANICAL NAME / COMMON NAME SI (THS SHEET) REMARKS S-1 ABELIA GRAN DIFLOA ' DWAD GOUCH ' / GLOSSY ABLIA 5 GAL. 18 4' O.C. S-2 DODONEA VISCOSA 'PUPURA' / PURPLE HOPSD BUSH 5 GAL. Q 101 O.C. Q o Q o S-3 FSTUCA OVINA 'GLAUCA' / SHEEP FESCUE 1 GAL. 441 1' O.C. S-4 H MEOCALLIS HYBRIDS / DAYLILY, EVERGREEN ONLY 1 GAL. 185 2' O.C. S-5 LANTANA 'DWAF WHITE' / DWARF LATANA HYBRID 5 GAL. 63 4' O.C. UA\ S-6 L PTOSPERMUM 'RUBY GLOW' / RUBY GLOW TEA 5 GAL. 33 6' O.C. S-7 MYOPORUM PARVIFOLIUM / NCN 1 GAL. 4 8' O.C. P S-8 RHAPHIOL PIS INICA 'CLA A' / INDIAN HAWTHORNE HAWTHORN5 GAL. 89 5' O.C. S-9 XYLOSMA CONGTUM 'COMPACTA' / COMPACT XYLOSMA 5 GAL. 32 8' O.C. DESCRIPTIONI F v -• A� CITY OF RANCHO CUCAMONGA s HIGHLAND AVE. STREET REHABILITATION AT HIGHLAND AVE., EAST OF SAN BENITO TO DEER CREEK CHANNEL EV-SiL4 LIVID 1 Sign re • � 08Z31 2009H ww" U B Renewal Date / UKUUNIJUUV K �► 10/18/2007 Date P-LAIN41TIN'G PLAINJ DIAL BEFORE YOU DIG ` : of cP�-�� 1-800-227-2600 APPROVED BY: DATE q pCITY ENGINEER RCE: DUM PLAY IT SAFE. AT LEAST TWO L / Withers and Sandgren, Ltd. DIAL BEFORE WORKING DAYS _. ► F YOU DIG! PRIOR TO a 1 a 20 40 Landscape Architecture c EXCAVATING DPAWN 3467 Ocean Vlew Boulevard, Suits A _ - Glendale, CA 91208 DH Tel: (818) 236-3006 Fax: (818) 236-3066 �- - 1 jOF �.,. SERVING NINE SOUTHERN CALIFORNIA COUNTIES .' 1” 20> CHEOM DPAWM NO. Lw 2176-L 10/18/2007 ------------- EXISTING VERIZON S- EX CHAINLINK MANHOLE FENCE (TYPICAL) O \-J 0 0 0 0 0 0 0 U 0 U 0 U o U o 0 0 U 0 0 --- ,U 0 77U 1 U U U 0 0 0 0 0 0 U U 0 o U U OOOO 0 0 0 0 0 o OO 0 0 U 0,\ 0 U U U 0 , 0 , t 0 U ® U U 9 U U U Uj D �10 U U U Zct U U U U >1U U U U 0 0 ------- LLJ 1 ,50 W S-10 S-5 7 , Wv Uj � o son S- S-10 S-5\ 7 4 -22- LLJ /S S-5 vi 24 .. 44 2L4814 2448 15 www vi 0HI 'AV E (030"k AN "UFA' 0 7,500 U.j 0 . 0 . ......... .......... 0 ............ ........... z— i�5 0-3 17 11z, a 7 SCE MH 0 0, EXISTING STREET :D 0 --"-LIG'HTING '(TYPl CAL) EXISTING WALL LOCATION ............ YJC ---------- JT t7-f � (iii .w _� � ,��. �::e.�, a a,� �.. .�.� ' 7 0 -> S-9 -6 S-9 S-8 /S-A6 /S-2\ S-8 /S-8\ 3 10 9 8 T 11 JF 10 S-9 W.- 0 o o 10 o 0 0 9 0 0 U U U 0 0 0 0 0 /S-5 100 0 0 0 U 0 0 0 0 0 0 0 W ""' o 0 0 0 0 W 0 0 -5 0 S-5 S-7 S S-10 0 0 12 31 0 0 ul .............. 001Z' 7 71 ............ .......... K 'o ...... 's" LIMIT U Wv J, .................. • 2-, V' 5 0 6 0 0 K U ON 'Y AIN%, Al T WA SHRUBLEGEND QTY. SYMBOL BOTANICAL NAME COMMON NAME SIZE (THIS SHEET) REMARKS S-1 ABELIA GRAN DI FLORA 'EDWARD COUCH ' GLOSSY ABELIA 5 GAL. 0 4' O.C. > S-2 DODONEA VISCOSA 'PURPUREA / PURPLE HOPSEED BUSH 5 GAL. 8 10, O.C. S-3 FESTUCA OVINAGLAUCA' / SHEEP FESCUE 1 GAL. 0 11 O.C. S-4 HEMEROCALLIS HYBRIDS / DAYLILY, EVERGREEN ONLY 1 GAL. 0 2' O.C. DESCRIPTION OFREVISION DATE OPW4D.- S-5 LANTANA 'DWARF WHITE' / DWARF LATANA HYBRID 5 GAL. 215 4' O.C. CAP,-- OF RANCHO CUCAMONGA kEssloj C1`ft 5 GAL. 14 6' O.C- S-6 LEPTOSPERMUM 'RUBY GLOW' / RUBY GLOW TEA G I L t v- A HIGHLAND AVE. STREET REHABILITATION AT HIGHLAND AVE., EAST OF SAN BENITO TO FAIRMONT WAY P"140 IEX - LIVID I S-7 MYOPORUM PAR NCN 1 GAL. 79 8' O.C. t4o.42twl Sig ur 08/3 2009 cNkv - Sj 2 18 2008 -8 RHAPHIOLEPIS INDICA 'CLARA / INDIAN HAWTHORNE 5 GAL. 29 51 O.C. DIAL BEFORE YOU DIG OF C OF C PLANT It N&?- PLAN DATE: 1-800-227-2600 APPROVED BY. CITY ENGINEER RCE: -ZIX(dV 8-9 XYLOSMA CONGESTUM 'COMPACTA' / COMPACT XYLOSMA 5 GAL. 23 8' 0.C. ZAK AV As PLAY IT SAFE. AT LEAST TWO LWAH Withers and Sandgren, Ltd. 82 8' O-C- DIAL BEFORE WORKING DAYS 0 10, 20' 40' Landscape Architecture 5-10 JUNIPERUS CONFERTA 'BLUE PACIFIC' 5 GAL. YOU DIG! PRIOR TO DRAWN 3467 Ocean View Boulevard, Suit® A S&T EXCAVATING Glendale, CA 91208 DH Tel: (818) 236-3006 Fox- (818) 236-3066 L - 15 OF 16 SERVING NINE SOUTHERN CALIFORNIA COUNTIES 1 20' CHEIMD DRAWm NO. LW 2176-L ------ 02/18/2008 4C 1�lc NOTES: ONE HALF OF SPACING 1. REMOVE NURSERY STAKES LIMIT OF PLANTER AREA REQUIREMENT 2. STAKES i� BE PLUMB AND 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. �...,,. TIGHTLY COMPACTED 3" BERM TO FORM (� DEPRESSED WATERING BASIN. W E r f � TOP OF ROO LL TO N`-'' 4" WOOD CHIP MULCH. S � EXTEND 2" ABOVE FINISH GRADE TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TRUNK TO ALLOWR VIND TOP OF STAKES BELOW FLEXING OF THE EE. UT H OF TREE WHERE NOT SO LOW AS TO LOSE SUPPORT OR SPECIES GROWTH HABIT PERMITS. THE HEAD TO DROP. MAIN TRUNK Min= (2) SETS OF CINCH TIES SPACED 24" VV Il'i ` f APART,ATTACH WITH GALVANIZED 'Q~ I®III--I I(-III III-I I I--I((®�I SCR TO 8' LODGE POLES. " WITH WOOPRESERVATIVE POSTAIN, �',v--�I I-I I( III-III-1 1 1®1 I' j(. ES DRIVE A MINIMUM OF 6"INTO w III=III III=IIIIII_I III ((®I I(- UNDISTURBED SOIL AND BALL POSITION STAKES OUTSIDE ROOT ROOT L EQUA ARBOR GUARD IN TURF AREAS AND _ NT YARDS. -III I IITOP OF ROOTBALLTO D 2" I� PLANT PIT TO BE (2) TIMES THE FINISH GRADE. =i I I=I I I=I II=I I 1=1 I I=I I I I I I I=I I I' WIDTH OF THE ROOT BALL. TIGHTLY COMP 3" BERM TO FORM WATERING BASIN FOR RESIDENTIAL AND =1 ISI I�-- I I-III-I I �I III-I I I: GROUND INSTALLATIONS.BERMS S. LONE -� OUTSIDE OF PLANT PIT. B SIN TURF AREAS I-I I�-I i I-I --�I I TO BE REMOVED PRIOR TO CITY I-1=��_�' (� ACCEPTANCE. IILII'11 111IIIIIII�I111I-1111 111-- 1-111 NATIVE BACKFILL WITH NO NOTE: ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL DIAMETERR�TER THAN 3" SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON BALL PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. UNDISTURBED NATIVE SOIL. �°0T NATIVE BACKFILL WITH Na ROCKS GREATER 3"DIA. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER NOTES: NATIVE SOIL UNDISTURBED SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. OF ROOT DO NOT CRACK ROOT BALL. I TWICE ROOT BALL WIDTH I 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. UK 0"' U L E Sil' K E mu" T R E E T PNIL 91111 U U 11NE 1 A & 'S T D '5 Oft 6% UU D M U Go"L 000"V E R "P" A C I G% SkT DO` e e • 5 Ow&2%N 5 U`oom", I 14 E R P OL A& 111TI N Ow N 00" T U t'"*&i E D" 1 11'OT U Sl Eum' G RU'0%U N a LOOP HOSES TRUNK W o E 1"GREATER CrYl') THAN SIAM TYING PLAN 4" OF COMPACTED WOOD CHIP �,,.,1 r MULCH. TOP TIE TO BE PLACED AS LOW l HARDSCAPING CONCRETE HEADER, AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD r c FINISH GRADE OF SOIL ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH NEW RUBBER HOSE WIRE CURB & GUTTER, SIDEWALK, ETC.) BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. AT POINT OF CONNECTION. OR ALLOW THE HEAD TO DROP. MAIN TRUNK GALV. STEEL CABLE SPACED cn EQUALLY AROUND TREE- 12" 4„ (2)SETS OF CINCH TIES SPACED COVER WITH 3/4" DW X 3' 10 24"APART,CONVEX SIDE AGAINST TOP OF ROOTBALL TO /-CLASS 200 WHITE PVC PIPE TREE TRUNK.ATTACH WITH EXTEND 2"ABOVE GALVANIZED SCREWS TO 2" FINISH GRADE 12"MAX. LODGE POLES. "ARBOR D"ORE IN TURNBUCKLE (TYP.) TURF ARM. 2"DIA.LODGE POLE PINE STAKES TIGHTLY COMP 3" BERM TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, TURF TO FORM WATERING WIN FOR ¢ Z 2"ABOVE FINISH GRADE DRIVE A MIN.OF 6"INTO UN- RESIDENTIALAND GROUND K) DISTURBED SOIL AND POSITION C INSTALLATIONS. - I I---I I(�)I I--III--III )I I®-III--III STAKES OUTSIDE ROOTBALL. 4"WOOD CHIP _ - I(--III III--III III III---I I( III--III--III--I 3"BERM TIGHTLY COMPACTED ULCH IN PLANTER. 2„ ORIGINAL GRADE IN PLACE TO FORM WATERING BASIN.LOCATED OUTSIDE OF PLANT PIT. SHOVEL CUT EDGE COMPACTED I I-I I d 11= oe ROOT BALL I„II�IIII 1111111- � NATIVE BACKFILL WITHNATIVE BACKF1 WITH NO ROCKS GREATER ��)I I I(-)III(I NO ROCKS GREATER �- THAN 3"DIAMETER _ THAN 3" DWM ROOT BALL DUCKBILL ANCHOR .11 1= ( EDQTS__)TOTAL SYSTEM PLANT PIT TO BE(2) I=III ) -III= PLANT PIT TO BE 2 o UAL. TIMES THE WIDTH OF TIMES THE WIDTH OF ROOT NOTES: THE ROOT BALL. UNDISTURBED NATIVE SOIL. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH THE CONTRACTOR SHALL NO WOOD CHIP MULCH -III-III--ml I I� III-III-III_ 1--1 11= I ISI 4f SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. SHOULD BE PLACED OR 1=)(1=1 I 1=1 -1 11-1 1=1 I 1=___� NOTES; 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND ALLOWED TO REMAIN OVER =1 I III=1 I I-I I I=I I I=1 I I=I 11=1 I I=I I I=I I 1. INSTALL GUYS HAND TAUT TO THE ROOT BALL. PR DEFORMATION OF LIMBS. S'� INTO EDGES AT GROUND COVER AREAS. -III--I 2. WIRE SHALL BE CLAMPED OR 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. CRIMPED NOT TWISTED. 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. UNDISTURBED NATIVE SOIL. =1 I I-I I 1-1 I 1=1 i I=I (I' TOP VIEW �., x II=III=1 -III II 42156 NOTES: /� t Q` I.REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL 4 4 2.STAKES TO BE PLUMB AND PARALLEL. OF C ® 3.STAKE TREE PERPENDICULAR TO PREVAILING WIND. Owl A UT UtAo"'iEffu" `ULCH INAt"i " L' awl "M S T 0 Dl 5 0 9"' Z) 1AKE1J=& TREE 0` 11' SLurE t"6i T Ou"' 5 0"5 TR'EL Gow&u"'T"ING Ewl T D 5 0 3 • N i N 0&T U E`l'E 0 D& 'Am A U MINIMUM R_ STORM DRAIN/UNDERGROUND \_P � XERISCAPE ASSES'SMENT SYSTEM SUMMARY PLANTING NOTES BCR �v NDSCAp DIAL BEFORE YOU DIG �a5 ��.� t�• W►ryFRs ��,* �^+ 1.CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS 1-800-227-2600 J V_ POINTS REFERENCE AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION MIN. L' CLAIMED (Sheet /Ref. ) W SIDEWALK UTILITY (�J n ure 2.CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND z % POLE S.L. AT LEAST TWO 31 009 I. LANDSCAPE POINTS BACKFILL REQUIREMENTS. 1 11 = i PLAY IT SAFE. DIAL BEFORE WORKING DAYS Renewal Date A. Water-conserving plants 20 L-8 to L-1 1 3.CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,ETC.,AND SHALL TAKE IR- YOUDIG! PRIOR TO 10 18 2007 METER 10' S' o EXCAVATING Date B. Turf limited to 25% 2O L-S to L-11 SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGOUND FACILITIES. CURB AND GUTTER MIN. MIN. �rqr �FQQ�\P C. Plants grouped by watering need 10 L-8 to L-1 1 4.NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE * TOP E WISH GRAALL DE. EXTEND 2'" �� GP�- BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN,PROPERLY GRADED AND PREPARED AS ABOVE FINISH GRADE.TAPER FILL SERVING NINE SOUTHERN CALIFORNIA COUNTIES FROM TOP OF ROOT BALL TO F.G. D. Hardscape (non-irrigated) surfaces 10 L-2, L3 SPECIFIED,AND THE WORK APPROVED BY THE CITY. ORIGINAL GRADE NATIVE BACKFILL WITH NO ROCKS E. Low-water turf varieties 5 L-8 to L-1 1 5.ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL F. Mulch provided in non-turf areas 5 L-$ to L-11, L12 LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. GREATER THAN 3"DIAMETER. z= ��'!'� 3"BERM TIGHTLY COMPACTED IN SIDEWALK I- _ PLACE TO FORM WATERING BASIN. FH I I� G. Sell amendments 5 L-12, L13, L14 6.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF Q I APDRIVE S.L. PROACH 0 --III - WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION Ali HIS SUB-CONTRACTOR, REPLACEMENT ITEMS SHALL BE __ DESCRIPTIONREVISION EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. CURB AND GUTTER TOTAL POINTS CLAIMED: 75 S1a' ' --- 7.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED MIN. MIN. IN. MIN. i0`11' OF RA"Ho"' Minimum points required: 60 SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. UNDERGROUND �')I! ROOT BALL _� 8.WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO STRUCTURE eg. I-I PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. CATCH BASIN -) !I _ TRANSFORMER VAULT. I®I II 11-1 I� = = I I I I I PLANT PIT TO BE(2)TIMES THE HIGHLAND AVE. STREET REHABILITATION II. IRRIGATION POINTS NOTES; =1 I =1 I !�-I !I=III=III-III=1 I-=- I !- WIDTH OF THE ROOT BALL. AT HIGHLAND AVE., EAST OF SAN BENIT�? TO DEER CREEK CHANNEL 9.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. * -)I =1 I-)I I-!I - I I-1 I - I I-III NO WOOD CHIP MULCH A. Low-gallonage irri irrigation system 20 L-5 t0 L-7 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER _ SHOULD BE PLACED OR LIVID 1 g y I -! =1�1=1 I I= ALLOWED TO REMAIN 10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FORBID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT OVER THE ROOTBALL. B. Automatic Controller 2(} L_5 BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE CRITERIA AS APPROVED BY IC ENGINEER. C. Designed to water plants by watering needs 10 L-5 to L6 REQUIRED RATES PER 1,000 SQ.FT. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1 sfi =) I I=1 I 1=1 I I-I I II ( (=1 I I I I=1 I I PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. NIL D. Rain Sensors 5 L-5 4 CY.NITROGEN STABILIZED SAWDUST 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND 120 IBS GYPSUM FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY UNDISTURBED NATIVE SOIL. 8 P�L I No T I I I kf.03 Ou" E T E. Wind sensors 0 L-5 125 IBS GRO-POWER PLUS OWNED WATER & SEWER LATERAL LINES. APPR BY: F. Sensitive to Slope factors 5 L-5 to L6 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. DATE: 11.LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT CITY ENGINEER : v GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. Mulch is to be"WOOD CHIPS#3"or equal. GRADING o mo, 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE NOTES: OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO c� ENGINEERING DIVISION. I.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE TOTAL POINTS CLAIMED: 60 PURCHASE AND PLACEMENT. MULCH IS AVAILABLE FROM: 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY OF ROOT BALL.DO NOT CRACK ROOT BALL. DEM ED Minimum points required: 60 ARTESIA SAWDUST-Ontaira,CA STANDARD PLANS. L ! Withers and Sandgren, Ltd. (909)947-5983 Landscape Architecture DRON 3467 Ocean View Boulevard, Suits A Glendale, CA 91208 5 01%7 'V I P I A A k r I L A N T 111L I G N 0 T E S TREE HL MACEMENT SI INN E R Twil N S P E « Tel: (818) 236-3006 Fax: (818) 236-3066 L - l 1 ' LW 2176•L 10/18/2007