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HomeMy WebLinkAbout1990-L DEVELOPER/OWNER i LANDSCAPE ARCHITECTURAL PLANS TRIMARK PACIFIC HOM S FOR WILSONEAST3400 CENTRAL AVENUE, SUITE 145 AVENUE & TRACT 16113 LANDSCAPE MAINTENANCE DN0 . 7 RIVERSIDE, CA 92506 PH: 951.369.1071 NOTE: FAX: 951.369.9196 CONTACT METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA PRIOR TO ANY WORK CONTACT: PAT MAHER IN THE VICINITY OF THEIR FACILITIES VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE UmED 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 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-2 CONSTRUCTION PLAN 3, ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND TH>z'�URRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-3 CONSTRUCTION PLAN WIY 5'ON AVENUE - 241H ST. 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L-4 CONSTRUCTION DETAILS DAMAGE INSURANCE AS REQUIRED BY LAW. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-5 IRRIGATION PLAN 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY" INSPECTOR, AND ALL L-6 IRRIGATION PLAN BANYAN I PROJECTRECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-7 IRRIGATION DETAILS LIJ7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L OCA TION HAVE BEEN APPROVED BY THE CITY ENGINEER. L—S PLANTING PLAN ~ 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT W L'9 PLANTING PLAN 15 WIDE FLAT AREA AT THE TOE OF SLOPE. 9. UPON COMPLETION OF INSTALLATION, ESTABLISHMENT AN BL SHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-1 O PLANTING DETAILS ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE 1-11 IRRIGATION SPECIFICATIONS 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 WITH PROPER 1-12 IRRIGATION SPECIFICATIONS COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. V/C//V/ TY MAS 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L-13 CONSTRUCTION / PLANTING SPECIFICATIONS NTS 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: L-14 PLANTING SPECIFICATIONS BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 8" DEEP CONCRETE HEADERS BEING A SUBDIVISION OF A PORTION OF PARCEL 1 & 2 OF PARCEL MAP 28/77AS RECORDED IN BOOK 225 PAGE 12 OF PARCEL MAPS COUNTY OF SAN ERN BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - Cr" WIDE X 6" DEEP CONCRETE HEADERS B AR D I N 0, BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE Er WIDE X 6" DEEP CONCRETE HEADERS STATE OF CALIFORNIA. BEING IN SECTION 28, TOWNSHIP 1 NORTH, RANGE 6 WEST, 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY, APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE SAN BERNARDINO BASE MERIDIAN, IN THE CITY OF RANCHO CUCAMONGA. FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. LOCATION / MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. CONSULTANTS * 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. LANDSCAPE ARCHITECT. * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. _ * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. M LMD MAINTAINED AREA SJA 31726 RANCHO VIEJO ROAD, SUITE 201 LANDSCAPE QUANTITIES SAN JUAN CAPISTRANO, CA 92675 PHONE: 949.276.6500 FACSIMILE: 949.276.6506 .,f WILSON AY. 9!4WILSON AVE x4 SQ. FT. Q44 1 T AVE. CIVIL ENGINEER• It : x BBL , 12,519 / 1,88 _ . - - - - • - - • - - - - _ • • . 1 ,462 / 4,605 ASSOCIATES, INC SOFTSCAPE 9 SQ. FT. "F M�E 1620 S. GRAND AVE. D.G. TRAIL i . . i i _ • „ • • .12 574 / 0 SQ. FT. GLENDORA CA 91740 NOT A PART , i. `¢ R SIDEWALK 4' WIDE• - • • • ,. _ • _ • _ • • • • • • 0 / 1,510 ,S Q, FT, PHONE: 626.914.6256 FACSIMILE: 626.914.5756 ¢ _. A I p R .456610 S Q. FT. �;� -� � .� :. T�. :� �� � �� �. SIDEWALK (EXCEEDING 4' WIDE) • . _ . . i 3 � TRAIL FENCING. 62210 LN FT 'V y w t s, : &# Y - CITY MAINTAINED WALL cli C A � � � - - - - - - - • - - - - 0 / 461 LN FT �Ip . } p f .. t TOTAL 4 20 S �3R .,. @ • a 7 IL TOTALACRESi _ i - - - - - - - _ - - _ _ 1.08 ACRES DESCRIPTION OF REVISION DATECITY APPROVED: 112 EAST AVE. � - ' .4. � �+ CITY OF RANCHO CUCAMONGA r O EUCALYPTUS NICHOLII. 6 TITLE SHEET w ....° GEIJERA PARVIFLORA . _ _ . . 1 ;:" : :��sz . 1 _ 1 . _ • • 1 • • _ • . 3 WILSON AVENUE LMD ° LAGERSTROEMIAI. - NATCHEZ' _ . _ . • _ • . • _ . • 4 EAST AVENUE LMD II TRACT NO. 16113 ata*` 1 y ts'r: k ��; WILSON AVE. s . � 1D CAp3 APPROVED B Y DATE UNDERGROUND SER ME ALERT BENCHMARK ----- '�� PRUNUS CAROLINIANA. • _ i - _ „ i • 9 rya p` �L SMIr `��,� CITY ENGINEER R.C.E. N0. 24953 BM NO. 10089,AT 2 BRASS DISK • • i „ • • � DESIGN 31726 RANCHO VIEJO RECOMMENDED If � ROAD SUITE 201 CALL: TOLL FREE I CONCRETE HEADWALL AT THE ,� 1 � SOUTHWEST CORNER OF SUMMIT L I G U ST R U M JAPONICUM, • • . 1 c� DS SJA San JuanCapistranoIT 201 '--800 AVE. &EAST AVE. • • • • • • • • • • • • • CA 92673 Si DRA WN SHEET 221-2600 «�AnoN �go�.o3� LAGERSTROEMIA I. 'NATCHEZ' . • _ • • , • „ „ • „ i 4 �`� �3' �� BE �- 10F 14 L�' 0 p, x X CHECKED EXP. 1/30/2008 R.L.A. N0. 3132 DRA WING NO. TWt� NYJRK/NC DAYS BEFORE YOU DIC N.T.S. TOTAL STREET TR q� 1/30/og �. A EES . • - - - - - • - - . • _ - - • - - - 49 RA DATE., 5/22/06 FILE NO. 1990.-L PRCVECr SHE E — — — — — — — — -- — — — ........ I x — — — - — — k 3# i 33 S �. ,,X.,:. 4« a E b , . .. . v. 1 Fd 'lS@ d "., r _ ad*,=awa<" t. I Kr , 7 . EXISTING WATE£I LINE I MWD FEE PROPERT £ FUTURE W R LINE 4X X ■ pd 19' 76'-6" 38' 40'-6" 39'-6" ..4. '-6" 36' 38' WILSON AVE. '� WILSON AVE. . WILSON AVE. ST LIGHT 36"X24' WILSON AVE. 6 5' 2 5' S' S' S' 5' S' S' S' 5' 5' ..: 36"X24" 2 7 ::. w: a ,... , , , r A - SHEET 3 ILS PLAN 24"X24 6 5 5 5 5 r ",_,. , „we a v J v,f ,.:' .,."fie ,.. a:. +1;.. .. :.,#..:.. L_- : ... a. :. • •,• 3 f;fn7.`}h., : !> rt:`: a.. ems:f d : w. .E.. .6.f . . .c4`::. .. . ..,. .., .. :. "�'?"? <.dt • ° • � . .K: �: m. � �. � • 24 X24 ... ,.. ,. I' ..,., . ° . • _.. ,.�.,,: -, _ 36 X24 : Sr4'° .> a � .. .: , .. .:,:. ...F '.; .:X. ,. ..;9P a+°d.it Yir '. , ► •'� q' ''K. Y.. ' 'R":: , �' 36 X18 • • v` ? � �ss� .�:: r� � 'p, � � � � e � � � o a — � � .. �:• X18 '• �,. ., _ I u , � sx 24 p ► � $ � 2 24"X18" . .• t f � —' --�,...., -�-� »�" — n i •. , �• 24 X24 °..•' I .... : 2 ,, «: • EXISTING SIDEWALK �;' ' : ,` . y 4"X 8" FUTURE WATER LINE •:��•,• £ v 1 w.,: 36"X24' x � 24"X24" - 6�� 4:• •'a 36"X24" 1 96" PIPELINE I�,.. a TRAIL FENCE TO END AT BACK f " •� 3 2 a, 15 2� ► •. OF SIDEWALK 'a • 14 STREET LIGHT E'' .� .. ¢" , 14 ,.... .. : + 3 1 14 15 ' ° a.. ♦. SEE CIVIL'S PLANS COMMUNITY TRAIL PASS - THROUGH EXISTING WATER LINE r ' `�' ►� ' E , :B: . • ° •,' .' .. °• •,• •'. _ TY STANDARD DETAIL r� 7 ► .. �~ PER CI I ► -— - - - - - - - - - - - - - - - - RIGHT - - - 100?-B - - - - - - - - - - - ° ' TRAIL FENCE TO END ------ — - ----- ----•---- - ----•-- ----------- -- ----- ----------------------------- -------- — ------ - 8 ----- - -- ------ --- -- - -- -- ----------------------------- _7 - - - �--- — — — -- v. -- — ------- — --- -- -- -- - — — — Tj' \ \ ,� T� ♦ ,\\ ��' p�; •,�,., ,..„� / I x \ � r \ i / F ' / 1 / , / / • • ` r )_�Pi AJO 11_111,, ♦ 4 .T-, \ I I / / 9 I v-0 4 \ \ � 77777 \\ riw . w • r 7 \ Y'Y s- f I r \ - \\ »,,... \ L� f\. .c.. ,,,,, ., w �,. �� ......,.._ ,. w ... ....,,, n m:::.... -- — — c ... .-. ... ........ ....... .... ...... ...... ... •mss'^— .. .:. .,, .... ... �'� T 7- „ — „»,,... Ilc:a111K Ni,•h.. ..:fI111NM`C :,. >:AM11R':::.. >y:: ,: :a:;<.hW "^f.. .::.:.. .,.. v«.._, .::::.. :.. -s•••->�•-+Irrr +rrEr.�.�rr�tr f,wr[Br'.�.•. ��»- ... _:.3f' , ...,.. :'- /Mft�nrNN•,... .__ :... .. ... .::.. ...:..._ ,.... .::. .._.... ...._ _... p f \ COM1I III 1(€'1 � fL PROPERTY/R.O.W. .: d 10 c 10 REFER TO STR ET CO I PROPERT /R.O.W. PE IMETER BLOCK WALL '• , , I , I IMP OVEMENT ETER BL A SHEET 3 LINE (TY .) - s , LINE (TYP.) - HE ER TO FENCING PLANS RIGHT OF WAY O L— K DRIVE \ " TO FENCING PLANS iF A . .. I..w I . � ~ , R FER M � � � ._ ��� ;�,,,� �-•`- � r �APROA H INSTALL CITY a I., " TT`A DA p 101 YPE R-1 IDI$ :D; I-V APPROACH > ' x s • i I IIS ,.T SE MEDIUM BROOM tD� O ,: ! " fN F ISm I A ~ o a D O GUTTER--f� E CONSTRUCTION NOTES 3 __ 4w w I. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS M -I KNOWN DURING DESIGN.DIFFERENCES SUCH EXIST CONDITIONS ONS SHALL BE IMMEDIATELY """ d .. --. ..:. BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. FAILURE TO GIVE SUCH NOTIFICATION SHALL RESULT IN THE CONTRACTOR ASSUMING FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS. ■ 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILI'T'IES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED 3 � : DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH 76'-6" — 19' OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. 4. SEE CIVIL ENG. PLANS FOR VERTICAL CONTROL, WHERE APPLICABLE. WILSON AVE. "'� 5• CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS 5' S' S' � UNDER PAVED AREAS ,,,•:,:� AS REQUIRED. REFER TO IRRIGATION PLANS. i. I� 'r w " . PRIOR TO PLACING CONCRETE OR AC, THE CONTRACTOR SHALL �1 8 SUFFICIENTLY COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE _ 36"X24' " �r � PREPARATION PER SPECIFICATIONS. 7 CONCRETE/HARDSCAPE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 2 8. ALL CURVILINEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL r 1 I — — — — - �•J —� * f ¢ v CONSTRUCTION LEGEND HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS 36"X24' ► MUST BE INSPECTED AND APPROVED HY CITY INSPECTOR PRIOR TO ► . .. '• !, BEGINNING THAT PHASE OF WORK. 9. UNLESS OTHERWISE SHOWN, ALL WALKS SHALL BE 4" THICK ' 1 CONCRETE SIDEWALK- REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. NATURAL COLOR WITH A MEDIUM BROOM FINISH. a , ► 14• 15 ►� : �i L, • . 12 10 CONSTRUCT 10. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH WRITTEN '- O C COBBLE PAVING PER CITY STANDARD DETAIL 542,SHEET L-4, DETAIL D. GRADES, AND/OR DIMENSIONS, THE WRITTEN INFORMATION SHALL "`" CONTRACTOR SHALL CONSTRUCT MOW CURB AT EDGE OF PAVING AT PLANTING AREAS PER CITY TAKE PRECEDENCE. -- - -- -------- — ---• STANDARD. 11. SEE CIVIL ENGINEER'S PLANS FOR LANDSCAPE DRAINAGE SYSTEM ?T t �3 TRAIL FENCE PER CITY STANDARD DETAIL 1010-A-SHEET L-4, DETAIL C. _ w, CONSTRUCT COBBLE PLANTER WALL PER DETAIL A SHEET L-4 O , 6' HIGH CMU BLOCK PERIMETER WALL- REFER TO PRODUCTION FENCING PLANS NOT A PART WALLS TO BE CONSTRUCTED ON PRIVATE PROPERTY- NO WALLS OR FOOTINGS SHALL ENCROACH INTO L.M.D.AREA Og CONCRETE GUTTER- REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. P RIMETER BL A� t �, �d R FER TO FENCING PLANS € O STORM DRAIN VAULT- REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. / I / INDEX IAP CORSET MCP I Y STANDARD 101 TYPE R-1 DRIVE APPROACH -REFER TO CITY STANDARD DETAILS&CIVIL'S I T PLANS TO BE 12 WIDE TRANSVERSE MEDIUM BROOM FINISH DESCRIPTION OF REVISION DATE CITY APPROVED C7 \/ Ate °z d �$ r �° k O CONSTRUCT 20'WIDE D.G.COMMUNITY TRAIL- REFER TO CITY STANDARD DETAILS 1006-B& 1007-A&CIVIL'S r/ € S OR THICKNESS& HEADER MATERIAL, SHEET L-4, DE G. O I� 9 YA , YDETAILS S 1 CITY OF RANCHO CUCAMONC,�A CONSTRUCT CONCRETE HEADER -SEE CITY STANDARD DETAIL 534- DETAIL E,SHEET L-4 • F -:. .: � �,[�.RAY k �.S,`r.. K 5X Yr'%�*� .. '>u, fid'£ 8'WIDE TREE WELL CONSTRUCTION PLAN ' O FEEDER TRAIL ACCESS GATE- REFER TO HOA/COMMON AREA PLANS •w 13 PRIVATE TRAIL- REFER TO HOA/COMMON AREA PLANS-NOT A PART WILSON AVENUE LMD ;sy�. / •�'�"-:�. : Ni?x..35 a�� O Y I O AST AVENUE LMD I j: Y, N. 14 CONSTRUCT CONCRETE V-GUTTER- REFER TO CITY STANDARD DETAILS&CIVIL'S STREET IMPROVEMENT PLANS 1" - 24' „x :::-:- -: € DO NOT ALLOW ANY WATER TO DRAIN OVER TRAIL ` � F TRACT NO. 161.13 �g �{ g 1 g BOULDERS- TO BE 24'-36"WIDE AND 18'-24" HIGH SEE CITY STANDARD DETAIL 542-A, SHEET L-4, DETAIL F. REFER TO PLAN FOR WXH CALLOUTS. - q 7:7 � . APPROVED BY / De' DA TE UNDERGROUND SERVICE ALERT $ia CITY ENG/NEER R.C.E. NO. 24983 a q} M" Y; $ fy,•- °S#^ ''' f:` (' '•'" y"' CALL: DESIGN 31726 RANCHO VIEJO RECOMMEN ED y TOLL FREE __L__ k "Ti " ... - * or, D.5' ROAD, 3UITB 201 r x c:40 s .ar �V oo S GN�TURE l7i • Bks a • .> €; yesx r c SttSriO `' ovso/oS � CA 92675 C .;: ., � O DRAWN Capistrano SHEET w x i N T.S µ r!r� v� ! � 227-26 AL1g BE N. S. ., tff'�fff�„�'"v„. / .wSe£4 > p "° n'J4, -` 14 V N K� a a U / TWO OVRKING DA YS BEFORE YOU Dn OF R„ 92�' S`I r >: "v CHECKED EXP.1/30/20011 R.L.A. NO. 3131 DRAWING N0. RA DA TE S/22/06 FILE N0. 1990— (D—SEE MATCHLINE - C CONSTRUCTION LEGEND � � � � � � THIS HIS SEET 1 CONCRETE SIDEWALK- REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT� O. ® E PLANS. MEN f I w t ,.: r. #•;._ :,: e 2 CONSTRUCT COBBLE PAVING PER CITY STANDARD DETAIL 542 SHEET L-4 T O , DE ALD. 5 CONTRACTOR SHALL CONSTRUCT MOW CURB AT EDGE OF PAVING AT PLANTING AREAS PER CITY 8 8».. i ., STANDARD. LL.Y,,,.DR.O.W. { " LINE (TYP.) wO3 TRAIL FENCE PER CITY STANDARD DETAIL 1010-A -SHEET L-4, DETAIL C. � ' '•' � � ' � � � `�.:.. .,__�.�,,....0 �, r ,..,,a AT FACE OF � �, STRE)JT LI .,,, PERIMETER WALL d� H x 6 CONSTRUCT COBBLE PLANTER WALL PER DETAIL A SHEET L-4 Y SE IY Il.. PL.ANS,::.. » ,:..,.., :..» ........, q q ,: 10 O y_ PII> <Y' RIVE I 1 f - O 6'HIGH CMU BLOCK PERIMETER WALL- REFER TO PRODUCTION FENCING PLANS-NOT A PART . ac TR ». � .� : L3 TO BE CONSTRUCTED ON PRIVATE PROPERTY NO WALLS OR FOOTINGS SHALL ENCROACH INTO L.M.D.AREA CONCRETE GUTTER- REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 6 ,.. . b' P. w _.: , _ I STORM DRAIN VAULT- REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. ."�"' �-•••'» bre.r € ° ''d •' .' (�$ CONSTRUCT CONCRETE TRAIL CROSSING - REFER TO CITY STANDARD DETAILS&CIVIL'S t a? co € r~ PLANS FOR FINISH&THICKNESS. • ' x' c .M ,10 g CONSTRUCT 20'WIDE D.Q. COMMUNITY TRAIL- REFER TO CITY STANDARD DETAILS 1006-B& 1007-A&CIVIL'S C5 L_J PLANS FOR THICKNESS& HEADER MATERIAL, SHEET L-4 DETAILS B&G. 9 ,'I LI1 P.) ` 13 �� N" # AT C OF k 10 CONSTRUCT CONCRETE HEADER-SEE CITY STANDARD DETAIL 534 - DETAIL E, SHEET L-4 a € \ #� PERIMETER ALL R .. °0 1 1 8'WIDE TREE WELL (. • ' 4 ",� v. �' ; ' 12 FEEDER TRAIL ACCESS GATE - REFER TO HOA/COMMON AREA PLANS O PRIVATE TRAIL- REFER TO HOA/COMMON AREA PLANS NOT A PART y .�� �g I y E- € 14 CONSTRUCT CONCRETE TRAIL CROSSING - REFER TO CIVIL'S PLANS Ox' w D # I AND SOILS REPORT FOR THICKNESS AND SUB-BASE REQUIREMENTS 5 f W € 15 BOULDERS-TO BE 24"-36"WIDE AND 18"-24"HIGH SEE CITY STANDARD DETAIL 542-A, SHEET L-4, DETAIL F. REFER TO PLANS FOR WXH CALLOUTS. yNI € € PERIME ERS a� ( 1 ( BLOCK ALL u - ' :s, REFER 0 FElC1N r � ��NS Y� •; ��,� : .m »,, TIER, � {....... w DIA. £, • $ � r kI)KAIN xK dx r R.O.W. �� I 4 PIPE WITH ' LINE (TY .► •. -� CURB COR AT FAC OF i PER STRE ' ;` ERIME ER WALLI I �' k _ IMPROVE E ENI`' .:` .. I ,• . X��qy �, .::::� I R.O.W. / PROPERTY LINE ® FACE OF . PLANS 2 € M a z s PERIMETER WALL „ • .. v � ►� A r cv3 C , i 6 ��.. a: 9 sr + H +' t • PERIMET R y � BLOCK W LL �x• r 13 oo >_ REFER T . •��'*` FENCING PLANS B w £ 4" DIA. r r 6' PERIMETER WALL OTHERS ;�Y ... DRAIN tl J ;; .. W t 10 T Y , COBBLE RETAINING o . V d 4.P :... . WALL PIPE ITH ,gyp R.O.W.— CURB CORIJ A ��` DINE IT P.) . : . ���; .. £ PER TREE o ' ME ERFWA L i� IM ON NT {.» + . 1 • e £ PL NS FINISHED GRADE CURB h GUTTER ..t—.�— • , • • w e Z STREET 01 DO r w (10 I ryp �< . Ty, FOOTING TO BE OUTSIDE OF CITY R.O.W. SIDEWALK OF WALL r.. • » -Puf LLY..-DRIVE . A a SECTION B-B € � y 4'-6"TACTUAL • .:. /` = • €t� .,, $ 10' SIDEWALK 4'-0") 7'-6" ® ® ® ® No '� LINE P.) AT- CE OF C S E E M A T C PERIMETER WAL d LIME = C w . � THIS SHEET 3 F W /' � � * INDEX MAP M,_,:__ w MAP „...,... 1" - 20- _6-34'E 20 _f=j.a'� <''�'4�.l%r wit—sl..,f 3 4 f �d qq t ..a..ihk < L.w .....:.....J..�,. .. . .�...v..#c.V»...:..�:.0..:... ..:....:. ... .:: ..,... r+.y,. c......,,�;.�..,:::s:x�.3:�»sem. .,..,...�.;,:... %x'.�xa��«.i:s;Si '•'g .�. ....,:.,:.•...::,:.,..w....�:�'t<:#�::<sh:;�'r'....:�:::'a..� :x:.tsu.;:::r:s:,t �>�:»''.2 ..,,� ,r.: t� c �� .. +1 a a� UNDERGROUND SER ME ALERT — CALL.- E SMi E �I I L• TOLL FR ti'?~ wa 1 QOO 313 227���� SIVA F6( . ” sA s 7 i r 'dye 4sr g '� .:. • TWO WORKING DAYS BEFORE YOU DIC 01/30/08 1� z.?# . R r+K ffi T ^4,� is .a:...9 '% $ 3•'': x '�° ... ,at,.,. 8' �,i $f , :::. OF FENCE I r I DESCRIPTION OF REVISION DA TE Cl TY 3 `f .......: ........... APPROVED R.O.W. / PROPERTY LINE AT FACE OF PERIMETER WALL CITY OF RANCHO CUCAMON( A 6' PERIMETER WALL }� CONSTRUCTION PLAN TRAIL FENCE SIDEWALK "' N.T.S. 1 ' • • ., WILSON AVENUE LMD EAST AVENUE LMD COMMUNITY TRAIL TRACT NO. 16113 APPROVED 8Y DA TE i CITY ENGINEER R.C.E. NO. 24953 DES/GN 31726 RANCHO VIEJO RECOMMEND DS ROAD, SUITE 201 San Juan Capistrano FOOTING TO BE OUTSIDE OF CITY R.O.W. DRAWN SJACA 92675 SHEET BE L-3 of 14 SECTION A CHECKED EXP. 1/30/2003 R.L.A. NO. 3132 DRA WING NO. RA OA TE: 5/22/06 FILE NO. 1990—L. 8'-01 D.C. 5"X5'PVC POST RAIL ENDS TO BE CENTERED ON POSTS 2"X6'PVC RAIL LEGEND n 11JL_ _JL- MOUNTING BRACKET 1. RIVER ROCK COBBLE (4" -6"). ROCKS SHALL BE PVC FENCE POST CAP EVERY POST: SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE BOULDER SIZE AND MOUNT WITH CLEAR GLUE DISFIGURATIONS AND EXCESSIVE IRON CONTENT LOCATION PER PLAN R (TO BE APPROVED BY CITY). CONTRACTOR SHALL INSTALL MASONRY ANCHORS C2 16" O.C. EXPANSIO oAMN JOINT n a 2. CMU WALL (PER CIVIL PLANS) ANSK) • 5"X5'PVC POST 11Z RADIUS O - 3. WATER PROOF MEMBRANE. n 2^x6•PVCRAIL SUPER BLOCKADE BY MERLEX STUCCO INC. PH: (714)637-1700 • RAILS RIBBED FOR STRENGTH. I I t €. 4. 90% COMPACTED SUBGRADE 5. 4" PVC DRAINPIPE W/1 CU. FT. 3/4" DRAIN ROCK / "'"E;` 13 :,,,; { 3 PER L.F WRAPPED IN DRAIN FABRIC. DAYLIGHT 0 AT CURB FACS,. RAILS SHALL BE MOUNTED ON TRAIL SIDE OF POST9 O�Q�ooO 6. ADJACENT SIDEWALK 9 UNDISTURBED NATIVE soM. REF TP° TRAIL CONCRETE HEADER PER$TD.N0.534. a 7. WATERPROOF MEMBRANE FINISH GRADE O a O- 8. PERIMITER BLOCK WALL (PER CIVIL PLANS). \ \ £ l 9. 1/2" EXPANSION JOINT NOTA - CONCRETE FOOTING AND 1r NOTES: 4'DECOMPOSED SONOTUBE REINFORCEMENT PER CIVIL PLANS 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE A3 GRANITE FORMED FOOTING NOTES: SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 1. RAILS SHALL MEASURE EXACTLY 2•x B•. 5. CAP ALL POSTS AND ENDS OF EXPOSED RAILS 2.1 re POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 2. POST SHALL MEASURE EXACTLY W x 5•. B. EVERY THIRD PVC POST AND ALL PVC POSTS 3. ALL FENCE MATERIAL SHALL CONSIST OF 1009E MONO- LOCATED AT CHANGES OF DIRECTION OR END POSTS 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTx)N PLAN. EXTRUDED VIRGIN PVC WITH A MIN.OF 8%T102 ARE REQUIRED TO BE FILLED WITH CONCRETE 4.sox COMPACTED sub GRADE. THROUGHOUT THE PRODUCT.MEMBERS AVAILABLE 7• STAINLESS STEEL SCREWS SHALL BE USED FOR FROM COUNTRY ESTATE FENCE OR APPROVED FENCE CONSTRUCTION. ALTERNATIVE. S. RAILS SHALL HAVE TWO RIBS ALONG THE ENTIRE 4. FENCE MATERIAL SHALL BE UV RESISTANT AND LENGTH OF THE PRODUCT FOR ADDED STRENGTH. WHITE IN COLOR. 9. TRAILS ON CURVES REQUIRE SPECIAL DESIGN. 10. SEE TRAIL NOTES STD.NO.1001 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BV: STANDARD PLAN � APPROVED BY: COMMUNITY TRAIL: STANDAIto PLAN BOULDER PLACEMENT 542-A _ PVC 2-RAIL FENCE 1010-A CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. SHEET 1 OF 1 R.C.E. SHEET t OF 1 F BOULDER PLACEMENT DETAIL I C TRAIL PENCE DETAIL A COBBLE PLANTER WALL CASE 1 MORTAR EVEN WITH FLAT SIDE UP CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. PRIVATE 2% COBBLESTONE SIDEWALK 15• LOCAL FEEDER TRAIL 1.VERTICAL GRADE:The following grades shag be observed: +- ,) 1 SPLIT RAIL 0.-591 optimum �a �� \ °4 POST TO CHAIN GATE OPEN0%m ximurn for distances over feet 2a 15%maximum for distances Im ed o 500 feet or less. _ 4 . . •'a 4 4 e e . 4 209E maximum permitted only in extreme cases and for short distances under 100 feel,and only in cases where no vehicle GATE WITH STEP THROUGH SOH.SURFACE RADIUS OF B• access is to be expected. r MINIMUM CONCRETE BED ( UNDERNEATH COBBLESTONE SEE BELOW 16 BACK OF o a o EACH SIDE OF BARRICADE 2.CROSS SECTION:2-4%optimum,6%maximum in approved location only. P.L.) CASE 2 BOULDER PER STD 542-A BLOCK WALL (LOCATE PER PLAN) Y MIN.SOIL DEPTH AT 3.DRAINAGE:Where tral gradient exceeds 4%,water bars,splash curbs or other EDGE OF COBBLE LriMOW STRIP diversionary devices may be required.Location d drainage devices to be reviewed ---� COBBLESTONE and approved by the Trails Advisory Committee.Decomposed granite stabilizer CONCRETE HEADER-1/r RADIUS -� PLANTE AREA shag be used.Stabilizer shag be from Gal Materials,Inc.or approved equal. PLANTE AREA EXPOSED EDGES AND FINISH PER PLAN xI 48"MIN-70' PVC TRAIL FENCE END POST N PER STD.DWG.1010 4.SIDE SLOPE CUTS and FILL:2:1 maximum;2%maximum between curb and tral. 1'IN LAWN (INSTALL AT GRADE LEVEL AT SWALE CONCRETE HEADER TRAIL r IN PLANT BED CROSSINGS) 51 max turf d 3:1 max shrubs/ground cover behind traN.Occasional slops 3-1 N MINIMUM = variations will be considered on a case b case basis and wig 8'MAX. y require approval 8'OR 8' CONCRETE BED � PARKWAY by the City Engineer. SEE NOTE 2 I FINISH GRADE CASE 3 JJ a" I�24•-,I r I = T-18' 18' 7'-1 iV V CHAMFER AT 450-`I I- -I f`- S.SURFACING:Trail surface shah be stabilized decomposed granite with 1 inch minimum r MAX MORTARED STONE SWALE B'CURB base.Remove rocks and debris and grade surface smooth.Stabilized d. is available rr_ r PVC FENCE CONCRETE DRIVE from Gal Materials 909 279-1095 or roved equivalent Stabilizer organic binder _ �r- y_4> - DEPTH APPROACH 1r MIN. STREET ( ) PP q a >.:`�... J� STREET TREES pFJ2 CITY OF R.C. shah be incorporated with granite fines by the use d a pug mill to insure proper ration -III-III p!:a' -III-I I -I 4• r 8'X W CLEAR PINE POST' of stabilizer to granite fines.For each Y lift evenly spread the material over the area, I _ STD.DWG.101-A / TREATED WITH CHROMATED grade and smooth.Thoroughly water entire area to ensure that the entire depth is moisL -I I III-III-III- COPPER ARSENATE PER 204-2.2 Rog the area with 1000-30001159.of weight Prior to use allow the finished surface sufficient time to d On the side to which the water drains,build u the compacted a (GREENBOOK)SET IN CONCRETE ry. D D • 4'CONCRETE BEE CONCRETE culla d.g to a finished surfaced 114'-1/Y above concrete curb,allowin the water to Q -a COBBLESTONE BENEATH COBBLE W1#3 BAR 20 drain over concrete curb into adjacent planting area. g -III #3 RE-BAR CONTINUOUS METAL PLATE TO STOP THE 4' FINISH GRADE UNLESS OTHERWISE INSTRUCTED 7 MIN./4'MAX RAD. GATE FROM SWINGING INTO S.CLEARANCE:All trees shag maintain a 10 foot minimum clearance.Adequate sight ( ) €s THE PUBLIC R.O.W.AND 114'Tmff THICK METAL FENCE POST distance to be maintained at all intersections and drive approaches.Fence line shag -I I 1-III-I 11- < CURB 8 GUTTER SEE DETAIL FOR 7' end 10 feet bads d the B.C.R.or E.C.R.in 20 foot easements.In smaller easements, N 8'PCC MOW CURB PROVIDE SUPPORT TO GATE. ;: ;. ; END CONDITION TO UPRIGHT PIPE OR PER CITU STD.534 - BLOCK WALL FLAT STEEL PLATE TO BE tv s' •' 'n" s' e' •' �- WELDED TO TCO7PP OF POST. ALLOWS GATE BLOCK WALL determination should be made case by case.Fence line shag and S foot back from . 4 4 PIPE TO SLIDE _ ' ! ! _ !: N the top d the"X'at drive approaches.Adequate access to utilties should be maintained. 6'PCC MOW CURB 10$, UNDER Fence line shah and 2 feat to either side d fire hydrant and 1 foot to either side d PLANTER - PER CITY STD 534 s o o e any street right or utility pole. AREA COBBLESTONE d HARDSCAPE 8 3' 18' 7.FLOOD and DRAINAGE CHANNEL CROSSING:Where trail must cross existing or p_ - 9 4 4 STEP THROUGH,SEE MAX. proposed drainage channels,the continuity of the trail shah be maintained by the STD.DWG.10078- construction of an appropriate crossing such as a bridge,ramp way,culvert eta Wood 4 112' SIDEWALK HARDSCAPE or transverse"medium broom"finish concrete shag be used to prevent slipping(no metal :31 �, CONCRETE FOOTING surfaces permitted}Natural streambed crossings should be left as natural as possible. JOIN AT RIGHT ANGLES(TYP.) 5112-1_ a CLASS 500-0-2500 Y MIN./,V MAX RAD. 24- I D.TRAIL ENTRANCE:Trail entrances shag be designed to provide for equestrian, EXISTING CURB '1 o pedestrian/hiking use and shag discourage motor vehicle and motorcycle access,except OR WALK S Local Feeder Trails shag provide one or more means of unobstructed vehicular access for service vehicles.Access locations subject to approval by the Trails Advisory NOTES: NOTES: END CONDITION /� \ \ Committee.Refer to standard drawings for barriers and signs.Where there is no I.PROVIDE SCORE JOINTS AT 10'-0'O.C.AND 318'EXPANSION JOINTS AT 20'-0'O.C. 1.CONCRETE CLASS 520-D-250(L WELD 114'METAL PLATE �, �� �� barrier,the tral should be posted. FOR SUPPORT. �� \\ \�\� STEP THROUGH 10.CONCRETE APRONS:For drive approaches al trall entrances or at drainage crossings, 2.8'WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED 2.ROCK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL 13E: concrete aprons shah be a transverse"medium broom"finish. TURF. BOULDERS:MAX.3'0•-MIN.1'e• FILL POST WITH CONCRETE. 1y•� FILL POST WITH CONCRETE. COBBLESTONES:MAX 19*-MIN.V WITH ONE FLAT SIDE NOTES: 3.CONCRETE TO BE 52O G 2500 MIN. 3.BOULDERS SHALL HAVE 113 EMBEDMENT,COBBLES SHALL HAVE 213 EMBEDMENT 11.CONCRETE HEADER:Concrete header shag b inch i g s 5 c C Standard between n per City a frail and 4.HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAE,AS AN EDGE 4•ALL SPACES BETWEEN STONES SHALL BE FILLED WITH q-AS3'D'MORTAR 1 PART CEMENT TO 2-211 PARTS SAND,2000 PSI 1.GATE CONSTRUCTED OF 2318'GALVANIZED STEEL PIPE. allother abutments. TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK,AND BETWEEN ALL TURF AND PORTLAND CEMENT CONCRETE.(NO"DRY?ACM 13 ALLOWED) 2.HINGE CREATED BY WELDING CROSS MEMBERS TO A 2 7/8'GALVANIZED STEEL PIPE 12.SPECIAL NOTES:Most Regional Trails follow existing a planned good control facilities GROUNDCOVER AREAS. S A SAMPLE AREA,MIN.40 90.FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING WITH n SLEEVE WITH CAP SLIPPED OVER UPRIGHT GATE POST constructed by the San Bemano County Flood Control DisVd and Army Corps REMAIN ROCK wows' 3.SINK POSTS 40'.GATE SHALL NOT SWING INTO PUBLIC R.O.W. � dEngineers.Therefore,any construction within their rights-of-way requires review and e.FINN RESTING POSITION , ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR 4.CHAIN SHALL BE 318'X 1314,X 1 114'MILD STEEL AT 18'LONG approval by those agencies and is subject to their standards and policies. 7.ROCKS SHALL O SMOOTH,SHALLROUNHAVE AND FREE OF ET OBJECTIONABLE ANDISFIGURATIONSEEPLA AND EXCESSIVE IRAN CONTENT. S.LOCK SHALL BE PROVIDED BY THE CITY. 13.Landscape areas which would otherwise drain to tral shag be required to e ALL COBBLE STONE AREAS SHALL HAVE a"xe'CONCRETE HEADER A3 AN EDGE AT PLANTING. � S.ROCK9CAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN,AT ALL TIMES WITHIN THE R.O.W. B.SEE TRAM,NOTES STD.NO.1001 collect/dispose of water through area drains. 7.GATE SHALL BE PLACED MINIMUM 20'FROM CURB FACE. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA " APPROVED BY: STANDARD PLAN APPROVED BY: RIVER WASHED GRANITE STANOA"RD P'-"" '� APPROVED BY: ° CONCRETE HEADER APPROVED COMMUNITY TRAIL: ° FEEDER TRAIL 20'TO 15'TRANSITION: STANDARD PLAN STANDARD PLAN � APPROVED BY: STANDARD PLAN 534 1% _ COBBLESTONES 542 ° VEHICLE GATE WITH SIDE ACCESS 1006-B ° ° TRAIL NOTES CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CRIT R.C.E. SHEET 1 of 1 CITY ENGINEER _ PASS-THROUGH DETAIL 1007-A _ 1001 R.C.E. SHEET 1 Of 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. SHEET 1 OF 1 R.C.E. SHEET 1 OF 1 CITY ENGINEER PATE USE WITH STANDARD SPECIFK:ATK)NS FOR PUBLIC WORKS CONSTRLIGTK)N � R.C.E. SHEET 1 OF 1 E CONCRETED DETAIL D COBBLE PAVING DETAILC TRAIL DETAI B PASS-THROUGH DETAIL DESCRIPTION OF REVISION DATE CITY APPRO QED CITY OP RANCHO CUCAMONGA CONSTRUCTION DETAILS WILSON A VENUE LMD 1,p�1DSCAP EAST A VENUE LMD UNDERGROUND SER BICE ALERT w �L Skip, TRACT NO. 16113 3132 CALL: TOLL FREE 9h APPROVED BY / / DATE 1-800 * s1 N R * CITY ENGINEER � / (/t_ R.C.E. N0. 2493,3 221-2600 P. DESIGN 31726 RANCHO VIEJO RECOMMENDED 9� T 1/30/08 DS SJA ROADuan, SUITE 201TWOWORK/NG DAYS BfFORf YOU DIG V OF CXL(�Q CSan 92675 Capistrano ORA WN SHEET BE L- 40F 14 CHECKED EXP. 1/30/2008 R.L.A. NO. 3132 DRAWING NO. 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F,-,!� 4;1?ff...,._...1­.(;_ ... __ ­ I I-— --.,-- - "....",­­ ­­­­ ­­­ ­­­ , I � � A I ;1 .:....:, ; . 1 , 11 , . - ... �.o, -.1'. '...:'T i�:: .. /, _. ,,,,: ., I . ' 11.....!;1.*1.,!,-!! , � tj :-i�e .1.-,,,...:,r � , "I'll ­­ f ., - � , _­­­_...­­�OV.9"I'll . , , ­ , I I—— l I ".1 , . - . — — — — - .11-...................I....,....�...,........,....,. j�. $1 ...I—-I- � � : i I 11:��i ii.1.1 1.11- .- p �� .1 I'' k ., "�0,-1i� i-_`_, �§ , -- - .`.:i.,.&m­,.. r , R it - R - ,��-'.'.`..�'.,'I ..v. I I1111.. , I , 4 I— RAINBIRD 1812-SAM-PRS-15F 3.7 360 30 15, , r "".* R, 1, , � V ,� ==_' _��!.�.,.�.:...r , ���U., '. , A ,.,� I ..' ��, .I � .- .4� 14"......., , ... .. ..m _., — — — — — — - , ,�-.,.,, �..�, : , __.,.'..­ ...� rrr i.2., — — — — .,A . .- _ ,.: . . — — — ....... _', . , kj�-'�Jwf-j A -,-,-,, -,-�.. .....�­­­- 1. I " ", * RAINBIRD 1812-SAM-PRS-16Q-SLA 0.81 90 30 16' ,'1_4'***,'_'.....................""�t­­ ' # - I ' rr I . 1� . X.�rs.,$... . 'IV 11 lm,�yw.l,�Y7 . 1. * ., � � d 11 , A�� -, "le ,lf 141. . . _ � Z . . 1.� ... -�. ... ?,ix,;.�71..... --f_. -------- ,,.,, »5 gni ��,�.�,', - ... ; ', , . , -.1...�z c:;:::: I ,.1..�,,,_...:!.r _ . _________ I '.... ,-.,. - X.7f s. RAINBIRD 1812-SAM-PRS-16H-SLA 1.61 180 30 16' �Mlf , � � -.. = - . � r..I . .. �­­­�� -­ E. 'w,w- I 11 11111'­_�_ l -w ..?. 3 1 It �"vVs �,; M, SEE NOTES �, rr." :: . .. wn-A .11-11.,I.... ,,,w — - - ... . - ' * RAINBIRD 1812-SAM-PRS-22Q-SS 0.81 90 30 22' . .. I r SElJ NOTES 1Y SHRUBS SHRUBS I ­­11.-I.I....­­­­ ..", ,� l, U I .I l I ,-.. ­ 1� . 41 RAINBIRD 1812-SAM-PRS-22H-SS 1.61 180 30 22' -� ,., I " 1�11, , FA U) 3/1 1 ", ,,I I " �I I I 41 4, ,- � "­`-.. 51 SEE NOTES 12' SHRUBS 3/,- 4 'I 4,W , - I -,-.,..,,, 46 RAINBIRD 1812-SAM-PRS-5Q 0.1 90 30 .1� �, X3/4'I .`� 0 RAINBIRD 1812-SAM-PRS-5H 0.2 180 30 5. I 4 ­, ,-7 11 1 v-,) .11 t . I I , .4, 1 . _,' 4- RAINBIRD 1812-SAM-PRS-5F 0.4 360 30 5' H �_. I I I I I v, 31,1 N.T.S. " ■ "",,3,,,�, ," I , , r Ill 311 4 m 1, 4. 11 I 1 14 __I ------------- - m 3/41, 3/,1 -T/I-F- -/ - '/4 - /4 't FA ­wr ,mu-- ,jjjjj�_� .1'... -1 llr-.'.'--' — - — , _., -7t -.�,_;$­r ...... ; " : - ,�z w_ / � 1�1_1,___ (& WILKENS 500 HR SERIES PRESS.REGULATOR. s', ) /" I _� f f�-1 ,_. I k'�­­­ f7l"A_-1r.,....._._..__­+�--,'-N...... ,..,------,-,-,�.,,.,,,_..,_,,-.,...r..�,',".�.�.�,i".,."-..,..,,,,,,__,_,__�,,�,��......,,___.__..__,.,_._,r_r­, -1111-�1-1--,-----..--.��""-��-"��-."--",.,,-",,,-,."I........._--1-1...�.....�.................-11,.........__­­_._............I.-.-,-- __,__.._.....--__1_11,_,.,.___ U) I ..........­I \� " -,-. 11`1 /\ - (D SUPERIOR 3100 N/O 1.5'NORMALLY OPEN MASTER VALVE , I I ' ' , 11 .� & RAINBIRD EFB-CP-PRS-0 ELECTRIC CONTROL VALVE(SIZE PER PLAN). . , -\ ............` "'-_--_--t__-,_-:, , ...r._. _Ier­.... ...- . _ ...-._. , .,__. V"_Z, � ­:_ " . K_----, .................. - 11­­­-, ., "::::::: .............­ ,---.........- — ­­.........­­__ -­­­­­­__ __ __.__.____ _ ... ,�.....,,. .... ._......____..__ — ...__ -U"-,�-,.,-,-,-,-',- Vx-m- -,-.,.". -�- -­-,,ii-,-1:: *:*i*ivf"3,.,s..,A , zllyi . , , ., r ..4 - -.w,l ..".. r') I ,, if CALSENSE ET-2000-24-LR-RR-TPI-TP110 W/LR/RR DOME-(1)AUTOMATIC CONTROLLER , e- 'd e l�\N- WITHIN STRONGBOX SB-16SS CONTROLLER PEDESTAL AND SEPARATE .11.-'...,-.,-.11_. 12,L, - le"\ k . Ile METERED ENCLOSURE MPS-A18-10K I �_ f - /N 11 0 1 1{ ,$ , V. 61) @ CALSENSE FM-1 B FLOW SENSOR I - 0 1 "t,2" 1 , IV] FEBCO I*825-YA BV REDUCED PRESS. BACKFLOW DEVICE WAN - : I , 1, �m���j g "I f �, ": A GUARDSHACK ENCLOSURE GS-3-REFER TO DETAIL . I l 11,.4 NIBCO T-585-70-66 GATE VALVE- 1 1/2'AND BELOW (LINE SIZE). WATTS 403-RT-RW GATE VALVE-2'AND ABOVE(LINE SIZE) DESCRIPTION OF REVISION DATE CITY (3) RAINBIRD 33-DNP QUICK COUPLER VALVE APPROVED - I PWP SCHEDULE 40 LATERAL LINE- 12-COVER(SIZE PER PLAN). -NO 1/2'PIPE - CITY OF RANCHO CUCAMONGA � � � PWP SCHEDULE 40 MAINLINE- 18'COVER(SIZE PER PLAN). , - = = - = PWP SCHEDULE 40 PVC SLEEVE-REFER TO NOTE*2 BELOW IRRIGATION PLAN METROPOLITAN WATER DISTRICT NOTES: Efl DOMESTIC WATER METER BY CVWD 909.987.2-591. WILSON A VENUE LMD -DEVELOPER TO PAY ALL NECESSARY FEES AND PERMITS -CONTRACTOR SHALL INSURE THAT ALL PROPOSED WATER METERS, 1" = 20' EAST A VENUE L MD PRESSURE REGULATORS,BACKFLOW PREVENTION DEVICES, FLOW METERS AND CONTROL VALVES WILL BE LOCATED A MINIMUM OF NINE(9)FEET TRACT NO. 16118 � FROM THE CENTERLINES OF ALL EXISTING AND FUTURE PIPELINES. SEE SHEET L-6 FOR IRRIGATION NOTES ��DS CAP . I - — -CONTRACTOR SHALL NOTIFY MR.JOE MIRONE OF THE WATER SYSTEMS OPERATIONS . I GROUP PH:(951)778-2664,AT LEAST TWO WORKING DAYS PRIOR UNDERGROUND SERWCE ALERT L sylp APPROVED BY ,// f1&c&6 DATE Wele�� ,- CITY ENGINEER /. wo TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES. 3132 If U/A � ,f- v - R.C.E. NO. 24953 CALL.- TOLL FREE r RECOMMEND 6Q. ,&,r. 1--hrIv V141-kAw - DESIGN 31726 RANCHO VIEJO �`/DS9 No. I v1f DS ROAD, SUITE 201 V,41- A51/p, � I-600 * * San Juan Capistrano -�z;r-_ a Z. CA 92675 .)�WjA,/* K6119,1 VAI_ Vh7' ,91Zh7* 111% Nf DRAWN S A SHEET . ,_) 0.0 227-2600 EXP. L-5 TWO WORKING DAYS BEFORE YOU DIG 1/30M � BE OF 14 1 1 c It CHECKED - EXP. 1/30/2008 R.L.A. No. 3132 DRA WING NO. RA I DATE 5/22/06 FILE NO. 1990—L I . I * f_l ) PROJEC T SHEE T W. OF �, IN .�e I ....I -, � Q --- - E il 7-,,, - 077 'I ,I - I I [ v r 11 _ i w .... I , / , [ [ I _ __ " � , EIE r I 1 07 "4 .4 �,__�j T = . , -o I 9 '. . . ,-" V�� � ` I I * . ­ :�1; I. .1 . I I I I...Al x I I - 4 1 1 11%�Y I �Ii , _�, _1P_1 - ' 7� 1_1, 1� 4 1 ' ' ' �/4- ' � _�I I " '�' 3 i m, _, 3 ' 3 , 1_:�Z_w_ , ' - , . 14 /A � I 4�� '../4 1 I - I X I r 1� F6_1 i � ! P.O.C. NO. 1 P.O.C. NO. 2 FRICTION LOSS CALCULATIONS FRICTION LOSS CALCULATIONS INDEX MAP VALVE NO. A3 VALVE No. Bls'� 4 � a ' E IRRIGATION LEGEND DEMANDn a kTv ax r SPRAY HEADS 28.1 GPM DEMAND 18.2 GPMlk:.::. .:,, ak .k ,.... .. <x UNDERGROUND SERVICE ALERT sYM MFGR MODEL NO. GPM ARC PSI RAD. COMMENTS POP-UP HT. ORIGINAL STATIC PRESSURE 100 PSI ORIGINAL STATIC PRESSURE 100 PSI » ,A � i o CALL: TOLL FREE RAINBIRD 1812-SAM-PRS-BQ .26 90 30 8' SEE NOTES 12" SHRUBS STATIC PRESSURE AT METER STATIC PRESSURE AT METER » � ( Q o RAINBIRD 1812-SAM-PRS-8H .52 180 30 8' SEE NOTES 12" SHRUBS ,.t , s R y E I � ; ; m -800 Q1 RAINBIRD 1812-SAM-PRS-8F 1.04 360 30 8' SEE NOTES 12" SHRUBS 1.5" GATE VALVE s € _ 1" WATER METER 1.0 PSI 1.5" GATE VALVE 1.0 PSI z x u 227-2600 Q 5.3 PSI 1" WATER METER 1.8 psj r 8 V RAINBIRD 1812-SAM-PRS-10 .39 90 30 10' SEE NOTES 12" SHRUBS 1" BACKFLOW PREVENTER 12.0 PSI 1" BACKFLOW PREVENTER, 12.0 PSIYI r wnRK�roc o+rs BEFORE rou oic a RAINBIRD 1812-SAM-PRS-10H.79 180 30 10' SEE NOTES 12" SHRUBS PROLIECT SHEET NO. OF , 3 q * RAINBIRD 1812-SAM-PRS-IOF 1.58 360 30 10' SEE NOTES 12" SHRUBS 1.5" MASTER VALVEy` 3.5 PSI 1.5" MASTER VALVE t xa 2.5 PSI *' ♦ RAINBIRD 1812-SAM-PRS-12Q.65 90 30 12' SEE NOTES 12" SHRUBS K ��+t� PIPE (MAINLINE) r 8.2 PSI PIPE (MAINLINE) 1.3 PSI f a + £ r + RAINBIRD 1812-SAM-PRS-12H 1.3 180 30 12' SEE NOTES 12" SHRUBS 1.5" PRESSURE REGULATOR 1.5 PSI 1.5" PRESSURE REGULATOR 1.5 PSI ° 1" CONTROL VALVE I 6.2 PSI 1' CONTROL VALVE $ RAINBIRD 1812-SAM-PRS-12F 2.7 360 30 12' SEE NOTES 12" SHRUBS 4.5 PSI PIPE (LATERAL) 5.7 PSI PIPE (LATERAL) 5.2 PSI r RAINBIRD 1812-SAM-PRS-15Q.92 90 30 15' SEE NOTES 12" SHRUBS ..a 1" FLOW SENSOR 1.5 PSI 1" FLOW SENSOR 1.5 PSI 3 "� �``� * � � � I� »� � ��;� ( V RAINBIRD 1812-SAM-PRS-15H1.85 180 30 15' SEE NOTES 12" SHRUBS MISC. LOSSES (FITTINGS) 4.5 PSI MISC. LOSSES(FITTINGS) 3.1 PSI . i h RAINBIRD 1812-SAM-PRS-15F 3.7 360 30 15' SEE NOTES 12" SHRUBS -2.3 PSI ELEVATION CHANGE x t I E ELEVATION CHANGE s E . +1.3 PSI Y ' » y r „ ♦ RAINBIRD 1812-SAM-PRS-16Q-SLA 0.81 90 30 16' SEE NOTES 12" SHRUBS V RAINBIRD 1812-SAM-PRS-16H-SLA 1.61 180 30 16' SEE NOTES 12" SHRUBS TOTAL PSI LOSS 51.7 PSI TOTAL PSI LOSS 33.1 PSI RAINBIRD 1812-SAM-PRS-22Q-SS 0.81 90 30 22' SEE NOTES 12" SHRUBS IRRIGATION NOTES V RAINBIRD 1812-SAM-PRS-22H-83 1.61 180 30 22' SEE NOTES 12" SHRUBS 46 RAINBIRD 1812-SAM-PRS-5Q 0.1 90 30 5' SEE NOTES 12" SHRUBS 1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CVWD, IS REQUIRED AT • RAINBIRD 1812-SAM-PR8-5H 0.2 180 30 5' SEE NOTES 12" SHRUBS PRESSURE TO OPERATE HEAD 30 PSI PRESSURE TO OPERATE HEAD 3o PSI ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS RAINBIRD 1812-SAM-PRS-5F 0.4 360 30 5' SEE NOTES 12" SHRUBS N.T.S. AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, TOTAL PRESSURE REQUIRED 81.7 PSI TOTAL PRESSURE REQUIRED 63.1 PSI INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY RESIDUAL PRESSURE 18.3 PSI RESIDUAL PRESSURE 36.9 PSI r� �T C S E E M A 1 C H L I lel E = C WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. SET PRESSURE REGULATOR AT 100 PSI FOR TED RESIDUAL PRESSUR5 BETWEEN 15-20 PS CONTRACTOR SHALL POO#1 PRESSURE PRIOR TO CONSTRUCTION PRESSURE BETWEEN 15-20 POSIT CONTRACTOR SHAR AT 83 PSI FOR LL VERIFYTO IPR SSURE PRIOR NSURE AN STO CONSTRUCTION THIS SHEET 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY A ® WILKENS 500 HR SERIES PRESS.REGULATOR. :: .�w '`D A. PVC S EEVE MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER d� PHILLY.. DSIV I CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS ® SUPERIOR 3100N/Ot.S'NORMALLYOPENMASTERVALVE AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ® RAINBIRD EFB-CP-PRS-D ELECTRIC CONTROL VALVE(SIZE PER PLAN). PQQxM4TE POI i�° NNECII " ON SITE BY A REPRESENTATIVE OF THE CITY. ? TATIE3 PRF�S r}0 hS.I. I I I I ! CALSENSE ET-2000-24-LR-RR-TPI-TP110 W/LR/RR DOME-(1)AUTOMATIC CONTROLLER 1 JI T EA I EWA 1 l7VAtTE *TER € € A BACKF 'OW DEVICE NEW 1" A ;u ......t:4,:; s:a.,.:...».., w a .w • :y.y:R: s.._.. :R ,.. .....:.. , <..:.<z .: .a.,,:,. > _.. .. . WITHIN STRONGBOX SB-16S3 CONTROLLER PEDESTAL AND SEPARATE ».,»..,:..... _ .,.:.. . . 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST F.. IVE W I'S"» �. R"VAI;V E ...,,.:.., ,. ... .. �# ».,»»:: i.�:...:. T......_ METERED ENCLOSURE MP3-A18-10K N 1 F W• ENSOR , I 9 (� GUARDSHACK GS-3 (SIZE 1 THROUGH 6) STAINLESS STEEL ENCLOSURE WITH :.» .,.» .. ......:»:,, .:. . ..,...,.. :.:.:_ »._.,,.. ..,.:». � 4 DIA `� I ' LOCK, AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH CALSENSE FM-1B FLOW SENSOR w PHIL H I € SHRUBS WHENEVER POSSIBLE. f I` mow,. » » � ® FEBCO 1"825-YA BV REDUCED PRESS. BACKFLOW DEVICE WAN /a a : A GUARDSHACK ENCLOSURE G3-3-REFER TO DETAIL ». ... ► H 32 8Q. F T. »: "»»»"»" » »» „" » . THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN " 3/ < � * <�. 4 ®,® NIBCO T-585-70-68 GATE VALVE- 1 1/2 AND BELOW (LINE SIZE). a �� °1" ' ., �`A,. M•,., PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED I w.. ' , ' < I ^ « I WATTS 403-RT-RW GATE VALVE-2"AND ABOVE(LINE SIZE) 1.2 1 »'F4<y " IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN w •..» » : _ 3 4 V, EM, WALLS, ST TS, SIDEWALK, UTILITY LINES AND RAINBIRD 33-DNP QUICK COUPLER VALVE ,/ ,.. »., THE SPRINKLER SYST AL STREET LIGHTS, ' EQUIPMENT AND ARCHITECTURAL FEATURES. PwP SCHEDULE 40 LATERAL LINE- 12"COVER(SIZE PERPLAN). -N i/ "PIP " ; I " 3 i .» .» :». ,.. „w.......- /4 ., (S EO 2 E _ <<, . < I 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PWP SCHEDULE 40 MAINLINE- 18"COVER(SIZE PER PLAN I . ) ` _ PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL - - - - - - - - - PWP SCHEDULE 40 PVC SLEEVE-REFER TO NOTE#2 BELOW _ 11, �";.M I DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE , I1..,,:» ` » I11 t w3f4 "°<; ? ; ® DOMESTIC WATER METER BY CVWD 909.987.2591. (� 8Q. T. CITY. - x� {II I 3/4ag� 5 T I ' DEVELOPER TO PAY ALL NECESSARY FEES AND PERMITS > B L R � � I 3/' 1" 4.S 1" 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE 11 l21 > . fit. 3 3/' 314' y 3 H a RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR . � /II 3 a £2,1 1" t " I ANY DAMAGE OF SAID UNDERGROUND FACILITIES. Or r R Y.4L kE a` "r 'y : k a 4 N 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES I ( FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, 3/' 4!. /a' . j B ';2 $Q. F �I '~ t4.� 11/2 WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A 4 F ? t.,�._._.,:..: . . :.. " s: .� C. PRESSURE COMPENSATING NOZZLE SCREEN PCS IN ALL SPRINKLER HEADS AT ` 3/4a fora I INITIAL CONSTRUCTION. 1 3/' 3 ;a »»»,.:..,»» A METROPOLITAN WATER DISTRICT NOTES: H � 1331 2� SQ. FT. _ 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, y a /a 4 8Q. i✓T. € , " 3/4 , 3/II I "` ""•"•. 3 » 3 I ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO -CONTRACTOR SHALL INSURE THAT ALL PROPOSED WATER METERS, ..., »•».: » /a s° :. /4 9.4 1 I I PRESSURE REGULATORS BACKFLOW PREVENTION DEVICES FLOW METERS » r. PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ' 1 k, . AND CONTROL VALVES WILL BE LOCATED A MINIMUM OF NINE 9 FEET d€ 3/a° 3/4� ( � •- ,; /al' � ' I ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF FROM THE CENTERLINES OF ALL EXISTING AND FUTURE PIPELINES. 3 e CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO -CONTRACTOR SHALL NOTIFY MR.JOE MIRONE OF THE WATER SYSTEMS OPERATIONS M,.w... »..:.,r`.. X 3/al 3/a I 3/ PROVIDE PROPER COVERAGE. ALL ADJUSTMENT HA GROUP PH: (951)778-2684,AT LEAST TWO WORKING DAYS PRIOR / I SS LL BE MADE AT NO 92 8Q. FT. ( a " TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES. x I ADDITIONAL COST TO THE CITY. 5 00 ADDITIONAL ,.,• 3 m..�... t y RANGE WIRES ALONG THE ENTIRE LENGTH OF THE 9 INSTALL FOUR (4) SPARE O IRRIGATION NOTES: -$ . . . � . x ¢' j' MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. G 3/aI 3i4' /a �i/z° A 3 8G2. r=T. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN I -CONTRACTOR SHALL NOT INSTALL ANY R.C.V.OR ENCLOSURE FOR IRRIGATION WIRING. AND WIRE3 LOCATED UNDER COBBLE SHALL BE SLEEVED. € t0 1 3/ QUICK COUPLERS IN ROCK COBBLE AREAS.ALL PIPES »" a 3/' 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER r I 3/ - a I -MAINLINE SHOULD BE INSTALLED IN SHRUB AREA, 3/a,,; 5 I" g O 521. Sa FT, I WEEK (TURF) AND 2 INCHES OF WATER PER WEEK(G ROU NDCOVER/SHRUBS) ON PROJECT SIDE OF SIDEWALK. �.: � � APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 -CONTRACTOR SHALL PROVIDE SLEEVES THROUGH PLANTER 3 /a' x ' 3 12.4 1» P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. WALL FOR IRRIGATION MAINLINE AND CONTROL WIRE. / IIS /4 ( /4 /' a 1 f -LATERALS BETWEEN PLANTERS AND PARKWAYS 3/a� I � _ »,:.. :» »»»» ::::::::: > ;a: ' # ... 3� ( 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHALL BE SLEEVED. 3ia' �� t 24' Q. FT. SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE �, w.v. ..::... 3/ ; ( i.::::: , w s. .. », AVAILABLE WATER € a #� I .. a :dg. 2 1E PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE /a s CITY. 11/2 �- ! '� .......... ..�. ,�}; � 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000- 24 STATIONS LR/RR » ' W/TPI TP110 AND LR/RR DOME INSTALLED WITHIN A STRONGBOX CONTROLLER . a.. 4 ! ENCLOSURE, SB-16SS WITH CALSENSE OPTION ONE CONTROLLER OR SB-22SS c/1r » I 3 ( } DESCRIPTION OF RECISION DATE APPROVED 12.5 1 € WITH CALSENSE OPTION (TWO CONTROLLERS) AND SEPARATE METERED eY3 I w ENCLOSURE, MP3-A16-10K. ANTENNA PORT INSTALLATION TO BE PROVIDED BY "M'" �"}�'.R - THE CITY. THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD ...... ' - ' I CITY OF RANCHO CUCAMONGA ti....:A /a t III Nom , ;.,;;,,.,y. ::.,, ; I x F "• �7- WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S s �: ! w. „I w: �. ER .» ( ,a D A. PVC SI EEVE ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A N PHILLY DIV » f REPRESENTATIVE OF THE CITY. IRRIGATION PLAN .....�P .: .OK. T POIN ;�Sh`'..CON:VEC7`I € ` ....,._..,W .,»....» ,..»: .._....w : ». ,v .,»,.. » ,, � �s�,�a (, T I PR S r 00 I':S.I. ...... ., 3 a 13 THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE WILSON A VENUE LMI� E 1f:1V'E ETER I I I. ..,. » ,_» . _u I I �., fll l CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE ,� NEW 1" BACKFLOW DEVICE 31 i e.3yu...+ .. » . 1 = 20 EAST A VEN E r ; LMD NEW"' �. R VALVE "" »'»"-'"»' ' - w ww � .. IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE N1�1 F W EN I .•,µ F .».w.: »... »..» ...., r»... » - » .. »-.- ' x� PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. ».... a 4" DIA. PV � E (k . . /4 NO. 161.13 ......:».. t r 1 ».w" I _ ,».»»,c<.,., sb�u�,�:Y,� ...... 3A...;,'s..»::<s;�.:::, ...: .cysy:,gz:�ReR;�Rza,..,.�,<. d�-. »».::,w..v:><z,,.,...:P.:4Fsa'F� :-:.:o......,�.> ,..u.:..:..:�sfkyA>ya,>H,s:.,< ; :r. .t 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF pr1DS PHIL Y /r-- M' THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. .��, SMIT APPROVED BY DATE w I I » I 1 ''�v �' R.C.E. N0. 24953 .......:: _,,,�: ;.,,..»»:., ..... . ,,,...., • �..w..»».. � 1 � ��<�� , ( �� �` 3132 << � CITY ENGINEER . ® ® � ® ® ® ■ I I 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO � DESIGN 31726 RANCHO VIEJO RECOMM NDED 1 THAT THE TOP OF THE SPRINKLER HEAD IS 1/4 ABOVE FINISHED GRADE. `= h DS ROAD, SUITE 201 W € San Juan Capistrano BE SJA s" CA 92675 ;3 , ORA WN SHEET &SEE MATCHLINEG C �� 14 "- ` ` "� `�€ OF C ALIS 1/30M L-6 OF CHECKED EXP. 1/30/2005 R.L.A. N0. 3131 DRA WING NO. THIS SHEET 4. # DA TE, FILE N0. T- I.�..� � �� RA sn2/o6 1990-L COAST GUARD SHACK BACKFLOW PREVENTER TO SPRINKLER-ANGLE PIPE TO ENCLOSURE.MODEL NO.GS-3 ASSEMBLYD SPECIFIED DEPTH WITH 43 ELLS STAND ALONE CONTROLLER WITH ANTENNA NIPPLE-TYPICAL SCH 40 PVC MALE ADAPTOR (4)PLACES SCH 80 PVC UNION TOP ENTRY ENCLOSURE C N NE TE WATERPROOF STRONG BOX MODEL NO. WHITE CONNECTORS OR EQUAL S W PVC NIPPLE LRIRR DOME ANTENNA �- SB-S3SERIE3 H ROUND PLASTIC VALVE BOX b • BLUE ELECTRIC CONTROL VALVE PORT LOCATED OUTSIDE OF COVER ETCHED"IRRIGATION GATE' BOX.INSTALLATIONILOCATION (CARSON OR EQUAL) PLASTIC VALVE BOX AND LOCKING PER CITY REPRESENTATIVE. MODEL NO. CONTROLLER ? RED MARKED WITH"IRRIGATION , M .PER PLANS NIPPLE COVER(CARSON OR EQUAL)), .- COAXIAL CABLE Z t CALSENSE HARNESS 6"THICK X 12'WIDE FINISH GRADE BLACK F' AND ETCHED WITH CONTROLLER CALSENSE TP110 PRESSURE CONCRETE PAD(LENGTH REGULATOR VARIES PER SIZE/ WATERPROOF ALL WIRE SEE LEGEND BRASS WYE IRRIGATION CONTROLLER CONNECTIONS AND VALVE SEQUENCE BOARD RE TGARDLES3 FOR MAKE AND STRAINER WITH I? MANUFACTURER)SLOPE TO 120 VOLT DUPLEX OUTLET(GFCI), Z 6'MIN. WITHIN NOWSVCONTROL ER CABINETTCHED,TO BE . OF CONTROLLER SIZE. .- DRAIN AT MINIMUM 2% PIG TAIL EXPANSION I. FINISH GRADE MODEL NO. 60 MESH M Q MONEL SCREEN ( FINISH GRADE BALL VALVE-1 1/Y OR SMALLER WITH PLASTIC VALVE BOX(CARSON OR LOOP(MIN.24'LONG) 12 STAINLESS STEEL HANDLE EQUAL)WITH PLASTIC INTEGRATED NO OPEN ELECTRICAL.WIRING UNION LOCKING LID.PLACE AT GRADE IN - SHALL BE IN CONTROLLER 8' COMMON/CONTROL WIRES v:°4:° +.: :° PVC SLEEVE RESILIENT WEDGE-2'OR LARGER WITH TURF AREAS AND W ABOVE IN SIDEWALK MOUNT AREA ; ; " +` _ REQUIRED FOR FINISH ° W THICK CONCRETE 'L' ►... S'; +;n 2.OPERATING NUT PLANT BED. x MIN. PIPE THROUGH GATE VALVE C'�DE a�• FOOTING INSTALL A MIN. I- -_ -_ - - -_ • I CONCRETE PAD EPDXY COATED LOOP (MIN EXPANSION LONG x x `_ ( I _ SLOPE TOP TO DRAIN TRADE D III I-I I -I I = III=� z VALVE - _ - '"~_ - MINIMUM of 2%. =I I I FROM WATER SOURCE )I I I I= 2�PLACES TYPICAL x 3- ao _ _ _ _ ( ) SCOTCH LOK EPDXY FILLED PIG TAIL EXPANSION I I-I I I •-_ '_ _ _ 2 I _ _I CONNECTORS FOR ALL FLOW -� , WHITE LOOP(MIN.24'LONG) I-III-III I -III-III-III - III-1 90%COMPACTION =III I- SCH 40 PVC MALE SENSOR WIRE CONNECTIONS. x x -I I III-I I III- I I-I I I-III-I I 3'SCH 40 CONDUIT FOR to INSTALL SCOTCH LOK3 (COMMON) + ^ BRASS ANGLE III-III I I-I I III-III-f I I- COMMON/CONTROL WIRES h-III I-I I REQUIRED III-I -� ADAPTOR 3' 3- IMMEDIATELY AFTER BLUE z FLOW ( VALVE W/UNION _T1111-I T__I I_I I I I - INSTALLING FLOW METER. OF 14 120 VOLT WIRE IN RIGID STEEL 900 SWEEP ELL -I=III=T -III= 0 �- WIRES to - 3' 314'WASHED CONDUIT(PER LOCAL CODE) (TYp.) TO METER - I=III-I I I- _ !e�",q� z o • CRUSHED AGGREGATE TO METER ENCLOSURE I LINE TO SYSTEMS RED ALL CONNECTIONS SHALL BE WATER TIGHT ***- BLACK MASTER CONTROL i 'drrp iu i" lrrp SCH 80 PVC NIPPLE "OUTDOOR TYPE'CONNECTIONS. RIGID PIPE AND RELATED FITTINGS SHALL BE PER ELBOW ppP ,p> a VALVE "� �' a SCH 80 PVC UNION TYPICAL(4)PLACES �. fL%' 3/4•WASHED CRUSHED ENCLOSURE MOUNT CUCAMONGA VALLEY WATER DISTRICT STANDARDS. o•o-0 0 • oti AGGREGATE TO BE CONTROL&COMMON WIRES CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO a°• ;• MAINLINE DIAMETER PLACED TO A DEPTH OF CONSTRUCTION. °o• o SAME AS FLOW IN FLOW METER AND NOTES: oq M p FLOW METER METER SIZE 1. INSTALL PER LOCAL CODES. :o o'':P '`° ° o: MASTER VALVE 80X. NOTES: o• dup,p, 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24'FROM ANY o MAINLINE DIAMETER TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. STRUCTURES OR HARDSCAPING. wwwSAME AS FLOW �MINIMUMNCE DOWNSTREAM OF 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE 3. WHEN UNIT IS NEXT TO A STRUCTURE(IE.WALL,BUILDING,ETC-) METER SIZE UNINTERRUPTED PIPE(5X DIAMETER CONTROL VALVES. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 314'WASHED CRUSHED OF FLOW METER SIZE) BRASS NIPPLE 31 RUN FOUR EXTRA WIRES(COLOMAINLINE FOR FUTURE USE.PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. R ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE 4. ORIENT UNIT PARALLEL TO STREET. AGGREGATE BASE MINIMUM DISTANCE UPSTREAM OF SCH 80 PVC SXSXT TEE 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. UNINTERRUPTED PIPE 00X PRESSURE SUPPLY LINE 5,NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. NOTES: 8. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DIAMETER OF FLOW METER SIZE) 6.LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED D'CITY REPRESENTATIVE TO DISIMILAR METALS. 2.INSTALL CONTROL VALVES A MIN.OF 12'FROM STRUCTURES OR HARDSCAPING. NOTES: 1. INSTALL CONTROL VALVES A MINIMUM OF 12'FROM STRUCTURES OR HARDSCAPING. d' LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITU YARD'S CENTRAL COMPUTER 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. ALLELE PRIOR TO ACCEPTANCE. 1. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER NOTES: 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. WHEN MAINLINE IS WOR LARGER. 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. &CONTROLLER SHALL NOT BE CONTROLLED BY GFI OUTLET,IT IS TO BE WIRED'HOT. 5.ATTACH PLASTIC VALVE IDENTIFICATION TAO WITH APPROPRIATE CONTROLLER AND 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. lb S. IF A SIDE OF BACKF OW REQUIRED,IT SHALL TO BE INSTALLED ON VALVE NUMBER INSIDE VALVE BOX. ' 2 RMULTIPLE IU THEE E�O EACH FLOW METER TO MINIMIZE MAXIMIZE TURBULENCE. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO WIRE INSIDE VALVE BOX. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVEDBY. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY' CITY OF RANCHO CUCAMONGA, CALIFORNIA srAH°� r` APPROVED BY:PLAN CONTROLLER ASSEMBLY STANDARD PLAN REDUCED PRESSURE STANDARD ISOLATION VALVE STANDARD PLAN AP STANDARD PLAN REMOTE CONTROL VALVE WITH FLOW METER INSTALLATION INSTALLATION -TYPE A 524 BACKFLOW PREVENTER 517-A - 3" or smaller 518 516 SHUT-OFF VALVE & UNION 520 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET IOFI CITY ENGINEER CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF t R.C.E.ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E. SHEET 1 OF 1 R.G.E. RC.E. HARDSCAPING(SEE NOTE 4) POP-UP SPRAY HEAD BODY 6'-12'DIAMETER CLEAR SET TO 114'ABOVE FINISH °•��; GRADE OF SOIL. MULCH PER CIN 18. METERED ENCLOSURE STANDARD,TAPER .{ STRONG BOX MODEL NO. I MPS-SERIES FINISH SOIL GRADE AWAY FROM HEAD '= ROUND PLASTIC VALVE BOX&COVER: STRUCTURE OR ...,,,.,_,� r• ,,.,,�,r,,;r,•�•,••• c� c. Yom-«, _ FRONT VIEW -1T I 1 L-1 I t ETCHED"QC'(CARSON OR EQUAL) HARDSCAPING 'ti�:•:�:•:�:�::❖:•.•. •;:;'.:�: :%:;:;r %%:;.a}•:•.{ fill SNAP-TITS WATERPROOF j FINISH GRADE ;.•r.; .•r CONNECTOR OR EQUAL -T�- 6'MIN. •'•'v WIRE r AT GRADE IN TURF AREAS !� f=•• •,•• u ENOUGH IRE TO EXTEND 0 18"MAX `• ,••�,,, ENCLOSURE TO BE GROUNDED PER y� LOOP 3'IN NON-TURF AREAS •If,• NOTE: BUNDLE e3" ABOVE GRADE) I- R =.M. LOCAL CODE. SPLICE BOX COVER WITH !E!1 I _ CLEAN BACKFILL SEE P -' LOCKING TOP ETCHED 'S.B." SPECS.FOR WATERIAL. 3 - 90%i COMPACTION REQUIRED NISH N FIGRADE 8" Ll 2U. MIN. 3'X 3•X V CONCRETE AT GRADE IN LAWN AREAS g _ PROVIDE 6'MIN.OF SAND 33 DNP QUICK JF IN T BED L T I 20/• FOOTING VE GRADE STALLAMINIMUS _ ---. -•-.-•,. --..•..- • -..- BEDDING AND SHADDINO COUPLING VALVE Z - - rSW CLEAN BACKFILL SEE - WITH PURPLE - SLOPE OP TO DRAIN AnT SPECS.FOR MATERIAL ...... .. RUBBER CAP r - N 1T 90%COMPACTION REQUIRED "� ;. _, --- :;:: ;: _ STAIN as III I I I�•I-I I- I:I I I -III-I I I!I I I- MINIMUM OF 2%. O ........................ LESS STEEL - - - -}• - F -� - ,.::::::• ,,, ....... I I SCREW CLAMP SCH 80 PVC NIPPLE 120 VOLT WIRE IN RIGID STEEL 2 - •_.. ::: .• _: MINIMUM(3)PLACES (MINIMUM 2'LONG) I-III-I I III I I-III-III-I .-12' X 18' GREEN PLASTIC METER NON-PRESSURE LATERAL LINE: .. ---_ CONTROL WIRE SLEEVE 314'WASHED -I I i-I I i I -I I -I I i-III-III- CONDUIT(PEEL LOCAL CODE) TO CONTROLLER ENCLOSURE BOX. CARSON OR EQUAL �� SCH.40 SNAKE PIPE IN :--,--- '__ .::-, SIZE PER PLAN INSTALL -� ; , , ;;a TRENCH - _ = ADJACENT TO PRESSURE CRUSHED P SCH 40 PVC t20 VOLT IRE IN RIGID STEEL P o v ;�.. Qo. a a:. SCH SO NIPPLE 6'LONG W 90°SWEEP ELL 8' � 1 ... .... '.tea.... - AGGREGATE BASE P D'. �IZ Ay P d a CONDUIT(PER LOCAL CODE) L SUPPLY LINE v D v :uo. D . v j: 4. a,a e;a T X T 90 ELL TO POWER SIDE OF CABINET (TMP) `d PRESSURE SUPPLY LINE: ,'D D v....a.�a" MARLEX 90°STREET ELL 1 � 20" 1 fi fifi fi rr- r PRESSURE SUPPLY LINE SCH.40/CL.315 SNAKE � �I I I ��I _ ES SCH 40 BRASS NIPPLE Imo- PIPE IN TRENCH SLEEVE-SIZE TWICE SIDE VIEW � �� _ DIAMETER OF PRESSURE SCH 40 BRASS NIPPLE 8'TMP. SUPPLY LINE 24'LONG - - MARLFJ(90° ELL CONTROL WIRES-BUNDLE J� AND TAPE AT 15'O.C.AND NON-PRESSURE INSTALL ADJACENT TO NON-PRESSURE LATERAL HEAVY DUTY WEATHER-RESISTANT ELECTRIC METER PER SCE _ _ rr - - PRESSURE SUPPLY LINE LINE SLEEVE SIZE TWICE LATERAL FITTING PHOTO ELECTRIC SWITCH FOR _ETT TTS_ �T� DIAMETER OF NON-PRESSURE NON-PRESSURE LATERAL LINE SECURITY LIGHT CONTROL AS t. 1 1 I L- - PROVIDE 6'MIN.OF SAND REQUIRED PER PLANS. BUNDLED 16 FT. INTERVALS T��- 61�.p LATERAL LINE SCH 40 BRASS 90°ELL 24 VOLT WIRES. TAPED AND SECURITY LIGHT TIMER BEDDING AND SHADING NOTES: o o REQUIRED PER PLANS. I 2 CU. FT. PFA GRAVEL 1. ALL SLEEVES TO BE SCH 40 PVC. SCH 80 PVC 90 SCH 40 BRASS 90El 2.EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. STREET ELL STREET ELL 3.ROUTE SLEEVING AROUND HANDICAP RAMPS. PRESSURE SUPPLY 44 REBAR STAKE NOTE: ,J 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120 LINE FITTING (24'LONG) 1.LOCATE HEAD 2'TO 6'FROM WALKS,CURBS,HARDSCAPING, 8' LY GROUND ROD NOTE: (24'MIN.TO 36'MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). MOW STRIPS AND EDGES OF LAWN. GNRADE-\` MIN. PRESSURE SUPPLY LINE 2.USE TEFLON TAPE ON ALL MALE THREADS. d 1.PIGTAIL AND LOOP CONTROL WIRE AT 90°CHANGES IN DIRECTION. 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE _ = 120 VOLT WIRE N RIGID STEEL 2.PRESSURE SUPPLY LINE:2 1/2'AND SMALLER 18'MIN.DEPTH 8.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. COMPENSATING FEATUREAS PER THE IRRIGATION PLAN. i- _ CONDUIT(PER LOCAL CODE) Y SCH 40 CONDUIT I=I_- � •• _ • }• I I I TO CONTROLLER ENCLOSURE NOTE: 4.HEAD CONNECTION AT BOTTOM INLET ONLY. FOR SECURITY LIGHT 3'AND LARGER 24'MIN.DEPTH -III=T I I I I I=I I=I I=TI 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. WIRING CITY OF RANCHO CUCAMONGA, CALIFORNIA APPRDVED St 24 VOLT SPLICE BOX STANDAR)FLAN CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA _ 640 IMPROVED BY: APPROVED BV: APPROVED BY: STANDARD PLAN �� 53 DATE US[WIM STANDARD SPECIFICATION!FOE PUBLIO WORIq CONSFRUCTIOM TYPICAL TRENCHING STANDARD TYPICAL SLEEVING STANDARD PLAN Q APPROVED BY STANDARD PLAN SHEET 1 OF 1 A APPROVED Sr- STANDARD PLAN _ 532 _ 533 QUICK COUPLING VALVE 536 _ POP-UP SHRUB SPRAY HEAD 539 _ METER ENCLOSURE 522 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 D: SHEET 1 OF 1 R.c.e. 24953 SHEET 1 OF I R.C.E. SHEET 1 OF 1 R.C.E. SHEET 1 OF 1 D: R.C.E. R.0-E. UNDERGROUND SERVICE ALERT CALL: TOLL FREE 1-800 227-2600 TYRO AVITKING DAYS BEFORE YOU DIG DESCRIPTION OF REVISION DA TE CITY APPRO LIED CITY OF RANCHO CUCAMONGA IRRIGATION DETAILS WILSON A VENUE LMD Dsc EAST A VENUE LMD TRACT NO. 16113 `AL5132 ti 3 V/o�" APPROVED 8Y " DATE 1 CITY ENGINEER R.C.E. NO. 24953 * st41va1*11DESIGN 31726 RANCHO VIEJO RECOMMEND EXp DS ROAD, SUITE 201 San Juan Capistrano 9�A, OF/3c x"It0�� DRAWN SJACA 92675 SHEET BE L- 7OF 14 CHECKED EXP. 1/30/2008 R.L.A. N0. 3132 DRAWING NO. RA DATE: 5/22/06 FILE NO. 10990.-L EOF s y.� _CUk-R6914B/-F 17 , ". s b E .G ...,.......0v•'..,5`r.�,.. ..�z. ��, ,.. .....,..,.,.....,,.,...«......, .,.. ..:,:.., ,.. ...._.. ....... »J9.^.7. f.Mh, " h�'' .... ... .,..,. .,.::,. ...«....,......_ .. .._ ... .,..,� .. `f�, �`:;«a,�,n'vt.lY 3 E 'v , " sfi:11' �P ON I .'�., S' t (a .„ y TY . g q q{ gg EXISTING WATER LINE TREES REMOVED � '' FUTURE WATER LINE 5 DUE TO LINE OF MW SIGHT ISSUE MWD FEE PROPERTY ...«...«.»S_v«, t> _ MOW CURB TYP _...._ -........ p t Aw— WILSON AVE. WILSON AVE. UT IRE WATER LINE WILSON AVE. x .:. --- UTIN t-2�d T-20 8-48-60 8-621 8-8 8-4 8-60 /T_10 g.3 g-� 8-3 8-d 8-8 8-60 8-4 8-7 t-3 g-$ ~, n..a�3 � t-3 8-3 0-1 �' �" j8 8-6fd 8-4 8-8 8-4 7-10 # 8-1 8-3 8 60 8-3 g 7 � ?9fa 38 3 32 116 25 3 6 319 i9 ?90 319 18 43 190 1� g 2 g ? 290 25 v4 4? 290 33 290 g 3 I ?39rd 3 6 18 ?03 � �a»r F , f 1 a. < ,N • s y,r w... ` .. �(: .. 5 A a. ,. M:. :. .. ., :..Y.. 3` .. d.. ,R. ,6.. .. .. ...�.. .f � : ♦ • ' .�.'....x.. K .. 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OTY THIS SHT. # q, �!n i�..1"" £ .:...:' spy, ..,,....,_ .. ....»_..,»...................................... ._:.. 4 ii r 1 » TREES : - ...... ....... .».n...»."..^ ,,., ».:n., »w,_...f.- " « ,, „ » T 10 PRUNU3 CAROLINIANA BRIGHT&TIGHT .«�, ,.......� .. «.,�, ».�,,.... ..,«:»,."....w»._.».,.... ........ ....... ..�,.,,._... .,, ,.«M,.,w__w.�.» .�.....,:: „.."w_._ ,. ,.., __, _ i 0 LAUREL CHERRY »n « r . _, .. . u „ »„w, ..._ _. . . ..,_w.,__.. „ ..».« ..w . ._.., ., 5 GAL. @ 20'O.C. J »... w._ « », , .,_.... * T-20 LIGUSTRUM J. 'TEXANUM' WAX LEAF PRIVET 5 GAL. @ 30'O.C. 13 * T-3 LAGERSTROEMIA INDICA 'NAT HE ® � 0 C Z' CRAPE MYRTLE PER PLAN(�20 O.C. 4 ..,»„ _ - * NOTE:TREES WITHIN MWD FEE PROPERTY TO BE SHRUB VARIETY PER METROPOLITAN WATER DISTRICT SPECIFICATIONS a GUIDELINES l r. n t> �� _ w »«.«,» ._..«_,_... ”. ,,.,,„w ...,,»._.,. «,,,„ »»__w._.... . .w ,....._,«_ , „. T-1 Q EUCALYPTUS NICHOLII PEPPERMINT EUCALYPTUS 5 GAL. @ 30'O.C. - � WILSON AVE. T-2 -+- GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. 20'O.C. 1420 , 6 18 ?03 12SHRUBS »ww,. _ HEM ROCALLIS STELLA D ORO ». n »..............w.,,.,. .,,» � .,, S 60 DWARF YELLOW DAYLILY I� ». » # 5 GAL. @ 24'O.C. 214 » NANDINA DOMESTICA NANA S 3 HEAVENLY BAMBOO 5 GAL. @ 24 O.C. 1 653 8-4 STAR JASMINE ������j TRACHELOSPERMUM JASMINOIDES 1 GALA . . @ 24 O.C. 1,595 n S-7 O PITTOSPORUM TOBIRA "VARIEGATA' VARIEGATED PITTOSPORUM 5 GAL. @ 6'O.C. 94 S-8 0 RHAPHIOLEPIS I. 'CLARA' INDIA HAWTHORN 5 GAL @ 4'O.C. 108 S-6 0 RHAPHIOLEPIS INDICA 'PINK LADY' INDIA HAWTHORN 5 GAL. @ 4'O.C. • •' , � r VINES ' • r': ,.,.•�' ' r V-1 ”'�'"" PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. @ 15'O.C. ::•� MO CURB - TYP. o 0 0 0 0 0 0 0 o INDEX MAP SYMBOL(TREE) SYMBOL H ¢ ml L (s€ .. r. O (SHRUB) a » »., r. ...:... :::.: j- ...:...:. ..„,w..„,w....... ..«,. :....:»I» ,w.,:. w, ......:."..».�...n.. V».».n"�...w~uu.�-�«...,:. ...:«.n.;.,,,, ...........»,.» _.,r «.. � - xY ^ a r PLANT QUANTITY 3 # a r v sx ks KMA PLANT QUANTITY n PLANT SIZE — . ..w �- »,a ruSE:m#4, yet:.F ff sir,w f ,�' - . _: ,^ ?3„s#,;•. 'k:,F#3.: _ �4' .$ i /k• # WX DESCRIPTION OF REVISION DA TE CI TY t, APPROVED IS { OF RANCHO CUCAMONGA w CITY PLANTINGS PLAN UNDERGROUND SER�/CE ALERT 1" = 20' WILSON AVENUE LMD CALL: TOLL FREE EAST AVENUE LMD N.T.S. METROPOLITAN WATER DISTRICT NOTES: 1-800 TRACT NO. .161.13 227 2000 1,p�IDSCAp� -CONTRACTOR SHALL NOTIFY MR JOE MIRONE OF THE WATER SYSTEMS OPERATIONS �� APPROVED BY � � DA TE � P GROUP PH:(951)776-2664,AT LEAST TWO WORKING DAYS PRIOR y TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES. T4HO M1t7RK/NC GAYS BEFORE YOU 0/G 3132 �l CITY ENGINEER / R.C.E. NO. 24953 G, DESIGN 31726 RANCHO VIEJO RECOMMENDED D5 ROAD, SUITE 201 San Juan Capistrano SJA CA 92613 SEE SHEET 9 FOR PLANTING NOTES 9T� 1'°08 0��~� DRB E LEE 8 14 Op CALA� of CHECKED EXP. 1/30/2008 R.L.A. N0. 3132 DRAWING NO. RA DA TE: 5/22/06 FILE NO. 1990--L. INDEX MAP &SEE MATCIILINE — C Vd �� ��E THIS SHEET a .. : r s , , rti SYMBOL RE SYMBOL(SHRUB) .o E ® ® ® ® ® ® L(T E) S OL(S B) PLANT QUANTITY 88. Fy r PLANT QUANTITY ...... . ........ " A .. _. IIILLY...DRIV E» PLANT SIZE SYMBOL BOTANICAL NAME COMMONNAME SIZE/SPACINGQTy ».-. . THIS SHT. . 4 TEE Pill Y R T-3€ } T-10 Q PRUNUS CAROLINIANA 'BRIGHT TIGHT LAUREL CHERRY 5 GAL @ 20 O C ..., »..a ».,„,».»..".......:..:......»..,. .,...::.:::::.,< -- _• .,. q 3 rz�x ¥ 1 E * T-20 LIGUSTRUM J. 'TEXANUM' WAX LEAF PRIVET 5 GAL. @ 30'O.C. » st/ * T-3 LAGERSTROEMIA INDICA'NATCHEZ' CRAPE MYRTLE PER PLAN @ 20'O C 4 14A a 41E ^^' : '~ ,mss d"v,.�.. -.;;.¢, "J„ �y- vr'� •«• • • Ma ' * NOTE:TREES WITHIN MWD FEE PROPERTY TO BE SHRUB VARIETY PER METROPOLITAN WATER DISTRICT SPECIFICATIONS 8t GUIDELINES fi.. ,,. S .;�;°.' • '• .. 'fit f T-1 Q EUCALYPTUS NICHOLII PEPPERMINT EUCALYPTUS 5 GAL. (g'130'O.C. 6 �, .». '•4 � � y� sry.. �'� may? 3L O � t F �, . . ' '. ' :•, ;. �_�; ,• T-2 -�— GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL. (q'�20'O.C. 13 % �V. :. ',1ry W SHRUBS INE (TY .) y-I' HEMEROCALLIS 'STELLA D'ORO' DWARF YELLOW DAYLILY S-60 � 5 GAL. (c�24"O.C. / O I Q NANDINA DOMESTICA "NANA” • NOTE-ALL VIN 8 SHAL a '�'' 13 F' S-3 HEAVENLY BAMBOO 5 GAL. @ 24 O.C. 363 BE INSTALLED N ETRE T O `� ",F: . �Y d ( g_4 ������� TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL. @ 24"O.C. SIDE OF WALL YP.) 8' 174 N.T.S. $ 0 S-7 O PITTOSPORUM TOBIRA "VARIEGATA" VARIEGATED PITTOSPORUM 5 GAL. @ 6'O.C. 65 Jam,... S-8 0 RHAPHIOLEPIS I. 'CLARA' INDIA HAWTHORN 5 GAL @ 4'O.C. 19 Ox; ,.' RHAPHIOLEPIS INDICA'PINK LADY' INDIA HAWTHORN GAL. 4' o W 13 5 C� O C. 57 O VINES RI 8_ V-1 "+^"' PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. @ 15'O.C. 29 CITY OF RANCHO CUCAMONGA PLANTING E NOTES E £ ..k\.,..,:.:w«..a..«.»:.:.....j s 3::;.::w.,.s.....,...,.,x:w.....::�z...u:te,.,:,.�.,,�:Y.:uu ..*aai s .:....,.,. .k „c.,:x .. .,.:.. ,» .. x .. . d - 1.CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS R M R.: ' -3 6 € WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE R.O.W. �$ G�7 » • • $ � .. I I RESPONSIBLE FOR REMOVING AND REINSTALLING IRRIGATION EQUIPMENT,AND REPLANTING M, > € I R.O,Wf! -1' _ . AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION LINE (TYP.) � 57 .. .» ., ALINE YP. x .4 ( • f E., .✓ - w. .::.W>. <.>::::.. 2.CONTRACTOR SHALL FOLLOW DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT • 1`3 PIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. ( • ¢ 6,K,� I � -; ..:°a fl,,.. �!A`{ ,.�^a ^'�, wi•..r .�f.. .:t: ' .........�I l'i`d � 5 O <'' � 3.CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT IL Y-) a € O NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 8-d Q O It-Z 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE N" "": • k�",. 79 INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ' R "" t O O `I ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS ✓' '..; �� �f SPECIFIED,AND THE WORK APPROVED BY THE CITY. I .¢r.: T-2 < O 8- Y r Z 5.ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE C . ���� SUBJECT TO APPROVAL A I L BY REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. O �. 7 0 �„€. O �� 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONTRACTOR AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE ° 0-3 3 ( . 8- 1 �.�N EXACT DUPLICATES OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE .. �116 p » n CITY. 1 �+ I 7.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES Q O 0 I t ”` ''. s; 8- "' "'"""` FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING I . » *.. Z .:..:1 REQUIRED. O O '.► X18 O 1 ' Z 8- S.WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC ^;"' LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS x " ...., 1 W REQUIRED PURSUANT TO CITY STANDARDS AND DETAILS HEREON. Q »� : : IV C 9 CLEANUP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE TR E OVED CITY ( DU TO L' E OF _ •; �� . I + + 10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL wz � »I .•�� SI IT ISS ES �.��d b I • AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE METROPOLITAN WATER DISTRICT NOTES: REQUIRED RATES PER 1,000 SQ. FT. g Y xK; 19 c :. ' 01 K ea. J e ::..: �.; _ �w..:...>_....�...,:..,»:.:..»,,,.�.�»�.�..�.:�..a.,,.....,...:.��.�: ...� ;�,:: :>.k.�:.».:..»,: :».W .:: : -':, �...::..::..:::::...>a<�� :;;-. :�:«.:: -CONTRACTOR SHALL NOTIFY MR.JOE MIRONE OF THE WATER SYSTEMS OPERATIONS NITROGEN STABILIZED SAWDUST �- £ GROUP PH: 951 776-2664 AT LEAST TWO WORKING DAYS PRIOR 120 Y63 GYPSUM R.O.W. , ( ) #x �' LINE (TYP.) 8" �° ' TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES. 125 IBS GRO-POWER PLUS ��� V1 . ,I } 11. LANDSCAPE AREAS SHALL RECEIVE 4 OF WOOD CHIP MULCH UNDER ALL TREES AND v ` •' » '` SHRUBS,AND BLEND INTO EDGES AT GROUND COVER AREA P >€zgro 8-1 ». W »» .. » .. »":»:......... S, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR +„ 14 � } SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR T PURCHASE O � O U CHASE AND PLACEMENT. r'4k WOOD CHIP MULCH No.3,AVAILABLE FROM: O O (� O a ARTESIA SANDUST 13434 ONTARIO AVE �* - f ONTARIO,CA 91761 R.O.W.— a �' 4 ' �INE (T P.) O � �` PH:909-947-5983 " FAX:909-923-7208 0 DESCRIPTION OF RECISION DA TE Cl TY F_'t APPROVED ': CITY OF RANCHO CUCAMONGA DRIV.E,,- -- PLANTING PLAN WILSON AVENUE LMD 5 4# . �. . z.) ».:. EAST A VENUE LMD PHIy` :DRIVE � ..,� DS TRACT NO. 16113 - UNDERGROUND SERVICE ALERT 3132 APPROVED BY DATE t1� CALL. TOLL FREE CITY ENGINEER R.C.E. NO. 24953 • o �� DESIGN RECOMMENDED •' ✓ —800 'k fi'�R�i * DS ROAD, SUITE O OVIIEJO ® ® ® . ® mom 221-2600 v'>, Exp, �� San Juan Capistrano //�� T T �IT 1/30/08 �� DRAWN CA 92675SHEET&SEE 1�'A A T C H L A. 1 E - C TYN7 WORKING GAYS BEFORE YDU DIG � 0 CALX BE L-9 of 14 CHECKED EXP.1/30/2008 R.L.A. N0. 3132 DRAWING NO. I SHEET RA DA TE: 5/22/06 FILE N0. 1990—L NOTES: 'L 1. REMOVE NURSERY STAKES W E 1 2. STAKES TO BE PLUMB AND STORM DMINI el /� PARALLEL. �R ( ` ` , 3. STAKE TREE PERPENDICULAR UNDERGROUND � TO PREVAILING WIND. UTILITIES g TOP TIE TO B8 PLACED AS LOW TOP of STAKES BELOW HEAD W EG SIDEWALK UTILITY AS POSSIBLE ON 711E TRUNK TO Of TREE WHERE SPECIES GROWTH ` , �� ONH HAlf Of SPACING ALLOW FOR WIND FLEXING Of THA TREB �J p� REQUIREMENT BUT NOT$0 LOW AS TO LOSE SUPPORT HABIT PERMITS. I J S �� ' ` o LIMIT Of PLANTER AREA OR ALLOW THE HEAD TO DROP. MAIN TRUNK TOP TIE TO BE PLACED AS * (2)SETS OF CINCH TIES SPACED LOW AS POSSIBLE ON THE TIGHTLY COMPACTED Y BERM TO FORM METER 10 g 24'APART,CONVEX SIDE AGAINST TRUNK TO A+CW FOR WIND DEPRESSED WATERING BASIN. MIN. MIN.TREE TRUNK ATTACH WITH FLEXING OF HE TREE. BUT TOP OF STAKES BELOW �� g NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO 4'WOOD CHIP MULCH. GALVANIZED SCREWS TO Y `� MI . I LODGE POLES SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. EXT L'NO r ABOVE NO WOOD CHIP MULCH SHOULD BE THE HEAD TO DROP. MAIN TRUNK FINISH GRADE PLACED OR ALLOWED TO REMAIN r DIA LODGE POLE PINE STAKES (2) OVER THE ROOTBALL. TOP OF ROOTBAL.L TO EXTEND WITH WOOD PRESERVATIVE STAIN, SETS OF CINCH TIES SPACED 24" FINISH GRADE Y ABOVE FINISH GRADE DRIVE A MIN.OF V INTO U* APART, ATTACH WITH GALVANIZED R DISTURBED SOIL AND POSITION SCREWS TO 8' LODGE POLES. STAKES OUTSIDE ROOTBALI 2' DIA. LODGE POLE PINE STAKES r SIDEWALK _ 2" MAX WITH WOOD PRESERVATIVE STAIN, `` j( FH DRIVE S't \ 3"BERM TIGHTLY COMPACTED 7 I-� I I I APPROACH d ORIGINAL GRADE DRIVE A MINIMUM OF 6" INTO Q IN PLACE TO FORM WATERING UNDISTURBED SOIL AND POSITION BASIN.LOCATED OUTSIDE Of STAKES OUTSIDE ROOT BALL. DISTANCE EQUAL TO THE _ DISTANCE EQUAL TO THE PLANT PIT. I I— I I I I— I I-III" ON CENTER SPACING ON CENTER SPACING I I- ARBOR GUARD IN TURF AREAS AND IT� �-I I I= FRONT YARDS. I} ROOT BALL I= I- I- g g CURB AND g 1D' 10' Of SPECIFIED SHRUB Of SPECIFIED SHRUB I- TOP OF ROOTBALL TO EXTEND 2' -_)I I I I UNDERGROUND DISTANCE EQUAL TO THE ON CENTER ii Taj AVE FINISH GRADE. ++ IN. MIN. GUTTER I I . _ _ _ - I- PLANT PIT TO BE(2)TIMES THE STRUCTURE a SPACING Of SPECIFIED SHRUB, NATIVE BACKFN L WITH TIGHTLY COMPACTED 3' BERM TO FORM -y f1 NO ROCKS GREATER I— I 1 11—I I— I—I I I I i I—i I 1 i 1--_ WIDTH Of THE ROOT BALL. UNLESS SPECIAL CASE M DESCRIBED WATERING BASIN FOR RESIDENTIAL AND �j �-�7� -�� ::I =j TRANSFORMER VAULT. IN NOTE 4.BELOW. THAN Y DIAMETER -_I I I I GROUND COVER INSTALLATIONS. LOCATE I I-)I I-1 1 TT I I�-I I I I III : I 11 1T-TT ROOT BALL II_ OUTSIDE OF PLANT PIT. BERMS IN TURFAREAS TO -�- I=III 111=111 PLANT PIT TO BE(2) I- ,�/� -�- ACCEPTANCES REMOVED PRIOR TO CITY I I-1 I -I I 1 �- I I I I-= NOTES TIMES THE WIDTH OF ))/` (� - I - NOTE: THE ROOT BALL. - I-) 1- - --T-�:11j �-j j - T- i TTT-TT7-1T 1- I- i TT-i >r 1. TREE SPACING SHALL CONFORM TO PIANS APPROVED BY THE CITY ENGINEER. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL NO WOOD CHIP MULCH a I 1 I I-III �-I I I�I I I- I I 11�� ROCKS GREATER THAN SHOULO BE PLACED OR 1 - I I- _ - - - DIAMETER 2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE Of SIGHT SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON ALLOWED TO REMAIN OVER I TT� - I I 1-I I = CRITERIA AS APPROVED BY TRAFFIC ENGINEER. PIANS:SEE LEGEND FOR SPACING REQUIREMENTS. THE WEDROOBALL I i I-I i I -I 1 I f- I 3. MAINTAIN S FEET FROM CENTER Of TREE TO EDGE Of ALL UNDERGROUND 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR UNDISTURBED NATIVE SON.. FACILITIES.IN ADDITION MAINTAIN 5 FROM CENTER Of TREE TO ALL UTILITY SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER OWNED WATER S SEWER LATERAL LINES. SHALL BE PLANTED AT ON@-HALP THE DESIGNATED SPACING �1T— I I7�i1I=I El I 6RWL FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. UNDISTURBED NATIVE SOIL I I— I '1 1-III-I(I- NATIVE BACKFILL WITH NO 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXIMATELY ROCKS GREATER THAN 3" DIA. NOTES 5'FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINK. - _ 11.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL OOVERN THE FINAL QUANTITIES NOTES - OF ROOT BALL.DO NOT CRACK ROOT BALL. S. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE Of PLANT MATERL4LS.PLANT QUANTITIES INDICATED ON THE ENGINEERING DIVISION. LEGEND ARE ESTIMATES ONLY. I.REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL III - I' I I - I - - NATIVE SOIL UNDISTURBED 2.STAKES TO BE PLUMB AND PARALLEL _ _ _ _ S. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY 4. WHEN WIDTH Of PARKWAY DOES SP ALLOW SPACING AS STANDARD FLANS. SPECIFIED ABOVE,LENGTHEN Tl-IEI SPACING PARALLEL TO 3.STAKE TREE PERPENDICULAR TO PREVAILING WIND. I TWICE ROOT BALL WIDTH _I b �, SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. m CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY- DOUBLE STAKED TREE APPROVED BY SHRUB AND GROUND COVER STANDARD PLAN APPROVED BY. STANDARD PLAN � STANDARD PLAN APPROVED BY STANDARD PLAN A APPROVED BY: STANDARD PLAN DOUBLE STAKED TREE ON SLOPE 506 _ 5 GAL — 24" BOX 502 CONTAINER PLANTING 508 TREE PLACEMENT 501 _ SPACING 508 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF R,C,E. 24953 SHEET 1 OF 1 CRTC GINEER DATE USE WITH STANDARD SPEGIFICATpNS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY !ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF t RCS SHEET 1 OF 1 RCE. NOTES: 1. SLOPE IN TURF AREAS: a. BETWEEN CURB AND SIDEWALK/TRAIL – 29 HARDSCAPINO(CONCRETE HEADER, b. BEHIND SIDEWALK/TRAIL - 29: TO 5:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE CURB 3 GUTTER,SIDEWALK,ETC_) PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. 2. SLOPES IN SHRUB/GROUND COVER AREAS: 4'OF COMPACTED WOOD CHIP a. BETWEEN CURB AND SIDEWALK/TRAIL — 29 MULCH. b. BEHIND SIDEWALK/TRAIL — 29: MIN. TO 3:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTED FINISH SOIL GRADE IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. 1r TOP OFROOTBALLTOEXTEND r 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE u ABOVE FINISH GRADIS.TAPER FILL BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. FROM TOP OF ROOT BALL TO F.O. ORIGINAL.GRADE NATIVE BACKFILL WITH NO ROCKS .� =1 GREATER THAN Y DIAMETER. 3'BERM TIGHTLY COMPACTED IN d 1— PLACE TO FORM WATERING BASIN. IT— �— III=1 I I SHOVEL CUT EDGE COMPACTED NATIVE SOIL ISI—Ij ROOT BALL II' 4 I- - I=1 I PLANT PIT TO BE(2)TIMES THE \ O`fR _ \ OUTSIDE PUBLIC R.O.W. NO-III-—III--III�1=T—III—_III—IT— W'DTH Of THE ROOT BALL TORF 4,4* \ SHOULDBEPLACED OR NOTES: ~ _` �qX' \ \ o�TM�TI�GT�� CHIP MULCH f-1 I I—III—I 1 I—III—)I I I I—III=) 1.PRIOR TO PURCHASEIPLACEMENT Of THE MULCH,THE CONTRACTOR SHALL "- 1=� SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.. 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND TURF, SHRUB AND GROUND COVER INTO EDGES AT GROUND COVER AREAS. — — — — UNDISTURBED NATIVE SON.. 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALLOFAWOODY PLANT OR WITHIN PUBLIC RIGHT-OF-WAY ALLOWED TO REMAIN THERE (SEE NOTES HEREON NOTES: 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL DO NOT CRACK ROOT BALL I R 1 CITY OF RANCHO CUCAMONGA, CALIFORNIA CIN OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY STANDARD PLAN APPROVED BY. STANDARD PLAN r APPROVED BYE STANDARD PLAN CONTAINER PLANTING ON SLOPE 507 MULCH INSTALLATION 509 o ALLOWABLE GRADES �, _ 541 SCITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FORPUBLK;WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBL C WORKS CONSTRUCTION SHEET I OF L R.C.6 SHEET 7 Of 1 RC.G SHEET 1 OF 1 R.C.E. 24953 1! I% i DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA PLANTING DLTAIL9 WILSON A VENUE LMD ps p� RAST A VENMR LMD UNDERGROUND SERME ALERT �� Y iT � TRACT NO. 16113 CALL: TOLL FREE 3132 , 1-800 4 APPROVEO BY �/ OA TE E. N . c� 2496, 221-2600 � s N CITY ENGINEER R.C. J'�, EXP � DESIGN 31726 RANCHO VIEJO RECOM O ThO WORKING DAYS BEFORE YOU DIG 9J• 1/30/084� (�S ROAD, SUITE 201 CAL S San Juan Capistrano of 1 O DRAWN SJACA 92675 SHEET BE L- 10OF 14 CHECKED EXP. 1/30/2008 R.L.A. N0. 3132 DRAWING NO. RA DA TE: 5/22/06 FILE NO. 1990-L SPRINKLER IRRIGATION SPECIFICATIONS 3. Before the date of the final observation, the Contractor shall transfer all information from the 3. Provide the amount of cost savings if the substituted item is approved. "record drawing" prints to a sepia mylar or similar mylar material. Arrangements shall be made B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting D. Brass Pipe and Fittings: PART 1 - GENERAL through the city for obtaining said sepia mylar or similar mylar material. All work shall be in any submittal item as an approved equal to the equipment and materials listed on the Drawings waterproof India ink and applied to the mylar by a technical pen made expressly for use on and Specifications. 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal 1.01 DESCRIPTION mylar material. Such pen shall be similar to those manufactured by Rapidograph, Kueffel & Specification#WW-P-351. Esser, or Faber Castell. The dimensions shall be made as to be easily readable even on the final 1.06 GUARANTEE A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish controller chart (see Section Q. The original mylar "record drawing" plan shall be submitted to 2. Fittings shall be red brass conforming to Federal Specification#WW-P-460. and install the Irrigation System as shown on the Drawings and described herein. the City of Rancho Cucamonga for approval prior to the completion of the controller chart. A. The guarantee for the irrigation system shall be made in accordance with the attached form. B. Standards: All work and materials shall comply with governing codes, safety orders, 4. The Contractor shall dimension from two (2)permanent points of reference, such as building The General Conditions and Supplementary Conditions of these Specifications shall be filed E. Copper Pipe and Fittings:with the City prior to acceptance of the irrigation system. standards, and regulations, and meet the minimum requirements of the Standard Specifications corners, sidewalk edges, road intersections, etc., the location of the following items: 1. Pipe: Type K, hard tempered. For Public Works Construction (Green Book) latest edition. B. A copy of the Guarantee form shall be included in the operations and maintenance manual. a. Connection to existing water lines. 2. Fittings: wrought copper, solder joint type. 1.02 QUALITY ASSURANCE &REQUIREMENTS b. Connection to existing electrical power. C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the c. Gate valves. following information: 3 Joints shall be soldered with silver solder, 45 % silver, 15% copper, 16% zinc, 24% cadmium, A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all d. Routing of sprinkler pressure lines (dimension max. 100' along routing). solidus at 1125° F, and liquidus at 1145° F. observations as required. e. Sprinkler control valves. GUARANTEE FOR IRRIGATION SYSTEM f. Routing of control wiring and locations of all splice boxes. F. GateValves: B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed g. Quick coupling valves. We hereby guarantee that the irrigation system we have furnished and installed is free from in all cases where the manufacturers of articles used in this Contract furnish directions covering h. Stub-outs for future connections. defects in materials and workmanship, and the work has been completed in accordance with the 1. Ball Valves (1'/2" and smaller) points not shown in the Drawings and Specifications. i. Other related equipment as directed by the City of Rancho Cucamonga. Drawings and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We 5. On or before the date of the final field observation, the Contractor shall deliver the corrected agree to repair or replace any defects in material or workmanship which may develop during the a. Ball valves shall be a 125 lb SWP bronze valve with threaded ends and shall be equipped with C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations and completed sepias to the City of Rancho Cucamonga. Delivery of the sepias will not relieve period of one year from date of acceptance and also to repair or replace any damage resulting a stainless steel handle. governing or relating to any portion of this work are hereby incorporated into and made a part of the Contractor of the responsibility of furnishing required information that may be omitted from from the repairing or replacing of such defects at no additional costs to the City. We shall make b. Ball valves shall be Nibco T- 585-70-66 or approved equal. these Specifications, and their provisions shall be carried out by the Contractor. Anything the prints. such repairs or replacements within a reasonable time, as determined by the City, after receipt of c. All Ball valves shall be installed per detail. contained in these Specifications shall not be construed to conflict with any of the above rules, written notice. In the event of our failure to make such repairs or replacements within a regulations, or requirements of the same. However, when these Specifications and Drawings call C. Controller Charts: reasonable time after receipt of written notice from the City, we authorize the City to proceed to 2. Resilient Wedge Gate Valve (2" and larger) for or describe materials, workmanship, or construction of a better quality,higher standard, or have said repairs or replacements made at our expense and we will pay the costs and charges larger size than is required by the above rules and regulations, the provisions of these 1. As-builts drawings shall be approved by the City of Rancho Cucamonga before controller therefore upon demand. a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut. Specifications and Drawings shall take precedence.. charts are prepared. TR. 16113 EAST AVE. AND WILSON AVE. b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts or approved PROJECT: equal. D. Explanation of Drawings: 2. Provide one controller chart for each controller sequence. c. All Resilient Wedge Gate valves shall be installed per detail. LOCATION: SOUTHWEST CORNER OF WILSON AVE. &EAST AVE. 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., 3. The chart shall show the area controlled by the automatic controller and shall be the maximum G. Quick Coupling Valves: which may be required. The Contractor shall carefully investigate the structural and finished size which the controller door will allow. SIGNED: conditions affecting all of his work and plan his work accordingly, furnished such fittings, etc., 1. Quick coupling valves shall have a brass, two-piece body designed for working pressure of as may be required to meet such conditions. Drawings are generally diagrammatic and 4. The chart is to be a reduced drawing of the actual installed system. However, in the event the ADDRESSED: 150 P.S.I. indicative of the work to be installed. The work shall be installed in such a manner as to avoid controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be conflicts between the irrigation system, planting and architectural features. will be readable when reduced. PHONE: DATE OF ACCEPTANCE: as shown on the Drawings. 2. All work called for on the Drawings by notes or details such be furnished and installed 5. The chart shall be a black line or blueline ozalid print and a different color shall be used to PART 2 - PRODUCTS H. Backflow Prevention Units: whether or not specifically mentioned in the specifications. indicate the area of coverage for each station. 3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when 6. When completed and approved, the chart shall be hermetically sealed between two pieces of 2.01 MATERIALS 1. Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install backflow prevention units in accordance with the Drawings. it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions plastic, each piece being a minimum 20 mils. A. General: Use only new materials of brands and types noted on drawings, specified herein, or exist that might not have been considered in engineering. Such obstructions or differences approved equals. 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh should be brought to the attention of the City of Rancho Cucamonga. In the event this 7. These charts shall be completed and approved prior to the final field observation of the B. PVC Pressure Main Line Pipe and Fittings: monel screen and shall be similar to Bailey 4100B or approved equal. notification is not performed, the Contractor shall assume full responsibility for any revision irrigation system. necessary. D. Operation and Maintenance Manuals: 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. 3. All pressure main line piping between the point of connection and the backflow preventer 1.03 SUBMITTALS 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !, PVC compound shall be installed as required by local code. The Contractor shall verify with the local governing 1. Prepare and deliver to the Cit of Rancho Cucamonga within ten calendar days nor to body as to material type and installation procedures prior to start of construction. Submit shop P Y g Y prior conforming to ASTM resin specification D1784. All pope must meet requirements asset forth drawing for approval. A. Material list: completion of construction, two hard-cover, three ring binders containing the following in Federal Specification PS-22-70, with an appropriate standard dimension (S.D.R.) information: (Solvent-weld Pipe). I. Check Valves: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Drawings and Specifications. No substitution will be allowed without prior written a. Index sheet which states Contractor's name, address, and telephone number, and which lists 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with approval by the City of Rancho Cucamonga. each installed equipment and material item including names and addresses of manufactures local welded joints. replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Specification representatives. WW-V--51D, Class A, Type IV. 2. Complete material list shall be submitted prior to performing any work. Material list shall b. Catalog and parts sheets on every material and equipment item installed under this Contract. 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 PVC compound include the manufacturer, model number, and description of all materials and equipment to be c. Guarantee statement. conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and used. Although manufacturer and other information may be different, the following is a guide to d. Complete operating and maintenance instructions on all major equipment. Federal Specification PS-21-70. outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field proper submittal format: adjustable against drawout from S to 40 feet of head. Anti-drain valve shall be similar to the 2. In addition to the above mentioned maintenance manuals, provide the City's maintenance 5: PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM Valcon "ADV" or approved equal. Item No. Description Manufacturer Model No. personnel with instructions for major equipment and show evidence in writing to the City of test procedure D2466. Rancho Cucamonga at the conclusion of the project that this service has been rendered. J. Control Wiring: 1 Backflow Preventer Febco $25-Y-BV 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and 2 Automatic Controller Calsense ET 1 24 -DR E. Equipment to be Furnished: installation methods prescribed by the manufacturer. 1. Except as noted otherwise, connections between the automatic controllers and the electric 3 Master Valve Superior 3100 RCV control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Control wiring 4 Etc. Etc. Etc. 1. Supply as a part of this contract the following tools: 7. All PVC pipe must bear the following markings: installed in control wire conduit within structure shall be made with AWG-TW solid copper Irrigation submittal must be specific and complete. All items must b listed and should include a. Two 2 sets of special tools required for removing, disassembling and adjusting each a of wire. Pilot wires shall be a different color wire for each automatic controller. Common wires g p p y ( ) p q 8� g J g type a. Manufacturer's name shall be white with a different color stripe for each automatic controller. Install in accordance solvent, primer, wire, connectors, valve, boxes, etc. No copies of manufacturer's literature sprinkler and valve supplied on this project. b. Nominal pipe size with valve manufacturer's specifications and wire chart. In no case shall wire size be less than (catalog cuts) are required as submittal information. b. Two (2) four-foot valve keys for operation of gate valves. c. Schedule or class 414. c. Two (2) keys for each automatic controller. d. Pressure rating in P.S.I. 3. Equipment or materials installed or furnished without prior approval of the City of Rancho d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of e. NSF (National Sanitation Foundation) approval 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure Cucamonga may be rejected and the Contractor may be required to remove such materials from each type of quick coupling valve installed. f. Date of extrusion supply or lateral lines wherever possible. the site at his own expense. 2. The above mentioned equipment shall be turned over to the City at the conclusion of the 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, 4. Approval of any item, alternative or substitute indicates only that the product or products project. Before final observation can occur, evidence that the City has received material must be applicable I.P.S. schedule and NSF seal of approval. apparently meet the requirements of the Drawings and Specifications on the basis of the shown to the City of Rancho Cucamonga. information or samples submitted. C. PVC Non-Pressure Lateral Line Piping: 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING Cl Tr 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld joints DESCRIPTION of REVISION DATE APPROVED Such warranties shall only supplement the guarantee. A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, when installed in planting areas. UNDERGROUND SRI/IC£ ALERT loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in a CAL4: TOLL FREE CITY OF RANCHO CUCAMONGA B. RECORD DRAWINGS: vehicle which allows the length of pipe to lie flat so as not to subject it to under bending or a 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with 1-800 (0concentrated external load at any point. Any section of pipe that has been dented or damaged solvent welded joints. IRRIGATION SPECIFICATIONS 1. The Contractor shall provide and keep up-to-date a complete record set of blueline ozalid will be discarded, and if installed, shall be replaced with new piping. z7 2600 prints which shall be corrected daily, showing every change from the original Drawings and 3. Pipe shall be made from NSF approved, Type 1, Grade II PVC compound conforming to R'"°DA YS BEFORE YOU°'° WILSON A VENUE' LMD Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this 1.05 SUBSTITUTIONS ASTM resin specification D1784. All pipe must meet requirements set forth in Federal EAST AVENUE LIVID purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall Specification PS-22-70 with an appropriate standard dimension ratio. be kept on the site and shall be used only as a record set. A. If the Contractor wishes to substitute any equipment or materials for the equipment or TRACT NO. 16118 materials listed on the Drawings and Specifications, he may do so by providing the following 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01B), all requirements forDSCAp� ��V� 2. The Contractor shall make neat and legible notations on the record drawing progress sheets information to the City of Rancho Cucamonga for approval: non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main ,t wir �P APPROVED BY / DATE F� daily as the work proceeds, showing the work as actually installed. For example, should a piece line pipe and fittings as set forth in section 2.0113 of the Specifications. ���` ' '' t CITY ENGINEER �( G/ R.C.E. NO. 24957 of equipment be installed in a location that does not match the plan, the Contractor must indicate 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of '� 3132 DESIGN 31726 RANCHO VIEJO RECOM D D `f ROAD, SUITE 201 L1 that equipment has been relocated in a graphic manner so as to match the original symbols as paper for each item to be submitted. '� DSSan Juan Capistrano indicated in the irrigation legend. The relocated equipment and dimensions will then be i r.ft * DRAWN SJA CA 92675 SHEET transferred to the original record drawing plan at the proper time. 2. Provide descriptive catalog literature, performance charts and flow charts for each item to be ��q,� 1/30 0$ o��� BE L- of 14 substituted. F C ALIS CHECKED EXP. 1/30/2008 R.L.A. N0. 3132 DRAWING N0, RA OA TE 5/22/06 FILE NO. 1990-L )!WJTCrSAFET.1V0 OF 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. Note: Testing of pressure main lines shall occur prior to installation of the electric control valves. 3. Where more than one (1) wire is placed in a trench, the wiring shall be taped together at intervals of fifteen(15) feet. 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail 3. All piping under paved areas shall be tested under hydrostatic pressure of ISO pounds per square . B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall inch and proven watertight prior to paving. be responsible for damages to utilities which are caused by his operations or neglect. Check drawings or Specifications pertaining to specific items required to complete work, perform such P gh P P g• 4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion existing utilities drawings for existing utility locations. work in accordance with best standard practice with prior approval of City of Rancho Cucamonga. curl shall be of sufficient length at each splice connection at each electric control valve, so that in 4. Sustain pressure in lines for not less than six (6)hours. If leaks develop, replace joints and case of repair, the valve bonnet may be brought to the surface without disconnecting the control repeat test until entire system is proven watertight. C. Coordinate installation of sprinkler materials including pipe, so there shall be no interference 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. p Y P wires. Control wires shall be Laid loosely in trench without stress or stretching wire conductors. with utilities or other construction or difficulty in planting trees, shrubs, and ground coveis. Installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. 5. All hydrostatic tests shall be made only in the presence of the General Contractor and the City S. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, Rainbird Snap-Tile i of Rancho Cucamonga. No pipe shall be backfilled until it has been observed, tested, and wire connectors., ora roved equal. Make only one lice with each connector sealing D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed approved in writing. Pp q Y P g pack. before starting work on the irrigation system. � S. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon PP g• tape or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to 6. Field splices between the automatic controller and electric control valves will not be allowed 3.02 PREPARATION metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are 6. Furnish necessary force pump and all other test equipment. without prior approval of the City of Rancho Cucamonga. required, use threaded PVC adapters into which the pipe may be solvent welded. A. Physical layout: 7. When the irrigation system is completed, perform a coverage test in the presence of the City of K. Automatic Controller: E. Line Clearance: Rancho Cucamonga to determine if the water coverage for planting areas is complete and 1. Automatic controllers shall be of size and type shown on the Drawings. 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, routing and adequate. Furnish all materials and perform all work required to correct any inadequacies of ( ) yp g 1. All lines shall have a minimum clearance of six 6 inches from each other and twelve 12 coverage due to deviations from the Drawings, or where the system has been willfully installed as location of sprinkler heads. ( ) ( ) inches from lines of other trades, with the exception of the control wire sleeve(s) which shall be indicated on the Drawings when it is obviously inadequate, without bringing this to the attention of 2. Final location of automatic controller(s) shall be approved by the City of Rancho Cucamonga. 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. installed adjacent to pressure supply line. Parallel lines shall not be installed directly over one the City of Rancho Cucamonga. This test shall be accomplished before any ground cover is 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic B. Water Supply: another. planted. controller location is to be furnished by others. The final electrical hook-up shall be the F. Automatic Controller Assembly: 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet responsibility of the Contractor. site requirements. 1. The irrigation system shall be connected to water supply point(s) of connection as indicated on the Drawings. Install as per manufacturer's instructions. Remote control valves shall be connected to controller L. Electric Control Valves: in numerical sequence as shown on the Drawings. 3.07 MAINTENANCE 1. All electric control valves shall be the same size and a shown on the Drawings. 2. Connections shall be made at the approximate location(s) shown on the Drawings. The A. The entire irrigation system shall be under full automatic operation for period of seven 7 �'p g Contractor is responsible for minor changes caused by actual site conditions. G. High Voltage Wiring for Automatic Controller: days prior to an g p p ( ) Y P Yplanting. 2. All electric control valves shall have a manual flow adjustment. C. Electrical Supply: 1. 120 volt power connection to the automatic controller shall be provided by the Contractor. B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. 3. Provide and install one control valve box for each electric control valve. 1. Electrical connections for any and all automatic controllers shall be made to electrical point(s) 2. All electrical work shall conform to local codes, ordinances, and union authorities having of connection as indicated on the Drawings. jurisdiction. 3.08 CLEAN-UP M. Control Valve Boxes: 2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor is responsible for minor changes cause by actual site conditions. H. Remote Control Valves: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries #910-12B with green removed from the site, all walks and paving shall be bloomed or washed down, and any damage bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of six(6) 1. Install where shown on the Drawings. Where grouped together, allow at least twelve (12) sustained on the work of others shall be repaired to its original condition. inches. 3.03 INSTALLATION g ' p g 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE inches between adjacent valve boxes. Install each remote control valve in a separate valve box. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. Carson Industries # A. Trenching: A. The Contractor shall operate each system in its entire for the Cit of Rancho Cucamonga at I. Flushing of System: p y entirety y g 1419-12B with green bolt-down cover or approved equal. 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even time of final observation. Any items deemed not acceptable by the City of Rancho Cucamonga grade. Trenching excavation shall follow layout indicated on the Drawings and as noted. 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion shall be reworked to the complete satisfaction of the City of Rancho Cucamonga. 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. Carson work has been completed, and prior to installation of sprinkler heads, the control valves shall be Industries # 608-12 with green flex-lock cover or approved equal. opened and full head of water used to flush out the system. B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has 2. Provide for a minimum of twenty-four(24) inches cover for all irrigation lines installed under received all accessories, charts, record drawings, and equipment as required before final site 4. Use 9-1/2" x 16" x I V rectangular box for all electric control valves installed within on-grade paving or hardscaping. observation can occur. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the landscaped areas. Carson Industries► # 1419-12B with green bolt-down cover or approved equal. 3. Provide for a minimum of twenty-four(24) inches cover for all pressure supply lines of three (3) complete satisfaction of the city of Rancho Cucamonga. S. Use 10" x 10-114" round box for all quick coupling valves installed within on-structure inches or larger in diameter. J. Sprinkler Heads: 3.10 SITE OBSERVATION SCHEDULE landscaped areas. Carson Industries No. 910-12B with green bolt-down cover or approved equal. A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance for 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply Lines of two and the following observation meetings, according to the time indicated: one half(2V2") inches or smaller 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be installed in this g g g N. Sprinkler Heads: work shall be equivalent in all respects to those itemized. S. Provide for a minimum of twelve (12) inches for all non-pressure lines. 1. Pre-Job Conference - 7 days 1. All sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the with the diameter(or radius) of throw, pressure, and discharge as shown on the Drawings and/or 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. spacing exceed the maximum recommended by the manufacturer. 2. Pressure supply line installation - 24 hours specified in these special provisions.. 2. Spray heads shall have a screw adjustment. 7. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads. 3.04 TEMPORARY REPAIRS 3. Lateral line and sprinkler installation - 24 hours B. Backfilling: The City reserves the right to make temporary repairs as necessary to keep the sprinkler system 4. Automatic controller installation - 24 hours 3. Riser units shall be fabricated in accordance with the details shown on the drawings. equipment in operating condition. The exercise of this right by the City shall not relieve the 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be Contractor of his responsibilities under the terms of the guarantee as herein specified. S. Control wire installation- 24 hours 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler carefully backfilled with the excavated materials approved for backfilling, consisting of earth, body. 3.05 EXISTING TREES 6. Pressure supply Line and lateral line testing - 48 hours loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. S. All sprinkler heads of the same type shall be the same manufacturer. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent 7. Coverage test - 48 hours undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible g areas, humps or other surface irregularities. care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots O. Sleeving: occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the 8. Final observation - 7 days 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring shall be prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots B. When observations have been conducted other than the City of Rancho Cucamonga, show Schedule 40 P.V.C. or approved equal. than one-half(/a) inch in size will be permitted in the initial backfill. evidence in writing of when and b whom these observations were made. smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand g Y 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted P. Vandal Resistant Controller Enclosure: with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within C. No site observations will commence without "As-Built" record drawings. The contractor shall 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, planting, twenty-four(24) hours; and where this is not possible, the side of the trench adjacent to the tree not call for a site visit without "As-Built" record drawings, without completing previously noted 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation shall be kept shaded with burlap or canvas. corrections, or without preparing the system for said visit. Detail sheet. or other construction are necessary, the Contractor shall make all required adjustments without cost to the City. 3.06 FIELD QUALITY CONTROL 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting C. Trenching and Backfill Under Paving: the automatic sprinkler controller and terminal strip. A. Adjustment of the System: 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be installed, 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt receptacle. shall be backfilled with sand (a layer four(4) inches below the pipe and six (6) inches above the prevent overspray onto walks, roadways, and buildings as much as possible. Metal conduit shall run from the 117 volt supply to the controller housing. All power within the pipe) and compacted in layers to 95% compaction, using manual or mechanical tamping devices. housing shall be properly phased. Trenches for piping shall be compacted to equal the compaction of the existing adjacent 2. If it is determined that adjustments in the irrigation equipment will provide proper and more UNDERGROUND SER DICE ALERT CITY DESCRIPTION OF REVISION DATE undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments APPROVED 4. A terminal strip shall be provided, clearly indicating the proper points of connection of all CALL: TOLL FREE p p ' y g p p p with the adjoining grade. The Contractor shall set in place, cap and pressure test all piping under may also include changes in nozzle sizes and degrees of are as required. appropriate wiring (station valves, master valve, common, central control). paving prior to the paving work 1--800 CITY OF RANCHO CUCAMONGA 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days �// 227-2600 Q. Miscellaneous Irrigation Equipment: after notification by the City. - TWO WORKING GAYS BEFORE YOU DIG IRRIGATION SPECIFICATIONS 1. Refer to the Irrigation Plans for sizes and es of miscellaneous irrigation equipment. 2. Generally, piping under existing walks is done by jacking boring, or hydraulic driving but p perpendicular g,r gn WILSON A VENUE LMD g types g � � 4. All sprinkler heads shall be set to finished grades unless otherwise designated on where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and the Drawings. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalks 0SCAP EAST A VENUE LMD and/or concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic driving will 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so that each lateral �L sMir 'gyp TRACT NO. 16113 PART 3 - EXECUTION be permitted under concrete paving. operates at design pressure. 3132 A 3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to trafficY B. TestS ��%��.GGt 1 , DATE a dpi ing of Irrigation System: * 9h APPROVED B� * CITY ENGINEER R.C.E. N0. 24953 3.01 OBSERVATION OF SITE CONDITIONS loads. 1. The Contractor shall request the presence of the City of Rancho Cucamonga in writing at least EXP. DESIGN 31726 RANCHO VISJO RE MlDED 48 hours in advance of testing. �9J�, 1/30108 �04� ISS ROAD n Jan UapiEs 201 A. All scaled dimensions are approximate. The Contractor shall check and verify all size D. Assemblies: OF CALX SJA CA 92675 rano DRA WN SHEET dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding with 2. Test all pressure Lines under hydrostatic pressure of 150 pounds per square inch and prove Je work under this Section. 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install lines watertight. BE L- 12 of 14 (and various assemblies) in such a manner as to conform with the details in the Drawings. CHECKED EXP. 1/30/2008 R.L.A. N0. 3132 DRAWING NO. RA DA TE' 5/22/06 FILE NO. 1990-L J � . CONCRETE SPECIFICATIONS project scope of work will apply: All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the Rough Grading. Contractor 5.04 Mulch: PART 1 GENERAL Drain Lines and Catch Basins. 3.04 Soil Preparation: Mulch: Shall be of compacted wood chi fiber. Irrigations (main line pressure, coverage & system operations test). p P P 1.01 Description Soil Preparation and Finish Grading. All work on irrigation system shall be complete and inspected for recommended approval and, fine grading 5.05 Coordination: For concrete information refer to the Standard Specifications for Public Works Construction Plant Material (delivery&placement). completed,prior to rototilling and prior to soil amendment work. (Green Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is 400, as well as any other sections related to the installation, per and post installation of concrete Final Inspection (after maintenance period) - 7 days. After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping to a delayed, keep plant roots moist and place in a sheltered location protected from the sun, wind and other work, materials, labor, and clean-up. The Standard Specifications for Public Works depth of 12". All rock and debris more than 2" in diameter shall be removed from the site, except for areas that damaging elements. Construction is available from: The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City are to be sodded, in which all rock and debris more than 1" in diameter shall be a minimum of seven (7) days prior to the beginning work. B. Soil preparation and e removefine grading shall be completed and trees and shrubs installed prior to bedding plants 30 55 Overland Avenue 1.07 Guaranties:Building News Apply, spread, and rototil in all soil amendments as recommended to a depth of 6". Water area thoroughly and ground cover planting. 30 Los Angeles, CA 90034 after rototilling is complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of planting area: 5.06 Installation: (310) 202-7775 A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of final acceptance of landscape construction for periods as follows: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. Plant ground cover and bedding plants in moist soil and space as indicated on plans. 1.02 Scope 200 lbs. of Gro-Power or approved equal. Furnish and install all concrete work complete as indicated on the drawings or as specified, Trees 24" box & larger 1 year Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil including, but not limited to the following: Trees 15 gal. & smaller 1 year The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because moisture shall be such that soil does not crumble when removing plants from container. Shrubs All sizes 120 days soil conditions may change drastically from the time these specifications were developed to the time the actual A. Furnish and set all reinforcing steel, bolts, and anchors. Ground Cover 120 days soil conditioning take place. Therefore the Contractor shall Regrade planter areas after planting, to restore smooth finish grade and to in obtain his own soils analysis at a rate of one per g gr sure proper surface drainage. A 4 . Install all items required by other trades which are to be cast into concrete. Bedding Plant 120 days every 25,000 square feet of planted area. These soil tests shall b� n layer of mulch material shall be spread over the entire planter area after grade i P conducted by an approved Agronomic soils P gr s established. Watering shall C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where applicable. Lawn (sod) 120 days testing Laboratory approved by the project Landscape Architect and Ci Copies of the soil tet begin immediately after mulching. (Grading shall accommodate the mulch Lawn (seed) 120 days from first mowing ty p s to be provided ) 1.03 Protection g during the Pre-construction job conference. All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricade 5.07 Protection: shall be placed imediately after concrete finishing. Contractor shall furnish,place and remove all Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance 3.05 Finish Grading: of his own barricades. Contractor shall be responsible for any damage to new construction and period. Landscape Contractor shall replace and plant all materials which have died within the time Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. replacement or repair of the work shall be made without added cost to the City. span stated above, at no cost and within S days from receiving written notice from the Landscape After rototilling operations are complete, grade areas to establish finish grades for planting. All flow lines shall Architect or City. If dead material is not replaced and planted within the S day period, City may be maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. PART 6 - WEED ABATEMENT 1.04 Clean-up replace dead material with new material and charge the Landscape Contractor for all expenses incurred. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. 6.01 Scope of Work: Upon completion of all concrete work and before final acceptance, the Contractor shall remove vi all tools, surplus materials, apparatus, debris, etc. from the site and the site shall be left in a B. Construction Materials: The contractor shall guarantee all workmanship and materials for all sfe 3.06 Coordination: Provide de all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably development, for a period of one year from date of final acceptance of project. implied, and as delineated in the specifications. clean, neat condition acceptable to the City. � Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil PLANTING SPECIFICATIONS 1.08 Material and Labor Releases: 6.02 Quality Assurance: amendment work, and planting. (See Weed Abatement section). A. The Applicator of all weed control materials shall be licensed b the State of California as a Pest n Y Control PART 1 - GENERAL Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and PART 4 - TREES AND SHRUBS Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. materials releases for all work performed under Site Development. 1.01 Scope of Work: 4.01 Scope of Work: B. All materials and methods must conform to Federal, State, and Local Regulations. 1.09 Disposal and Clean-up: Contractor shall provide all materials, labor and equipment incidental to and necessary for Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on plans, as 6.03 Submittal: completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the Remove all waste materials (including excavated material classified as unacceptable soil material), reasonably implied and as delineated in the specifications. Specifications as follows. trash and debris generated or encountered during the course of landscape construction, and legally Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Landscape dispose of it. During the course of the work, remove surplus materials from the site and leave 4.02 Products Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the 1.02 Standards: premises in a neat and clean condition. Clean up and remove all remaining debris and surplus A. Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Names" established by weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned the American Joint Committee on Horticulture. Except for names covered therein the established custom of shall furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility All work and materials shall comply with governing codes, safety orders, standards, and upon the request of the inspector. the nursery is followed. of the weed control materials and methods with the intended planting and seed varieties present. regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. PART 2 - EXECUTION B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from 6.04 Responsibility and Coordination: plant disease, insect pests, or their eggs, and shall have healthy, normal root systems, well-filling their 1.03 Quality Assurance: 2.01 Protection: A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion container, buy not to the point of being root bound. Plants shall not be pruned at anytime, and in no case shall Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be trees be topped. into the treated areas and to notify the public. A. All Contractors performing Site Development work, must be licensed in accordance with the allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other suitable laws of the State of California. material until planting. Balled and burlapped plants shall have root ball covered with moist sawdust, C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices B. No material or methods shall affect the landscape planting or hydroseed germination. No material or wood chips or other suitable material until planting. and shall be of the size and caliper normally associated with the container size specified on plans. Removal of method shall render the job site unusable for more than 10 days from date of application. B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors 202 Installation: all tags, labels, nursery stakes and ties from all plant material prohibited until the approval of the Landscape and Material Suppliers expected to be employed during the course of construction. . Architect or City. 6.05 Non-Selective Herbicides: D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry C. Contractor shall obtain and keep in force Public Liability and Properly Damage Insurance, Detailed layout of plants within the planting areas shall be performed by Contractor and approved by out the intent of the planting plan will not accepted and will be replaced at Contractor's expense. Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control during entire course of the Construction Contract. The amount of insurance shall be determined the Landscape Architect and City prior to planting. Advisor) by City. E. Sizes of Plants - Shall be as stated on the Plan. Container stock(1-gallon, 5-gallon, and 15-gallon) shall Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the have been grown in containers for at least one (1) year, but not over two (2) years. 6.06 Selective Herbicides: D. Prior to start of site development work, the Contractor shall notify the Landscape Architect following mixture: F. Substitutions - Substitutions for indicated plant material will be permitted provided the substitute materials Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control an City to give starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person in charge of the work. Native, On-Site Soil with rock no greater than 3" in diameter are approved in advance by the City, and are made at no additional cost to the City. Except for authorized Advisor) Gro Power Plus, 5-3-1 151bs/cy variations, all substitute plant materials shall conform to the requirements of these specifications. 1.04 Responsibilities and Coordination: Iron Sulfate 2 lbs/cy 6.07 Weed Eradication: G. Plants Not Approved - Plants not approved are to be removed from site immediately and replaced with If in the opinion of the Pest Control Advisor, perennial grasses and weeds existin in the lantin areas will A. Permits: The Contractor shall obtain and pay for all permits and inspections required by (To be used for bidding purposes only, verify with Agronomic Soils Test.) suitable plants. The City reserves the right to reject entire lots of plants represented by defected samples. g P g require control prior to removal, spray these areas per Pest Control Advisor's recommendations. governing authorities for the work to be performed. After backfilling, construct a 3" earthen berm to form wateringbasin around each plant, to all p ow H. Stake all trees, as per details Immediately after planting to prevent wind damage. A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the thorough water-in and establishment. plans at the site prior to commencement of any work under this contract. The Contractor shall I. Plant trees that are to be located in lawn or ground cover areas after finish planting areas. �' grades are first established and verify the location and depth of all underground utilities prior to start of work. Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. allow at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough Berms in turf areas to be removed prior to City acceptance. watering of trees. All planting holes shall be excavated as defined on appropriate details. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" - 2" below the surface of the C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all PART 3 - SOIL PREPARATION AND FINISH GRADING soil. Physically remove all weeds from the site. temporary utilities such as water, electrical power and gas as required by him for the 4.03 Soil Amendments: construction of the project. Temporary services shall be coordinated with the City and other 3.01 Scope of Work: contractors on the job site. Soil amendments shall be as recommended in the Agronomic soils report A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all preparation and finish grading of all planting and lawn areas as shown on plans, as reasonably 4.04 Trees Stakes: implied, or as delineated in the specifications. surveys, reference points and elevations required by him, and shown on plans for proper DESCRIPTION OF REVISION DATE Cl TY APPROVED execution of site construction. Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further information. UNDERGROUND SERVICE ALERT B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. CALL: TOLL FREE E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required PART S - GROUND COVER AND BEDDING PLANTS o 1_800 CITY OF RANCHO CUCAMONC. A by him for the construction of the project. All temporary traffic barriers and detours shall C. Cleaning and finish grading of planters areas and planting areas. conform to all conditions required by the City or governing authorities. 3.02 Topsoil: 5.01 Scope of work: 227-2600 CONSTRUCTION di&' PLANTING SPECIPICATION 1.05 Defective and Unauthorized Work: TWO WORK/NG DAYS BEFORE YOU DIG Provide all materials and equipment and perform all work necessary for and incidental to installing all ground WILSON A VENUE LMD A. Existing on-site soils listed as 'acceptable' under'Site Grading' specification. cover and d bedding plants, as shown on plans, as reasonably implied, or delineated in the specifications. EAST A VENUE LMD All work which is determined by inspection to be defective in its construction or deficient in any B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sand textured. DSCAp TRACT NO. 16113 of the requirements of the plans and specifications, shall be remedied or removed, and replaced g, y tuned. 5.02 Bedding Plants: u s A by the Contractor at his own expense in a manner acceptable to the Landscape Architect and Silt plus clay content of this soil shall be no greater than 15 %by weight. The boron content of this �� ' �� e� ?_ soil shall be no greater than 1 part per million as measured on the saturation extract. The sodium Perennials and Annuals: Provide health container own Tants from a recognized � 3132 APPROVED BY I, DA TE ��� City. y gr p gnized nursery, and of the species CITY ENGINEER 1/ � absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure and variety shown on plans. 0.9 � R.C.E. NU 24953 conformance, samples of the imported soil shall be submitted to an agronomic soils testing DESIGN RECOMMENDED * s N xa 31726 RANCHO VIEJO 1.06 Inspections: •'G'L,dip * or analysis prior to use. Result of testing to 5.03 Ground Cover: tp ROAD. SUITE 201 laboratory, approved by the project Landscape Architect f �� San Juan Capistrano The Contractor shall arrange for inspections by notifying the Landscape Architect, City and be delivered to City for approval. Soil test to include analysis and recommendations.l9�� 0 1/30/08 � � DRAWN SJA CA 92675 SHEE F CA1 governing authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and •1 BE L- 13OF 14 shall be as listed below, but not necessarily in this order. Only the inspection pertaining to the 3.03 Soil Amendments: well rooted in flats or similar containers. CHECKED Exp. 1/30/2003 R.L.A. NO. 3132 rO/?AW/NG NO. RA DA TE 5/22/06 FILE NO. 9 QO-f PART 7 - LANDSCAPE MAINTENANCE 7.01 Scope of Work: Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as reasonably implied or as delineated in the specifications including,but not limited to the following: Maintain all plants and planted areas. Keep planted areas free of weeds and debris. Prune trees and shrubs. Fertilized all plants and planted areas. Irrigation. Insecticide spraying. 7.02 Fertilizers: A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from Gro Power(909) 393-3744. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. 7.03 General: Maintenance shall start immediately after landscape irrigation and planting. Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no cost to the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished without written permission from the City. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Rodent control. D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. PART 8 - ACCEPTANCE OF PROJECT 8.01 General: Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is required prior to final acceptance of the work by the City. The Commencement date for the maintenance period shall ' commence upon written approval for all phases of planting installation by the City Public Works Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. A. Two inspections shall be made that affect the establishment period: The first after all plantings have been completely installed in order to approve the beginning of the establishment period, and the second at the end of the establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and can be approved. B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and free of weeds. DESCRIPTION OF REGIS/ON DATE CITY APPROVED CITY OF RANCHO CUCAMONGA PLANTING SPECIFICATIONS WILSON AVENUE LM.,D �sc�p EAST AVENUE LMD UNDERGROUND SERME ALERT sMir�`�P� TRACT NO. 18113 TOLL FREE 3132 CALL. Q h APPROVED 8Y / OA TE 1-800 CITY ENGINEER V R.C.E. N 24953 , / 227-2600 �` S'��t)(, * DESIGN 31726 RANCHO VIEJO RECOMM NDED `f' EXP. `'� ROAD, SUITE 201 rwn WORKING DAYS EEFORf YX DIG �9J►L' 1/30/08 O�� DS San plan Capistrano OF C Xt DRA WN SJA CA 92675 SHEE BE L— 14 of 14 CHECKED EXP. 1/30/2008 R.L.A. N0. 3132 DRAWING NO. RA DATE: 5/22/06 FILE NO. 1990--L