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2165-L
OWNER ANIL METROPOLITAN AT DISTRICT, LEASE TO: L AAm NDSkaAPE ARCmITECTURAL PLriNS CITY OF RANCHO CUCAOGA: 10500 CIVIC CENTER DRIVE ATTN: ENGINEERING FUK RANCHO C U CA O N A, CA 91730 (909) 477-2700 An Al in CONTACT: PING KHO AW Air in AV m =WILS \,JN AV �E� NmmE AND BL .. EGRA%.# S EN %oE AM in m ft m m OL m A A WE AV MWu PARKW/M\Y L/mk11qDSU/=\ P1Nkj L a m1palk AIL IL EL § W� 011111L r& JELE mu ANN VICINITY MAP GENERAL NOTES SHEETINDEX — BLUEGRASS AVE. 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L - 1 TITLE SHEET WILSON V . 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L - 2 CONSTRUCTIONL AN Al L - 3 CONSTRUCTIONL 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L - 4 CONSTRUCTIONTAIL SUMMIT 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L - IRRIGATION /44Q DAMAGE INSURANCE AS REQUIRED BY LAW. L - 6 IRRIGATION •; 5, CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L - 7 IRRIGATION DETAI L LOSS CALC 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L - 8 PLANTINGLA - TREES 210 FREEWAY 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL RECOMMENDATIONS L - 9 PLANTING - TREES VICTORIA PAPROJECT SHRUBS AND GROUNDCOVER, FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L - 10 PLANTING PL - L 7SITE . WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS - 11 PLANTING L - SHRUBS AND GROUNDCOVER' BASEHAVE BEEN APPROVED BY THE CITY ENGINEER. LI L - 12 PLANTINGDETAILS 8 S IN EXCESS THE TOE OFSLOPE.OF 5 TICAL FEET SHALL HAVE A 2"WIDE FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREAL _ 13 IRRIGATION AND PLANTING I FIC U IRRIGATION, I L I IFI I g. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT �'" 1 ONS ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE SHALL FOOTHILL BLVD. CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP, MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER VVITH PROPER COVERAGE, uj REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. C) LIj Ll 10, APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. LU 11, CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER(760)438-0525. 1-_ LL! LL) 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: _ LLJ * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8"WIDE X6"DEEP CONCRETE HEADERS J (.,"y W < * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8"WIDE X 6"DEEP CONCRETE HEADERS —1 * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE-6"VVIDE X6"DEEP CONCRETE HEADERS T T * BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6"WIDE X6"DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS * 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 PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ICIVIL ENGINEER: ui * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. I , LTD. MDS CONSULTING r - e � -----� NOTE: CONTRACTOR T SUBMIT A LIST ANDCISPECIFICATIONS OF 3467 OCEAN VI L ' 17320 REDHILL AVE., 350 ALL CONSTRUCTION EQUIPMENT TO BE USED IN THE AREA OF THE L L , CA 91208IRVINE, 1 ' DIAL BEFORE YOU DIG EXISTINGPIPELINE FOR VI WAND WRITTEN ACCEPTANCE AT (818) 236-3006 ( ) 251-8821 ' 1-800-422-4133 LEAST 30 DAYS PRIOR TO USE TO MWD. CONTACT: I HARBAUGH CONTACT: STAN NOTE: CONTRACTOR TO NOTIFY DAFY IV SON OR MIKE PLAY IT SAFE. AT LEAST TWO RUBIO OF MWD WATER SYSTEM OPERATIONSGROUP AT (951) 0 00' DIAL BEFORE W0RKING DAYS PRIOR TO 775-2575 ATL AST TWO WORKING DAYS (MONDAY - THURSDAY) YouolGl EXCAVATING PRIOR TO STARTING ANY WORK IN THE VICINITY OF MWD a FACILITIES AND RIGHT OF WAY. SERVING NINE SOUTHERN CALIFORNIA COUNTIES ` f Iff _IA LANDSCAPE QUANTITIES t , VII 40011, LMD F • TOTAL SQUARE FOOTAGE: WILSON AVE. & BLUEGRASS AVE. AREAv ' TOTAL NON-MEDIAN AREA: 103,781 sf(2.38 acres) mn LL DESCRIPTION OF REVISION cffy DATE mWOVED: LANDSCAPE AREA: 58,148 sf COBBLE (INCLUDES SIDEWALK OVER 4' WIDE, 0 SWALE, AND TURFBLOCK): 28,357 sf � �PNoscap� �� CITY OF RANCHO CUCAMONGA NON_PLANTED AREA (DECOMPOSED GRANITE). 8,880 sf 5 M.wrrN y BALANCE OF SIDEWALK AREA: 8,396 sf ,�v ��� I-V /AN D T;� WlLtiuiN AVENUE COBBLE / HARDSCAPE PERCENTAGE A 06% 1011h IllRAZ5 6 (INCLUDING DECOMPOSED GRANITE) 35.88% BLUEA3 AVENUE ' CONCRETE SWALE: 680 LFature M U FJA `5UA N RETAINING WALL: 11 LF 8 M 10 W Fml Mm% A A '"i A �7 tll 6 sT RKWAY LAND%` PING otoTITLE SHEET TR EES. CHIONANTHUS RETUSA 14 of CA�- s�a LAGERSTROEMIA INDICA 'TUSCARORA' 13 • 4, MELALEUCA LINARIFOLIA 29 PRO Y: . CITY ENGINEER ,. � C : T T AL PYRUS BTULAFOLIA 'PARADISE' OR 'DANCER' 36 CHITALPA TASHKENTENSIS 'MORNING CLOUD' 07 LW/PBN Withers and Sandgren,MAWN Ltd. Landscape Architecture P DH/PN/BS 3467 Ocean View Boulevard, Sulfa A — Glendale, CA 81208 1 CHE Tel. (818) 236-3006 Fax: (818) 236-3066 DMMNO NO. LW 2165—L 07/31/2007 SHEU1 OF 12. C - 3 C - 6 POINTOF C - 6 C - 1 STREET LIGHTING - BEGINNING ,� C - 1 MWD FEE PROPERTY TYPICAL W I L (4) N AVE NE U E 91 C - 2 C - C - 7 C - 7 i , , r1r , , r ,_ n , r , r r r UUm1%)4mz:iTKUUT I A 0 N L E E 1km0 , r r n , 1' r r n , r r r ,r , n , , r u r .1 r n A' r ° Art^" - - SECTIONa-a' CONCRETE PAVING, PER CITY STANDARD 103. SEE SHEET L-4 , , _ - - "' a _ :, �- 4. _ r r - _ _ -, _ _ , SEE SIDEWALK & RAMP LAYOUT DETAIL r r _ r - , r r _ r KA r _ _ _ r - _ SHEET L 4 -- - — —- _ } zo o _-- 4�1 C - 2 RIVER WASH D G NITS CO BL S PER 71 POINTOF °' D BEGINNING cf) _— �� -':, A CITY OF RANCHO CUCAONGA STAND - h --- _ - i -~� _ - -- DETAIL 542 (SEE DETAIL SHEET L ) / - _ - — - -- A, - moo CONCRETE •�' [/�_ `/�' [/+� ' r ,_--^'•""`.._ '�'_ a ', _r _i _r �, =, - , '^�. -' ,.�f — 3 W V N V RETE M V WV U P CCC ..- _ � _ i _ -_� 15 - __ _ -- r_ ,r � - � I CITY TD. DETAIL 534. _ __ , C - 4 - -- - - =_ _ �~r F _ -- -C14T . _ _ CONCRETE OWCUR ON ALL EXPOSED EDGES O _ - AGAINST PLA ._ T S DETAIL _ _ ( , _ r— _r r COBBLE I --- -- - SHEET L-4) CN - J r ® _ - —~ — DECOMPOSED Q _ _ DETAIL , CP COMPOSED GRANITE, SHEET Cf) , 1710 ! ( -4 I _ �, c� ___ —— — r r- r '� , PRODUCT: STABILIZED DG e .r .- p,...-..- ,.. ..� 'tea d T � J c P ' s, - O' OQ = — - - -- = -----"_~_ -.--- ° __ AVAILABLE FROM: GAIL MATERIALS, CORONA, CA, ' r Q ar - -Y' ' r ` rr r Lx = o _ -- - —-- ( 0 ) 27-1095 c 41 __.. -._ $pkg'yf " 9 9 to 6' 161 0 ?j� TURF BLOCK WITH DECOMPOSED G NITE, (_('�'+��EE DETAIL , SHEET ) , C - 6 PVC FENCE (SEE DETAIL G, SHEET L-4) ~-� 1715 " &N, - . - -. -' r .--'' .- '; --°— C - 7 CONCRETE PAVING SEE DETAILS D HEFT - _ ---' . - --" -zo COLOR: NATURAL / FINISH: HEA ROOM RETAINING WALL SEE DETAIL I SHEET L- I? ' ` r D FE ROPERTYtiuu U tiuHEmUm1tkmU§LE " L mmg& E `_ �t 1 ` T✓ r r rr 1�Q� rr r . fr w ` _ , „ , „ A �q(1 f f ,. f , SEE DETAIL B, SHEET L- FOR BOULDER __ - INSTALLATION i r , T-611 i 11 O'� .f f 1�F ♦ Q ,„®r r�r r 0 �,,.! "— 3' D I A M E T E R BOULDERS (NO ' BOULDERS TO E PLACED — -- _ — y OVER MWD'S EXISTING PIPELINE) _i , MWD FEE PROPERTY -- ,�, .,®:--ps�. .® r Y r 16'-6" ,- „ f , a/ J `- ,r /' — 2' DIAMETER BOULDERS --•"'"fes ,/ r f I � r r „r^ l,o P� 1 ,r = 1 DIAMETER BOULDERS MW E PROPS TY _ f /r , NOTE: CONTRACTORTO USE ONLY y f F' / ,/ r ,� BOULDERS RECOVERED FROM SITE. ( ter I8r i , ,r , .-- ',,' rf ;/' rr/ ' ' /,• ' DO NOT IMPORT BOULDERS, UNLESS 40 r% ' ' ' f ' OTHERWISE DIRECTED BY CITY r' 4 ,' r Z ' I I I REPRESENTATIVE. LEANA 6', BOULDER LAYOUT PER PLAN ISPROVIDED 24' 231-911 I a f / AS A GUIDELINE; FINAL LAYOUT SUBJECT TO °` / AVAILABILITY OF ON-SITE MATERIALS. 1-31' I r 26-311 u LLJ I? 04 lol _ _i ik I �`, ,� ', ' ,`` !'` ,,, // EXISTING WALL LOCATION _ ' s --; (TYPICAL) / r UX 16' zo CD `{ E i LO CD 29'-6" ,` l/ DIAL BEFORE YOU DIG 1 / �/ 1-800.422.4133 STREET `�. � � ffQQ, ! ` , / f LIGHTING I �''``�,` � ' G! f R '•'*�, f , / , a f , 04 (TYPICAL) I ' /'G}f !r�!! !! // / PLAY IT SAFE. AT LEAST TWO DIAL BEFORE !, / // WORKING D YS TO 9, \ 61-3"' _ „ ,` ,! Qi / YOU DIGI EXCAVATING E ', / / \ z/1 E E SERVING NINE SOUTHERN CALIFORNIA COUNTIES C? 25' 64 1 / �` ! My ,_ „ 9`/-YDESCRIPTION O I T OPROVEO: Lt- 1 17C 2 0 ISCAp'C CITY OF RANCHO CUCAMONGA 4 C — 3 WIL N AVENUE V �� - 134 6141 1- "LUE""I""A" "k AVENUE / E Z4 � ( �` g tura 8 31 07A ff-%"WAY L D A P I N UA0% E ewe ate All, mWU F KK AN Z5U to/ / � '...." + r_ u/' / ,/„ �®,,.. �no � � �4 �.,'`'`', n/ '_ •/ Date .l �` ' j - // // F OF CAS-��� U NUUN% Tomeft U A CZ) Tr AOq— / APPROVED BY. DATE: CI IE C DESIGNCW RE 7DED ATCHLINE , Z05% E E S OHO E E T L—M A 0 10 20 40 MAWN Withers and n r , L Landscape Architecture DH!PNl 'a 3467 Ocean view Boulevard, Sulte A — 1» 20' Glendale, CA 91208 ----- CHECKEDTel: (818) 236-3006 Fax: (818) 238-3066 DMWING NO. L 2165—L 07/31/2007 SHEET 2 OF1 AVE .BLUEGRASS __ _ _ ___ ______ _________ _ _ _ _._ _ _ __ _ ______ ___ __._____----_ _______ MWD EXISTING PIPELINE - - -- - -- - - - - --- - --- - --- - - - --- ---_-_ _ - __ _ - _-_- ------ - _ - _ - - -- - - --___ -----__ --_-_--- -- - ___ __-- _ - ____-- - - - _ __- - ---- - _ -___- - -_-__ __ .__--_ _ _.- _ _ ___-_ __-_ __ -_ -_____ ___ __ __-___ _ _ - _-__-_____ _-- T ET LIGHTING_ _ ______- - - - - -___ - _ __----- __ _ _ _ _ _ __ _ _ _ _sECTloN B-s! - - ~_ 20 .�. . � � D tiFfE� PROPERTY 26+00 27+00 2B+00 29+00 (TYPICAL} �a+oo SEE SHEET G 2 C - 1 3 C - 1 G3 C - 2 zz- i... .�11-� !_ R ! ! ! R 1- R 1 1R— ! R ! R 7 ! 1 ! R !_ 6 t __ �� � _ _�__ __� _ �— �—� _e__e � e=e___y� ___ _—_ ___ _ _e_=——— ____ _ �� ov e� �� m e ® ®. _ �. _ . . _ �v�o _� � - ® ®_ _ � � ® a r . - . __ m . - ® — dop.lip -_�- � - — � e�� �� �m m � . —__——_ _ ___ ___ _ __--_ .---- ---------- ---- _-------� �__----- -- — --------® ~ _ Xpo LLzo 04 10 7---7- .4 7!4' mawam"m t E W. p~ t r ^- 16� w.�....�--<` fry-,�• r,� �`�---_»-_ ---.,_,_, ' -•.., �. ... �,.. __ -- >q ~ Ljj EXISTING W LL LOCATION 1 1 STREET R.O.W. TYP. C _ 3 C _ 3 (TYPICAL} M FEE PROPER �. ~ L=j —:313 ~ `� j EXISTING WALL LOCATION (TYPICAL) s � DIAL BEFORE YOU DIG 1-800.422-4133 4 (� UUNbTRIJOCTIUN L E Gm%E No NU` PLAY IT SAFE. AT LEAST TWO WORKING DAYS DIAL BEFORE PRIOR TO C - 1 CONCRETE PAVING, PER CITY STANDARD 103. YOU DIGI EXCAVATING a SEE SIDEWALK & RAMP LAYOUT, DETAILS D & E, SHEET L-4} I SERVING NINE SOUTHERN CALIFORNIA COUNTIES G - 2 RIVER WASHED GRANITE COBBLES PER CITY OF RANCHO CUCAOGA STANDARD DETAIL 542 (SEE DETAIL A, SHEET L- ) ts U U L mum"hE R %'o*3%U'ow% H E wum'%' U L E SEE DETAIL B, SHEET L-4 FOR BOULDER CITY C - 3 CONCRETE OCU B PER CITY STD. DETAIL 534. INSTALLATION DESCRIPTION OF REVISION CONCRETE MOWCURBON ALL EXPOSED EDGES OF COBBLE AGAINST PLANTERS (SEE DETAIL C, 0 = & DIAMETER BOULDERS ascape CITY OF RANCHO CUCAMONGA SHEET L-4) (NO 3' BOULDERS TO BE PLACED , �,� M.wrrHF,��` ,y� OVER WD'S EXISTING PIPELINE} �U�}' G ,� �� C - DECOMPOSED AIT , ( TAIL , S L-4) , WILSON AVENUE AND COLOR: CALIFORNIA GOLD, = 2' DIAMETER OULDERS BLUEGRASS AVENUE, PRODUCT: STABILIZED DG ignaure AVAILABLE FROM: GAIL MATERIALS, CORONA, CA 0 �° 311/too 7 MWD PARKWAY LANDSCAPING 1 DIAMETER BOULDERS (909) 7-1495. Dat 1 'ombIm"LA L I `P rgrF U��-, �� No FJ iNj C 5 TURF LOCK WITH DECOMPOSED GRANITE, NOTE: CONTRACTOR TO USE ONLY of c (SEE DETAIL H, SHEET L-4). BOULDERS RECOVERED FROM SITE. APPROVED Y: DO NOT IMPORT BOULDERS UNLESS DATE: G - 0 VG FENCE ( DETAIL , SHEET L- ) I GINE OTHERWISE DIRECTED BY CITY RE7ENDED C - 7 CONC E PAVING (SEE DETAIL D , SH T L- } PRESENTATIVE. 0 10' 20' 40' L / COLOR: NATURAL / FINISH: HEAVY BROOM BOULDER LAYOUT PER PLAN IS PROVIDED Withers and Sandgren, Ltd. POE AS A GUIDELINE; FINAL LAYOUT SUBJECT TO Landscape Architecture C - 8 RETAINING WALL (SEE DETAIL I, SHEET L- ) L - 3 AVAILABILITY OF ON-SITE MATERIALS. / / 3467 Ocean vt®w CAu9120, sort. w 1� = 20' ci.�aaw., A s 1 Zoe EO Tel: (818) 236-3006 Fax: (818) 236-3066 MAVANG NO. LW 2165—L 07/31/2007 SHEET 3 OF 19 1 1/2:1 MAXIMUM SLOPE 1. VERTICAL GRADE: The following grades shall be observed: MORTAR EVEN WITH FLAT SIDE UP l�// �� / 0.-5% optimum CASE 1 CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. ' 0 o COBBLESTONE 10/o maximum for distances over 500 feet. 2"MORTAR CAP /i/�\ ® " SIDEWALK 2/o SET DECOMPOSED GRANITE FLUSH WITH ORCO BLOCK. 15% maximum for distances limited to 500 feet or less. CONCRETE HEADER-1/2 RADIUS r r EXPOSED EDGES AND FINISH PER PLAN '° 20% maximum permitted only in extreme cases and for short 1"iN LAWN (INSTALL AT GRADE LEVEL AT SWALE c 4 1 4, q distances under 100 feet, and only in cases where no vehicle 2"IN PLANT BED CROSSINGS) access is to be expected. 6"OR 8" 3'"MINIMUM CONCRETE BED 2 FINISH G E UNDERNEATH COBBLESTONE a . u. a 2. CROSS SECTION: 2-4% optimum, 6% maximum in approved location only. SEE NOTE2 CASE 2 BOULDER PER STD 542-A _ _ FOR DG OR COBBLESTONE F.S.SHALL BE FLUSH WITH LOCATE PER PLAN 5"MINIMUM ° a o 4 ) 3"MIN.SOIL DEPTH AT ' a Q.� y.. q. , . EDGE OF COBBLE s 3. DRAINAGE: Where trail gradient exceeds 4%, water bars, splash curbs or other .p:o. a _ TOP OF CONCRETE HEADER COBBLESTONE 4 diversionary devices may be required. Location of drainage devices to be reviewed a 4 4..p _ r2., a � . d III g a 4 1- 4 4 P and approved by the Trails Advisory Committee. Decomposed granite stabilizer III I i I III III 1 1 1 1 1 1 1 ,I l i III III I I I I � •75p••:.�.;.°::•.•.::.•. a a shall be used. Stabilizer shall be from Gail Materials, Inc. or approved equal. © . r °P I I III III i I I I I I I I111- -1 I I �:o:p _ ( I` coNcMINIMUM IN o.. . ° • °`,° p P I I i III 4. SIDE SLOPE CUTS and FiLL: 2:1 maximum; 2% maximum between curb and trail. 11 a.a a.4•':d 111= CASE 3 6" 24'" 6" ° a ,� I I , _I #3 RE-BAR CONTINUOUS III 5:1 max. turf 3:1 max. shrubs/ground cover behind trail. Occasional sloe (UNLESS OTHERWISE INSTRUCTED) MORTARED STONE SWALE 6„ 6° 6® �`--OPTIONAL TYPE KEY I ( 3 p I I I-III--III 1 1 11 2 MAX. 3 4 variations will be considered on a case by case basis and will require approval --'�� DEPTH 3 COURSE MAXIMUM 1s" by the City Engineer. ., ((I- 4" Q%t . (DORCO TURF STONE BLOCK UNIT FILLED TO TOP OF RINGS WITH CLEAN 5. SURFACING: Trail surface shall be stabilized decomposed granite with 4 inch minimum ')I��I ' :' ,�♦�•a • ���° ° -I 11= STABILIZED DECOMPOSED GRANITE COMPACTED. STABILIZED DECOMPOSED 4"CONCRETE BED CONCRETE CURB base. Remove rocks and debris and grade surface smooth. Stabilized d.g. is available COBBLESTONE BENEATH COBBLE W/>�#3 BAR 2"MIN. GRANITE AVAILABLE THROUGH GAIL MATERIALS (909} 279-1095. COLOR: PER from Gail Materials (909) 279-1095 or approved equivalent. Stabilizer organic binder 2"MORTAR CAP //��//j/� PLAN. shall be incorporated with granite fines by the use of a pug mill to insure proper ration o Z 2'M IN./4'MAX.RAD. CURB&GUTTER SEE DETAIL FOR � ( 2 4" THICK COMPACTED DECOMPOSED GRANITE 907 WITH STABILIZER, FOR of stabilizer to granite fines. For each 2" lift, evenly spread the material over the area, �- 6 PGG MowcUR6 `--' { rade and smooth. Thoroughly w NOTES: U)W PER CITY STD.534 END CONDITION 5"MINIMUM LARGE ACCESS TRUCK. g g y ater entire area to ensure that the entire depth Is moist, 1. PROVIDE SCORE JOINTS AT 10'-0"O.G.AN /8"EXPANSION JOINTS AT 20'-0"O.G. Q (SEE NOTE 6) Roll the area with 1000-3000 lbs. of weight. Prior to use allow the finished surface s PCC MOW CURB �� 2„ 3 �' �, sufficient time to dry. On the side to which the water drains, build up the compacted .8'"WIDE CONCRETE HEADER TO USED ONLY WHEN ADJACENT TO CITY-MAINTAINED , PER CITY STD 534 6 WIDE BY 6 DEEP CONCRETE MOW CURB EDGE RESTRAINT WITH #3 REBAR ,e TURF. PLANTER r deg. to a finished surface of 1/4"-1/2" above concrete curb, allowing the water to AREA COBBLESTONE a4 a4 �.a� 4 SET IN MIDDLE CONTINUOUS. PROVIDE TOOLED SCORE JOINTS MAX. 10' O.C. drain over concrete Curb into adjacent planting area. 3. CONCRETE TO BE 520-C-2500 MIN. 4 HARDSCAPE 4. HEADERS TO BE USED AS EDGE TREATMENTS To ALL GOBBLE AREAS,A EDGE © a 4 ° r .°°P 907 MIN. COMPACTED NATIVE SU GRADE. TREATMENT To ALL NON-HARDSCAPE LIMITS OF WORK AND BETWEEN ALL 6. CLEARANCE: All trees shall maintain a 10 foot minimum clearance. Adequate sight TURF D SIDEWALK HARDSCAPE 4 e v P GROUNDGOVER AREAS. 4 ° distance to be maintained at all intersections and drive approaches. Fence line shall 4JOIN AT RIGHT ANGLES(TYP.) end 10 feet back of theB.C.R. or E.C.R. in 20 foot easements. In smaller easements, 3'MIN./4'MAX.RAD. EXISTING CURB 24"" 2 COURSE MAXIMUM determination should be made case by case. Fence line shall end 5 feet back from NOTES: OR WALK NOTES: the top of the ""X" t drive approaches. Adequate access to utilties should be maintained. 1.CONCRETE CLASS 520-D-2500, END CONDITION 2.ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL BE: Fence line shall end 2 feet to either side of fire hydrant and 1 foot to either side of R ETE H EA - E R" �iTr'- . BOULDERS:MAX.3'0"-MIN.1'6" 1.ALL CELLS TO BE FILLED WITH GROUT AND RODDED. any street light or Utility pale. COBBLESTONES: 18"-MIN.6"WITH ONE FLAT SIDE 2.OMIT MORTAR FROM VERTICAL JOINTS IN FIRST COURSE ABOVE FINISHED GRADE ON 32"CENTERS FOR WEEP HOLES. 3 4 3.BOULDERS SHALL HAVE MAX.X. EMBEDMENT,COBBLES SHALL HAVE 2/3 EMBEDMENT 3. POUR FOOTING AGAINST UNDISTURBED NATURAL SOIL. U U Li 4.NO LiVE LOAD SURCHARGE ALLOWED ON FILL. 4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS TY MORTAR.1 PART CEMENT TO 2-2/1 PARTS SAND,2000 PSI 5.FOOTING TO BE CONSTRUCTED OF PORTLAND CEMENT CONCRETE. 7. FLOOD and DRAINAGE CHANNEL CROSSING: Where trail must crass existing or DRIVLVAY(RESIDENTIAL) PORTLAND CEMENT CONCRETE.(NO"DRY-PACK"IS ALLOWED) 6.TOP OF FOOTING MAY BE PLACED PARALLELTO PARKWAY GRADE IF STREET GRADE IS RELATIVELY FLAT AND UNIFORM, proposed drainage channels, the continuity of the trail shall be maintained by the CURB SIDEWALK�� MIN W/ S �10� MAX 5.A SAMPLE AREA,MIN.40 SW.FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING WITH 7 r-GUTTERSEE • 'Q'"^ , REMAINING ROCK WORK. construction of an appropriate crossing such as a bridge, ramp way, Culvert etc. Wood 6.FiNAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY CITY INSPECTOR. or transverse "medium broom'" finish concrete shall be used to prevent slipping no metal `''� pp g ( ACCESS P 7.ROCKS SHALL BE SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. 61%0 5 TURF E63LOCK surfaces permitted). Natural streambed crossings should be left as natural as passible. • DWG, 102 8.ALL GOBBLE STONE AREAS SHALL HAVE 6"x6"CONCRETE HEADER AS AN EDGE AT PLANTING. I N& 11 G% WA L L t`"�i T r D® ® ® 9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT RLL TIMES WITHIN THE R.O.W. 8. TRAIL ENTRANCE: Trail entrances shall be designed to provide for equestrian, LEGEND pedestrian/hiking use and shall discourage motor vehicle and motorcycle access, except EXP JT - EXPANSION JOINT ILI 5 42% Local Feeder Trails shall provide one or more means of unobstructed vehicular access J = WEAKENED PLANE JOiNTTDo"--%RA& RITE BLEST 0"' 'L for service vehicles. Access locations subject to approval b the Trails Advisory ECR = BEGIN CURE RETURN 'E t'w • 1 PP Y rY ECR = END cuRe RETURN A) Committee. Refer to standard drawings for barriers and signs. ere there is no SL SCORE LINE barrier, the trail should be posted. P2 S/W - SIDEWALK P = PARKWAY WIDTH BOULDER SIZE AND 10. CONCRETEAPRONS: For drive approaches at trail entrances or t drainage crossings, DIMENSIONS LOCATION PER PLAN concrete aprons shall be a transverse "'medium broom" finish. S/W = 4' MINIMUM RADIAL = 5' MIN. ADJACENT TOW 1/2"POLY-FOAM = 6' MIN. ADJACENT TO CURBS EXPANSION JOINT TC TC EXISTING PROPOSED 11. CONCRETE HEADER: Concrete header shall be 6 inch per City Standard between trail and 2.5' Pi = 2.5' MINIMUM FOR CURVILINEAR ONL 1/2"RADIUS LUEGR S PLANTINGAREA COBBLE PLANTING AREA PIPELINE PIPELINE SWALE BLUEGRASS VARIES VARIE VARIES , B'-6" 9'_p° 3'-0" all other abutments. 0°S` M P d IN NTERSECTIO SIDEWALK& ITE RAMP GRANPLANTING AREA COBBLE PA PA. PA 2 = O.5 MINIMUM VARIES VARIES VARIES VARIES VARIES VARIES VARIES 1 P1 W "' 12. SPECIAL NOTES: Most Regional Trails follow existing or planned flood control facilities �2 = P + S/W A o p p A A W O W ' ° J ra constructed by the San Bernardino County Flood Control District and Army Corps of - p Ea o a ,W Engineers. Therefore, any construction within their rights-of-way requires review and UNE NOTES: a' =Z ` v a z approval by those agencies and is subject to their standards and policies. Jr 1. WEAKENED PLANE Jot SHALL BE U FOR w p 0 ALL JOINTS. EXCEPT EXPANSION JOINTS SHALL ='x' x o x"z ' BEP iN CURB. G AND SIDEWALK AT rr W W _`a'W w 1Nz 13. Landscape areas which would otherwise drain to trail shall be required to THE BCR AND ECR, AND AROUND U71UTY 1 , ` �? pow6 y. ♦ ✓ ;. co X W e OU' ma POLES � � _Z z =z collect/dispose of water through area drains. LOCATED IN SIDEWALK AREAS. 2. CURB AND GUTTER SHAD. BE CONSTRUCTED SEPARATELY FROM 51DE WALK. UNDISTURBED NATIVE SOIL ADJACENT HARDSCAPE am REFER TO PLAN I 3. WEAKENED PLANE JOINTS SHALL CONSTRUCTED AT REGULAR INTERVALS NOT EXCEEDING 10 FEET I WALK AND CURB JOINTS BE ALIGNED. TRAI L NOTES S)Tpok 0 1 0% 0% 1 _ IMP—, U UU fr NOTES. .:.� 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS CU ;•• � J S/W 4' MIN. SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE 13,-06 O.C. BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 2.1/2"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 5`°X5" PVC POST �-�- _ GUTnTER a 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. RAIL ENDS TO BE E C T 1011 A A' aCENTERED ON POSTS EXP wPJ W/ Y ALK 4.90%COMPACTED SUB-GRADE. ACCESS0 / SEE STD. . 101-A 2"X6" PVC RAIL SEE 1oz I I 11Elio 'on" TC BLUEGRA�LS AVENUE CL TC L.O.W. p W. - - JL� U ti1DEWALK/RAMP"% • 103( 1 B 0% U L UP"' E R M It I LLATI Ok N E%i T Ur" • 5 4 2%A MOUNTING BRACKET PROPOSED CURB&GUTTER MWD EXISTING PIPELINE MWD FUTURE PIPELINE PLANTING AREA SIDEWALK PLANTING AREA PLANTING AREA JrEXP R=8" 111N. JT 8 8' VARIES 8' VARIES VARIES PVC CE POST CAP Y POST ACCESS MOUNT WITH CLEAR GLUE � • DWG 102 s �p,N P,S• R A a� , DIAL YOU DIG 5 ,� M, R=a.a 1-800-422-4133 5"X5" PVC POST LEG ND w/C Y t SIDEVAX AT LEAST 0 i alure 2"X6" PVC RAIL EXP JT = EXPANSION JOINT 1M• • 101-C PLAY IT SAFE. WORKING DAYS /31/07 MaR+,� PJ - WEAKENED PLANE JOINT DIAL BEFORE PRIOR YSTO, Ren ;�. ExP JT ECR END CURE RETURN RETURNBCR - BEGIN CURB YOU DIGi a EXCAVATING �, RAILS RIBBED FOR STRENGTH S/W = SIDEWALK ORE UNE sTgrF Da �,�, or iL ¢ P = PARKWAY WIDTH SERVING NINE SOUTHERN CALIFORNIA COUNTIES OF CAS-` D wPJ DIMENSIONS RAD S/W = 4' MINIMUM RAILS SHALL BE MOUNTEDON L SIDE OF POSTS 2 5' MIN. ADJACENT TO WALLS TRAIL 6' MIN. ADJACENT TO CURBS 1 `%1 P1 = 2.5' MINIMUM CONCRETEHEADER PER . NO. 534. --A2 P2 = 0.5' MINIMUM FINISH GRADE s RAD1 = P1DESCRIPTION OF RAD . �\I''/�`. ° ® a"/ �\ R 2 UNE NOTES: I. ED E JOINTSBE U FOR 0 F RAN "HO U'u' 'C"'AMUNG-A 4 M�!• ALL JOINTS. EXCEPT EXPANSION JOINTS SHALL a . v BE W IN CURB. G AND SIDEWALK AT EXISTING 6' WALL a a a UnuTY OR THE BCR AND ECR. AND AROUND UTILITY S OBSTRUCTION tib dry NOT FLUSH TO LOCATED IN . W I L%"5w`40w*' N AVEN1 U E /-x N D"' d ' 2" SONOTUB CUs` 2 2. CURB AND G BE CONSTRUCTED U G AS AV E` 4" DECOMPOSED GRANITE FORMED FOOTING SEPARATELY SIDENo RUN E BLI " Do' 3. WEAKENED PLANE JOINTS SHALL CONSTRUCTED / NOTES: AT REGULARINTERVALS NOT EXCEEDING 10 FEET " WALK AND CU JOINTS BE ALIGNED. MWU FAM(TWAY LAff%'UoL I. RAILS S MEASURE EXACTLY 2"X6. 6. EVERY THIRD PVC POST AND ALL PVC . POST SHALL MEASURE EXACTLY 5"X5". PASTS LOCATED AT CHANGES OF DIRECTION OR END w AY t us d 3. ALL FENCE MATERIAL SHALL CONSIST OF 100 MONE TA I L O- POSTS ARE REQUIRED TO BE FILLED WITH CONCRETE sro 1O1-C 2.0% 1 ,_7 _ _ -I --- EXTRUDED VIRGIN PVC WITH A MIN. OF 8% Ti02 7. STAINLESS LL SCR SH BE USED FOR FENCE U IN T U T I U •• • -W9 THROUGHOUT THE PRODUCT. MEMBERS AVAILABLE JT !! I I I FROM COUNTRY ESTATE FENCE OR APPROVED EQ. CONSTRUCTION. 3/0 8. RAILS S HAVE TWO RI ALONG THE ENTIRE LENGTH APPROVED Y: { 4. CE MATERIAL SHALL BE UV RESISTANT AND GTH OF THE PRODUCT FOR ADDED STRENGTH. OX / WHITE IN COLOR. 9. ILS ON CURVES REQUIRE SPECIAL DESIGN. 9 WPJ CITY NGI . 92&% W • Z 5. CAP ALL POSTS AND ENDS OF EXPOSED RAILS, 10. SEE L NOTES STD. NO. 1001 ACCESS P 1 MIN PER STD. 102 DESIGN RECOMMENDED a EXP JT EXP JT / / it r and r n, Ltd. VD N ti U'-'-T- EWALKA '/RAMP LAYULandscape Architecture P 3467 Ocean View Boulevard, Suits A • ll , G endats, CA 91208 S EU'-%Tl u N B B RAIL PVO% FENOOkE ST""" 1 1 '%A7=� EC Tel: (818) 236-3006 Fax: (a18) 236-3066 DRAWING L 2165-L 07/31/2007 SHEET 4 OF 1 -High Head WILSON AVENUE AREA OF EXISTING LANDSCAPE AREA OF EXISTINGLANDSCAPE _ _ . 1 /-1- Elevation (typ.) MWD FEE PROPERTY & IRRIGATION - SEE NOTE. IRRIGATION - SEE NOTE. 235 SF .�" rr 52 2101 F i.5°' 2164SF/-17. \ 3475SF °° " METER SIZE AND LVATIO xistin 3 Meter, 1717.53HHE s 564 XISTING STUB-OUT, POC O 18965E '. " 2 65 1667SF 1,5 43 z�» 1717.09HHE 1717.00HH 4 % P s » 1717.16HHE 3 47 +� 1717.37HHE 2 1711 .33HHE Elev. Approx. 1716.00 /� THIS SCOPE OF WORK MAXFLOW: 70 P 21/F 2-:= 2» `. » STATIC PRESSURE: L 65psi -7 T_ SY TEM DESIGN PSSU : 9 psi A BOOSTER PUMP ALREADY EXISTS ON THIS SYSTEM, CONTRACTOR TO COORDINATE WITH CITY REPRESENTATIVES 151k / - " ~~ TO ENSURE THAT A MINIMUM OF 27PSI OOT IS BEING 4 » $/4" 1 * g » ri+ PROVIDED. e_� 114 oil SOURCE T CCWD: LL ILVA DAT INFO O TAI D: 04/09/2007 r - a . THIS IS POTABLE SYSTEM. 0 IRRIGATION MAINLINE NOTE: 17 1 • r r _ - MAINLINEIS HOW OUTSIDE O CAE A O qG r• - -' f - - r-_ GRAPHIC CLARITY ITY ONLY. MAINLINE HALL INSTALLED » rr "_ WITHIN LANDSCAPED AREAS WHEREVER POSSIBLE. Ln " %" gtk �4 ger-�r .-r -- ___�'� �_ - MAINLINESTRUN UNDER COLEO ACROSS ROADS, 29835E 2 w MWD FEE PROPERTY 67 4" r -" _ _- r- ~ -- ...� gtlw INSTALL I 6" DA. C 0 VSLEEVES. - 1717.00HHE\� fit - r 3001 SF L VALVE/QUICK : 2 67 --- ~�"` 1'�� gtk_ 1 1 -" - r-" -' r- r rr �" _ -1705 V" CO T ACTO SHALL O I TALL ANY VAL O 1714.28 H H E 8 -' �- - --- - - r r r. �t ,.r �� - "" _---" f f - �, r ,- r I- - 4 *` ,l QUICK COUPLE I COBBLE AREAS. CONTRACTOR 1715 ff _- -" -' HALL INSTALL THESEIT I TR EAS ONLY. 2657SF 2. " x 63 " 101 171 .52HHE\.L4 FOR IRRIGATIONNOTES PRESSURE LOSS 3089SF r _ J�v r CALCULATION, 1712.00 H H E - _-- - r , r r r q � NOTE: SLEEVING •' .r r r Q ch NOTE: T I IRRIGATION SYSTEM TO CONTRACTOR TO TERMINATE ALLMAINLINE, AND 1R EXISTING POINT OF CONNECTION, BACKFLOW, LATERAL SLEEVE 12""�. � YO CAP INTO P BOOSTER PUMP CONTROLLER. CONTRACTOR AREA. O SLEEVES TO TERMINATED UNQE HALL EXISTING IRRIGATION SYSTEMI HADSCA . CONTRACTORWILL' RESPONSIBLE FOR OP WORKING CONDITIONDURING THEVERIFYING LIITS OF ARD C,A PRIOR O INSTALLING MWD FEE PROPERTY \\\ I `� ►;, ��� -' f � ' }, f ,'f - ,r r r f r r �, s�» DURATION OF CONSTRUCTION. CONTRACTORSLEEVES. I r ' '` HALL RESPONSIBLE FOR THE REPAIR O �'4 lo" 19 67S F 2" 4 " t _ �4 ----- f 4 REPLACEMENT ( T O ADDITIONAL COST TO ��2 w _ �,/, �t r » f, �, *r rrr r 1707. 0HH OWNER) O ANY PLANTS THAT I ASA RESULT COORDINATION 2068SF I _»1' -' ,` -' ,f /� CONTACT T T 0 477-2730 x 117MAINTENANCE 2 - ! '�r r I�,/4 27485E 2. OF T KE PING TH IR IGATION SYST M I ( } , 1718.00 H H a 61 --'"* » �- .'� ' -� '� f"-r , 1710 HE 22 PROPER WORKING CONDITION. GOO DIAD CITY O ACO CUCAO A FOR �� / �► COORDINATION ' Ih rp r f r f 1473SF 2" O CONNECTION TO SCHEDULING, AND 7 F " ---" 1 , ' ''� , r'�-r' 1702.70HHE 2� 33 ACCESS TO T EXISTING I IGATIO SYSTEM AND 328 S 2 7 I� _.�-- �,.. ��� � � ,f ,�..---' °,��" ,- f, CONTROLLER. 1706.00HHE 1 0 a - �- ��� �� �- 4, » 22465E .5- 57 �4 , ' 1707.58HHE 2 IRRIGATION LEGEND 1776SF 1.5" ' g�� -- - ' ` ff' - °` ,r' r~ r MWD FEE PROPERTY SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL 1711 . 7HHE 12 42 z,�» �4 , � °,° r,P ,°' sJ �t4 R I , A NIRD 1812-SAM PRS 5 Q,H,F 12 POPOP FIXED SPRAY HEAD 30 5 .10, .20, 1 D RAINBIRD 1812-SAM-PRS-6 VAN 12" POPUP VARIABLE SPRAY HEAD 30 6' . 7 - 1 .2 D 0 RAINBIRD 1812-SAM-PRS-8 ,H,F 1 POPUP FIXED SPRAY HEAD 30 8' .262 . 2, 1 .05 D , 30135E 2.5" 67 �' 1709.26HHE 19 RAINBIRD 1812-SAM-PRS-8 VAN 12 POPUP VARIABLE SPRAY HEAD 30 0.72 - 1 .70 D RAINBIRD 1812-SAM-PRS-10 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 10' .39 .79 1 . , , 5 D W1" f ,' -- ° �' RAINBIRD 1812-SAM-PRS-10 VAN 12" POPUP VARIABLE SPRAY HEAD 30 lot 0.75 - 2.60 D f �1q V RAINBIRD 1812-SAM-PRS-12 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 12' .65 1 .30 2.60 � f ui zti g�� i` r ff s, n » EXISTING WALL LOCATIONRAINBIRD 1812-SAM-PRS-12 VAN 12" POPUP VARIABLE SPRAY HEAD 30 12' 0.65 - 2.60 D ( r`/ r 'f f ff �GJ (TYPICAL)D !! , F/ `4 RAIN IRD 1812-�SA -PRS-1 Q,H,F 12 POPUP FIXED SPRAY HEAD 30 15 .92, 1 .851 3.70 D .j > ,` ` f` f' ,` Q 17535E 2" RAINBIRD 1812-SAM-PRS-1 VAN 12" POPUP VARIABLE SPRAY HEAD 30 15' 0.92 - 3.70 D j 41 &� �/�f� 1699. HHE 7 SYMBOL MANUFACTURER MODEL DESCRIPTION " DETAIL VALVE SIZE �` f f "� '' ' 4` EXISTING TING POINT OF CONNECTION - _" WATER METER - 2" f �BNSOTHERS) -- VERIFY LOCATION IN FIELD GPM STREET , HHE* 14 IAL F YOU I LIGHTING , � `g/�, ,: EXISTING EXISTING REDUCED PRESSURE BACKFLOWDEVICE - 1-800.422.4133 (TYPICAL) t '. ' VALVE NUM 4 EXISTING EXISTING MASTER VALVE *HIGH HEAD ELEVATION AT LEAST TWO °, PLAY IT SAFE. / r , > 11'� 160 S F 2 WORKING DAYS TYPICAL: INDICATES HIGH H D DIAL-BEFORE PRIOR TO '�g 1698.21 HHE 17 38 RAINBIRD EFB-PRS-D EMOTE CONTROL VALVE SIZE AS NOTED ON PLANS YOUDIGI o EXCAVATING 18285E /' 2- 1 tk =4 ,> ' , INSTALL IN CARSON VALVE BOX (OR EQUAL) 1700.2HHE 13 ,y4" , 1�4" ,� / RAINBIRD 3DNP 3 QUICK COUPLER WITH LOCKING COVER SERVING NINE SOUTHERN CALIFORNIA COUNTIES h INSTALL IN CARSON VALVE BOX (O EQUAL) EXISTING EXISTING CONTROLLER WITH STAINLESS STEEL PEDESTAL CABINET; -- gtk VERIFY NUMBER OF OPEN STATIONS; SEE COORDINATION NOTE. CRY EXISTING IREVISION , EXISTING FLOW SENSOR CALENS 2132SF 2" , , ,' WATTS F V 1 TURN ALL VALVE (TYP.) - LINE SIZE C CAPe I T'y OF RANCH 0 CUCAMONGA1691 .82HHE 14 61 �' ,` �' �`�`�`r A �� M,wiry • ,` Q 1� ANY APPROVED _ ~ . PRESSURE PVC „MAIN LINE SCH. 40 FOR 1 -1/2" AND UNDER, WILSON AVENUE AND F • , If CL. 315 FOR 2 AND LARGER - SEE PLAN FOR SIZE BLUEGRASS AVENUE re ANY APPROVED SCH. 0 NON-PRESSURE PVC LATERAL LINE - SEE PLAN FOR SIZE F s 31 07MWD PARKWAY LANDSCAPING to r / ANY APPROVED SCH. 40 PVC SLEEVE - TWICE LINE I CD F C &ATI " & 0 rm%LA& m '714 1 UN F N i APPROVED BY: : ` ` CI GI : > EXISTING LANDSCAPE & IRRIGATION NOTE: • � NOTE, CONTRACTOR TO RELOCATE EXISTING VALVES AS NO VALVES SHALL BE LOCATED WITHIN °�"G" REco �a�oEo ` N 15 OF THE CENTER L � m N' E Eki E E E E T L m 'mATCHLI 'LNECESSARY TO ACCOMODATE DESIGN WITHIN LIN O THE EXISTING PIPELINE, AND EVERY EFFORT 0 1a' 20' 40° Withers n r ' THE EXISTING LANDSCAPE. COORDINATEAS SHALL MADE TO LOCATE ALL VALVES 1 ' F O T Landscape Architecture NECESSARY WITH CITY REPRESENTATIVES. CENTERLINE OF THE PROPOSED PIPELINE. 3457 ocean View Boulevard, Sutte A „ _ ' Glendale, CA 91208 1 2Q CH Tel: (818) 236-3006 Fax: (818) 235-3065 Q PAVANG NO. L 2165-L 07/31/2007 SHEET 5 OF12 BLUEGRASS AVE . _ MWD EXISTING PIPELINE LO - - - - - --- - -- - - - -- - - --- __ _ __ __ __ - - -__ _ _ _ _ ___ _ - - ---- __ __ ___ _ _- - - -- - _ -_- __ _-- - - - - - - - _ - _____ _ __ __ _ _ __ _ _ _ __ ___ _ ____ __ ®® __ _ ____ _ ___ ____ -_--______ _ _ __________ __ _ ____-- --_ _ _______ __ _ _____ ___ M _ _ _ __ -SE �IVIAILIEIV(aT ----- ---- STREET __ _ _ _ _ __ _ _ __ _ _ _ LIGHTING _ - _ k BELOW. - _ 'e MWD FEE PROPERTY 26+00 27+00 28+00 29+00 (TYPICAL) 30+00 _ __ _ _ _3-1--00 18F 2 59 184SF 1673.001HHE 16 \L 16 57 t_� -z; ____________ 1685.34HHE Orr ------------ ___________________-_-_-____ _ ______________________----______________ �N_________________-_______________ ___ MWD FUTURE PIPELINE - -= « ------------ --------------------------------------------- --------------_-- ___-- - - �--- 2/« __ - _* - - - se- --------_- - ---- ---------- --- ---- -------- --____ ----- ------ - ---- ------ ----- --- --- - ---------- -- --- - -- -- - - -- --- - - - - --- - ® , N , lb 46 -~_ soon= son -------- 2— *'+F_ t '4 4 A C ~ r ~ WD FEE PROPER *��N MTY LIJ �1 EXISTING WALL LOCATION k (TYPICAL) ISTI G WALL LOCATION FF =_- ;E (TYPICAL) ,p f( t5 i ► ti i IRRIGATION LEGEND IRRIGATION MAI I : SYMBOL MANUFACTURER MODEL DESCRIPTION P.S.I. RAD. G.P.M. DETAIL MAINLINE IS SHOWN OUTSIDE OF LANDSCAPED AREAS O 4 RAINBIRD 1812—SAM—PRS-5 GRAPHIC CLARITY ONLY. MAINLINE SHALL B INSTALLED ,H,F 12" POPOP FIXED SPRAY HEAD 30 5' .1®, .20, .41 D WITHIN LANDSCAPED AREAS WHEREVER POSSIBLE. im RAINBIRD 1812—SAM—PRS-6VAN 12" POPOP VARIABLE SPRAY HEAD 30 6 . 7 — 1 .2 D MAINLINE MUST RUN UNDER COBBLE OR ACROSS ROADS, 0 RAINBIRD 1812—SAM—PRS-8 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 8' .26, .529 1 .05 D INSTALL IN 6" DIA. SCH. 40 PVC SLEEVES. RAINBIRD 1812—SAM—PRS-8 VAN 12" POPOP VARIABLE SPRAY HEAD 30 81 0.72 — 1 .70 D GENERAL VALVE/QUICK COUPLER NOTE: RAINBIRD 1812—SAM—PRS-10 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 10' .3 , .79, 1 .58 D CONTRACTOR SHALL NOT INSTALL ANY VALVES O RAINBIRD 1812—SAM—PRS-10 VAN 12" POPOP VARIABLE SPRAY HEAD 30 10' 0.75 — 2.60 D DICK COUPLERS IN COBBLE AREAS. CONTACT L . V RAINBIRD 1812—SAM—PRS-1 Q,H,F 12" POPOP FIXED SPRAY HEAD 30 12' .659 1 .301 2.60 D RAINBIRD 1812—SAM—PRS-12 VAN 12" POPUP VARIABLE SPRAY HEAD 30 12' 0.65 — 2.60 D FOR IRRIGATION NOTES & PRESSURE LOSS T 7 V RAINBIRD 1812—SAM—PRS—15 Q,H,F 12" POPUP FIXED SPRAY HEAD 30 15' .92, 1 .859 3.70 D CALCULATION, SEE SHEET L-7. RAINBIRD 1812—SAM—PRS-15 VAN 12" POPUP VARIABLE SPRAY HEAD 30 1 15' 0.92 — 3.70 D SLEEVING NOT • CONTRACTOR TO TERMINATE ALL MAINLINE, WIRE AND SYMBOL MANUFACTURER MODEL DESCRIPTION DETAIL LATERAL SLEEVES 12" BEYOND HARDSCAPE INTO PLANTER TINGXISPOINT OF CONNECTION — " WATER METER _ AREA. O SLEEVES TO TERMINATED UNDER EXISTING HARDSCAPE. CONTRACTOR WILL BRESPONSIBLEO Y OTHERS) — VERIFY LOCATION IN FIELD VERIFYING LI ITS OF HARDSCAPE PRIOR TO INSTALLING EXISTING EXISTING REDUCED PRESSURE BACKFLOW DEVICE SLEEVES. EXISTING EXISTING MASTER VALVE — RAINBIRD FB—PRS—D REMOTE CONTROL VALVE — SIZE AS NOTED ON PLANS B NO VALVES SHALL BE LOCATED WITHIN 1 ' OF THE CENTER INSTALL IN CARSON VALVE BOX (OR EQUAL) LINE OF THE EXISTING PIPELINE, AND EVERY EFFORT RAINBIRD 33DNP 3/4" QUICK COUPLER WITH LOCKING COVER C SHALL BE MADE TO LOCATE ALL VALVES 15' FROM INSTALL IN CARSON VALVE BOX (OR EQUAL) CENTERLINE OF THEPROPOSE PIPELINE. DIAL FO YOU I 1-e00-422-4733 EXISTING EXISTING CONTROLLER WITH STAINLESS STEEL PEDESTAL CABINET; VERIFY NUMBER OF OPEN STATIONS, SEE COORDINATION NOTE. F EXISTING EXISTING FLOW SENSOR PLAY NYS CALSENSE DBFORAT LEAST PRIOR TO YOU DIG! � EXCAVATING WATTS FBV 1/4 TURN BALL VALVE (TYP.) — LINE SIZE A SERVING NINE SOUTHERN CALIFORNIA COUNTIES ANY APPROVED PRESSURE PVC MAIN LINE — SCH. 40 FOR 1 -1/2" AND UNDER, F CL. 315 FOR 2" AND LARGER — SEE PLAN FOR SIZE ANY APPROVED SCH. 40 NON—PRESSURE PVC LATERAL LINE — SEE PLAN FOR SIZE FCrTy DESCRIPTION I APPROVIM. R ANY APPROVED SCH. 40 PVC SLEEVE — TWICE LINE SIZE G �.--. CITY � �pc4OScgpF � �G�,t M.wrrH �y,,, VALVE SIZE WILSON AVENUE AND SQ. . L rias BLUEGRASS AVENUE, 62 H H E* B 14 GPM $ nature 7 MWD PARKWAY LANDSCAPING aD VALVE NUMBER *HIGH HEAD ELEVATION r�r� QF Dat C '"%N PLAN� IRRIGATIC) TYPICAL: INDICATES HIGH HEAD APPROVED Y: CITY ENGINEERRCE: DESIGN R77 -� o 10, 20' 40' LW/PBN Withers h rs n r , Ltd. mymLandscape architecture P DH/PN/BS3467 Ocean View Boulevard, Suite A L — 6 7» = 2a+ Glendale, CA 91208 E Tel: (818) 230-3006 Fax: (818) 236-3066 DRAWING P LW 2165—L 07/31/2007 SHEET 6 OF PROJECT NAME: Wilson-Bluegrass 06-0625 1. NEW WATER METER(SIZE PERP N),AS PROVIDED BY CCWD, IS REQUIRED AT ALL Valve#: 11 04ro9ro7 ROUND PLASTIC VALVE BOX COVER: STRUCTURE OR a POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY GPM: 70 ETCH w ED QC (CARSON OR EQUAL.) HARDSCAPING z m ROUND PLASTIC VALVE BOX& ALL COSTS FOR THE INSTALLATION OFA NEW WATER METER, INCLUDING HOT TAP AND W STATIC PRESSURE High: - " ABOVE GRADE IN SHRUB a Q COVER ETCHED"IRRIGATION GATE" VICE LINE. CONTACT THE CUCAOGA COUNTY WATER DISTRICT Q CASTS N Law: 65 AND cRoulvDcavER AR s" MIN � J (CARSON OR EQUAL) INSTALLATION PROCEDURES. (THIS SCOPE OF WORK CONNECTS TO EXISTING POC). Person Spoken to: Russell Silva ,� I IIII_fATG E IN LAWN AREAS 1s'p MAX. � z_ Company: CCWD I I III FINISH GRADE `� FINISH GRADE Phone Number: (909)9$7-2591 _ I IE1 I �- � f 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER ET , FOLLOWED Y A Date: 4/912007 Z PRESSURE REGULATOR(IF REQUIRED), FOLLOWED Y BACKFLOWPREVENTION DEVICE, Total w I I I I CLEAN BACKFILL _ SEE = N -_ - FOLLOWED Y A FLOW METER, FOLLOWED Y A MASTER VALVE. ALL EQUIPMENT SI EauiDment size Len th GPM PSI Loss UJ N I I SPECS. FOR MATERIAL. °' I-) I I =1 I I-I I P - 90X COMPACTION REQUIRED I I-_ I I I BALL VALVE-1 112"OR SMALLER WITH III--I I i PERP N. INSTALL ALL EQUIPMENT CITY STANDARDS ANDSPECIFICATIONS, Meter(Existing,Na.97631583) 3" 70 1.30 -I 1 ( I JEE �® I�= =)I I-1 I(® ISI 11� i STAINLESS STEEL HANDLE Backflow Device(Existing)-Assuming 2" 70 12.00 N COUPLING QUICK I ��I I I-I I( III=1 MANUFACTURERS' RECOMMENDATIONS LOCAL CODES. ACTUALLOCATION OF THE ( g}" g IEEI I I WITH PURPLE 111=1 I I-) RESILIENT WEDGE-2"OR LARGER WITH I((=1 11= Master Valve(Existing)-Assuming 2" 70 1.60 to RUBBER CAP I�- -1 I ISI I I 2"OPERATING NUT (.I EQUIPMENT TO B AS DIRECTED O SITE Y A REPRESENTATIVE THE CITY. Flaw Sensor(Existing)-Assuming 21' 70 1,00 "' -III I I- STAINLESS EL _I I �� I=___= III III GATE VALVE I I I_I II " z NON-PRESSURE LATERAL LINE: = SCR CLAMP = I ISI I= Pump(Existing} 2 _ o.00 I _ I I._I I(_ EPDXY COATED =III I 1 SCH. 40 SNAKE PIPE IN z MINIMUM {3) PLACES EIII�III III�I VALVE 3« BACKFLOW PREVENTION D VIC SHALL INSTALLED WITHIN ALUMINUM Mainline(CI.315} 2-1/2" 454' 70 6.40 -- TRENCH " I ISI I I®I ENCLOSURE,AND STRONG BOX(SB)S C- AL?SHALL B INSTALL PARALLEL TO THEGate/Ball Valve 2 70 2.00 •- I I 3/4 WASHED CRUSHED ¢t► ' Psti ' :�_� I I-1111 III-111 TT AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. Control Valve 2" 7a 2.1 a ft:l AGGREGATE BASEPRESSURE SUPPLY LINE:Lateral Lines-(GI.315 far 2"&Larger; 2-1/2°' S1° 70 0.72I ',•� ��'••'•�':�� I I�)�1=1 3" 31M- 4. 11- SCH. 40/CL. 315 SNAKE P'!i>:: •' ° ::" Sch.40 far 1-1/2"and under} 2" 102' S1 2.03 PIPE IN TRENCH III_ THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES, ETC. SHO WITHIN PAVED SCH 4o BRASS NIPPLE ®_ AREAS ARE 1-1/2 7 29 0.15 Ed I I I I I FOR DESIGN CLARIFICATION ONLY AND SHALL INSTALLED INPLANTING 1-114 7 16 0.11 CONTROL WIRES - BUNDLE SCH 40 BRASS NIPPLE III®I I le EAS WHENEVERPOSSIBLE. AVOID ANY CONFLICTS E T SPRINKLER 1" 15' 12 0.50 24 LONG -' IAND TAPE AT L. SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT,AND 3/4" 74' 8 3.78 III I I I INSTALL ADJACENT OTO AND 7=777, , I BTOTAL: I- PRESSURE SUPPLY LINE I= ARCHITECTURAL FEATURES. III su 33.s9 _ �I I ISI(I ®•�Q• tea• �•_ •-) � I I I I III I I Lass through fittings 3.37 I I#' III-- " I III " I I ( 6 TYP• PROVIDE 6 MIN. of D SCH 40 BRASS 904 ELL -III-III aq® T®I 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONSHO ON S AT Sprinkler head PSI needed 30,00 BEDDING AND SHADDING C° (^I((-) ®fir:A,,� o ®meq. 111=1 11= THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL Elevation change 10.00 ft 4.33 SCH 80 PVC 90° �I I I-III �• �ra.:Pr 111-1 STREET' ELL SCH 40 BRASS 904 1=111=1 - - - -I I1=1I I: REPORTED FOR DIRECTION IMMEDIATELY TQ THE CI TOTALSYSTEM LOSSES: 71.39 PRESSURE SUPPLY STREET ELL -III-III-I I I I I TI I I I I 1 F LINE INC 6. T CONTRACTOR SHALLFAMILIARIZEWITH ALL UNDERGROUND LOWEST STATIC PRESSURE AVAILABLE: 65.00 24 R BAR ST E 314"WASHED CRUSHED PRESSURE BOOST FROM PUMP: UNKNOWN-CaarctinateWth City Rep, Q.00 NOTE: PRESSURE SUPPLY LINE UTILITIES, PIPES AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE1. PIGTAIL D LOOP CONTROL WIRE AT 90" CHANGES IN DIRECTION. NOTES: AGGREGATE BASE This Calculation Based an a Boast of 27 PS/ REPAIR/REPLACEMENT,ATO COST TO THE CI , FOR ANY DAMAGE OF SAID ESTIMATED RESIDUAL PRESSURE: 2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 18" MIN. D 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 20.61 UNDERGROUND FACILITIES. 3p' AND GER 24" MIN. DEPTH NOTE: 2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. CITY REQUIRED RESIDUAL WATER PRESSURE 15-20 PSI 3. ALL PVC PIPING To MEET RECLAIMED WATER STANDARDS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION of VALVE BOX. 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. SYSTEM DESIGN PRESSURE: 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. $ 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLERD AND VALVES FOR 5. WITH ATTACH PLASTIC VALVE IDENTIFICATION TAG APPROPRIATE CONTROLLER AND OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS,WALLS, ETC. VALVE NUMBER INSIDE VALVE Box, THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OFA PRESSURE COMPENSATING NOZZLE SCR (PCS) PCS IN ALL SPRINKLER HEADS AT INITIALLL VALVE SiT[). 510`LE tOmJ' 5 3 6 A 0A E U R E LOX'S"'""' `AL(r;%ULAT1U" 1N' TRENUHINU t0l`iTue 532 U UN UUUF R CONSTRUCTION. U I U TO SPRINKLER-ANGLE PIPE TO 8. WHEN VERTICAL OBSTRUCTIONS (FIREHYDRANTS, STREET LIGHTS, T SPECIFIED DEPTH WITH 454 ELLS, ETC.} HARDSCAPING{SEE NOTE 4} SCH 40 PVC MALE ADAPTOR INTERFEREWITH THESPRAY PATTERN OF THESPRINKLER HEADS OAS TO PREVENT OPE COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE y, „,. ���� y, �y i. !' HI-POP,'SHRUB HEAD BODY SET scH 80 PVC UNION "SNAP TITER WATERPROOF {: .Ry {.< c• v, CONNECTORS OR EQUAL SPRINKLERSYSTEM Y INSTALLING QUARTERCIRCLEO HALF CIRCLE SPRINKLE ayy �. jy. y' <y' <``' j"{y. MULCH LAYER TO 1/4 ABOVE FINISH GRADE PVC NIPPLE ELECTRIC CONTROL VALVE WITH HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. TAPER 45 DEG. FINISH GRADE PRESSURE REGULATOR I III I I III III- ua ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. AWAY FROM HEAD PLASTIC VALVE Box AND LOCKING w g COVER(CARSON OR EQUAL), III I I I- ` r Z RKED WITH"IRRIGATION RGV" 9. INSTALL ON (1)SPARE ORANGE I ALONG THE TI LENGTH F THEwAND ETCHED WITH CONTROLLER TO THE FARTHEST REMOTE CONTROL VALVE ( GV)ON EACH BRANCH. PIGTAIL EACHI IIII 1511 D VALVE SEQUENCE I ' aO N IRE AT THE INSTALL TERMINAL STRIPS I ENCLOSURE FOR Z 0 6"MIN. FINISH GRADE IRRIGATION WI IN CLEAN BACKFILL-III1= SPECS. FOR MATERIAL. E M ¢ I I I I 9OX COMPACTION REQUIRED II I II- _ 10. IRRIGATION SYSTEM IBASEDUO MAXIMUM O 3 INCHES OF WATERPER WEEK C4 -III I I :3 _ �_ SIDEWALK 111111 Illllli (TURF)AND 2 INCHES OF WATER PER W ( ROUNDCOV SH U )APPLIED FOR 8I II I _ HOUR A NIGHT/5 DAYS A WEEK BETWEEN T HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY =1 I I = 11 g II I II . . . . . . . . . . , . I I= CM HIE IT O VALVE CONTROLLERHALL OPERATE AT A TIME. • • • • ° • • • ° • ' • • • '•',••••••••.•;•:•.•.•., �' r =1 i+7 I 1 .,•..a.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'. . . . . . . II II 3" ( _- PIGTAIL EXPANSION _ '-'III PROVIDE 6" MIN. OF SAND .I I I LOOP(MIN.24"LONG) 11. H SYSTEMIS DESIGNS FOR T ITU OPERATING PRESSURE S SHOWN I • ' ' • BEDDING AND sHADDtNG � T PRESSURE LOSS CALCULATION. THEIU DEMAND O GALLONSPER MINUTE I �I I MI . . • . . , • . . . . • . I I IE g BRASS ANGLE AS PECIFI . H IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATERI I 1 I ... ' • CONTROL WIRE SLEEVE - FLOW C I I IH VALVE WIUNION SIZE PER PLAN INSTALL " 3" III` SSU T T SITE PRIOR TO THE START OF INSTALLATION, ANY CHANGES SHALL -III I /4"WASHED 111- ADJACENT TO PRESSURE " Aa° I CRUSHED AGGREGATE BE BROUGHT TO T ATTENTION OF THECITY AND LANDSCAPEARCHITECT. N SUPPLY LINE �=1 I,Qa� ° Qg® I III ( ( SCH 40 PVC _ MARLEX 90' RE SCH 80 PVC NIPPLE 90' STREET ELL I=1 I °oQ� Qa•p00 po -III I PRESSURE SUPPLY UNE �.®. q QQ.e 12.AUTOMATIC CONTROLLER TO A CALS T2000e (STATIONS ? - DIGITAL =1 I I�� IO /ANT-1 ANTENNA PORT INSTALL WITHIN A STRONGBOX ( -I I I I III I I I SLEEVE - SIZE ICE NON-PRESSURE ._. ARLEX 90' STREET ELL SCH 80 PVC UNION } S OG (S }2S/120 I DIAMETER OF PRESSURE LATERAL FITTING VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORTI I I I 6'. SUPPLY LINE ON-PRESSURE SCH 0 PVC NIPPLE CONTROL&COMMON WIRES (EPDXY-FILLED)ON TO O THE ENCLOSUREPERMANUFACTURERSPECIFICATIONS D TYP. LATERAL LINE TYPICAL (2) PLACES - CH COAXIAL CABLE. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN NON-PRESSURE LATE ANTI-DRAIN VALVE AS REQUIRED - - --- ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITYS ACCEPTANCE. LINE SLEEVE -- SIZE TWICENOTES: DIAMETER OF NON-PRESSURE NOTE: ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF 1. ALL SLEEVES To BE SCH 40 PVC. LATERAL LINE 1. LOCATE HEAD 2" TO " FROM WALKS, CURBS, HARDSCAPING, CITY.THE MOW STRIPS, AND EDGES OF LAWN. BSS NIPPLE 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 2« USE TEFLON TAPE ON ALL MALE THREADS. SCH 80 PVC SXSXT TEE 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE NOTES: PRESSURE SUPPLY LINE 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFnC LOADS REFER TO CITY COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. SHALL BE RESPONSIBLEFOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. ELECTRICAL CONDUCTORS AND T TO PROVIDED YSCE, COORDINATEDAND STRUCTURAL3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. PAID FOR BY THE CITY. 5. ALL PVC PIPING To MEET RECLAIMED WATER STANDARDS. 4. PLACE AGGREGATE PRIOR TO INSTALLATION F VALVE O BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO WIRE INSIDE VALVE BOX. 1 . ALL SPRINKLE DS ALL SET PERPENDICULAR TO FINISH D OF THE A TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 1101111111R, now& (j) NUT USED Si L E PE%V"11 No Gr% STOU1533 D HI-Pur SHR"U10 SrFmj%RAY STD 5 390ft B) UUNTHU 1 .ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THEoL L VA'L'V'E E`i T 0 D"k 5 Z U RIVER gog000m TOP OF THE SPRINKLER HEAD IS ABOVE FINISHED GRADE. ,00 \j!34 Pp IAL BEFORE YOU DIG SNAP-TITS 1-800-422-4133 WATERPROOF CONNECTOR OR EQUAL 4 p • WIRE SERVICE LOOP (LOOP nature ENOUGH WIRE TO EXTEND WIRE AT LEAST TWO BUNDLE 6" ABOVE GRADE _._. ) PLAY IT SAFE, WORKING DAYS /3,1/07, DIAL BEFORE SPLICE BOX COVER WITH YOU DIG! PRIOR TO a -707 al D e LOCKING TOP ETCHED "S.B:' o EXCAVATING Dat ffi SERVING NINE SOUTHERN CALIFORNIA COUNTIES T*9r� GF CPR\-`���` ca AT GRADE IN LAWN AREAS 3 IN PLANTER BEDS FW Z INS Will RISK IREVISIONCITY 12"' X 18" GREEN PLASTIC METER CITY BOX. CARSON OR EQUAL as WlLtUN AVENUEANU )KAb6 No U11 E BrAk L U E(.3 AVERL MWU HAKKWAY LANUZ5UA1Rj1NG 1 r-% a-W& KK1G%AT1U00*' 1`N' ur' ETAIL.,0113k 24 VOLT WIRES. TAPED AND BUNDLED AT 15 FT. INTERVALS APPROVED Y- 2 CU. FT. PEA GRAVEL CITY ENGINEER DESIGN RECOMMENDED LW/PBN Withers and Sandgren, Ltd. - -aV Landscape Architecture E 3467 Ocean Ylew Boulevard, Suite A Glendale, CA 9120a UN 1\4 U 4 VUL I NJ UI ® 5 4 O'k E I CHECKEDrel: (ala) 236-3006 Fax: (ala) 206-3066 No. r-RIOATI TE` iNUT USED - L I E E"i"T D07/31/2007 SHEEr 7 OF 1 T-5 WILSON AVENUE TREE PROTECTION NOTES /T-3 T-3 T-3 NATE: PROTECT EXISTING TREES. ANY T THAT CANNOT BE 1• "PROTECTED EXISTING : Before beginning any Demolition or MWD FEE PROPERTY 1 3 2 PROTECTED IN PLACE, SHALL RELOCATED 1 FIELD WITH CITY Construction operations, the Contractor shall install temporary fencing around all existing REPRESENTATIVE O LANDSCAPE ARCHITECT. F TO trees within the Construction Zone that are to be saved. The fence shall be installed no T_5N c ' PROTECTION NOTES FOR ADDITIONAL INFORMATION. loser to the tree than the edge of the tree's Protected Zone, generally defined as the area 2 beginningfive feet outside of the tree's dri line and extending towards the tree or s far p g ( away from the trunk as practicable). The fencing shall a of a material acceptable to the 77 77 77 Landscape e Architect or City Representative. All I Contractors and their p Y p crews shall not e allowed „ Inside this "Protected Zone" nor shall the e -... allowed d to store or du foreign -- - - - p g --- i -��^-^��������� materials within this area. No work of an kind including ' T-5 - _______ ,� --- _ ___________`_ � � �-- --� ng trenching, shall be allowed within . Y 2 =-- �° \ 0 1715 the Protected Zane except s described below. The fencing shall remain around each tree _. Q f __ __ to be saved until the completion of construction operations. T_5 • T alleviate sail compaction in anticipated areas of high 3 I o a via cl i h construction traffic and o .. nl where fen T_1 ---�" -w.. Ging cannot b set five feet outside of the ripline , Y ��� - ---�---=- - the Contractor shall install layer of mulch "-12" thick over all exposed earth � a __--- __.----- � =-r-- Y from the AF 10 s _ __ , tree trunk to outside of the dri line. This layer shall be maintained at al t p Y I Imes during construction. When planting operations are completed, the mulch shall b e redistributed . p g p p ugh l planting " thick "permanent" mulch layer. X17 ------ __ _ th ro out a I are I a Y l ant' as 'n When i I d p o - ---------.� ,.,-�' ,- ,,--" __- _. _--_"_ __�---_ a ®``�•. : t becomes necessary to enter the "Protected Zone", ,, Ca - r-" _ - -_ --f"_ _--- -- such as for fine grading, irrigation Installation, and planting operations, the Contractor shall _ r Q - - , _ � p g p , ® strictly adhere to the following rules: .. - f - -® T-3 rIN - - --- --p �., --' _-_d_ -_"_ ---__ -- _�"_ A. Every effort shall a made ' -- �� _ _ rY to preserve the existing grade round large trees In s 1 ► _- -- -' r-' -� �`'- ® _-- ---'"" __ wide an area as possible. I --- -- ®®- ---� B. Trenching within the Protected Zone of existing trees shall be performed by hand, T_4 -' --' -- --' and with extreme care not to sever roots 1�/" in diameter n larger. ere roots 11/2 " in -I - _ ,. ®- -- � --1705 -- .---�~` f, ` g diameter and larger are encountered, the Contractor shall tunnel under said roots. '�-- 1 Exposed.roots that have been tunneled under shall be wrapped in wet burlap and t T-5 ti -'� - ' .-' -- -- -1 moist while the trench is open. " ere roots 11/2" in diameter or larger must a cut due to extensive grade changes, T—1i° those roots must be exposed b hand digging and cut cleanly. Ragged cuts generally do Y g Y P, D FEE PROPE T -�-- ,-' -- -'' -�. - - , --- �-�` r r 7P not heal properly, and may leave the tree open to pests and pathogens. T-3 ► -` ' _ --. .-. -- -- --' ere trenching near trees -• ; ��- ` - - - r- g has already occurred from previous construction 2 I �--' ,-` - -' f -' ---' " operations, the Contractor shall make every effort to confine his trenching operations to ,e T— the previously-created trenches, while adhering to the conditions set forth in 3B. 4 •., c' r -'- r r r r r` ` --` I CONFLICTS: The Contractor shall notifythe i e City presentative and Arborist should any potential conflicts arise between these Specifications and/or large °`•,r 0 ,, k ,- r r ,-' -- MWD F PROPERTY r r roots encountered in the field, and Construction operations. The Contractor shall not take .° ,- any action in such conflicts without the Arborist's written approval. The Arborist shall have MWD FEE I I Q ', r final authority over all methods necessaryto el ensure the protection and survival of PROPERTY - ' existing trees. /T-2\ I °'' r' :,.-r r r r r' /,r ,, I rune only the trees that are indicated on the Plans as requiring pruning. 4 I I p �` r' r r�' , ': �,,-` Prune trees according to International Society of Arboriculture/ANSI A300 Standards: A. Remove all dead wood. B. Prune live wood for health or structural reasons only, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce the potential NOTE: TYPI AL - O NOT PLANT AY diseased or damaged nowt eliminate structural) unsound growth, potential TREES ITHI 15 OF THE CENTERLINEg g Y h, reduce the 'f ' ` ,/r r O THEXISI PIPELINE. for wind toppling or wind damage, or to maintain growth within limited space. Do not 4 ,- f,' r' ,.' ,- f remove more than 25% of any tree's live foliage in any one growing season. Prune only to International Society of Arboriculture/ANSI A 300 Standards, and only under the direct gE+ � �, .P f ' ,�' ,' supervision of a Certified Arborist. /T-3\ ,' ,` ' , r° C. Final cuts shall b made just outside the shoulder ring area. Extremely flushed cuts TR"ft E E L E(3k E NOT-5 which produce large wounds and weaken the tree at the cut shall not be made. D. All trim cuts shall be performed in such manner I 2 p n promote the natural OTAL SYMBOL BOTANICAL NA COM ON NAMESIZE/SPACING THIS PAGE} REMARKS growth and shape of each tree species. E. Improper ruin methods including, but no "topping", " ` " "heading T-2 I �"6� ' �` �, �� p g, t limited ta, topping , tipping , , ! back", " hornin ", and "liontailing" will not a allowed. fi '"- a ' T-1 ELALUGA LINA IOLIA F L PAPE ARK 24" OX/ IN. 3d' O.G. 26 I'' 41 1, „r F', f•` F. Should the Contractor require more information, the Contractor shall contact the ISA EXISTING WALL t (217) 355-9411 for a copy of the ANSI A300 Pruning Standards. Contractor shall LOCATION TYP. T-2 IONTHIJS TUS G '° ( } CHINESE FRINGE 24 BOX/ I . 2Q O.G. 10 adhere to the methods and practices set forth in this document. T-3 GE STO IA INDICA PINK C MYRTLE24" OX./MIN. 20'O.G. 11 'TUSCARORA T-1 ' T-4 GHTALPA TACH NT SISMORNING CLOUD 24" BOX/MIN. 24' Q.G. Cil 'MORNING CLOD HITLP 1 � CD I ,/ ,r T-5 PYRUS BETULAFOLIA 'PARADISE' FLOW PEAR 24" BOX/MIN. 20' 0.C. 24 Y UT C) STEVE RELPH !4~' O 'DANCER' AVAILABLE FROM:ARBOR USRY, QUA T , C . STREET ti q� a, / , CONTACT TONY T(626)357-4823 IAL FARE YOU DI L l G TING ( 1 FC?` ,'� -�' ! ,! ,' 1-800-422.4133 (TYPICAL) PLAY IT SAFE, AT LEAST TWO DIAL BEFORE WORKING DAYS �•` r, // !/ // / YOU DIGI PRIOR TO EXCAVATING 'r SERVING NINE SOUTHERN CALIFORNIA COUNTIES DESCRIPTION �► C I REVISION APPROVED: ! ! / ONGA CITY OF RANCHO CUCAM r% Ao-%, a I a a U A WILZjUN AVEN E AND nature bRu%L U E Cw*i& R'A SzS` AV E No U E f`r" !° j !! ! /'� µ ` /T_1 $ a teMWU FAKKWAY LA1NUZ5L;AFJ1NUl ` !� !' �! ! / /, f / TqT� OF CAS-� ��` No A' rm%LK NTH T E E rwk LA` U F AN CNBY: I CI GIN RCE: A 2/-Cu DOM RE7M/ E %"103% E E Sk Hn E E T L 19% MAT H L 11 0 10' 20' 40' LW/PBN Withers ren, Ltd. 01 Nib DRAM Landscape Architecture P DH/PN/BS3467 Ocean View Boulevard, Suite A 1 — 20' Glendale, CA 91208 E Tel: (818) 236-3006 Fax: (818) 236-3066 DRAVANG NO. L 2165-L 07/31/2007 SIHMT a OF 1 IL 0LBALLIEGRASS AVE . -:: :: MWD EXISTING PIPELINE y- -- - - ----- -- _ _____ _ _ _ _ _ _ _ ____ - _ __ _.__ - - -__ _ _ _ - _ - _-- _ _ - _ _ _ __ - - - - - - - - - - - - -- - -- -- - - - ---- -_- - -- - -- - ---- - --_ - -- -- - - _ _ ____ _ _ _ _. _ _ _ ______- -- - - _ __ STREET LIGHTING-,----_ - - - _ __ _- - - _-- _ -- -_- - - _ _ __ __ _ _ _ (TYPICAL) 26+00 27+00 28+00 29+00 30+00 _ _ - _ _ 1�9� MWD FEE PROPERTY 32' T-5 T-2 /T-5\ /T-3\ /T-5\ _ .�. � �_ .. �_.�,��.. .m..� NX 11 T-3 T-5 T-2 T-5 T-2 T-2 T- _. ... .. W T® mm ------------ -------------------- 2 --- _ - 1 _________----__ - 2 __ _ _ 1 - ------------------------------------------------ __ 1 _ \2j_ -------------- 1 _ 1 _ -_ ti.k 00 --- ------ ---------------®-_ -----_---- _--------___-_- ____-- ------------------------------------------- __--_-_ __------____-_____ _________ _____-__ __- _ _ _ -- � e ___-F1J ArlP_ ►1y - - - - - - - ---- ---- ------ ---_ --------- ------------------------ -_---------------_--- ----_ - ----- ----- -_ - � -- - - -- --- -0-0- _ ___-- M _w 44 M ' ^ l � ,.—— i' � c_._--m CS ..._ _` — /--` — — � --.. .�f =TM-yam•~ a _ ,,` `I w. m. �EETO.w. TYP. MWD FEE ROPE TYUj /T—1\ �� ^. ►" .,... ,,t 1.`® EXISTING WALL LOCATION 3U+ Uj (TYPICAL) EXISTING WALL LOCATION �~ (TYPI CAL) LMJ LU STREET .O. (TYPICAL) ) C L TREE LEGEND QTY(TOTAL SYMBOL BOTANICAL NAME COMMON NAME SIZE/SPACING THIS PAGE) REMARKS T-1 MELALEUCA LINA IOLIA FLAXLEAF PAPER ARK 24" BOX/MIN. 30'Q.C. 03 T-2 CHIONANTHUS RETUSA CHINESE FRINGE TRE 24" BOX/MIN. 20'Q.C. 04 T-3 LAGERSTROEMIA INDICA PINK CRAPE MYRTLE 24" BOX,/MIN. 20' 0.C. 02 'TU CARO ' T-4 CHITALPA TAHK NTE SIS MORNING CLOUD 24" BOX/MIN. 20'Q.C. 00 'MORNING CLOUD' CHITALPA T-5 PYRUS BETULAFOLIA 'PARADISE' FLOWERING PEAR 24" BOX/MIN. 20'O.C. 12 BY REQUEST FROM STEVE RELPH O 'DANCE ' AVAILABLE FROM:ARBOR NOSEY, DUARTE, CA. CONTACT TONY AT(626)357-4823 NOTE: TYPICAL - DO NOT PLANT ANY TREES WITHIN 1 ' OF THE CENTERLINE OF THE EXISTING PIPELINE. DESCRIPTION OF RE m,W1 WILSON AVENUE AND ure BLUEGRASS AVENUE, 8 1 /07 to DIAL BEFORE YOU DIG OF c TREE PLANTING PLAN 1-800.422,4133 4 - P PPO Y: T : CITY ENI • fk PLAY IT SAFE. AT LEAST TWO RECOMMENDED DIAL BEFORE WORKING DAYS YOU DIG! PRIOR TO 0 10¢ 20 40' LW/PBN ® EXCAVATING DRAWN Withersand n , Ltd. PAbE Landscape Architecture SERVING NINE SOUTHERN CALIFORNIA COUNTIES DH/PN/BS 3467 Ocean View Boulevard, Suite A L 9 1» = 20' Glendale, CA 91208 E Tel: (m) 236-3006 Fax: (818) 236-3066 DRAWING NO. LW 2165—L 07/31/2007 9 OF 1 MWD FEE WILSON AVENUE STREETS-11 PROPERTY S_9 S-11 LIGHTING 17 44 2 S-14 /S-6\ S-2 S-9 /S-8\ 5-15 /S-9\ S-2 • �1' ` JfJ•,J J;l'{ (/{ fOO'f f, `f 4►`J' f�,,j f°fi !, ` r, ✓,r f a , ! f ® !✓`'4 �- ! ' _D S ., , .r ,- r r rr r~ rr,r..fsr r' r r r- , , ✓r' � Pr Q ar r S2r—r 13 _ — Q• j ® /S-2\ S-5 S-13TYPICAS-1276 3 7 50 6 6 59 6 S—fi 40 S—fi S-11 /S--2\ /---\ -1 S-9 SS-12 —13 S-3 —15 S-8 S—fi S-2 S-3 S-13 S-12 —6 S-1141 1fi3 2Q 47 2 13 5 fi 1 8 /S-8\ 21 S-2 Qfi SS-14 U. 615 O a W Ln 1b, S-1 YYD"FLEPRIP� iY/S—; 2fi 205-11 V Uj S 12 9 —1aOS_ ) 31 24 O " S-3S 11 2 1aSHRUBLEGEND S-6 Y IG L /CQ A I I 01-00 2 Iff ��J)'j ;- f ,- X14 S 4 12 S-14 S-3 -1 LIA N I UC R'I LIA 5 L. 1O '53 . OS-1 1 S-3LU /S__1 5\ 6 O - I IC L / TNI T LILY L. 0mmErak { S 4 Q C 229 - A VI G ' U '/ U L EE U H L. 1O 10' .C1;�Jj .S fi MWDFS_3 IM 5S-1 P PERTY 12 - T VI ' U AFE 1 AL. 87 1' .CD S-6 ° O 2Q S-2 v O —14 S®38 p O 15 S -5 CLLI HY I / YLILY, E L 1 AL. 121 . A-A 5-15 O 4 O 0 5J/j S-2 6 O ' HIT '/ F TAN Y I 5 L. 287 4' . . /S—_12\ V p Alp ® 13 - L ' lY L '/ U Y L T A 5 AL. 3 ' .G.S-11 5 12 42 Y U A VI IU / N 1 AL. 112 8' . 0 S-11 1 35 S 2 I TIC A'/ AFH V NLY OO 1 AL. 293 .G. —12Oc-3 -1 H I ICU IAT / S IVY 1 L, 31 15 .C. 1 S_fi EXISTING WALL L CATI N 3 (TYPICAL) -1 I A I I / ? 5 L. 245 ' .C.S 14 S-3 S-1314S_1 S- 2 -1 I LPI I I 'C '/ IN IAN L, 2 'S 15 4 AW 0 \ij 5-11 6 7 -1 U / 5 AL. 79 10 .C. Q O \1 25 S$2 pv t5-15 -1 I IA ICOS /C OS MAY 5 AL• 10' . S—$ o � � � wf -/ 35 7 -1 L S C ETU ' PCT /CO ACT XYLO A 5 AL. 193 ' .S-13S-11f F ` TS-1 \00/ 13 5-12 O4NOTE: TYPICAL - O OT T ANY HU14 OV THE XISI PIP LIN . S 8 AS-2 C IP17 C 11 ® , ANFq CITY OF RANCHO CUCAMONGA t M.wryS-7 S-11 S 8 5 W1 L Z03'00'"" N AVE NOUE ANU 10 /_ 0 j51-1k A S Ommk se tum B L Ul EU KA AVENUE, $ 107 rERP& WE% A r--%k 0 Ar A 001*k A P 1 0, 1 0116,40 ID MWU FAKKWAYLANDS)UA NU Dat S-3 OF CRS H IR U rbw% P LA&No T I No GO` FL./—%N' 2 IAL FOR YOU DIG S-7 1-800-422-4133APPROVED BY: . 2 I I` .. _ E DED M A A PLAY IT SAFE. AT LEAST TWCLATU" Hm L NE Z"w3)E E Z03' H E E T L DIAL BEF®RE WORKING DAYS 0 1a, 2®, 4a,YOU DIGI PROR TO it r r , L .EXCAVATING Landsca a Architecture STREET .O•W. (TYP.) Hf ! 3467 Oaaan View oulevard, SutteAGI®ndal., 9t208 SERVING NINES®UTHERN CALIFORNIA CQUNTIES Za' EC Td: (1118) 236- 6 Fax: (818) 236-3066 . 20 L 1 —Lfi — 07/31/2007 SHEIET 10 OF 17. rBkL1U1Ek(3.% KAZ)ti AVEN___ _ _ _ ___ _ _____ ___ __ ___ _____ _ _ __ _ _ _ _ _ _ _ ___----- _ _ _- ------- ----.._ _ _ _ _ _ _ __ ____ _ _- - - - --- - - - - -I __ __ ______ ____ _ ___ _ _ _ _ _________ __ __ __ MWD EXISTING PIPELINE __ ___ __ _ _ _ _ _ _ ___ __ _ ____ _____ __ ___ __ _ _ ______._ _ -_ __ -- _ - _ __._- _-_ _ -- - - - -- - - - - - - -- ---- - -- - - - -- MWD MWD F PROP TY STREET LIGHTING - -- _ _ —1 S-5 /S-6\ S-9 5-11 S-14 5-10 28 a 00 TYPICAL} 29+00 S-6 S-4S-6 30+0 S—fi fi9 _ -S-9 �`� S— 5-1120 -00 S 2 27+00 _ --{ _ AV 5 143 5 S-5 6 /S-6\ S_4 31 �..�� .._ S-14 14 .__w g S-5 /S-6 /S—A9 /S-6 ' S-9 5-11 S—fi S-9 3 S-11 S_1 S-2 __ S-- -35 S-11 4 ._ 8fi- -6 m. S—fi S-9' S_ _ _5- __ _ _ _ _ __ _ ______________________ _____- ___- --- -- ---- - -S—g -- - -- -- M 5-12 4 a ___________ ___________ ®23 _ fi _ _97_ _ _3 22 _____ _ 3� _ 7 - _-- _ 1 - _ 5 _ _� _ _ _ fi ___ _. 1�_ _. _ -- _____ _-__ __ ____ _ ___-- ----- -- ---_-_-_--- --______ _______-- --_-____ _________ ______ ____��_-- ---_________-- ------- --------------------- MWD FLIT R 4 1 S_-9_ a � o q q 4 LL STREET R.O.W. TYP. a ` Uj / 5-11 S—fi /S-12\ S-1S1 511 O( } S- 4S_1 _ Uj a 2 9 2 3 5 5 `` " a a S-1 Uj5 S-12 EXISTING WALL LOCATIONMWD FEE PROPER S_1 TYPICAL STREET R.Q.W. (TYPICAL) 4 ( } 11 -- - S_1 /S—15 ' 7 5-10 EXISTING WALL LOCATION W S-7 "29 (TYPICAL) I S_2 \2j C I 1 S`-1 S-2 S_fi ' 4 S--7 S-8 1 F- - - — 3 S-3 000;0 AV 7 SHRUBLEGEND QTY SYMBOL BOTANICAL / SIZE (THISSHEET)T) REMARKS -1 ABELIA GRANDIFLORA 'EDWARD ' / GLOSSY ABELIAL. 45 4' 0.C. -2 DIETES BICOLOR/ FORTNIGHT LILY 5 GAL. 2 .C. S-3 DODONEA VI 'PU ' / PURPLE L. 7 10' O.C. S-4 FESTUCAVI ' U ' / SHEEP FESCUE1 GAL. 229 11 O.C. ffF�j S-5 HEMEROCALLIS HYBRIDS / DAYLILY, EVERGREEN ONLY1 GAL. 128 2' 0.C. T ' A WHITE' / DWARF LATANAHYBRID L. .C. } - LET Y GLOW' / RUBY GLOW TEA 5 GAL. 5 ,}w MYOPORUM PARVIFOLIUM / NCN 1 GAL. 3 8' O.C. 4`4 S-9 NANDINAI ' ' / DWARF HEAVENLYA 1 GAL. 427 ' . . -10 PARTHENOCISSUS TRICUSPIDATA/ BOSTON IVY 1 GAL. 29 1 . . -11 I ' I MAIDEN' / NEW ZEALAND FLAX 5 GAL. 71 4' 0.C. S-12 RAPHIOLEPISI I ' / INDIAN HAWTHORNE 5 GAL. 16 ' . S-13 ROSA / RAMANAS ROSE 5 GAL. 0 10' O.C. I I C S-14 WESTRINGIAF UTI / COAST ROSEMARY 5 GAL. 9 10, O.C. CITY OF RANCHO CUCAMONGA �,NDscapE wrry �'�y� WILSON AVENUE AND -1 L ATA / COMPACT L A L. 3 8 BLUEGRASS AVENUE, s 1 /07 to d 17 a� tg NOTE: TYPICAL - CSO NOT PLANT ANY SR sr�TF of A�` ��`P "w% HRUB PLANTING PLAN OVER THE EXISTING PIPELINE. DIAL BEFORE YOU DIG c 1-8ao-422413 4 G7 CIN Y® Cl : PLAY IT SAFE. AT LEAST TWO DESIGN RECOMMENDED WORKING DAYS L DIAL BEFORE PRIOR TO 0 10' 20' 40' dwlD YOU DIG! ith r n n r n, t o EXCAVATING DRAVm Landscape Architecture POE SERVING NINE SOUTHERN CALIFORNIA COUNTIES I"'I,/ / 3467 Ocean View Boulevard, Suite A L _ "� °� 1» — 20, Glendale} CA 91208 C Tel: (818) 236-3006 Fax: (818) 236-3066 DRAVANG . 1 L —L 07/31/200? SHEET 11 OF1� ONE HALF OF SPACING NOTES: REQUIREMENT 2.PAKES ovETO BE PLUMB AND LIMIT OF PLANTER AREA (--� 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. ^� TIGHTLY COMPACTED 3" BERM TO FORM f DEPRESSED WATERING BASIN. ` , 1 W, E off TOP OF ROOTBALL TO ~~'' 4'" WOOD CHIP MULCH. EXTEND 2"" VE `--' s FINISH GRADE TOP TIE TO BE PLACED AS VV MIK LOW AS POSSIBLE ON THE IVWIN pp TOP OF STAKES BELOW NOT SO LOW AS TO LOST HEAD OF TREE WHERE SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. THE HEAD TO DROP. MAIN TRUNK 00, (2)SETS OF CINCH TIES FACED 24• V&V ART"ATT GALVANIZED To Q' LODGE wow 11=1 I I III I I "2 L PIE ITH ISTAIN.1 = AMNIMUM PRESERVATIVE UNDISTURBED SOIL AND POSITION ON ROOT OUTSIDE ROOT BALL EQUAL _ IN TURF AREAS AND YARDS. ® PLANT PIT TO BE (2) TIMES THE TABOVE BP FINISH OWE. D 2 ® WIDTH OF THE ROOT BALL TIGH LY cowA= 3"mm To FORM 7 WATIERING BASIN FOR RESIDENTIAIL AND CROWD COVER INSTALLAUMS. LOCATE _ OF PLANT PIT.ME ®III® TURF AREASTO cBBE PRIOR BERMS O CITY „IIIIIIII ,III_IIII„IIII ..li NOTE: NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL DIAMETER. SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. UNDISTURBED NATIVE SOIL. ROOT BALL NATIVE BACKFILL WITH NO AA� ROCKS GREATER THAN 3•OW 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS O SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER NOTES: SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 1. UNTANGLE MATTM ROOTS BY LOOSENING ALL ROOTS AT EDGE NAIM SOIL UNDISTURBED FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. OF ROOT BALL. DO NOT CRACK ROOT BALL. I-~--- TWICE Roar BALL WIDTH �1 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. N 0"T ED I '0-T U S E 0 U` F G"'R"0% U N D C 0%V E OF? 'to*i'P A C'"I N STD*508 U U U11 N"I'lk I N E R P Lik'I"'I'T I N to"Ni T U 5 U`k 6 A) 'uuUBLE STAAKED TREE 't'm%i T P um'k 5 0 2 N s a W o E \ LOOP HOSES TRLINK t"GREATER } J�' l S �P t t 4" OF COMPACTED WOOD CHIP IJ TYING PLAN MULCH. TOP TIE TO BE PLACED As LOW ` HARDSCAPING (CONCRETE HEADER, AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD FINISH GRADE OF SOIL ALLOW FOR WIND FLEXING OFTHETREE. OF TREE WHERE SPECIES GROWTH CURB & GUTTER, SIDEWALK" ETC' BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. ANEW T POINTE CONNECTION. OVER WIRE WIRE OR ALLOW THE HEAD TO DROP. MAIN TRUNK V. STEEL CABLE SPACED AROUND TREE - 12" 4"" yk (2)SETS OF CINCH TIES SPACED EQUALLYCOVER WITH 3/4"OW X 3' > 24"APART,CONVEX SIDE AGAINSTTOPROOTBALL TO CLASS PVC PIPE. TREE TRUNK.ATTACH WITH EXTEND 2"ABOVE GALVANIZED SCREWS TO Z* FINISH GRADE "AR9011 CAM"OR EQUAL IN 12"MAX. LODGE POLES. TURN (tYP.) TURF AREAS. 2"DIA,LODGE POLE PINE STAKES • BERM TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, TURF To TIGHTLY' WATERING OMPACTED 3 BASIN FOR Z s 2"ABOVE FINISH GRADE DRIVE A MIN.OF 6"INTO UN- RESIDENTIALµ0 GROUND ¢ M I I+I I M I ISI I I I I-�I I®III®III- DISTURBED AKESOUTSIDEROOTBALL. IV WOOD C14P . 3"BERM TIGHTLY COMPACTED ULCH IN 21 0 ORIGINAL GRADE IN PLACE TO FORM WATERING BASIN.LOCATED OUTSIDE OF PLANT PIT, SHOVEL CUT EDGE COMPACTEDNATIVE „1111111 111111- � IL ROOT BALL NATIVE BACKFILL WITH = NA11VE BACKFILL WITH NO ROCKS GREATER ®I( I I 1-1 I I I I I Na ROCKS THAN 3® TER _� THAN 3"DIAMETER _ I I(-_ 11 (( -EOTQUS AL }TOTAL ® ROOTiBALL OR PLANT PIT TO BE(2) I-III EARTH ANCHOR -III= PIT TO BE 2 TIMES THE WIDTH OF y, - TIMES THE WIDTH OF ROOT NOTES: THE ROOT BALL El I I-T =�- -_ UNDISTURBED NATE SOIL. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL �I I(=1 I I=III= I I 1-III=)I I I`I I I=)I I= SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. NO WOOD CHIP MULCH _I�_ _ _ _ SHOULD BE PLACED OR �- I- I-�_ I� ®III®III-I�� �= NOTES: 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND ALLOWED TO REMAIN OVER I I=I 11=1 I ISI I I=I I I=I I ISI 11=1 I 1. INSTALL cuts o TAUT INTO EDGES AT GROUND COVER AREAS. THE ROOT BALL, TION OF LIMBS. I- I 2. WI BE OR . MOISTEN MULCH R INSTALLATION TO ASSIST IN COMPACTION. I I-III-I I-I 1 I-I (=)I CRIMPED NOT TWISTED. 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. UNDISTURBED NATIVE SOIL. TOP VIEW NOTES: 1.REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL 2.STAKES TO BE PLUMB AND PARALLEL. 3.STAKE TREE PERPENDICULAR TO PREVAILING WIND. IL IS 'Vff 1k A .000111M T b"T"U" .5U`3 1 V I N 0%T U t003 E U` N U`T U S E MUL"H INt"il"AWLA"flu"N t"'i T ru"' 5 Oft 'ft D STAKED TREE u" N Sl 0%PH`E t"i T D. 5 0%5 (B) T R E E GO%U I N PLANTING NOTES STORM D Nlu�IUTREs oUNO BCR �NIDSCA pj� XERISCAPE ASSES"SMEIN'T Z""03%Y Z'm 3T E M ZS`U M 111VAIARY �� ,� .wrry y DIAL FO YOU DIG a� M �'s REFERENCE C r 1.CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS 1.800-422.4133 POINTS R VT 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. 4 L/ CLAIMED (Sheet /Ref. ) 2.CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND w SIDEWALK U>7u•rY n ure I. LANDSCAPE POINTS BACKFILL REQUIREMENTS. 5 S•L• AT LEAST TWO PLAY IT SAFE. A. Water-conservingplants 20 L-8 t0 L-11 U I DIAL BEFORE WORKING DAYS en a 3.CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,ETC.,AND SHALL TAKE I- PRIOR TO 0 SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGOUND FACILITIES. I CURB AND GUTTER-/' METER 10" 5" U .�, YOUDI GI o EXCAVATING Date B. Turf limited to 25% 20 L-8 to L-11MIN. MIN. WI srgT C. Plants grouped by watering need 1 D 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 OF ROOTBALL TO EXTEND 2' OF CA�-e� 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 D. Hardscape (non-irrigated} surfaces 10 L-21 L3 SPECIFIED,AND THE WORK APPROVED BY THE CITY, ORIGINAL GRADE FROM TOP OF ROOT BALLTO F.G. E. Low-water turf varieties 5 L-8 to L-1 1 NATIVE BACKFILL WITH NO ROCKS 5,ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL W GREATER THAN 3"DIAMETER. F. Mulch provided in non-turf areas 5 L-8 to L-11 L12 LOCATION OFALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. _ _ � SIDEWALK � ; � 1-III- PLACEMTOIGHTLY FORM WATERING BAIN SIN. WORK, G. Soil amendments 5 L-121 L13, L14 6.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF FH DRIVE S.L. o.� WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BEU I APPROACHU `p 4 ;III;I CITY - EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. CE I(- III- DESCRI I T TOTAL POINTS CLAIMED: 75 �" �" CURB AND GUTTER 'tr -III I I^III_ 7.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED 5' 10 10' 111111111''i loomommommoommoommommil II-1 I I ElMA 1 G Minimum points required: 60 SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. MIN. MIN. * -III - -I I '17"' OF RANCHO CUCAL UIN A UNDERGROUND I®I ROOT BALL III-� 8.WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO STRUCTURE eg. I _ _ _ _ _ PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. CATCH INRL NUE TRANSFORMER VAULT, I-11I I -_-_ - - -_-III PLANT PIT TO BE(2)TIMES THE . I R R I GATT ON Poi NTS NOTES: -III-I I ISI -III®III-111-1 I I= W1Lz5uNk ' AVEN t-\N U I I- WIDTH OF THE ROOT BALL. A. Low-gallonage Irri irrigation system 2Q L-5 to L-7 9.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. (-I ( (-I( (-III-III--) ((-) I I-I I 1=1 I I NO WOOD CHIP MULCH F B"" L U E GO" r R"A zo 3"zJm5% A V E N mum E g y 1. TREE SPACING SHALL CONFORM TOP S APPROVED BY THE CITY ENGINE _ _ _ _ SHOULD BE PLACED OR 10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT -111_1 I I_I I I-III-I I I_I I I_I I ISI I I_ ALLOWED TO REMAIN B. Automatic controller 20 L-5 OVER THE ROOTBALL. BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE CRITERIA AS APPROVED BY TRAFFIC ENGINEER. I-III-III-I I (-I I(-I I( I I-I I(-I MWD PAKINWAY LANUZ5UAPINU C. Designed t0 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 st PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. D. Rain Sensors 5 L-5 4 CY.NITROGEN STABILIZED SAWDUST 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND HP Lt-\INN T I I&11 "A "'E" ETAIUS' E. Wind sensors O L-5 120IBS GYPSUM FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY UNDISTURBED NATIVE SOIL. 125 IBS GRO-POWER PLUS OWNED WATER & SEWER LATERAL LINES. F. Sensitive to slope factors 5 L-5 to L8 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. 11.LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT Y• • GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. Mulch is to be"WOOD CHIPS#3"or equal. GRADING 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE NOTES: ®• T TAL POINTS CLAIMED:E D: �� OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO ENGINEERING DIVISION. 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE O O S C 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. DESIGN C DIED Minimum points required: 60 _... STANDARD PLANS. ARTESIA SAWDUST-Ontaira,CA L (909)947-5983 DIRAWN Withers and Sandgren, Landscape Architecture P E H� / 3487 Qa�an Maw ul®vard, Sulta A 1 GI®ndale, CA 91208 AU M • 1 ra IK LmUU K N "L 00% P E TREE F E E INA T ti T U5 1 11TA1 N E U ti U ® 507 CHECKED Tell: (818) 236-3006 Fax: (818) 236-3088 .I I LW 2165-L 07/31/2007 SHEET 12 OF 12.