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HomeMy WebLinkAbout2117-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 PACIFIC INL-AND EMPIRE TRAIL 909-477-2740 PHASE 3 CONTACT: WALT STICKNEY VICINITY MAP GENERAL NOTES SHEET INDEX L- 1 TITLE SHEET REFER TO SHEETS L-3 L-6 & L-10 L-2 CONSTRUCTION PLAN GENERAL. NOTES: L-3 CONSTRUCTION PLAN 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L-4 CONSTRUCTION DETAILS 5 E E IRRIGATION MASTER PLAN 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. SHEET L-7 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDAR SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. IRRIGATION PLAN 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE L— AS REQUIRED BY LAW. WIRRIGATION PLAN > 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWOL— QW Q LL j WORKING DAYS PRIOR TO CONSTRUCTION. > Q Q 6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL RECOMMENDATIONS FROM THIS Q Z REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-7 IRRIGATION MASTER PLAN mQ W 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN = Q W Q APPROVED BY THE CITY ENGINEER. L-8 IRRIGATION DETAILS 0 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 WIDE FLAT AREA AT THE TOE OF E� Q SLOPE. 60 Q 9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIpOQE�, LL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTAWSHMENT IS AOCOMPLISHED,AN ADEQUATE MAINTENANCE:PERIOD(TYPICALLY'�DAYS SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF L-9 PLANTING PLAN tl -> ,; ., §•. , , '!'!k': 4, a ID LEAF-OUT,FALL COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCESHALL INCLUDE MOWING,WEEDING,IRRIGATION,PRIMING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY 13 NED I RRTRA 11 FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION L- 1PLANTING PLAN SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. BASELINE ROAD ""'– 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.RECOMMENDATION. PLANTING DETAILS 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- 12 IRRIGATION � • BETWEEN CITY-MAINTAINED TURF AND CITY-MANTAINEO SHRUB AREAS-W WIDE X 6'DEEP CONCRETE HEADERS • BETWEEN CITY-MAINTAINED TURF At 0 ANY PRIVATE-MAINTENANCE-&WIDE X 6'DEEP CONCRETE HEADERS • BETWEEN CITY-MAINTAINED G.C.AN)ANY PRIVATE-MAINTENANCE. WM?E X 8'DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE$'WIDE X 6DEEP CONCRETE HEADERS L- 13 CONSTRUCTION AND PLANTING REFER TO SHEETS L-2, L®� & L-A 13. CEAYTEETSHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL WR, pDADJUSTED As NESSRO MT FIELD CONDIrNS ASS APPROVEDBYTHE PUB WOWS IINSPECTR AND PRODCT PANNEPRIOR TO FINACONSTRUCTION. )qdA 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: SPECIFICATIONS • PLANT IN ACCORDANCE WITH CITY STANDARD PIANS. !SPEC I AL, IBJ OT IE ?X6iA 0 I Q Gr ADDITIVE A�-TE F_I�. 4-4&3 • PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES R NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR. • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. [ALL.. (TEt't15 01= WOIzK- 'SHOWOQ SNEI✓•TS t;1 �V_L1 L:13 ASE ADD IT NE N.T.S. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. AL.TE1zI�lATE I`1o. 2 ( AA -*Z) W ITU -TNI EXGEPTIOK,I dF �'L'1A11,1(,(IJr✓S, <julck Cou?L.�G, AQt? P-6-C. " ?, C4' $ "u" (c14e8T5 L-5, UG, U"7 9 Le,) WHIG 1 AZe MAINTENANCE RESPONSIBILITY MAP 1�3mle CONSULTANTS L A N D S C A P E CIVIL ENGINEER: ARCH TI'EC 'TU RE LMD AREA DAN GUERRA & ASSOCIATES SITE PLANNING 10271-8 TRADEMARK STREET W LANDSCAPE QUANTITIES 10221 -A Trademark Street RANCHO CUCAMONGA CA 91730 TEL (909) 987-4306 4 0 g CA 91730 Rancho Cucamonga, * F'I" � r > "� > Sy Tel (9091484-2800 FAX (909) 941-1528 h �' � j( 1d � ��� f 1, •' WRQ 1Y kE '• ;� ��� �� d ' f ti n Y�'' �;:�. . • Fax (909) 484-2802 LU o LMD LANDSCAPE SUMMARY 1 w Richard KrumwiedeTOTAL SQUARE FOOTAGE 73451 SFARCHIT[RRA TOTALAGRES i.69Acres CA Lie. #2834 AZ Lie. #29115 Q LANDSCAPE AREA 53897 SF , NV Lie.#446 IRRIGATION AREA 35893 SF HARDSCAPE AREA(COBBLE AND SIDEWALK OVER 4) 18004 SF SIDEWALK AREA(UP TO 4'IN WIDTH) 2819 SF BIKE TRAIL&MULTI-PURPOSE TRAIL 16735 SF (�` 3�1nu y1 v Y ARCHIBALD AVENUE-EAST SIDE ENTRY - V LMD AREAS2 TREES QTY. sizE Chbposis 1irt:ris Desert Willow 7 EA 24"box i ,/fit ri v u3 �i'+�i�ir311 S ITY APPROVED -� • �� � � .: : >I�- � . .,' `_ �� ,3;F�r ,�,. ��} `��� `���� u�� �'' I�� DESCRIPTION OF REVISION DATE `" �. t �, ,h .r ,t �, �k. 1� . RAMONA AVENUE-WEST SIDE ENTRY QTY. SIZE ,gg '! TREES �+,. d °ti� r �S '2 T�.rTi T f� *a+�1: o.{� 'P•14 S. a �. a � •4 �.> ��;• ., '�, �, �t �, ��m 1 ,�. w I�_ E'er, � �� .:��� �a'� � Chifoposis linearis Desert Willow 8 EA 24 box ♦ h-1 CITY OF RANCHO CUCAMONGA ITI W =M p � L� ,�,�� �. , � x, ter•�� n '� rw i f Tl.� ,,�,,L'� t,�.� � r��,�r .0 4�� ' �r�� :�_�` a. i4 y1 cJ"F`;thn 5ag•. 4 � RAMONA AVENUE-EAST SIDE ENTRY QTY. SIZE a TREES j PACIFIC INLANDEMPIRE TRAIL Chibposi3 linearis Desert Willow 8 EA 24'box PHASE 3 HERMQSA AVENUE-WEST SIDE ENTRY QTY. SIZE (~"){ > TREES `r✓ Chikp)si3 rEnearis Desert Willow 18 FA 24'box T T I'LE SHEET --. ' �Q�� �6 HERMQSA AVENUE-EAST SIDE ENTRY QTY. SIZE �� APPROVED BY: DATE: scAp� TREEs �(r"` ;W CITY ENGINEER 'J �� `ti' (fi. RCE No. 24593 q� � 9 {cDEU Chib"s rinearis Desert Willow 6 EA 24'box 0,r yea ]DESIGNARCHITERRA DESIGN GROUP f 0 w A DR LANDSCAPE ARCHITECTURE !/ HAVEN AVENUE-WEST SIDE ENTRY QTY. SIZE :3 ._ SITE PLANNING SignaMWN 10221-A TRADEMARK STREET silrEr TREES '�' --- _31- RANCHO�'�' /TRANCHO CUCAMONGA,CA 91730 N.T.S. Chi(opesis linearis Desert Willow 11 EA 2,V box DRW/JLP (909)484-2800 FAX: (909)484-2842 I,,,,,-1 OF 13 '4 Q. RLA NO. 2834 DRAWIN0 NO. lF o F C A_ JRC/JLP DATE 09/20/06 3oB No. 0616 'j�1 I� l.• PROJECT Sheet No, 23 of 35 EXISTING TREE TO BE ESTIMATED FOR REMOVAL OR RELOCATION,CONTRACTOR TO CONTACT CITY OFFICIAL PRIOR TO CONSTRUCTION. 115'-6" 91'-iQ" 29'4' 52'-0" 4V-7' LIMIT OF WORK 1-0" 12'-9" '-0' LIMIT OF WOR w`.�`- P LIMIT OF ORK . 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'"• Cr ♦ T t t e 1 r Y W R � y '.,� w,.. i , T a ♦-. ..�� y'yr�;;A^.:[ �„ ��, .: „- �.._ s ^t j ;:%�s X., F 'LP i�.ry� .�..i_ > • s C PAr ♦ lt7 f .. rte', ^y.�. ,,$.. IZ(Y � � � a; ;N ,: r �.;,,. `�, . � 00 00 —00 r`.Its N {j� y.� ra$ <» TYP 10 N N CA `P LL LJ.. LJ. N N I..L.. e✓s�f L ".� 10 r- LL r V• r N "' PA A9 O O Y $ S, rt " yY O r c PA .- r 1 4�g PA 10 u !. r. ,�' •:a 6 10 2 � +�__ � _ + \� \ \ J 6 5'-0" 2 t� rid PA90 PA 6" J ALI N ALJN PA 9 {:�a ^ Tr°� 1 nil 1^1 � , LIMIT F WORK .,r a io 41'-6" W-6" 24'-0' 4'-3n ►'+ '\\ \\'\' `"\\`►'\'.��w4.\.ti1�\� ti1'�1�1\1�\h\l1'�1\ \\�1\ \'+� \\'4\+/�\\\�'ti`�\tii41�'ti"ti \ 1 s ;,r _ f-.r 17 LIMIT OF WORK r 2' 10 1 17 PA . :: r MALIGN HEADER @ R0 Wz� . �ti�� �w�. ..�.*.*,.*� �.,. �.�.♦� `, ti'.. ��,*.� om' LIMIT OF WORK 681-30 Y - CONSTRUCTION NOTES CONSTRUCTION LEGEND _ 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS EXISTING MASONRY SLCCK WALL/FENCE.PROTECT IN PLACE. OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT / HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY. THE CONTRACTOR SHALL ASSUME FULL COBBLE PAVING.SEE DETAIL A(CITY STANDARD 542),SHEET L-4. RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION, 2. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN. O CITY SIDEWALK PER CIVIL ENGINEER'S PLANS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND STREET LIGHT PER CITY ENGINEER'S PLANS, UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILJTIES. / TRAIL ENTRY PILASTER LOCATION PER CIVIL ENGINEERS PLANS.SEE CITY 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS SPECIFICATIONS FOR TYPE AND CONSTRUCTION DETAIL REQUIRED. REFER TO IRRIGATION PIANS. O LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS SEE DETAIL 13(CITY STANDARD 542-A),SHEET L-4 AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. A-36" 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, 8-24, ABRUPT CHANGES AND SHARP TRANSITIONS. 0-18, 7. ALL CURVILINEAR WALKS,CURBS,MOWSTRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH O ACCESSIBILJTY RAMP PER STREET IMPROVEMENT PLANS. CURVE WHERE APPLICABLE, ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. O PROPOSED D.G.MULTI-PURPOSE TRAIL PER CIVIL ENGINEER'S PLANS, 8. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES ANDOR ELEVATIONS,THE SEE DETAIL 0(CITY STANDARD 1001),SHEET LA PROVIDED FOR REFERENCE ONLY, DESIGN ELEVATION SHALL TAKE PRECEDENCE. CURB AND GUTTER PER CIVIL ENGINEERS PLANS. 9. FOR CONCRETE INFORMATION,REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO '40 SC AAF SECTIONS 4,201,303,AND 400,AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, 1Q 6"WIDE CONCRETE HEADER.SEE DETAIL C(CITY STANDARD 534),SHEET L-4 t�0 um wI� 4 PRE AND POST INSTALLATION OF CONCRETE WORK,MATERIALS,LABOR,AND CLEAN-UP. i 1 PROPOSED CONCRETE BIKE TRAIL PER CIVIL ENGINEER'S PLANS. Q 12 TRAIL GATE AND STEP THROUGH PER CITY STANDARD PLANS. REFER TO CIVIL na r ENGINEERS PLANS. s9 I t° 6 Qa�Q 13 TRAIL SIGNAGE PER CIVIL ENGINEER'S PLANS. T 40 14 FIRE HYDRANT PER CIVIL ENGINEER'S PLANS. OF CX 15 CONCRETE DRAINAGE SWALE PER CIVIL ENGINEER'S PLANS. SHEET KEY MAP i6 APRON DRIVE APPROACH PER CIVIL ENG;;LEER'S PLANS. 17 FALLOW AREA.REFER TO CIVIL ENGINEER'S PLAN GRADING PLANS. �Y, ip a - 4w1"Illllrt a Irwwlllwwu+lwll�rrlri�ii a _ _ ,_. _.. _w..: ..- CITY --- _-_._____ __.� ___- _._.:- DESCRIPTION OF REVISION DATE "PROVED CONTRACTORS SAFETY NOTE: CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE:AND SECURE CITY Q RANCHO CUCAMONGA AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES, BARRICADES,SECURITY PERSONAL, ETC.,AS REQUIRED. PACIFIC INLAND �Er.� PI R F TRAIL PHASE 3 Underground Service Alert CONSTRUCTION PLAN APPROVED BY: y///�s// ///� DATE: c k r ♦ ♦ ��%'1,,/1 Y 1. / / ' Call: TOLL FREE PLAN CROSS REFERENCES clrY �INGIN�iER L _RCE No. 24s�3 G1 ARCHITERRA DESIGN GROUP NlENDED 1 -800 DR LANDSCAPE ARCHITECTURE '��++ FOR NOTES AND LEGENDS, SEE SHEET THIS SHEET SITE PLANNING 422-4133 FOR CONSTRUCTION DETAILS, SEE SHEET L-4 * RANNcCHO 221-ATRADEMARK MONGAA,CA 9117730 FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-13 MZR (909)484-2800 FAX: (909)484-2802 2 OF 13 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 CHECKED RIA No. 2834 . 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O e. ... .. ....., / y..,- PA rr r ao Z O O r: Iv r. � czr _ - 11 � `•t" " � U `> 5 LL h W Y _ O TYP 37 k-18-9 v co � ' N p cY N Q 7 x w J E-- x: O LL LL.�$ 1 12 10 Wkl'i it 1 as A a.,aa. PA ena� ' ,�+� C ~�: i„,' 52'-3" p 1 r t t ALIGN'. �,a .0 r.. 12 g a. u Imo- I�-- 5 PA >Y' r 9 i3 ---- -1N 14�9N 1 " 17-9' 49'-1" TYP 51'-10" "' 29'-9" TY W-2" 7 6 •, 17 z PA �. �� 17 z 44'-6" I 27,.0- 00 PA pis �„ 0 ';►�A+►`t'ti11ti*.�'t'�1 Stiti�t't'�, *►\� 1`L,.\','s�11�','4111'ti11'\��► ►\.tiA.l\1 ��3.��. .\ \►..� �..`��.1�'M\'t ��► �.� �13.�.�\ � :'� 1� v,�y•:C" t'> 4 G 1 6 ----- - - 2r-6' ---- - - UGN= �; . Ll. , " N ,x7 '�• >, , � :t'ti�►\'�\i'\'�\'LY��"►l'\�"'►�'\\X.�'t�`�\'r+'���►�2+"�''CCS'C'�"ll`4`�\\���\''r''l"�'ti'ti\�'t1�"�\��'��\t\'�'+i'ti'tii't�\��4�"ter'�a\��\'ti���'�\1�ti\��►\��''►����\�►ti41�\\\\'S'�'\��\� �i�'S1�,'�'ti\�ti'\ �r\� �'�'�l"t\�\\'+. �'r,1'ti"�\'yam\\1''l`ti \��`l\'�1. O 1 40-6 2T-6 t">' ' , I;-- 17 40'-6" 343• � ,xiy''" (� LIMIT OF WORK g 1 41'-6" 35 z, J 421-6" I PA 10 1 41'-6" 40'-3" .reL 10 3g'-3` 1 6 27'-0" "N A f c 21-0PA PA e V o Ar '3N ALIGN HEADER Uj C i �i 1 ' "��►`'��.1�3��\1�\'i1�a�\1 +, \� �."ti'� 'a'1�\ \'�`��`t( \""�1h's\ ��'h\ \ � �\ LIMIT OF WORK LI XI 48'-6" CONSTRUCTION NOTES CONSTRUCTION LEGEND 1• CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT O EXISTING MASONRY BLOCK WALLIFENCE.PROTECT IN PLACE. HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY. THE CONTRACTOR SHALL ASSUME FULL O COBBLE PAVING.SEE DETAIL A(CITY STANDARD 542),SHEET L d. RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN. 0 CITY SIDEWALK PER CIVIL ENGINEER'S PLANS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND a STREET LIGHT PER CITY ENGINEER'S PLANS. UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. O TRAIL ENTRY PILASTER LOCATION PER CIVIL ENGINEERS PLANS.SEE CITY 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS SPECIFICATIONS FOR TYPE AND CONSTRUCTION DETAIL REQUIRED. REFER TO IRRIGATION PLANS. ''�a SCAPI 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS 6 LANDSCAPE 80ULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY. �a�90 AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. SEE DETAIL B{CITY STANDARD 542 A),SHEET L-4 �g e A-36" V 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, B-24" ' �A ABRUPT CHANGES AND SHARP TRANSITIONS. C_180 3 o8 a is 7. ALL CURVILINEAR WALKS,CURBS,MOWSTRIPS,AND WALLS SHALL HAVE A CONTINUOUS SMOOTH O ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. 1�� 6 er CURVE WHERE APPLICABLE ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO Dale BEGINNING THAT PHASE OF WORK. O PROPOSED D.G.MULTI-PURPOSE TRAIL PER CIVIL ENGINEER'S PLANS. qr COQ 8. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE SEE DETAIL D(CITY STANDARD 1001),SHEET L-4,PROVIDED FOR REFERENCE ONLY. Op CALF DESIGN ELEVATION SHALL TAKE PRECEDENCE. 9. FOR CONCRETE INFORMATION,REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CURB AND GUTTER PER CIVIL ENGINEER'S PLANS, SHEET KEY MAP CONSTRUCTION(GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4,201,343,AND 400,AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, 10 6'WIDE CONCRETE HEADER.SEE DETAIL C(CITY STANDARD 534),SHEET L-4 PRE AND POST INSTALLATION OF CONCRETE WORK,MATERIALS,LABOR,AND CLEAN-UP. 11 PROPOSED CONCRETE BIKE TRAIL PER CIVIL ENGINEER'S PLANS. 12 TRAIL GATE AND STEP THROUGH PER CITY STANDARD PLANS.REFER TO CIVIL !m ENGINEER'S PLANS. -- . -_ _- -_ -- --— -�- ---v DESCRIPTION OF REVISION DATE CITY w APPROVED z 13 TRAILSIGNAGE PER CIVIL ENGINEER'S PIANS. i4 FIRE HYDRANT PER CIVIL ENGINEERS PLANS. CITY C RANCHO C i5 CONCRETE DRAINAGE SWALE PER CIVIL ENGINEER'S PLANS. 16 APRON DRIVE APPROACH PER CIVIL ENGINEER'S PLANS. PACIFIC INLAND EMPIIS E T IZA I L 17 FALLOW AREA REFER TO CIVIL ENGINEER'S PLAN GRADING PLANS. PHASE 3 Underground Service Alert CONSTRUCTION PLAN CONTRACTORS SAFETY NOTE: APPROVED BY: / DATE: / �b CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE CITY ENGINEER (� �� 2,4593 - Call: TOLL FREE AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL RCE No. PROVIDE TEMPORARY FENCING A WORK AS R LINE,WARNING CONES, PLAN CROSS REFERENCES DESIGN RECO ND 1Q BARRICADES,SECURITY PERSONAL,ETC,,AS REQUIRED. ARCHiTERRA DESIGN GROUP -800 O0 DR LANDSCAPE ARCHITECTURE FOR NOTES AND LEGENDS, SEE THIS SHEET SITE PLANNING 422-4133 FOR CONSTRUCTION DETAILS, SEE SHEET L-4 u D W 10221-A TRADEMARK STREET s z RANCHO CUCAMONGA CA 91730 OF FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-13 ' MZR (909)4842800 FAX: (909)4842802 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 Cly RIA NO. 2834 DRAWING NO. 13 TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10 SCALE: i"=20' JRC/JLP DATE 09/20/06 .roe NO. 06I6 PROJECT Sheet No. 25 of 35 GSE t M]RfAR EVEN WITH FLAT SIDE UP 1. VERTICAL GRADE:The toifowir{g grades chap be observed: CURB CURSANDWALK TOOL MORTAR JOINTS TO ACCENT COME. .r- ODBBLESFONE SIDEWALK O.-r%opti{re�m 10%ma>amum for distances over 500 feet 4 �' ~ • j 15%maximum for distances Limited to 500 feet or less. .• v :, . . � ��— 20%mardmrun permitted only in axoneme cases a d distances under 100 feet.and only in cases where no vehicle access is to be expected. �r 3 141,111wiUN CONCRETE BED 2. CROSS SECTION:2-4%optimum,6%maximum in approved location only. UNDERNEATHCOOBLESTONE GSE 2 �quLpgt p�gTD 542- 3. DRAINAGE:Where tral gradient exceeds 49k water bare,splash curbs a other ¢OCATE PER PLAN) 3 hYj1,SOL DEPTH AT gq N Si AND diversionary devices may be recored.Location d drainage devices to be reviewed B�ES10NE to at COBBLE LQtvAT►ph p PLAN and aWoved by the Trails Advisory Comrraffea Decomposed granite stabilizer shall be used.Stabilizer shag be from Gap Materials,inc.or approved equal. CONCRETE HEADER-112 RADIUS A. SIDE SLOPE CUTS and FILL:21 maximum;2%maximum betweun curb and tral. EXPOSED EDGES AND FINISH PER PLAN • 112 POLY-FOAM 1'IN LAWN INSTALL AT GRADE LEVEL AT SWALE ver max. Wiurlll B 3:1 max redshran casevund cover a bass trail.will Occasional spore M EXPANSION JOINT variations w ft be eerreidtared on a case by case bass and will require approval 2 t PLANT B CROSSINGS) by the City Engineer. — METE BW Is U'O d'-� FINISH GRADE S. SURFACg�:Trail surf"shaft be stabilized decomposed granite with 4 inch minimum SEE NOTE 2 GSE 3 —.i P I.r---21'——.i 9'r I base.Remove rocks and debris and grade surface smooth.Sta lazed d.g,is available MORTARED STONE SWALE COBBLESTONE from Gag Materials(90)279-'I095 or o+red equivalarrt.Stabipzer organic binder 7IAX 1Z RADIUS F.3.SHALL BE FLUSH WITH shall be incorporated vst)t appr rpo yraniia Tmas by the use d a pull mill to insure proper ration •♦ P 4qs TOP Of.SHALL E HEADER red*and smoto gogfi.it�nes�`each wa err oor hire earrea to ensure that the entre despread the material over pth s moist, D.0 F.S.SHALL BE 114'•112" gg� °i 10 Roft the area with 1 Its,d weight.Prior to use allow the prt:sf{ed surface ♦• ♦+ ♦ ABOVE HFAD[A sufficient time to dry.On the side to which the water draiM build up the compacted (�p p ?o d.g.to a finished surface of 1 br-1 fY above concrete curb,alloWng the water to COBBLESTONE 1NEA H�A E Wift3 64R E CURB C2 •� •'•• .:= •' drain over concrde curb into adjacent planting area. r z ` • 6. CLEARANCE:All trees"maintain a 10 footminimum dearance.Adequata sight o 2 MN.14 MAX RAD. � t �- #3 FIE-PAR CONTINUOUS distance to be maintained at all intersections and drive apprcachets Fame lire shaft Y d PCC MOW CUTS CURB 3 GUTTER SEE DETAIL FOR (UNLESS OTHERWISE INSTRUCTED) and 10 foot back d the B.C.R.or E.C.R.in 20 foot easements.In smaller easements, u> END CONDMN determination should be made case by case.Fence line shall end 5 feet back from PER CITY STD.53rD ADJACENT WWDSCAPE the top d the-V at drive approaches Adoquate access to Willies should be maintained. POC MOW CURB UN04STURBE:D NATIVE SOIL. REFER TO PLAN Fence lint shag and 2 foot to either side d fire hydrard and 1 foot to either side of PLANTER PER CITY STD 53t any street fight or utility pole. AREA COBBLESTONE 7. FLOOD and DRAINAGE CHANNEL CROSSING:Where trap must cross existing or HARD9CAPE proposed drainage chamois,the continuity d the tral shall be maintained by the construculvert eb,-Wood 4 �• art ansvgerse°mod on of an uu rn br Boom•als fin�ish�co crete sh used to prevent slipping(no metal SIDEWALK HARDSCAPIE surfaces pemstted}Natural streanbed crossings should be felt as natural as possible. JOIN AT RIGHT ANGLES(TYP.) $. TRAIL ENTRANCE_Trail enrtraltrces strap be designed to provide for equestrian, 3 MN./f f7AX RAD. �� pedestrianA{Ilarg use and shag discourage moa vehicle and motorcycle access,except EXIST CURB Local Feeder Trails shag provide one or more means of unobstructed vehicular awaim NOTES: OR WALK for service vehldes Access locations subject to approval by Bra Trails Advisory END CONDITION NOTES: Committee.Refer to standard drawings for barriers and Signa.Whore there is no 1'CONCRETE �;OTHER 1.BOULDER PER OONSTRUCTK)N PLAN,RECESS AT LEAST 16 OF BOULDER'S DEPTH INTO SU843RADE AS NOS: barrier,tht tral should be posted. a.ROCK s ��f1NL ES OTHERWISE SPECIFIER SHALL BE; SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE 1.PROVIDE SCORE JOINTS AT 10-V O.C.AND 319'EXPANSION JOINTS AT 2U-V O.C. 10.CONCRETE APRONS:For drive approaches ad ball entrances or it drainage crossings, OOOB�ONNEE9.MA i8'-AR1 K V WiTH ONE FLAT SIDE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION concrete gats shag be a transverse'madium troorn•finish. 2.S'WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED 3.BOULDERS SHALL HAVE 413 FTEIEDfs£t4f,COBBLES SHALL HAVE 2l9 f T FDhENT Z I tZ POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. TURF. 11.CONCRETE HEADER:Concrete header sfral be B inch per City Standard between trap and 4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS-Er MORTAR.1 PART CEMENT TO 2-2'1 PARTS SAND.2WO PSI 3.CONCRETE TO BE 52l){'el. MIN. al other gent PORTLAND CEMENT CONCRETE.(NO TRY-PA(W 13 ALLOWEM a ADJACENT CONCRETE PAVING POURED AROUND BOULDERI.SEE OONSTRUCTION PLAN, 5.A SAW LE R�,f�MIK 40 SO.FT.,SHALL 1E APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING WITH 4 90%COMPACTED SUB-GRADE 4.HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS A$AN EDGE 12 SPECIAL NOTES:Moet Regional Tresis follow existing or planned food control facilities REMNNIN ROCKMRK TREATMENT TO ALL NON-HARDSC�APE LIMITS OF WORK AND BETWEEN ALL TURF AND Constructed by the San Bernardino County Flood Control District and army Corps d S.ANAL RESTING POSITION CF ALL ROCKS TO it APPROVED BY THE THE CITY INSPECTOR GROUNDC(NER AREAS. Engkreors.Therefore,any construction within their tights-d-way regtares review and approval by those agencies and is subject to their Standards and policies C, T.ROM SWILL BE SMOOTH,ROUNDEDAND FREE OF OBJECTIONABLE DISMURATIONS AND EXCESSIVE IRON CONTENT. � 13 Landscape areas which ecoid otherwise drain to tray-shag be required to B.ALL COBBLE STONE AREAS SHALL HAVE ti'x9r CONCRETE HEADER AS AN EDGE AT PLANEIN(# p coilec:tkfieposs of water through area drains. 9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MUNTAIN A 2%MIN,AT ALL TiKU WiTHIN THE R.0 W. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA PRQVF.D BY: STANDARD PLAN RIVER WASHED GRANITE �M�� " APi'RO>�bBY STNNCYYrOPLAN SPR°'�B''` CONCRETE HEADER ���� � TRAIL NOTES COBBLESTONES 542 BOULDER PLACEMENT 1001 '� `� 542-A 534 Co S d.ITYE1JGriE�t DATE USE WITH STANDARD SPECIFICATIORS FOR PUROCMRHS CONSTRUCTION jyn CITY ENGNE�t USEVCHSTA4D%RD$MCIF?WF*aS FORPUHLICwORK5 C0xBTf Cr10N CITYENGNEER �• ENGINEER DA V WITH STANDARD SPECIFICA710NS FOR PUBLIC 1M�RICS CONSfRUGTx)N jr RCE. 24953 SI1E(:T 10F1 Er R.C.E. N4953 � SHEET IOF1 DATE USEVV(MSTPNOARDSPECFICATIONSFORPUMXY4,)I"CONSIRU4TpN 24953 SHEET 1 OF 1 R.C.E 5t{EET i()F 1 D.G. MULTI-PURPOSE TRAIL COBBLE PAVING BOULDER BY PAVING CONCRETE HEADER DETAIL ELAN sLSHO N FOR PER REFERENCE FCIVE ENCEONLY,L ENGINEER'S RAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: SCALE: SCALE: SCALE: SCALE: 0 SCALE: �%g SCAPe w ca w o IN, e e6 ` Q a qr OF 0k,�-�``�Q► DESCRLPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA_ PACIFIC INLAND EMPIRE TRAIL PHASE 3 CONSTRUCTION IF S APPROVED BY: � �{-G�� / - DATE: d4 CITY ENGINEER_. / .� RCE No. 24593 G ED ARCHITERRA DESIGN GROUP JLP LANDSCAPE ARCHITECTURE 0 SITE PLANNING DRAWN SCALE: SCALE: SCALE: RANNCCHO 1-ATRADEMARK MO9STREET0 SCALE: JLp (909)4842800 FAX: (90g)484-2802 L-4 OF 13 RLA NO. 2832 . JRC/JLP DATE 09/20/06 JOB NO. 0616 PROJECT Sheet No. 26 of 35 _ MAINLINE SHOWN IN HARDSCAPE FOR GRAPHIC CLARITY ONLY,TO BE POINT OF CONNECTION 'H' NOTE : POINT OF CONNECTION 'G' NOTE : INSTALLED WITHIN PLANTER AREA CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OUTSIDE OF BIKE TRAIL,D.G.WALK CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM TO A NEW 11t?DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR AND COBBLE WHERE POSSIBLE, TO A NEW 1112'DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE"K'COPPER PIPE(OR AS PER ADDITIONAL INFORMATION. EXTEND NEW TYPE"K'COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL A 1112'PRESSURE REGULATOR,11/2'BACKFLOW 2'WIRE.SLEEVE LOCAL CODE)AND INSTALL A 1112'PRESSURE REGULATOR,11/2'BACKFLOW SEE P.Q.C.'H'ENLARGEMENT MAINLINE NOTE: PREVENTER A 1114'FLOW METER'AND A 11/2'MASTER VALVE AND EXTEND PREVENTER,A 11/4'FLOW METER,AND A 1112'MASTER VALVE AND EXTEND AND NOTE BELOW MAINLINE TO VALVES AS SHOWN. CONTRACTOR TO EXTEND 1114'MAINLINE AND INSTALL QUICK COUPLERS EVERY MAINLINE TO VALVES AS SHOWN. 17471N"L"]�NESLE�EVE 150!O.C.,MAX.CONTRACTOR TO INSTALL MAIN LINE AND QUICK COUPLERS ON STATIC WATER PRESSURE: 115 P.S.I. XER. REF.U-3 TYP STATIC WATER PRESSURE: 110 P.S.I. SOUTH SIDE OF PCC BIKE TRAIL.SHOWN IN ADJACENT BIKE TRAIL FOR GRAPHIC SYSTEM DESIGN PRESSURE: 51 P.S.I. SYSTEM DESIGN PRESSURE: 51 P.S.I. CLARITY ONLY. MAXIMUM IRRIGATION DEMAND: 32 G.P.M. XER. REF.11.5 1 TYP SEE P.O.C.'G'ENLARGEMENT MAXIMUM IRRIGATION DEMAND: 31 G,P.M. SEE IRRIGATION MASTER PLAN SHEET Lr7. AND NOTE BELOW LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK A-1 \'ti 1 � '`+'.��\\+t"ti..1�'�ti1� +t�r���1 �'ti►1\►'�1+ti����'1�\��`�� 4`��►11'1��`w�►�.�.\.�r��.ti \ `1��. `�`�`�h'.' MAINLINE SHOWN IN HARDSCAPEFOR GRAPHS CLARITY ONLY,TO BE f �„n" -„�".�.�.=` -.,..n.��,�♦..r,E.>*:�._„y.� ..�■,:�, �� `" T`- � �r4• ♦ a� � INSTALLED WITHIN PLANTER AREA �M • - J WALK .._ .„ 314 ,y( : ° 31 OUT OF BIKE TRAIL,D.G. ,�, �, ,.,a._ ■.....�.:� _�_ _ �. �.� 1 a• � a• "�S_ 8/4 314 31a" 314• , (/� `� z x :t rt i y ;' ,�, '� . 1• =-� --^ Z E. r G- .1G 1L,, AND.COBBLE WHERE POSE BL �- i ��. >.;a di 4' Z 1 ate.-' :' 4 c` r?' { a^ :C t ...>' 1 t11 +�M �■' ...i.,, „.k.,, •�i r , ,,. ., .. 1 t:5.;a„ - i .x-^S G E :.S .tr '! r . 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U U 314 314' -- -- ------------ -___ � , 314 - W + ,. s. W z r ry+ __...._.... -....-___ ,..�_''� ._ ... :. .- :,: .,.. �. u! ,i -F: 314■ :><: ,d`-`'�• �- LJ.. LV ,....<`.�y-�!s. 'Y.lrr:14. r LLt . b'L.,r. 3J.t a. .;.,• ':r. Y'G .,,r, d' ? t r • CC ... , ! Y .r I- �f`"�. .t � ,.• y+' 0 }•:, :-� � '� "t sr�'�.1.: 314 Ta ' _.,.rC... -,�.; ..,. .tt.l, •+ . . "..\ •'- 3/a (n IY ` '�=.�1. f ,f'�._.. r5 3`,=i'i°§ �_.�^'.'k,.a^.r{ v.r»_" � -Ir:�� w „t._. 314• rw kr f _ ►• : t ! f * e, r-fi ' r�'; y a .Fr err.; y i .° � _t.. �: ,�. _' -' `"�- f� 1112" � ,, a ,..�, � �r.„�!' ••fi• ,+ �,,.#! �; �,.��f �•�y f4.�..,� i f. Y +� ->r t a ?Tr6 �.•y �. T 314 r :` ti4.,9 f' 1 a e rY F7 {� 1 314' � x'? tiY 1 F ! 314 17- z e r `#'i.� �' .. - -: .,... 0 0 ` .: n :.1 - -',_.;.t` ? f3�.',r� �4' .• t aS,�Y ?.0 .1 4 .. 1t ' O , Cr ��'� 1 , 4' MIC -0 V 1.4 •� `-` T-"^ �� tL dv" .: �r���,, k by�1 y �� z .,,b'• 314' U- =11W WIRE SLEEVE, �,,�,(/ 1 s U- E. 1 r X'' f' t7ii 3f¢ a +' Y f d > r 314• PER PHASE TWO PACKAGE. �` � ��' -- 314• LL. f 314• 314 Ali `A zT r :♦ '314 it/4• i t. 1 • ■ r LL 4'MAINLINE SLEEVE,PER A-41 x +�' a• ILIO �¢.s .� O �t�/r mrt� r� tt k��yiav `1:! 314" 31431S, .:1.. .114 2l, ♦-: }`Z,'J � r Cie.! „ • PHASE TWO PACKAGE. i M ��71/Y,I- �- �{ 1 1 ti 4 �eF �q X14' 4 t {' f {.■ zz+6'R.P.mT�.L•Y■ ar O 6,1:'4.wuCiAtiRBDA .yY :y ,u::^.ciEklRfaYl a.]. FYY awr dlFYtl cMR WM ..uGC•'NRk:-M:„ S' ale ^ .•�' t r �r ■ 314' 314' 314" 31a' , h $ `' 314' 314" 314' 314 M 3✓4 , � �p-.nv v5,.•a" -- ---- - -- - _.._ -- J )tCp"R,'�r� �ry%'' �iI 4■ a14' V We i t!¢• ' 1 4`�1'�`�'� "41',►''\ 1. �`'\'�\�t���1'���."\�1,?i\1'�1.�*��1\\'►'�'k'\�,`ti'�''�'�`\'',.�\\'4\'�.\\�''1`�'tS\\"���,'l\\'ti'�'��'4*.\\*►�'s`w1's*ti��1'4'''ti1�'4��"1".414\\",1\\`►1.1.\'�\�"+`'1�'++\\�\1'\\��1�,""\`'��''ti\�. �r,�:�' ��-�i' �4' LIMIT OF WORK \'"t\ '.\4\'�1'tiR-.' \'��`w.'t.` 'h�►�11ti�.�ti�\1\�1�.".�1'. `�i-.��1- \+.+ ►.,.��', \���'ti1.1\►".��'��+► \'�*.`�i 't ��► ` 3/4• 314 31a" , LIMIT OF WORK ; xyrh: 314 MAINLINE NOTE: 4 r sr4• � V4■ 314 u CONTRACTOR TO EXTEND I114'MAINLINE AND INSTALL QUICK COUPLERS EVERY U NT RC)L L E R 'M` 150'O.C.,MAX CONTRACTOR TO INSTALL MAIN LINE AND QUICK COUPLERS ON CONTINUED FROM WEST SIDE OF ARCHIBALD AVE. SOUTH SIDE OF PCC BIKE TRAIL.SHOWN IN ADJACENT BIKE TRAIL FOR GRAPHIC LIMIT OF WORK UNDER SEPARATE LMD PACKAGE CLARITY ONLY. LI SLEEVE FOR SEE IRRIGATION MASTER PLAN SHEET L-7. LIGHTING,REFER TO SHEET E2.2 H-1 19 H-3 21 tH'� 31 10-f/4-8j701 sq,ft. 11/4" 587 sq,ftr 11/4" 902 gq•{ CONTRACTOR TO COORDINATE ROUTING OF WATER LINE WITH ELECTRICAL LINES AND FIXTURES. MAINLINE NOTE: CONTRACTOR TO EXTEND 1114'MAINLINE AND INSTALL QUICK COUPLERS EVERY H-4 2 XER.REF. II.i N ! 150'O.C.,MAX CONTRACTOR TO INSTALL MAIN UNE AND QUICK COUPLERS ON H-2 23 0 IRRIGATION LEGE NORTH SIDE OF PCC BIKE TRAIL.SHOWN IN ADJACENT BIKE TRAIL FOR GRAPHIC " " P.O.C. 'G ENLARGEMENT CLARITY ONLY. 11/4 809 sq..ft. 1.114 659 soft. SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. SEE IRRIGATION.MASTER PLAN SHEET L-7. b RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD W ,10 30 MAINLINE EXTENDING ♦ s■ ' '� MAINLINE EXTENDING TO XERISCAPE ASSESSMENT ACROSS STREET TO �+r� VALVES AS SHOWN ON PLAN SYSTEM SUMMARY o RAINBIRD 1812-SAM-PRS-5H POP-U7,-SPRAY HEAD 5' .20 30 WEST SIDE OF # �. H 1111 it� •� RAMONA C --4 -----CONTROLLER CONTROLLER 'G' CLAIMEDREFERENCE RAINBIRD 1812-SAM-PRS-5F POI-U '-SPRAY HEAD 5' .40 30 �. 11 IRR CATION{Point Yaluel P4.If T4I t --.-t--ELECTRICAL METER (� f NOTES: �"� RAINSIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 6' .40 30 i • ENCLOSURE G-1 30 G-5 22 G-9 26 I R R I t■A AT I V N N V i E V. RAINBIRD 1812-SAM-PRS-8Q POP-UP-SPRAY HEAD 8' 25 30 ; r 1112'MASTER VALVE 11/4" 865 sq. 1114" 838 S¢ft. 11/4" 823 sq.ft 1. Low gaI►onage irrlgatan system.{20) 20 L-5,151€1.1 1. NEIN WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD,IS REQUIRED AT ALL POINTS OF CONNECTION. THE . !� 11/40 FLOW METER 2. Automatic oontroler.(20) 20 L-5,6/11.2 CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, i RAINSIRD 1812-SAWPRS-8H POP-UP-SPRAY HEAD 8 .5 30 EXISTING 12 WATER INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION MAINLINE ' M BAC REDUCED PRESSURE 9-10 16 3. waters ed t0 water ants by 10 L-5,6/11.3 PROCEDURES. RAINBIRO 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 �, ' • BACKFLOW DEVICE G-2 30 G-6 23 watering needs.(1 ) 2 TYPICAL POINTS OF CONNECTION CONSIST of A NEIN WATER METER,FOLLOWED BY A PRESSURE REGULATOR(IF REQUIRED), 1 HOT TAP PER , • 11/4" 994 s ft. 11/4" 625 sq,ft. 1!V 485 sq.ft. 4. Sod moisture sensors.(10) FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE. ALL RAINBIRD ,8i23AM-PRS-8VAN POP-UP-SPRAY HEAD 8 .70 30 CVWD STD.123 ♦ 1112'PRESSURE REGULATOR q• EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS,MANUFACTURERS' v/ RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 1 tY .40 30 • ~ ' ~ s NEW# 11/23 BALL VALVE 5. Rain sensors.(5) 5 L-5,641.4 RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A NEW 1 112"WATER METER REPRESENTATIVE OF THE CITY. G-3 32. G-7 22 G-11 17 a. Wired sensors.{5) 3, BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN ACOAST GUARD SHACK CGS-2 ENCLOSURE,AND SHALL BE V RAINBIRD 1812-SAM-PRS-10H POP UPMSPRAY HEAD ,0' 80 30 W/2'SERVICE PER CVWD STANDARDS 101 AND 102 1.1/2" i9i soft. 1114" 47B sq.ft 1" 485 sq.ft. 7. Sensitive io slope factors.{5) 5 L-5,6AI.5 INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE RAINURD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 1Q' 1.60 30 _ 8. Reclaimed or recycled water.(5) 4, THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION RAINBIRD 1812-SAM-PRS-I4VAN POP-UP-SPRAY HEAD 10' .80 30 ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER P.O.C. 'H' ENLARGEMENT 30 G-8 23 SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. RAINBIRD 1812-SAM-PRS-12Q POP-UP-SPRAY HEAD i2' .65 30 Total Points Claimed: � MENT NEW i 1/2"WATER METER 11/4" 223 3c ft. 11/4'" 594 sq.ft, 5. OONTRACTOR SHALLVERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCE W/2'SERVICE PER CVWD (Minimum Points Required: 60) OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. RAINBIRD 181MAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 STANDARDS 2 AND 2A 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSEI-F WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND 0 RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 y 0 w 1,C2'BALL VALVE SHALL TAKE SOLE RESPONSIBILITY FORTHE REPAtR/REPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID HOT TAP PER s ��` 11/2"PRESSURE REGULATOR UNDERGROUND FACILITIES. * RAINBIRD 1812-SAM PRS-12VAN POP-UP-SPRAY HEAD 12' 70 30 CVWD STD. 1 i BALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL1812-SAM-PRS-150 • 11/2'REDUCED PRESSURE GNU SC A pie 7. CONTRACTOR s RAINBIRD 1812 SAM-PRS-150 POP-UP-SPRAY HEAD 15' .90 30 � ■ � OVERSPRAY ONTO WALKS,STREETS WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE EXISTING 12'WATER ■ M BACKFLOW DEVICE COMPENSATING NOZZLE SCREEN(PGS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 MAINLINE * 1114'FLOW METER 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF MASTER VALVE 0 tea► `�! THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE 0 RAMBIRD i812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.7 30 r r SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE r r ELECTRICAL METER'Y re OBSTRUCTION SO A3 TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE ftAINBIRD 1812-SAM-PRS-,SVAN POP UP-SPRAY HEAD 15' 3.7 30 ; ENCLOSURE Z-31- CITY. NOTES: � � -�--CONTROLLER � sf� -' 9. INSTALL FOUR(4)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO MAINLINE EXTENDING 4- /� f>N -S 4+ VALVE RCV)OR QUICK COUPLER VALVE ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL PROVIDE 1001%COVERAGE TO REDUCE OVERTHROW ONTO WALLS ,WALKS AND STRUCTURES . ACROSS STREET TO ♦i ♦ Q` ( WEST SIDE OF MAINLINE EXTENDING TO �� 0 F C A�,tiO TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER EQUIPMENT RAMONA �� # ■ ■ , � VALVES AS SHOWN ON PLAN WEEK(GROUND COVERISHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5.`00 H E ET KEY M A P A.M.ONLY ONE VALVE PER OONTROLLER SHALL OPERATE AT A TIME. M DOMESTIC WATER METERS PER CUCAMONGA VALLEY WATER DISTRICT,SIZE PER PLAN. 1 i. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION: THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE N WATTS FBV-3 LINE-SIZE BALL VALVE WATER PRESSUERE AT THE SITE PRIOR:TO THE START OF INSTALLATION. ANY G•iANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. i WIL.KENS 500 SERIES PRESSURE REGULATOR $tRc�NGB�� cc?rt.1• vF'V TICCONTROLLER TO BE ACALSENSE ET2000.16-1W w�TP-1,TP- i0 ND LWRR DOLE INSTALLED WITHIN A MYERS 12. AUTOMATIC gy�pp,, mEUG46.1 BOX AND A SEPARATE METERED ENCLOSURE MPS-A1&10K.��II�ITENNA PORT INSTALLATION TO BE PROVIDED BY ----..--- - -._-_ _-W__ s FEBCO 825-Y REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST Q a THE CITY.THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE.SYSTEM SHALL BE GUARD SHACK ENCLOSURE MODEL.$CGS-2. SIZE PER PLAN. r "'_"" DESCRIPTION OF REVISION DATE CITY OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE.ACTUAL LOCATIONOF THE ENCLOSURE TO BEA$DIRECTED BY A } - , "PROVED REPRESENTATIVE OF THE CITY. CALSENSE FM-1.25$ 1 114'FLOW METER t� FOR THE NORMALLY OPEN MASTER VALVE H C H.O CUCAMONGA 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLESUPERIOR. 3100 SERIES CITY O POWER HOOK-UP FOR THE IRRIGATION OONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, . COORDINATED AND PAID FOR BY THE DEVELOPER. CVtQT1 A1'�7C C�TATLl1A1 L Toil./1/1MTil/111 1{NWW;I 6RAQ IIT/- Y I Or 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 1= H G CALSENSE ET2000-,6-LA/RRiTP1-TP,10 16-STATION ELECTRIC CONT LE , ST LL WI THIN ,j7R�N3R�v� PACIFIC INLAND EMPIRE TRAIL XER.REF. 11.2 W�1 sly= s�: VALVE SIZING KEY 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 114' *LE=ER IN V L S R , L XER F. 11.5 �`�E �• *METER ENCLOSURE,REFER TO ELECTRICAL PIAN,SEE SHEET E2.1 &E2.5. PHASE J .ABOVE FINISHED GRADE. �,' 5-4,gcN$&'x M ITI6,10{�( INSTALL FOR RAMONA AVE AND HERMOSA AVE FOR CONTROLLER. RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN VALVE# C-1 10 f--'GPM SEE PRS-D NOTE BELOW ZONE SQUARE ® RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE,15Y O.C.MAX. VALVE SIZE 3/4" 490 sq ft.►°--FOOTAGE IRRIGATION PLAN • - - - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18" APPROVED BY: zoo, I �� DA E: 593 Underground Service Alert � � ,�.� APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12' PLAN CROSS REFERENCES CITY-ENGINEER. RCE No. Call: TOLL FREE _ _ : APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, E UNLESS OTHERWISE NOTED ARCHtTERRA DESIGN GROUP FOR NOTES AND LEGENDS, SEE THIS SHEET DRIrTMW LANDSCAPE LANNARCHINECTUAE. FOR IRRIGATION DETAILS, SEE SHEET L-8 SITE TRADEMARK STREET 1 -800 ET L-12 r 1 484-2800 DFAXA 909 484-2802 L- 13 r RANCHO CUCAMONGA,CA 91730 FOR SPECIFICATIONS, SEE SHE DRI'I'MW� (909> ( > .�of 422-41-33 PRESSURE REGULATOR MODULE (PHS-D)NOTE: FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW FOR CORRESPONDING IRRIGATION MASTER PLAN, SEE SHEET L-7 ci { 'NO' 2834 SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-909120/06 JOB NO. 0616 SCALE: 1'=20' JRC/JLP DATE TWO WORKING DAYS BEFORE YOU DIG PROJECF Sheet No. __27_ of MAINLINE NOTE: MAINLINE NOTE: MAINLINE NOTE: CONTRACTOR TO EXTEND 11/4"MAINLINE AND INSTALL QUICK COUPLERS EVERY CONTRACTOR TO EXTEND 1114"MAINLINE AND INSTALL QUICK COUPLERS EVERY CONTRACTOR TO EXTEND 1114'MAINLINE AND INSTALL QUICK COUPLERS EVERY 150'O.C.,MAX.CONTRACTOR TO INSTALL MAIN LINE AND QUICK COUPLERS ON 15Y O.C.,MAX CONTRACTOR TO INSTALL MAIN LINE AND QUICK COUPLERS ON 15Y O.C.,MAX.CONTRACTOR TO INSTALL MAIN LINE AND QUICK COUPLERS ON SOUTH SIDE OF PCC BIKE TRAIL.SHOWN OUTSIDE F LIMIT OF WORK FOR SOUTH SIDE OF PCC BIKE TRAIL.SHOWN IN ADJACENT BIKE TRAIL FOR GRAPHIC SOUTH SIDE OF PCC BIKE TRAIL.SHOWN IN ADJACENT BIKE TRAIL FOR GRAPHIC GRAPHIC CLARITY ONLY. CLARITY ONLY. CLARITY ONLY. SEE IRRIGATION MASTER PLAN SHEET L-7. SEE IRRIGATION MASTER PLAN SHEET L 7. SEE IRRIGATION MASTER PLAN SHEET L-7. 1 W LIMIT OF WORK LIMIT OF WORK � "+�►�1�.\1�\'\ \11 \�11�'w\1\111'\1\\�►��.\\11111\1\' \'��,`ti�1'1\\\`t\\\\\11►y�\t1\`►*y"t�ti�1►'\1\�a1�'`..\' \11."�\1\�11�a�►� 1`s1�\\`ti1*ti1 \`r\�a `►11111�11� ".11`ti�t�a\1\l^411.1.11Lti14�r4 `'kR�►11��+.R4'►\1'.\14�+11.�'ti.�.'a1\*\'ti1\1`�.'ti1'a\1�1\�r11\4�r1ti►��54\1+.�\\�'C'►4'11'ti.`�\"�"��`� i►"1S't11�ti.'ti��A`r \"h `�, 1 1�.'\11`+�`�\11111111\'1'\11.\`.11111'4111'�r1'11"1�.�'4\'1111111'�1'�,111;,11\`+'ti11'`ti'�►11'1'\�.1411\`.1`►\'"ti11\*.11`i►11\\'�1111'�1\11�1`r1. '+'a1`. 111'�11�.11111111 1'�11`r1\''.'`t 1'4111`k1'111�,: � � x s XER. REF. 11.3 TYP •' _ " • • - XER. REF. {I.5 TYP ' 4 ,• ♦ 314 i_.a.0..-pw _ 6'MAINLINE SLEEVE • ._ _ - - - - =" 314" 314 . -� _moo- ---_o--�-p- - � 'IIE,� i � -_.__-_-�-�o_ a -3t4t WIRE SLEEVE 4 �---#- - - Z z 1114 .. � r V v �4' Jr r . . ,. ,, .........:: . . . _ _ , a LL .. -.:-. ....... +Il r. - IF _ 1 _ 11 to 114 . .:_- _ ..__ 1r=-_., __•__ -^-:>-•-, _ st r .�:it. w' t � - ,f :. ......1. : -.. ........._ ..t "i: >it,rM. MM "♦Y « 1112` K w. 1114 _. ... - .. � .. ., .. s .x. .. .._ x n. ]] .....,. ♦ . ,Y. .: :. , : : u ... ..Ar .. ♦ ...1. ,.. r .. :�. - -./ 'rE`... x`r r ,� f 1 ,., t^ 1 \ {],yl�,i��)y �- ) A ■ ... � ... 1 .• a w - r >: � ,... , , ,.. ,,... ,. f .. : � _„•.. u„ 314 .. m...:1. - .. :5.. 2 • "i �. � 3......,. ... ... . .r.,. -. < .. ._ ... .. , .. EMENT ,.,. :. �,.. .` � .,-:.. F , r ...n V... P.O.C. F ENLARG .� �::.. .. ... . ,., _..,. .. ` >c...a. SEE s ..:., r� , , , : , ., �,_./ .,.. .- . . < _ I-'- ,^ • t,.. ,.�. 1.. 314 Z F y, .. TE BELOW ♦ -.. ,, � '�.- .Y , • . t raj ,. 'S'r .<•' .... , y.ti...;,; AND NO O i,-s• �.: - t�� .1 � .� ,�d r 1114• - 1 •� ` :, � , 314 314 t14 314 f � s.�'I t •`yik ti ]1 R pl ti'' s 1r ate 1+ \ Z z - 314 r 11 ` _�� 1 , S�yj X14 4 `� �. : t HARDSCAPE 1" Z Z -- _ • 3ra ala o , 1 .._. MAINLINE SHOWN IN a r W-- . - Z W - - �. m 1/2" 314• µ 4 FOR GRAPHIC CLARITY ONLY,TO BE �� cD 314 i O 31 m ata :', s INSTALLED WITHIN PLANTER AREA - L:. - _ -T -- Z Z *---•^ 6$ 1 ` ,� -- t1/4 - - ------- / OUTSIDE OF BIKE TRAIL,D.G.WALK 314 - m 3r O K� �• r � "'w U_ 314 r U m 314 36 ``�� '' AND GOBBLE WHERE POSSIBLE. 4 '� o � < �, 1 + '� ':`,► 3(4 U U U , r<.s' G� '�§-?�r�>���y'"�"- � ''T Cg(� rl•..rr..-.. 314 , t.-' -.,, 1 -r. Y. ^( 'F dC1'_k" -n Y "r 449 3t s :t t ;- m O I.EJ .� w -J 314" 1�'": '%. 4x1t k j„ Y` �1 Y x s �r 1' 3J4 t 1t/4• Z m 314' 4.4,. W L,C .. Cr f� a +t�M1'" Z1y< •�' z..- 1114' 4 i"\ Y� ! ,�}}k :. r K s t .'. 314 • 4 /i W W'� 314" r i .J 4 r r ti? t au W 1 ' _ Gt a? 31 it �► 4 Q • .,:.la..,.i:. tr a(. ^:, j {.. - s. +� ,' .� }r..7' , O ♦ �.,-r� s , . � 7,i Sr z �' .iF>;..:`. �� 1 � �"s' +."`a°�`*.r:. ��4• Y <e<� F- ' oY • �' .}� .F iv t. 1 /y' /yam � � Vs .-,-..+.-- , s«�f.,...... .YyEa. a .'. Via, 4 ;:. Y1' 1 :',<;n ' ! ` • Ri t•!. ,�� .tX 1....,r-x. ? .. �i fr 1.� .i., l.,:>. ,o-r. ......„r`;. •., t v. ... .. 1 .. .. - 'y� LJ.. Lair i Z 314 O O °� p.o.c - 314' W-- .. :::, ,,,,. , ;_ .. - ;. - ; ;: ,. : . :.. --- � �LI-' 1]r4 � CONTRACTOR TO CONNECT F- LL � 314 it • • 1 TIDE IRRIGATION A : " LL 3/4 314 1 Z 3 > ATE VALVE. O :. EXISTING G O ., . , >. . : •• 1112" ,.,,, ,. ., :. ,� ; - - 4�s.�: 3/4 ,..f,,. t 314 O lit 114 1 r 11 • .. w . �- ~ 1/2' a .� r r r rr r Ir 1 'ijS7i 4 ter!! A,J �C` � ar ue � "'°�---w O O_O... •-_ �^ -S _ -� # rr i Ir it •r \_ w `= `a1� 4 r > � f. f< �+� -S - A-i0 A-11 a-12 C' W .4 '•.,. w t u s J J A-13 A t t ' A 11 27�� 1114• 'eys r r�x��.{F f l liar 3!4' ,� i11 ' aw Irl1 - ma r wr 11 f2' ��ml �Ir-_'lll'rla� Y 1- ^ 314' O 0310 O `T'ki4 x� a V�! _-___ - =.-.:: - --� 3140 �� � a ��>";a � �1111111111�11111�.1 1'4't'b1'"ti\'�.'L�►'�ti'1 '�,11'+►1'\'�,111111\`ti'ti11'\1'ti' '1\''4' "+,1'x.1`X11'41`�,1\\''ti111T�'11'\1\'�11'411�.'"r'ti. 314 {r,rr n3 ' O O 1■ 1114 r ;;K,�,µ \\11�\`\1\4`'ii\�1\'\ 1'\'.\11\4'ti\t'til\*X411`Q1\\1'v'L\'ti'4►��'i\ .'ti'.11',\111 `'�`+\1\`\'+►+.\"i\ t1\ 41'�"ti\11+;'ti\ 1L'k'k �N{ a 1112' a>! �L- m m rr tr ,fit c LIMIT OF WORK 2" A WIRE SLEEVE,EXISTING ILL k r_ 1 ` W 4'MAINLINE SLEEVE,EXISTING 1 3r4 --rr-- � �'�-" SEE P.O.C.W EN RGEMENT O 1'F ® O m 3�4 m ��J ';�z';= CONTRACTOR TO COORDINATE ROUTING OF WATER LINE WITH ELECTRICAL / LINES AND FIXTURES. a AND NOTE UNDER SEPARATE 3t4 I 11/2■ 1114 1' 314 314 1,14 ,. ..rra� ,C. F E N LA RG E M E NT LMD PACKAGE. m O m 1 1 L REFER TO DR NO. ■ P Q SHEET L4. ftr POINT OF CONNECTION 'F' NOTE : r CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM 1114` l f TO A NEW 1112'DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR HOT TAP PER �� " ' " •'••• NEW 1112'WATERPER CVWED 1 SERVICE m 3<4` m m �' `` i ADDITIONAL INFORMATION. EXTEND NEW TYPE"K'COPPER PIPE(OR AS PER CVWD STD.123 ♦ W/2"SER CE �Qc 4 m • STANDARDS 101 AND 102 LOCAL CODE)AND INSTALL A 1112"PRESSURE REGULATOR, BACKFLOW PREVENTER,A 1114'FLOW METER,AND A 11/2'MASTER VALVE AND EXTEND �� 1 i12'BALL VALVE 4 MAINLINE TO VALVES AS SHOWN. EXISTING WATER " M " g 3t4- y' 314 i 314r STATIC WATER PRESSURE: 113 P.S.I. INLINE i ` 1112 PRESSURE REGULATOR SYSTEM DESIGN PRESSURE: 51 P.S.I. ELECTRICAL METER R 1112"REDUCED PRESSURE MAXIMUM IRRIGATION DEMAND: 32 G.P.M. ENCLOSURE -�'''"'`�� " BACKFLOW DEVICE ' CONTROLLER • 1114"FLOW METER I • t= � r MASTER VALVE 'a+. +sw, '��� � �1ti *.��.'�� �-� �**.*.���3���'�����11' MAINLINE EXTENDING • I.S-�-.�-----MAINLINE WENDING TO LIMIT OF WORK ACROSS STREET To --��-�.- ►'� ►� WEST SIDE OF HERMOSA • ♦' VALVES AS SHOWN ON PLAN •��aarrr�i IFI CONTROLLER 'A' CONTROLLER CONTINUED FROM EAST SIDE OE HAVEN AVE. UNDER SEPARATE LIVID PACKAGE F-1 26 F-9 30 F-13 25 IkI-1/4"j 994 sq,ft. 1" 704 sq.ft 11/4" 1,i27 sq.ft, 1114" 953 sq.ft. A-7 23 A-11 29 11/4"1418 1q,ff. i 1/4" 429 sq.ft. F-2 29 F-6 30 F-10 27 11/4" 1,141 sq.fit 1114" 1,274 sq f>Iy 11/4" 994 sq.ft. rA8 19 A-12 23 11/4" 754 sgftr 11/4" 532 sq.ft optF-3 8 F-7 31 F-11 28 1" 579 sgft. 1114" 1,308 sq.ftr 11/4" i,133 sq.ft. 7A-9)115 A-13 21 XER. REF. 11.1 [� 1" 418 sq.ftr 1 i/4" 532 sq.ft. IRRIGATION LEG SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. NOTES: F-4 26 rF7;\_-32 F-12 7 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' 10 30 PROVIDE 100%0OVERAGE TO REDUCE OVERTHROW ONTO WALLS ,WALKS AND STRUCTURES . 1114" 940 sq ft. 1114" 1,336 sq ft. 1" 522 sq. A-10 29 _ � .20 30 11/4" 754 sq.ft. ��osCAPF 4 O RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5 EQUIPMENT a�q *um wt.0.0 , RAINBIRD 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' .40 30DOMESTIC WATER METERS PER CUCAMONGA VALLEY 2WATER DISTRICT,SIZE PER PLAN. 0 w '01 RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 A%PRS-8Q POP-UP-SPRAY HEAD 8' .25 30 N WATTS FBV-3 LINE-SIZE BALL VALVE �.. RAINBIRD 18125 re • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .5 34 WILKENS 500 SERIES PRESSURE REGULATOR �e 6 FEBCO $25-Y REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST � RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 81 1.00 30 ® GUARD SHACK ENCLOSURE MODEL.#CGS-2. SIZE PER PLAN. l P► 0 F C RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 CALSENSE FM-125B 11/4'FLOW METER \./ RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 SUPERIOR 3100 SERIES NORMALLY OPEN MASTER VALVE V RAINBIRD 1812-SAWPRS-IOH POP-UP-SPRAY HEAD 10' .80 30 A CALSENSE ET2000-16-LRIRRITPI-TP110 EXISTING 16-STATION FLECTRICCONTRQLLER UNDER SEPARATE SHEET KEY MAF' 1 12- AM-PRS-10F POP-UP-SPRAY HEAD 10` 1,60 30 LMD PACKAGE,REFER 10 DR.N0. SHEET L-4 (5H"f S101: 40 RAINBIRD 8 S XER. REF. 1D-2 --wowIL"i CALSENSE ET2004.1&L.R/RR1TP1•TP1i0 16-STATION ELECTRIC CON ER INSTALL WITHIN StRvNGQti'X RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30 5-8243' '�` "METER ENCLOSURE,REFER TO ELECTRICAL PLAN, V�t�•�v�,t,5 �Vi*��vY15 lz/3 +� XER. REF. 115 E SEE SHEET E2.1 &E2.5. Q � CITY G�7 RAINBIRD 1812-SAM-PRS-12Q POP-UP-SPRAY HEAD 12' .65 30 5 7#CJ�JC38Jft (UI 1115' l6-110K INSTALL BOX FOR RAMONA AVE.AND HERMOSA AVE. FOR CONTROLLER. a 4 (� RAINBIRD EFB�P-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN __.__.._a - -1 H POP-UP-SPRAY HEAD 12' 1.30 30 "� SEE PRS-D NOTE BELOW DESCRIPTION OF REVISION DAT APPROVED RAINBIRD 1812 SAM-PRS 2 Q RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2,64 30 RAINBIRD =NP NON-POTABLE QUICK COUPLER VALVE,150' O.C.MAX. CITY a RANCHO C � RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 ■- -■ - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18' �► RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' .90 30 APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" 1 ______ THAN PIPE TO BE INSERTED, PACIFIC INLAND EMPIRE TRAIL �► RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15 1.90 30 ______ APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER VALVE SIZING KEY Y m RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.7 30 UNLESS OTHERWISE NOTED PHASE 3 RAINBIRD 1612-SAWPRS-15VAN POP-UP-SPRAY HEAD 15' 3.7 30 VALVE# C-1 10+---- GPM PRESSURE REGULATOR MODULE(PRS-D) NOTE: VALVE SIZE 314 490 sq.ff.`�ZONE SQUARE " IRRIGATION PLAN CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW FOOTAGE SUFFICIENT AMOUNT OF PRESSURE TO EACH VALVE. PROVED BY: � Underground Service Alert AP DATE: � �h CITY ENGINEER � / CEI"`No. 24593 FLAN CROSS REFERENCES DESIGN DED © Call: TOLL FREE ARCHITERRA DESIGN GROUP FOR NOTES AND LEGENDS, SEE SHEET L-5 AND THIS SHEET DR LANDSCAPE ARCHITECTURE _r__ SITE PLAIN FOR IRRIGATION DETAILS, SEE SHEET L-8 DRAWN 10221-ATRADEMARKO STREET SII. 'T CA 91730 1-800 FOR SPECIFICATIONS, SEE SHEET L-12 DR (W9) 22CHO 800 FLAX: ('s)48 -2802 CONSTRUCTIONFOR CORRESPONDING PLAN SEE SHEET L-3 L�6 of 3 422'4133 FOR CORRESPONDING IRRIGATION MASTER PLAN,SEE SHEET L-7 cI ��D �No, 2�`� ItG To. FOR CORRESPONDING PLANTING PIAN, SEE SHEET L-10 SCALE: 1"=20' JRC/JLP oaTB 49/20/06 JOB No. X16 TWO WORKING DAYS BEFORE YOU DIG PROJECT Sheet No. 28 of 35 TO ENLARGEMENT IRRIGATION PLAN, REFER TO ENLARGEMENT IRRIGATION PLAN, REFER TO ENLARGEMENT IRRIGATION PLAN, REFER SHEET TO FOR ADDITIONAL INFORMATION SHEET L-5,FOR ADDITIONAL INFORMATION SHEET L-6,FOR ADDITIONAL INFORMATION L-SMAINLINE NOTE: MAINLINE NOTE: MAINLINE NOTE: CONTRACTOR TO EXTEND#1/4'MAINLINE AND CONTRACTOR TO EXTEND 11/4'MAINLINE AND CONTRACTOR TO EXTEND 111V MAINLINE AND INSTALL QUICK COUPLERS EVERY 154'O.C.,MAX. INSTALL QUICK COUPLERS EVERY 150'O.C.,MAX. INSTALL QUICK COUPLERS EVERY 15Y O.C.,MAX CONTRACTOR TO INSTALL MAIN LINE AND QUICK CONTRACTOR TO INSTALL MAIN LINE AND QUICK CONTRACTOR TO INSTALL MAIN LINE AND QUICK COUPLERS ON SOUTH SIDE OF BIKE TRAIL. COUPLERS ON SOUTH SIDE OF BIKE TRAIL. COUPLERS ON SOUTH SIDE OF BIKE TRAIL. 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W > LIMIT OF WORK !u C� * ' e, - .SY ib':'lfi9fA. x: TiRM'r 2a1Y. _. ?PIiXi... ,.....: .. ,..... _ .:..:.............. ..,=9??Ch A1f'S, �YnPiseh"9assxxaarar¢R¢ArSe�6ci. ,1'"ti�L'1�'11��►'�1Y. ... _.-.... .._ ..,;., . �. �. _._-__ ?:.�,......LP'�s«�vl��as:......._ _.._..u_. .....___..�. a, _.y-....� _ ...�._.. �..,... .. 0..y._..... ."�'�°_"_. _..�--.__... ...,......� Y{'a•'.:cm�u�:�.ieza��arzi �" . '��1,����.���'+.'�.'��.1.1.�'til.�` }l� + + ` i4L` +� + ```•�+� +� +� •� LIMIT OF .. % F."_ •- 1 H(L�.iR.Ii..�iifa...^�.�T�Sa.t•. .el y�� f iYS ,f>� llsa. +wnws. .aii.-.fe...,�.. 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M ! iY 1A iii ! !/ i y ! i ilk ! !1/� r c U ! ! !r 111 ! ! ! tia�lA��'►A . � �V'`4� V"\��w►�1►`4'''ti'\.'`k"''+►1L'1�►`�i''14�►V'V`V 't'1"��'�1 `1��►A \'4�.''+►' '\"+��1V' \\\ti\\ ''ti '\�V''l`M!�'w.`�'� '�'�'�.�r�`t� '4' . �\�11 �A\�"4 �titi"4 titit.��� ^�nu�. .xarcrcanxcamsawL.,:ncrr�ne, +asrau-,e��aszuacakmmr...+�.xm:+.ar wa r `.Es -:.c. _� Q W xsw att�sc. +•s,necrAc::xr .:aa: ::am, uon;.¢-.icssaar:+rU.sas.:c.ectit:.a,a: ,x.�:n;a+x:air,arra-.:nsu;Facez.�an�srr,� � ,F«',_; m4 ,ty "^� � � '�'�'�a11�����1��'�\1�►*40'MI��t�'��'�'1��L�����'��1�'�'�1a��'�'��i���l�st��t�����'�4���'�i�r''1k4�����►�����t�.�1l��a�r��►'������.'41���'ti'�'��i�•�1�1����.11��h.�a�l�1�k�t���1'►'�1'►��l���t�Y'�l�''ti�����'�� 4. W WLIMIT OF WORK W �. ` LIMtT OF WORK :.�z APPROXIMATELY 1257' APPR ACTUAC DISTMICE WILL Lie Ub I ERMINED BY QUICK COUPLER SPACING ACTUAL DIS ANCE WILL BE DETERMINED BY QUICK COUPLER SPACING 1 XER.REF. il.1 IRRIGATION LEGEND PRESSURE LOSS CALCULATION SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. EQUIPMENT P.O.C. 'F' / QUICK COUI- LER VALVE b_ RAINBIRD 181MAWPRS-50 POP-UP-SPRAY HEAD 5' .10 30 El DOMESTIC WATER METERS PER CUCAMONGA VALLEY H L.I.R MOSA AVE.-EAST SIDE WATER DISTRICT,SIZE PER PLAN. o RAINBIRD 1812-SAM-PRS-51-1 POP-UP-SPRAY HEAD 5' :20 34 {} RAINt3IR0 1812-SAM-PRS-5F POP-UP-SPRAY HEAD 5' .44} 30 W WATTS FBV-3 LINE-SIZE BALL VALVE Water Meter: Size 11/2" WILKEN3 500 SERIES PRESSURE REGULATOR elevation: 1373.61 V1 RAINBIRD 1812-8A%PRS-6VAN POP-UP-SPRAY HEAD G .40 30 Static Pressure: High 120 Low 113 �- FEBCO 825- ® Y REDUCE PRESSUR9 BACKFLOW DEVICE INSTALL IN A COAST Source Of Information: CVWQ-TED MUNSON �o sc q v� GUARD SHACK ENCLOSURE MODEL#CGS-2. SIZE PER PLAN. Phone Number: 909-987.2591 RAINBiRD 1$12-SAM PRS 8Q POP-UP-SPRAY HEAD 8' z5 30 s RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' .5 30 CALSENSE FM-1.256 FLOW METER Date Of information: 06/24M 4'�c+y SUPERIOR 3100 SERIES NORMALLY OPEN MASTER VALVE �� � RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8 1:00 30 � Farthest Q.C.Valve Maximum Demand: 10 G.P.M. :3 RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 CALSENSE ET2000-16-LPJRRlTPI-TP110 EXISTING#(-STATION ELECTRIC CONTROLLER UNDER SEPARATE ' LMD PACKAGE~,REFER TO DRNO &WSHEET L . . 4 RAINBIRD 1812-SAWPM-100 POP-UP-SPRAY HEAD 14' .40 34 �fm Q#Y Size !#em P.S.I. Loss t e - W XER. REF. 11.2F WLvj CALSENSE ET2000.1(-LFVRR1TP1-TPi10 IOTATION ELECTRICCONL g by WITHIN .57RONGB+�X Water Meer .00 P S _ qr V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 i� 11/2" XEfl. REF. 11.5 *� Q `METER ENCLOSURE,REFER TO ELECTRICAL PLAN,SEE SHEET E21 S E2.5. Pressure Regulator(Fall-Out) 2,00 OF C��„�� RAINSIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 5 #-VJ &A "M 59'-0/6, 10J( INSTALL BOX FOR RAMONA AVE.AND HERMOSA AVE. FOR CONTROLLER. 110 R.P. Backflow Device 10.00 _ (� RAINBIRD EF&CP� PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN11 /4" Flow Meter .60 + RAINBIRD 1812-SAWPRS-10VM POP-UP-SPRAY HEAD 10' .80 30 SEE PRS-D NOTE BELOW 11/2" Master Valve .48 1`112"RAINBiRD 1812-SAM-PRS-120 POP-UP-SPRAY HEAD 12' 65 30 ® RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE, O.C.MAX. ___� Gate Valve(s) -30 �+ ■+ .. APPROVED SCH.40 PVC MAI'dLINE,SIZE AS SHOWN,MIN.COVER 18" 1--�-�'-- /4" Main Line �- � RAINBIRD 1812-SAM-PRS-#2H POP-UP-SPRAY HEAD 12' 1.30 30 i 3W Quick Coupler -2.00 0 RAINBIRD 1812-SAWPAS-12F POP-UP-SPRAY HEAD 12' 2.60 30 APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12' Total System Losses: 3.30 - 0 r� RAINBIRD 1812-SAM-PRS-#2VAN POP-UP-SPRAY HEAD 12' .70 30 _---=: APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, CITY RAINBIRD 18`12-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' .90 30 UNLESS OTHERWISE NOTED Elevation Difference: 1,52 DESCRIPTION OF REVISION DATE APPROVED �► Total Pressure Required: - 2 - �► RAINBIRD 1812-SAWPRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 Lowest Static Pressure Available: 113.00 CUCAMONGA required): 79.00 _ CITY N RAINBIRD 1$12-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.7 30 Pre-Set Regulated Pressure(if elf uired} PRESSURE REGULATOR MODULI~ PRS-D NOTE: Residual Water Pressure: 54.18 RAINBIRD 1812-SAM-PRS-I5VAN POP-UP SPRAY HEAD 15' 3.7 30 CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE Pressure Regulator set at 79 P.S.I.to meet the requirements of worse case Irrigation PACIFIC INLAND Elt PI RE TRAIL valve(F-8)Situation,see sheet L-8 for additional irrigation valve pressure lass calfs. PHASE 3 IRRIGATION MASTER PLAN Underground Service Alert APPROVED BY: DATE:4OW-0 CITY ENGINEE RCE No. 24593 Call: TOLL FREE PLAN CROSS REFERENCES MMR ARCHITERRA DESIGN GROUP TMW LANDSCAPE ARCHITECTURE ..8(�(� PLANNING FOR NOTES AND LEGENDS, SEE SHEET L-5 -- SITE 10221-A TRADEMARK K STREET S SEE SHEET L-S RANCHO CUCAMONGA,CA 91730 . FOR IRRIGATION DETAILS, TMW (909)484-2800 FAX: (949)484-2802 OF. 422-4133 FOR SPECIFICATIONS, SEE SHEET L-12 • >�No. 28'.34 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEETS L-5 and L-8 WORKING DAYS BEFORE YOU DIG SCALE: I"= 100' JRC/JI..P i�ATE 09/20106 JOB No. 0616, �I1 it- TWO PROJECT SheetNo. 9 of 35 POP-UP SPRAY HEAD BODY 8`•12'DIAMETER CLEAR ENCLOSURE.MODEL PER BACKFLOW PREVENTER TO SPRINKLER•ANGLE PIPE LL ENCLOSURE. LEGEND ASSEMBLY a SEA DE O4'ABOVE FINISH SPECIFIED DEPTH WITH 45'ELLS MULCH PER CITY IRRIGATION GRADE OF SOIL. SCH 40 PVC MALE ADAPTOR STANDARD,TAPER NIPPLE-TYPICAL SCH 80 PVC UNION FINISH SOIL GRADE AWAY FROM HEAD ... .r -. - ... ... `SNAP-CTY'WATERPROOF (4)PLACES CONNECTORS s �a � titi ti PIPE SUPPORT PER CVWD I3LU WHITE PVC NIPPLE PRESSURELECTRE CONTROL VE WITH E REGULATOR z ROUND PLASTIC VALVE BOX d r ..----- STD.DWG.3056 u� I�I COVER ETCHED"IRRIGATION GATE' STRAINER�'E ( 3 CovFR(CARSON OR CND LO, y S (CARSON OR EQUAL) � PLASTIC VALVE BQUC AND LOCKING aq U 60 MESH I NIPPLE RED g MARKED WiTH IRRIGATION RCN' y LIONEL SCREEN AND ETCHED WITH CONTROLLER a FINISH GRADE d THICK X 1E"WK)E BLACK WATERPROOF ALL WIRE AND VALVE SEQUENCE PRESSURE I ,� _ I CONCRETE PAD{LENGTH CONNECTIONS REGULATORVARIES PER SZFJ IRRIGATION CONTROLLEREr SEE LEGEND nF t� I MANUFACTURER)SLOPE TO l�!L LEXPANS� z `� N, FIN{SH GRADE FOR MAKE AND I sra aaa.sos `O DRAIN AT MINIMUM 296 (M •-� PLASTIC VALVE BOX CARSON OR BALL VALVE•1 V2"OR SMALLER WITH MODEL NO• 1z I FINISH GRADE EQUAL)WITH PLASTIC INTEGRATED STAINLESS STEEL HANDLE UNION LOCKING LID.PLACE AT GRADE IN SIDEWALK RESILIENT WEDGE-21'OR LARGER WITH PVC SLEEVE #PLAANN�3 AND 3ABOVE IN I OPERATING NUT 7VA XA► J •► • REQUIRED FOR k z Z GATE VALVE •► �► •►_ • PiPE THROU(21 PIG TAIL EXPANSION SCH 00 PVC NIPPLE EPO(Y COATED OM13ETE PAD LOOP(MIN.2V LONG VALVE � � FROM WATER SOURCE NIPPLE-TYPICAL SCOTCH LOK EPDXY FILLED .II PIG {M�IXPANSt� (MINIMUM 2"LONG} (2)PLACES CONNECTORS FOR ALL FLOW J �-ti SENSORI WIRE CONNECTIONS. W%OOMPACTION �- SCH 40 PVC MALE INSTALL SCOTCH LOKS �� 9 r" BRASS ANGLE SCH 80 NIPPLE- LONG 90 PVC REQUIRED ADAPTOR IMMEDIATELY AFTER BLUE _ FLOW VALVE WNNION T T X X 790'Ell 3' INSTALLING FLOW METILA. F 14 7 WIRES ro 314"WASHED MARL.F](90•STREET ELL TO METE _ ♦ • CRUSHED AGGREGATE rr _- T LINE TO SYSTEM3 RED SCH 80 PVC NIPPLE RIGID PIPE AND RELATED FITTINGS SHALL BE PER ELBOW NKK � ; � MAST CONTROL SCH 80 PVC UNION MARLEX 90'ELL CUCAMONGA VALLEY WATER DISTRICT STANDARDS. ,r CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO . • T TYPICAL(4)PLACES CC CONSTRUCTION. M/� N� �E�E�tt�D CONTROL a COlr9A0N WIRES NON-PRESSURE NOTES: FLOW METFA SAAB A3 OW P�CEDpTO DEPTgH�OF LATERAL FITTING METER SIZE MpSTFFEL RL RQx,D NON PRESSURE LAiEAAL LINE 1, INSTALL PER LOCAL CODES, 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24 FROM ANY �I J#A R MINIMUM DISTANCE DOWNSTREAM OF STRUCTURES OR HARDSCAPIN( UNINTERRUPTED PIPE(9(DIAMETER 3. WHEN UNiT 13 NEXT TO A STRUCTURE(IE.WALL,BUILDING,ETC.) OF FLOW METER SIZE) BRASS NIPPLE 3rd WASHEDCRUSHED 6 MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SiDE NOTE: AGGREGATE BASE M 4. ORIENT UNIT PARALLEL TO STREET. MINIMUM DISTANCE UPSTREAM OF SCH 80 PVC SXSXT TEE UNINTERRUPTED PIPE(10X PRESSURE SUPPLY LINE 1.LOCATE HEAD 2'TO(f FROM WALKS,CURBS,HARDSCAPING, NOTES: 5. SCREEN UNIT WITH SI IRUBS WHENEVER POSSIBLE. DIAMETER OF FLOW METER SiZE) 8 NOTES: MOW STRPS AND EDGES OF LAWN. 1.PEACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 8. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMiLAR METALS. 1. INSTALL CONTROL VALVES A MINIMUM OF 17 FROM STRUCTURES OR HARDSCAPING 2 USE TEFLON TAPE ON ALL MALE THREADS. 2 INSTALL CONTROL VALVES A MEN.OF 12'FROM STRUCTURES OR HARDSCAPING. 2. LNSTALLVALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREi�ENTER "D COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. WHEN MAINLINE IS T OR LARGER. NOTES: 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARD6CAPiNQ 4.PEACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCARNG. 1.MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTF_R VALVE. 4 RACE AGGREGATE PRM TO INSTALLATION OF VALVE BOX. 0 4.HEAD CONNECTION AT BOTTOM INLET ONLY. 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 8 IF A PRESSURE REGULATOR 13 REQUIRED,IT SMALL TO BE INSTALLED ON 2 IN MULTIPLE FLOW METERMY.INSTALLATIONS MAXIMIZE THE DISTANCE 0 0 S. ATTACH PLASTIC IDENTIFICATION TAG WiTH APPROPRIATE CONTROLLER AND VALVE NUMBER INSIDE VALVE BOX THE INLET SIDE OF BACKFLOW LOOP. N � FROM THE"TES 70 EACH FLOW METER TO MINIMIZE TURBULENCE. . INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2' VALVE NUMBER TO WIRE INSIDE VALVE BOX. 9 CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA REMOTE CONTROL VALVE WITH @ APPRCVEDBY STANDARD PLAN `` APPRDYEDBY. �`"'° �" POP-UP SHRUB SPRAY HEAD APPROVFDBY' REDUCED PRESSURE EXANU1 MPLAN AFF'RDYEDBY ST.aNDAROPLAN 539 ISOLATION VALVED TFLOW METER INSTALLATION SHUT-OFF VALVE&UNION 520 -3" or smaller w BACKFLOW PREVENTER 517 A 516 5--- W CNY EN"4EER DATE SEWTHSAND.NtDSFEGFICATU4&FORPUBLr`.WRKSCOT4STR ION or (D 51S CITY FNGeJE�R PATE USE WIM STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCIICN GI 1 1 CITY ENG , USEWTfH STANDARD TecFICAfPDNS FOR PUBLIC WORKS CONSTRUCTION 1495$ SlffET10F1 R CITYENGiI+�R DATE Wt WITH STMEMD SPECFr#XCNE FCR PUDIC VMKS C.ONSTRUCtIQN SHEET70F1 RCE�G EER DATE USE STANDARD J-ECIFICATIUNS KA PUBLIC WORKS NNMUCTICN SHEET OF R.CE. s'f� 5}gETt(iF1 RC.E, R' RCE. z4` LINE SIZE GATE VALVE - BACKFLOW PREVENTER FLOW METER INSTALLATION REMOTE CONTROL VALVE POP UP SHRUB HEAD ■ SCALE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.Y.S. : N.T.S. SCALE: N.T.S. HARUSCAPING{SEE NATE 4} s " MEUG46-4 STAND ALONE CONTROLLER 1MTH ANTENNA � S14 (formerly iy EUGD• A(RJND PLASTIC VALVE BOX S COVER: STRUCTURE OR /f/leer TOP QHIAY ENCLOSURE ROUND LAS(CARSON OR EQUAL) L TRUC URE O ..... .. STRONG BOX MODEL N0. PORT LOCATED SB-SS-SERIES FINISH GRADE Desi ed supply metered power A mOLO, PORT LOCATED OUTSIDE TI OF PER CIITTYTREPRESENTATIVTE, 1 DEAL N P�E�P�N3 R tT MLN. VERIFY DIRECTION PRIOR AT GRADE IN FAREAS AFAF AS �I 11? IOCRti{iA3 end tUCEl3S�B�irrigation ccar'Is(alfer. I MAX• TO MOUNTING ANTENNA. .I•.-•��NSEt1ARNES3 CALSENSE TF1 i 0 SPECS FOR MAT-SEE ► ► 1120 VOLT OL 1TDU D.70 BE PLACi e , CALLINSE TP•1-40 SPECS.FUR MATERIAL ► ► ,,r { NON-SWITCHED. WITHIN IRRIGATION CONTROLLER BO CONTROLLER EGASSZ£. N 90Q6 COMPACTION REQUIRED r : •.• .'a r. ENCLOSURE --`s r Tu �.>.. ":I. NO OPEN z ... ...............33 ..... PROVIDES'MLN.OFSAND DNP QUICK SHALL BE IN CONTROLLER BEDDING AND SHAW 1NG COUPLING VALVE -T MOUNT AREA FINISH Er COMMA(NH�ONTROL WIRES �' SPECS.FOR MATERIAL WITH PURPLE - � INSTALL MAIN. a CLEAN BACEOdLL SEE RUBBER CAP } •' _ _, • L_ _ . { GRADE • STING INSITALLpTE ANp o 9096 OOfviPACTKNI RE(UI ItRED - .' K ? • .•a f4 441r SLOF'ETOPTO RD A£INAT STAINLESS STEEL : . SCREW CLAMP �I w" • • ` ' MiNIMUMOF 2% ... CONTROL.WIRE SLEEVE MLNLMl1M(�PLACES 'x ",n '' " t r NON-PRESSURE LATERAL LINE: z COMAhACNJ1CONTROL WIRES TRENCH •": SIZE PER PLAN INSTALL 3111 WASHER O M 40 CONDUR FOR `O STH.40 SNAIL PPE IN . CRUSHED ► ► .- . K-d I e ADJACENT E PRESSURE " SUPPLY LINE i r f f�r -� :. . ...... . . ... .... ... AGGREGATE BASE ►• ~ ►► ; xA_ PRESSURE SUPPLY LINE: PRESSURE SUPPLY LINE L ►► L ►► tt� # f` : i ! 12COLJQUR WL LOCR.ALL CODE) �p)WEEP EHL 6" " SGH.40JCL 315 SNAKE SLEEVE-SIZE TWICE N " .-A TO ENCLOSURE SCH 44$BASS NIPPLE ..._.-.�....-.,-. ��' , �'�'����• �� PIPE IN THEIJCFH DIAMETER OF PRESSURE SCH 40 BRASS NIPPLE ALL CONNECTIONS SHALL TI WATERTIGHT s.tnl sa,;....�..c� cra•+,.>+� ....�,•.:: "OUTDOOR TYPE"CONNECTICNES. SUPPLY LINE CONTROL WIRES-BUNDLE �TMP 24'LONG segzv �Te a r11.tt : ;, .• ENCLOSURE MOUNT i. AND TAPE AT 1 S O.C.AND NON-PRESSURE LATERAL INSTALL ADJACENT TO LINE SLEEVE-SIZE TWICE PRESSURE SUPPLY LINE DIAMETER OF NON-PRESSURE • LATERAD LINE `'atmida rd vail4gd 12LY240V to 3W. te4XIM4x"10h, 44Yr ITV 3a 4W(R-0y AVi0(QUOrA NOTES: { SCH 40 BRASS 9lY ELL td_sx wackaY.9},n,,00 Lmpt cv 2G0 fD wit-Han farin. I.INSTALL CONTROLLER PER MFG.POINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION PROVIDE 8"ABN.OF SAND NOTES: tt ter ffibelies with teat alai x. ^t circwt aTtrrer d 15•.vlDrrass+J to ?C Llf. TO BE APPROVED IN FiE1D BY THE CITY INSPECTOR PRIOR TOCONSTRUCTKON. TVP. BEDDING AND SHADING • to circle,sa c et with los i t itTt>3Tiar. Ff gdr A1C t;a nLY6t o tequesH. 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE 1.ALL SLEEVES LE V SCH PVC. SCH 80 PVC 90• SCH 40 BRASS 90' 12 ci 4l e,Co •1t10"rl wamp K AbG: RE.,:x",A",es1 sw'aMT,ti, t, may�:rdu0d Efl CONTROL VALVES. 2 EXTEND ALL SLEEVES 17 BEYOND EDGE OF HARDSCAPtNG AT BOTH ENDS. STREET ELL STREET ft! 8' ay 3.RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST ACV ON EACH BRANCH OF THE • 0114V 0nefirV tvp:YQ90 anVs, slarvlaed, MAIM JNE FOR FUTURE USE.PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. 4 ROUTE UNDER PAVEMENT HANDICAP PRESSURE SUPPLY 94 REBAR STAID V Ir1?da I(esi.A;srd hiIvJcd do�.rr at �Ira,TL Sarni¢!tuipavit o+ jltka s aOW"1e, eVjMi Nt Vnt" 4.COMMON WIRE TO BE WHITE AND CONTROL.WIRE TO BE RED OR BLACK IN COLOR. 4.APING UNDER PAVEMENT SUSCEPTIBLE IP TRAFFIC LOADS REFER TO CITY STD.PLAN t20 LINE FITTING (24'LONG) Li6t1X fern ptlYsd+a raat finish eictudrazkea e�i1h i,.STM f ltr y Rdprp&grtl3Rvrx: 5 NO SPLICES SHALL BE MODE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. NOTE: (24`MIN TO 38"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). E3-1'fi L41 Ir11 tal(crY Rvaf a. ?AE er S;,c+: iw 5;uw irY 7 yaw. a r ys at 200 ao". B.LPdRR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CiTY REPRESENTATIVE TO PRESSURE SUPPLY LINE 214 gauge uUTusi3tr19 tE'ar 'Ing famis Trio,idle}: Meer sothets WIh ur s hew^te: 'LaY t s. LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 1.PIGTAIL AND LOOP CONTROL WIRE AT 90•CHANGES IN DIRECTION. 5.USEMINI NUMBER OF GLUE JOINTS UNDER SORE • 1Ot11Ey Gnat rarxhpn. Asti 6S,-dn Ij LT&sc aw,10 hEr IDr, vile tA4 dac--on. SYSTEM PRIOR TO ACCEPTANCE 6.USE MAXiMAUM LENGTH OF PiPE POSSIBLE TO MLNLLvfiZE JOINTS UNDER FLARI>SCAP£. Armor sops awy-},,ev;4g{�a s, 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. $ 2 PRESSURE SUPPLY LINE:21 P1"AND SMALLER 16 MIN.DEPTH NOTE ArM1Lar Lza"i +r dw x;aaerntely.Y.4` (gus"t"y 4) 8.CONTROLLER NOT TO BE CONTROLLED BY GA OUTLET,IT 19 TO BE WIRED•HOT'. 0 3'AND LARGER 24"MIN.DEPTH ' 1.PLACE AGGREGATE PFUCR TO INSTALLATION O VALVE BOX. 12 - � � CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA • 129%'24 car. i0gre6lstartZinc I'X'oa c IiatlBmultr na9CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA rarttiic'u�ll..' Dad m',d tater!14�eube. t#.trray,Cullet#T�,rtstr_r ' Id APPROVED BY: sr.•c+DARD PIAN APPROVED DY: srnND.N=D PIAN r APPRDYBD BY: STJuiDMDPLPN • �` I0as:kiSF 'T'iypa barsHli•:. • 3Lulat,lrF Lar arose WllLneLlt-moin'•':Seri rm male Won APPRO\9EU BY: CONTROLLER ASSEMBLY STANOA,iD PIPtI QUICK COUPLING VALVE Nt;i r y"3Rcnc;;mum el'A;add "'�`"a*i`sla"LAA`'ased`.natc- " INSTALLATION -TYPEA TYPICAL TRENCHING 532 u TYPICALSLEEVIN 533 5'36` M eels SEW,309 revirafroont&: v.1h athrie.194 c�r ttt•NEC. m 524 ��� CRY r3vcINP�R PATE USEWITFl STANDARD SPEGFNATIONS FOR PUBLIC WORKS CONSTRUCTION CITY FPWINEER DOTE SE WifN 5fANUPRDSPECJF1CATpNS POR PUBLIC WORKS CON57RUC1'ION ' AM 11' Dry winall is VrA fB:%d';J(1[,f!F' • L igd t�'L,�{'+�(�i'44M&4 Lat>wawf'1s*,Irr_ CRYENGINEER - p4TE USE`MTN 5TPNDMGSPECIFKJiTTONS WRPIRI.r WORKS CANSIRUCi70N ai CYfYIIJGINEER DATE USEIMTNSTINIXMDSPECFICATI zCRPUBLICWORKSCCNSTRUCftON SNEET 10F1 2Z SNE�TI OF R.C.E. 24953 31+EE7 9 OF 1 i'7 t, O_' RCF. 2_4953 SHEET i OF f Q' R.CE. TRENCHING DETAIL SLEEVING DETAIL QUiCK COUPLER VALVE i CONTROLLER SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Water Meter: Size 1112" Water Meter: Size 1112" Water Meter: Size 1112" Water Meter: Size 1112" -n sc A pF Elevation: 1369.9 Elevation: 1368.5 Elevation: 1373 Elevation: 1373 : High 110 Low 103 Static Pressure: High 122 Low 115 Static Pressure: High 120 Low 113 Static Pressure: High 128 Low 121 �wf�0�9�, Static Pressure Source Of Information: CVWD-TED MUNSON Source Of Information: CVWD-TED MUNSON Source Of information: CVWD-TED MUNSON Source Of Information: CVWD-TED MUNI N 9 7-2591 Phone Number: 909-987-2591 _ Phone Number: 909-987-2591 Phone Number: 909-987-2591 Phone Number: 909- 8 Date Of information: 06/24106 Date Of Information: 06/24/06 Date Of Information: 06124/06 Date Of Information: 06/24106 C• H Remote Control Valve: G-3 Remote Control Valve: F-8 Remote Control Valve: A-10 �s $ Remote Control Valve: -5 "na Maximum Demand: 31 G.P.M. Maximum Demand: _32 G.P.M. Maximum Demand: 32 G.P.M. Maximum Demand: 29 G.P.M. Elevation of Highest Head: 1370.5 Elevation of Highest Head: 1371.5-.-. Elevation of Highest Head: 1374 Elevation of Highest Head: 1374 qrF o F C iox, ` Qty Size item P.S.I.Loss _testy Size Item _ P.S.I.Loss �t( y Size Item P.S.I.Loss Qty Size Item P.S.I.Loss 11/2" Water Meter 2 QQ _ 1112" Water Meter 2.1 1112" Water Meter 2.10 11/2" Water Meter 2.10 .00 -11/2" . Pressure Regulator(Fall-Out) 5.00- 11 Pressure Regulator(Fall-Out) 5.00 1112" Pressure Regulator(Fa11-Out) 5.00 11/2" R.P.Backflow DevicPressure Regulator e all-Out) 9,00 11 R.P.Backflow Device 9.00 1112 R.P.Backflow Device 9.00 1112 R.P.Backflow Device 1.00 1/4" Flow Meter 1: 11 f4"_ Flow Meter 1.38 1112" Flow Meter 1.38 1114" Flow Meier 1.38 1112" Master Vavle 2 i 112" Master Valve 2.22 1114" Master Valve 2.22 1112" Master Valve 2.22 11 Gate Vavle s �.2 3 11/2" Gate Valve(s) 0.20 2 _ 1112" Gate Valve (s) 0.20 2 11/2" Gate Valve{s) 0.20 y�c�`r o $ ��yr5port5 illy 20 Main Line { ) i0� 1ff'_ 2" Main Line _5.04 235 2" Main Line 1.99 236' 1112" Main Line 11.04 CRO 1112" R.C.V.Assembly 2.66 11120 R.G.V.Assembly 1,0� 11/20 R.C.V.Assembly 2.66 11/2" R.C.V.Assembly 2.66 DESCRIPTION Off'REVISION DATE "PROVED ; y5$F, Lateral Line �2,Q�. ___6] _ 314" Lateral Line 1.10 25 314 Lateral Line 1.00 44' 3f4" Lateral Line 2.12 _,1__ 1114" Lateral Line �2_ _ __ 1 if4" Lateral Line 0.46 30 1„ Lateral Line 0,86 $' ^ 1" Lateral Line 0.27 CITY OF RANCHO C " 5 11/4 Lateral Line 0.12 6' 11/4" Lateral Line 0.23 78' - Lateral Line 3.98 _ 11 Lateral Line �Q - Fittings Loss(10%) .....3.91 . . . 6' 2" Lateral Line 0.1040 2" Lateral Line 0.34 4' 11/2" Lateral Line 0.19 Fittings toss(100) 2.69 Fittings 3.64Elevation Change(+ Fittings Loss(10g) 2.82 Elevation Change(+ Elevation Loss PACIFIC INLAND ND EMPIRE TRAIL L Elevation Change(+-) Total System Losses: 42.96 Total System Losses: 31.03 40.05 Pressure to Operate Head: 30,00 Pressure to Operate Head: 30.00 Total System Losses: 29,56 Total System Lasses: PHASE 3 Pressure to Operate Head: 30.00 Pressure to Operate Head: 30.00 Total Pressure Required: 72.96 Total Pressure Required: - 61.03 - 59.56 Total Pressure Required: 70.05 Lowest Static Pressure Available: 103.00 Lowest Static Pressure Available: 104.00 Total Pressure Required: 113.00 Pre-Set Regulated Pressure(if required): 22.D0 Pra-Set Regulated Pressure(if required): 81.03 Lowest Static Pressure Available: i 13.00 Lowest Static Pressure Available: 05 IRRIGATION DETAILS Residual Vi(ater Pressure: 1�4_ Residual Water Pressure: ..�.._ Pre-Set Regulated Pressure(if required: 79.00 Pre-Set Regulated Pressure(if required): . Residual Water Pressure: 19.44 Residual Water Pressure: 20•W u Water Pressure: 15-20 Ci Requried Residual Water Pressure: i5-20 APPROVED BY: �,'�t�l / �Y CE No. �1 City Requried Residual er City eq /�(' City Requried Residual Water Pressure: 15-20 City Requried Residual Water Pressure: 15-� CITY ENGINEE.I2 24593 1E E _y TION PRESSURE SSURE LOSS OSS CALCULATION ARCHITE DESIGN GROUP RTX�Q PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULADR LANDSCAPE ARCHITECTURE SITEPLANNING P.O.C. 1 t / IRRIGATION VALVE P.O.C. t ' / IRRIGATION VAVLE P.O.C. F / IRRIGATION VALVE P,O,�. Ai IRRIGATION VALVE 10221-A TRADEMARK STREET RANcIo CUCAMONCA,CA 917 0 AST E-EAST/ EST SIDE HAVEN AVE-WEST SIDE DR (W9)484-2800 FAX: (W9)Q,4-2802 L`8 OF- 13 F13 ARCHIBALD AVE-ESCALE: N.T.S. �No. 2834 D�wt\rtoNo. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. JRC/JLP DA'J'E 09120/06 JOB No. 0616 'yl 11 L. PROJECT Sheet No. 30 of 35 T-1 63-3 S-6 3-2 S-2 S-5 S-4 GC-2 GC3-3 S-2 3-6 S-3 14 LIMI OF W K LIMIT OF WOR ti'�' K 1.i\`�1\\ \"�' `+► `tom\1\�litii'�\ 1.1kw\'ti"11.ti1.\1►' *. iitii\'�\`41."4'1 4\`�\lam\"'kk`'.� ilii\1`tii1'41i\ �iii'�iiii"�i'� i\lii`tiii\\i',1�\ii'� '�.�.'rl�\\ �3 I ii'ti''t"4\►i ilii'4'1'ti't\'ti'4"4`4i'41i4'ti`\1`k iii\ii1°ti'4"4 '��\�4 `'4\\1.\`4'4'x► 'ti\1'k '. iiti'�.tii iiiti ti'ii1'1" i1'4'4�."ti4ti . .ti . i1\i LIMI OF WORK GC-2 S.2 t. • �s, �.t,. �. 2 a -7 '. S-3 .. �•1• Z 7" , O 0 + +\ i t r r I S-7 l• GG 1 ^ x. � + rn S-1 ! h., rT.�`�(..! Ff •,. + �a.., Y (�♦ VJ ;. :.:, r..r..f .•., ,. �• �_ .�,..:,, 1�"i.�S:.,_,'�,i- r'l'v'._ r l lijrjY if�r�" J 2 � . / (t _ Lac - - -. rrlrrrr W A -w Y GC-1 2 ` -yr:, ^�' toirxwF "�:�'r .F'� W - 1� �' . ,,,.�{ . ..,: L fr , : 4" '7 W Z y _. U 8-42 22 jYrYY, rr S-3 :r -� r l• WJ WJ .J ; Z -1 U-iQ GC r 2 Q : XER.REF. 1.3 . � f: .�. -�. ,�;, 1_S,l ., ;,.. •- S-7 GC-1 ��, � ..., 5 .. ;�.. rrr- 3"£� Tiy kw_�.�:: µ` ,,.. '� ^� :-.' :. -':'' f'�,V'��� ':�2;�.Y".�r: K IV- V �L.L. -'>::: Y"- 3" .- S. ➢ .. : 1r L.L. ''R„e. Yr}' Y^.t. '�� 1 ' o, i,, y �lr l• •r ,✓ Y o O 3-7 ,:: LL 1 �y-� .Y h ° r, �`n >rrr"YYrYYr r GC-2 61v GC-2 :o . %t: • LI- + + r '. FYf r, , 6 •: + + + • • o e. V �.. l r l l r• ' J GCA + + • • • • • • • Y. '. Yrr v + + + YrrrYr�"r GG2 l r•r r r� + + + rrr. � : ilii S.7`4iliili l+�'1'1'4ti.'\'4't\i\i\i1i'4iit�. \iii*ii"1'ii't"tii i\l'4i *�'tiC3'i\Ui�a\iia\ii li'"4."1'\\li'\``,ii.i�'4i'k\i'�'�1L+' Yl L IT OF VIZOR 1 S-7 S-3 '�,+,'i1�\�.i\`�.`ii`�i`tiii1. l\`4'�i\i\'\i'\\\i\�.'�i'� '��,y\'tti�.ii\t i"4i��'4 '4\\ii\\ \ s`;�� F�fry r l + .�- �- • • • • o LIM OF WORK S-7 GG1 3-3 6-6 S-i S-5 S-3 3-4 S.2 :r x y � • + + + • • • • • S-7 8-3 3-1 S-4 S-5 3-2 S 6 y y fYr + • "J • • • LIMIT F WOR GG1 OC-2 S-4 S-5 S-6 S-1 GC-2 S-7 1 7 PLANTING NOTES: XER. REF. 1.1 PLANTING LEGEND: SYMBOL QTY THIS 1. CONTRACTOR SHALL NOTIFY THE C4TYAND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT CAU,.-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS SHEET XERISCAPE ASSESSMENT SYSTEM SUMMARY INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REINSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND TREES SPECIFICATKM. 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT --�-- T-1 Chiiopsis linearis Desert Willow 24"Box Per Plan Standard 23 I. AN A (Point Value)") POINTS REFERENCE CLAUM REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 3'Min.Grow (813eet I/Ref.#) 3. CONTRACTOR SHALL FAMILIARIZE HIMSELPHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, Space 1. Water consenring plants.(20) 20 L-9/1.1 OL ETC.,AND SHALL TAKE SE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY SHRUBS DAMAGE OF SAID UNDERGROLM FACILITIES. 2. Turf limited to 25%.(20) 20 L-9 8-1 Cistus'SlmseY Rockrose 5 gallon 4'o.c. 169 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE 3. Plants grouped by watering need.(10) 10 L-911.2 SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE SEEN ESTABLISHED,THE PLANTING AREAS Q 3-2 Salvia sonomensis Sonoma Sage 5 gallon 3'o.c. 376 HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. 3-3 Zauscfxieria californica California fuchsia 5 qa#ivn 3'o.c. 202 4. Hardscape(non-irrigated)surfaces.(10) 10 L-911.3 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLAN MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE + S-4 LeucophyUum frutescens Texas Ranger 5 gallon Y o.c. 91 5. Permeable paving.(5) -OF THE CITY PRIOR TO EXCAVATION. 'Compacta` " u 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS • S-5 Arctostaphylos d.'Howard Manzanita 5 gallon 6o.c. 64 6. Low-water turf varieties.(5)�M�, BEYOND THE LIMIT OF WORK,THAT is A D 9ECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- S-6 McMi n, 7. Mulch provided in non-ground cover areas.(5) 5 L-9/1.4 CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS (� g'a rigens Deer Grass 5 gallon 5'o.c. 79 OTHERWISE APPROVED BY THE CITY. Q S-7 Penstemon centranthifouus Scarlet Bugler 5 gallon 3'o.c. 61 8. Sod amendments.(5) 5 L-911.5 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT -- MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. GROUNDCOVERS Total Points C1a1 nW: 70 8. WHENEVER SHRUNGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE (Minimum Points Required: 60) ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER 0 REQUIRED,PURSUANT TO CITY STANDARDS GC-1 Edgeron karvinskianus Mexican Daisy 1 gallon T o.c. 259 AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. YYIYr GC-2 Myoporum palvifoiium Prostrate myopotUm 1 gallon 8'o.c. 22 XER. REF. 1.5 F 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED VINES SOIL AMENDMENTS 6'INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. APPLIES TO ALL SHUB BEDS. 4 CY.NITROGEN STABILIZED SAWDUST AV-1 Partf*noclssus kkuspidata Boston Ivy 5 gallon 15'o.c. 0 120 LBS GYPSUM *0 S C A PF 125 LBS GRO-POWER PLUS XER. REF. 1.4 11. SHRUB BED AREAS SHALL RECEIVE V LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING to OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S PLANT SPACING NOTE: U I .0 0 APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, � /� REFER -A>,P90,f0 r�N,&�t 1` o- z -rrsW5, 5S%'tloK 3 v a-44,�:ea r�A M1(,'e# ZO ! 09 ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING 7-31- 31 re l t \ AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,AS REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING Date 00)of sees mob pool via P" WILL OTHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR DETAIL.LANDSCAPE ARCHITECT AND CIT elm REPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. OF CA��� SHEET KEY MAP � s Wow- CITY___.-r... __�... � .._. ..._.._.�._._...._.�.__.�....._ .. DESCRIPTION OF REVISION DATE CIT"PROVED x OF RANCHO CUCAMONGA SYMBOL LEG END PACIFIC INLAND LAND EMPIIRE TRAIL TREES SHRUBS CALL-OUT PHASE 3 SYMBOL CALL-OUT SYMBOL SIZE (gal./box) PLANTING PLAN Underground Service Alert QUANTITY QUANTITY APPROVED BY: , - DATE- CITY ENGINEER Ii�1 - RCE No. 24593 Cali: TOLL FREE PLAN CROSS REFERENCES DMIGN ARCHtTERRA DESIGN GROUP y/ D i TMW LANDSCAPE ARCHITECTURE / 1-800 FOR NOTES AND LEGENDS, SITE PLANNING ING IL SEESHEET L-1 E� • to221-A TRADEMARK STREET s 422-4133 FORS E101 FOR CIF CAT OS, SEES SHEET L-13 RANCHO CW FAX: GA,CA 91 30 .l MW (909)484-2800 FAX: (909)484-2802 L-9 OF 13 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 C1IECxE RL.A No. 2834 MW ING 76- TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-5 SCALE: 1"=20' JRCIJLP DATE 09/20/06 JOB NO. 0616 PROJECT Sheet No. 31 of 35 if S-2 S5 1S4 VS-1 V1 3 G1 S-4 V-1 S-2 S-3 S-1 S-3 S-1 3-5 S-1 62 63 S-3 GS 2 2 ° F S 2 LI T OF RK S•7 LIMIT O WOR w ------ MWww w w wwwwwwwwwwwwwwww wwww w wiww.wwwww wwww�wwww +.w,,w�w+w,+,, wwwww �.w wwww www�ww ww-.��wwwwww-wwwwww*, www GC-1 w ww�ww,wwwwwwwwwwwwwww GGi .,w ti��.ww�w�wwwwww w*,w� �+wwwwti�.w+www *.*. .w�ww wwwwww�ww� www�.wwr, wwwwww�.www wwwwww wwwwww�w wwwwwwwwwwwww,-,w .wwtiww�.wwww wwww wwwwwwwwww*. ,a�, w�ww�w+..ww�.w�.wwww�.�'�w w+,wwwwww�,*.wwww www•,www wwww�awww S-3 S-1 u S-7 O GG1 GGi GGi .. f + Z Z S-7 GGi S-3 S•7 63,- G7 . 38. 3 r X +� +. • GG2 .x � _, ,.,� , ._ : _.�. . , .� �_.. . .. _..-, Y E � ,. , ,,. ,. � t S2 :.: �. _ ..' :.•-._ ..�-• Z .ter... „�. .-..... :. ,... �.. ..,, ..,._r. .� .'. ,,,.-. 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S-7 GC-2 x " wwwwwwwwwwwwwww wwwwwww�w�►*► ww,wwwww.wwwwwti��, www*.w�*ti*.wwwwww wwwww�ww*, wwwwwww www w .ww www 3 -3 �www4www�wwwwwwwwww� LIMI OF W K S-3 GG1 8-1 S-4 S-5 S 2 s-6 V-1 8-1 25 i1 E XER.REF.1.1 PLANTING LEGEND: u apF SYMBOL QTY THIS �� m yy�a CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS SHEET CO °IP CPv TREES � � + - �g re —�• T-1 Chilopsis Iiineads Desert Willow 24"Box Per Plan Standard 7-31 8 3'Min.Grow w Space SHRUBS �rF 0 F C Al-`��Q ® 3-1 Cistus 5unsei' Rockrose 5 gallon 4'o.c. 296 o 8-2 Sada sonomensis Sawa sage 5 gallon T O.C. 526 SHEET KEY M A P ® S-3 Zauschneria califomica California kdisia 5 gallon 3'o.c. 168 + S-4 Lwoolkyllum frutescens Texas Ranger 5 gallon 5'o.c. 101 • 3-5 ArctosUVhylos d'Howard Manxanita 5 gallon 6'o.c. 64 4 4 Q McMinn' �n QS-6 __.._ Muhlenbergia rigerrs Deer Grass 5 gallon, 5 o,c. s4 �� ... .__.r,.. _ . _. — �-- ----�----- DESCRIPTION OF REVISION DATE APPROVED 8-7 Penstemon centranthifolk s Scarlet Bugler 5 gallon 3'o.c. 46 GROUNDCOVERS CITY OF RANCHO C Erigeron karvinskianus Mexican Daisy 1 gallon 3o.c. 297 SYMBOL L E G E N D GC-2 Myoporum parvifolium Prostrate myopoawn 1 gallon s'o.c. 19 TREES SHRUBS PACIFIC INLAND EMPIRE TRAIL VINES SYMBOLT CALL-OUT PHASE 3 SYMBOL A V-1 Parthenocissus hicuspidata Boston ivy 5 gallon 15'o.c. 41 SIZE (gal./box) QUANTITY QUANTITY PL"TING PLAN Underground Service Alert APPROVED BY: ' DAT 4/' / ' E: r CITY ENGINEER4/Z 62/zef ICE No. 24593 Call: TOLL FREE PLAN CROSS REFERENCES PLANT SPACING NOTE: D ICN ARCHITERRA DESIGN GROUP RECO 7�DED SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, Irmw LANDSCAPE ARCHITECTURE "'800 ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING FOR NOTES AND LEGENDS, SEE SHEET L-9 SITE PLANNING AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY AS REQUIRED TO MAINTAIN FOR PLANTING DETAILS SEE SHEET L-11 • DRAWN 10221-A TRADEMARK STREET SIiL T �� -413 � � � RANCHO CUCAMONGA,CA 91730 2 3 DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN, LAYOUT/SPACING FOR SPECIFICATIONS SEE SHEET L-13 TMW (W9)484-2800 FAX- (909)`t84-2W2 L"10 OF 13 WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR DETAIL LANDSCAPE ARCHITECT AND FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3 2834 CITY'S REPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. CHECKED RLA NO. D WING NO. TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6 SCALE: 1"=24' JRC/JLP HATE 09120/06 3ot3 NO. 0616 yl►'1 L.- PROJECT Sheet No. 32 of 35 NOTES: R !. REMOVE NURSERY STAKES AND FLLLCAVITY WITHIN ROOTBALL STORM DRALNI CATCH BASIN BCR 2. PARAS TO BE PLUMB AND EL UNDERGROUND UTILITIES l , TO PRET AAIILIING WIND. 5 `../ N HARDS(APlNG(CONCRETE HEADER, CURB 1 GUTTER,SIDEWALK,ETC.) SIDEWALK UTILITY, n� �v W ONE HALF OF SPACING CH. HACTED WOOD CHIP � S.L v` ��'�' REQUIREhENT FINLSH BOLL GRADE LIMIT OF PLANTER AREA --T) METER �� 9 Dc TOP TLE TO BE PLACED AS MI M— ,',� LAW IE POSSIBLE ON THE vi TIGHTLY COMPACTED 3 BERM TO FORM 5 CURB AND GUTTER TRUNK T� 1�E.MIND TOP OF STAKES BELOW �i DEPRESSED WATERING BASIN. I . NOT IN LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO �i 4K WOOD CHIP MULCH. `v SUPPORT OR ALLOW �''' SPECIES GROWTH HABIT PERMIT3, EXTEND 7 ABOVE NO WOOD CHIP MULCH SI IOULQ BE THE HEAD TO DROP, —;$ MAIN TRUNK FINISH GRADE OVER�D BALL L TO REMAVN Q z� S (4 SETS OF CINCH TIES SPACED 24" f� R APART CONVEX SIDE AGAINST TREE FINISH GRADE TRUNK ATTACH WITH GALVANIZED SIDEWALK ' SCREWS TO B LODGE POLES. DRIVE S.L. !7 2 DIA.LODGE POLE PINE STAKES HOVEL GUT EDGE COMPACTED NATIVE SOIL 1 APPROACH �d 3 av- WITH WOOD PRESERVATIVE STAIN, 21 DISTANCE EQUAL TO THE ON CENTER SPACING 0 11 cow URND�ISTUMINIMUM IBED SOL ND INTO DISTANCE EQUAL IN THE 5 5 CURB AND 8 la Wo STAKES OUTSIDE ROOT BALL. ROOT BALL ON CENTER SPACING NA Of SPECIFIED SHRUB OF SPECIFIED SHRUB GUTTER TOP ROOTBALL TO EXTEND 7 DIST E EQUAL TO THE ON CENTER UNDEI1GROk ND TIGHTLY COMPACTED 3'BERM ABOVE FINISH GRADE. SPACING OF SPECIFIED SHRU$ STRUCTURE eg TO FORM WATERING BASIN FOR PLANT PIT TO BE TIMES THE TRANSFORMER VAULT. RESIDENTIAL AND GROUND OOVER PLANT PIT TO BE(4 TIMES THE WIDTH OF THE BALL. INLETS SPECIAL CASE A3 DESCRIBED INSTALLATIONS.LOCATE OUTSIDE WIDTH OF THE HOOT BALL NO IN NOTE 4.BELOW. OF PLANT PIT.BERMS IN TURF WOOD CHIP MULCH SHOULD BE AREAS TO BE REMOVED PRIOR PLACLO OR ALLOWED TO REMAIN TE i.PRIOR TO PURGiA8E1RACE?v4EfdT OF THE MULCH,THE CONTRACTOR SHALL NOTES: TO CITY ACCEPTANCE. OVER TI IE ROOT BALL NOTE: SUBMIT SAMPLE TO THE INSPECTOR FOR APPROVAL O SPACING SHALL ONFORMTO PLANS APPROVED By THE CITY ENGINEER. NATIVE ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 2 MULCH AROUND TREES AND SHRU13S AS PER CITY STANDARD PLANS AND BLEND !. TREE 2 ALL TREES IN THE LL ARE SUBJCCT TO ANE OF SIGHT NATIVE BACKFILL WITH NO SPACING(TRIANGULAR}UNLESS OTHERWISE INDICATED ON INTO EDGES AT GROUND COVER AREAS. ROM E GREATER THAN 3` PIANS:SEE LEGEND FOR SPACING RREQUIREMENTS.REQUIREMENTS.CRITERIA AS APPROVED BY TRAFFIC ENGINEER. D 3 MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. CURBS OR WALKS, 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND WHERE PLANTED ADJACENT TO WALLS, 4 NO MUCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR FACILITIES IN ADDITION MAINTAIN 5 FROM CENTER OF TREE TO ALL UTILITY ARBOR GUAR%!N NRF UNDISTURBED NATIVE SOIL SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER ALLOWED TO REMAIN THERE OWNED WATER&SEWER LATERAL LINES. AREAS AND F NT YARDS. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 4, TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXIMATELY FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS, v TREE TO EITHER SIDE OF PROPERTY LINE. NATIVE WELL WITH NOTES: tt;;tHi � 3 SPACING REQUlRE7�lENTS SHALL GOVERN THE FINAL QUANTITIES d S FROM CENTER OF T e NORTHANOCCKS EATER o !.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE c OF ROOT BALL.DO NOT CRACK ROOT BALL LEGEND ARE ESTIMATES ONLY. ENGINEERING DIVISION. 4 WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS rn a STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO TIE CITY NATIVE SOIL UNDISTURBED c? SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO STANDARD PLANS. SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. m cl " CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA h APP320N�BY: STlP®ARD PLM WMQVED8Y- yTy.,U,ryHp plpN P3'PROVETi BY: 5TAtCA%RQ PLAN APFRO'ED BY; ST/VVWJiG PIPJ/ APFROkD BY: STAIPPN2D PLAN DOUBLE STAKED TREE SHRUB AND GROUND COVER MULCH INSTALLATION TREE PLACEMENT 501 �� R Y M o CONTAINER PLANTING ��E/�� SPACING 508 509 5 GAL -24 BOX 502 W �+�`� Ill CXY ENGPIR p4TE USEY1fN STA!l0J3iD SPEGFIG0.T KINE FDR PUBLIC N kKS WNSIRU[.I"I SHEET OF �jj CRYENGWE�R PATE VSE VAT.STNIWCISPECIF�CA.I.FOR PUBLIC..CONSTRUCTHON � CRY EN*I`T g DATE USE NAM STAIQiPRD9'ECFICA7gN5 FOk PUBH.K:NARKS CUNSTRIKTIO'J SHEET IWI � Rc.E. 24953 Ric HATE UzE MTH STMDARD SPE10YX[ ,"IS FOR PUBLIC MR"CONSTRUCT ION CIfYEliCiRRsR DATE USE yATk 5TAHUARD SPCK:FICATK)NS FOR PUBLIC VYJRI(S CONSTRUGTgN �49s3. SHEET IUFI Za4Q SHEET H OF 1 SHEET I W t R.C.E. o R.ce 24953 Rc.E. 24853 or RLE. TREE PLACEMENT TREE PLANTING SHRUB PLANTINGSHRUB SPACING MULCH LAYER SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. • SCALE: N.T.S. SCALE: N.Y.S. 10 #0SCAP,p um 4 1 00 4- OF 4F C pCITY L��o DESCRIPTION OF REVISION DATE "PROVED CITE' GF RANCHO CUCAMONGA_ PACIFIC INLAND EMPIRE TRAIL PHASE 3 PLANTING DETAILS APPROVED BY: DATE• J �� CITY ENGINEER �l '� -�� o%'�-��'" RCE No. 24593 DMION ARCHITERRA DESIGN GROUP �jo DR LANDSCAPE ARCHITECTURE SITE PLANNING DRAWN 10221-A TRADEMARK STREET girtT RANCHO CUCAMONGA,CA 91730 DR (909)4842800 FAX: (909)484-2W2 L-11 OF 13 CHFiCKhO RLA NO. 2834 . JRCIJLP DATE 09/20/06 JOB NO. 0616 pi 11(.- PROJECT Sheet No. 33 of 35 . r SPRINKLER IRPJGAT10N SPECIFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P_3.1. 4. Use 9.112' inadequacies la x I I"rectangular box for a1 electric control valves with the adjoining grade. The Contractor shag sat in place,cap and inadequacies of coverage due to deviations from the Drawings,or e. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areas. Carson Industries P pressure test ad piping under paving prior to the paving work. where the system has been yinad installed as indicatedbringing t the PARY i.GENERAL 3. The chart shall show the area controlled by the automatic controller f. Date d extrusion 1419.128 with green bok-down cover or approved equal. Drawings when itis obviously inadequate,without bringing this to and shag be the maximum size which the controller door will allow. 2. Generali under exist walks is done b lacking,boring.or the attention of the City d Rancho Cucamonga. This lest shall be Y,PIpin9 �9 Y j n9, 9 accomplished before any ground cover is planted. 1.01 DESCRIPTION 8. AN fittings shall bear the manufacturer's name or trademark,material 5. Use 10"x 10-114•round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks 4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No.910-128 and/or concrete is necessary,k shall be done and replaced by the A Scope of Work: Provide at labor,materials,transportation,and services However,in the event the controller st fquenoo is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract oosL Permission to cut or break a. Upon 000mpledw of each phase of work,the entice system shall be necessary to furnish and Install the Irrigation System as shown on the drawing is reduced,k shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping: sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete 1. Non-pressure buried lateral line piping shad be PVC Schedule 40 paving. 3..07 MAINTENANCE 11 B. Standards: AN work and materials shad oornply with governing codes,safety 5. The chart shag be a black line or bluefine ozafid print and a different with solvent-weld joints when installed in planting areas. 1. Ad sprinkler heads shall be of the same size,type,and delver the orders,standards,and regulations,and meet the minimum requirements d color shall be used to indicate the area d coverage for each station. same rate d precipitation with the diameter(or radius)d throw, $. Refer t City Standard t20'Trench Repair"when within City street A The entire irrigation system shad be under fun automatic operation far a the Standard Specifications For Public Works Construction(Green Book)latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic toads. period d seven p)days prior to any planting. edition. 8. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions. 8. The C' of Rancho Cucamonga reserves the right to walve or shorten the sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: tY an9 1.02 QUALITY ASSURANC9&REQUIREMENTS mils. 3. Pipe shag be made from NSF approved,Type I.Grade 11 PVC 2. Spray heads shall have a screw adjustment. operation period' compound conforming to ASTM resin specification 01784. AN pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is A. Permits and Fees: The Contractor shag obtain and pay for any and at 7. These charts shag be completed and approved prior to the final field . must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shag be fabricated in accordane with the details shown diagrammatic Install lines(and various assemblies)in such a 3.08 CLEAN-UP permits and at observations as required. observation of the irrigatioon system. with an appropriate standard dimension ratio. on the drawing& manner as to conform with the details in the Drawings Clean-up shad be made as each portion of work progresses. Refuse and excess dirt B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1,2,and 3 of this section(2.01 B),all 4. Riser nipples for ag sprinkler heads shag be the same size as the 2. Install NO multiple assemblies in plastic fines. Provide each assembly shad be removed from the site,all walks and paving shag be bloomed or washed shag be followed in at cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with Is own outlet down,and any damage sustained on the work of others shag be repaired to its Contract furnish d'irect'ions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure maim line pipe and fittings as original condition. ac Spit•� s. calendar days prior to completion d oonstruction,two hard over, set forth In section 2.01 B of the Specifications. 5. All sprinkler heads d the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective three rung binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRIOR TO,ACCEPTANCE C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: O. Sleeving: specific items required to complete work,perform such work in and regulations governing or relating to any portion of this work are hereby a Index sheet which states Contractors name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City d Rancho incorporated into and made a part of these Specifications.and their telephone number,and which lists each installed equipment i. Where indicated on the Drawings,use red brass screwed pipe t. Sleeving under hardseVe or paved areas for mainfine,lateral tines Rancho Cucamonga. Cucamonga at time d final observation. Any items deemed not acceptable by provisions shag be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification~-P-Wl. or control wiring shall be Schedule 40 P.Y.C.or approved equal. the City of Rancho Cucamonga shad be reworked to the complete satisfaction these Specifications shag not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shag be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga rules, regulations,or requirements of the same However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460. methods shad be as recommended by the pipe and fitting B. The Contractor shag show evidence to the City of Rancho Cucamonga that the construction of a better quality,higher standard,or larger size than is c Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received ag accessories,charts,record drawings,and equipment as required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all E. Copper Pipe and Fittings: Drawings and Irrigation Detail sheet required before final site observation can occur. Specifications and Drawings shad take precedence. major equipment. 5. On FVC to metal connections,the Contractor shad work the metal 1. Pipe: Type K hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shag be used on all 3.10 SITE OBSERVATION SCHEDULE D. Explanations of Drawings: 2. In addition to the above mentioned maintenance manuals,provide provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on at threaded PVC to metal joints. Light A The Contractor shalt be responsible for notifying the City d Rancho the City's maintenance personnel with instructions for mayor 2. Fittings: wrought copper,solder joint type. terminal strip. wrench ons re pressure are is at that is required. Where threaded PVC 1. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connectionrequired,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,aocordlttg to Pipe may be solvent welded. the time indicated:offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion d the project that this service has been 3 Joints shall be soldered with silver solder,45%silver,15%i capper, 3. A 117 von duplex box shag be provided with an On/Off switch,and a shag carefully investigate the structural and finished conditions rendered. 16%zinc,24%cadmium,solidus at 1125°F,and tfquidus at 1145°F. 117 volt receptacle. Metal conduit shag run from the 117 vol supply E. Line Clearance: 1. Pre-Job Conference-7 days affecting ad of his work and plan his work accordingly,furnished to the controller housing. AN power within the housing shall be such fittings,etc.,as may be required to meet such conditions. E. Equipment to be Furnished: F. GaloVahves: properly phased. line installation-24 hours Drawings are generally diagrammatic and indicative of the work to be 1. AN fines shag have a minimum clearance d sin(6)inches from each 2. Pressure supply ng the proper other and twelve (t2)inches from lines d other trades,with the installed. The work shag be installed in such a manner as to avoid i. Supply as a part d this contract the following tools: 1. Bag Valves(1 I to and smaller) 4. A terminal strip shall be provided,clearly indicati exception d the control wire sleeves which shall be installed 3. Lateral line and sprinkler installation-24 hours conflicts between the irrigation system,planting and architectural points of connection d all appropriate wiring(station valves,master pts sleeve(s) l t c a. Two(2)sets of speiaools required for removing, a Bad valves shall be a 125 Ib SWP bronze valve with threaded valve,oornmon,central oottr . adjacent to pressure supply line. Parallel lines shag not be installed features. ol} disassembling and adjusting each type of sprinkler and valve ends and shall be equipped with a stainless steel handle. directly 4. Automatic controller installation-24 hours direct over cite another. 2. AN work called for on the Drawings by notes or details such be supplied on this project. b. Sag valves shall be Niboo T-585-70-68 or approved equal. Q. Miscellaneous irrigation Equipment: b. Two four-foot valve keys for ration of ate valves. F. Automatic Corttrotier Assembly: 5. Control wire installation-24 hours furnished and installed whether or not specifically mentioned In the (� Ys � 9 C. AN Ball valves shay be installed per detail. :Tecificatlons. C. Two(2)keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous d. One(1)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2'and larger) irrigation equipment. 1. Instal as per manufacturer's instructions. Remote control valves shall e. Pressure supply fine and lateral line testing-48 hours 3. The Contractor shag not willfully instal the irrigation s stern as every five(5)or fraction thereof of each type d quick be connected to controller in numerical sequence as shown on the y coupling valve Installed. Drawings, 7. Coverage test-4$hours shown on the Drawings when itis obvious in the tfeld that P►n9 a. Resident Wedge Gator valves shah be epoxy coated and 2. AN miscellaneous irrigation equipment shag be as specified or obstructions,grade differences,or discrepancies in area dimensions equipped with a 2"operating nut. approved equal 8. Finial observation-7 days 2. The above mentioned equipment shad be turned over to the City at b. Resident WAT-RW as G. High Voltage Wiring for Automatics Controller: exist that might not have been considered ih engineering. Such �Gate valves shall be No.403 obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. PART 9.EXECUTION City of Rancho Cucamonga in the event this notification is not evidence that the City has received material must be shown to the C. All Resident Wedge Gate valves shag be installed per detail. 1- 120 volt power connection to the automatic controller shag be B. When observations have been conducted other than the City of Rancho Cit d Rancho Cucamonga Cucamonga,show evidence in writing d when and by whom these performed,the Contractor shaft assume full responsibility for any Y ga 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. observations were made. revision necessary. G. Quick Coapting Valves: 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING A. All scaled dimensions are approximate. The Contractor shad check and verity 2. AN electrical work shag conform to local codes,ordinances,and union 1. Quick coupling valves shad have a brass,two-piece designed for C. M1lo site observations will aimrmernce without As-k3uiit"record drawings. The 1.03 SUBMITTALS Pi �y ill at size dimensions and receive approval from iia City of Rancho Cucamonga authorities having jurisdiction. contractor shad not cad for a site visit without'As-Built"record drawings, A- Handling of PVC pipe and finings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. prior toproceeding with work under this Section. A Material fist: care in hanrdlin%loading,unloading,and storing PVC pipe and fittings. All H. Remote Control Naives: without completing previously noted corrections,or without preparing the PVC pipe shag be transported in a vehicle which allows the length d pipe to 2. Quick coupling valve shad be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit. 1. The Contractor shag furnish the articles,equipment,materials,or No fiat so as not to subject it to under bending or a concentrated external load size and type shag be as shown on the Drawings. Contractor shad be responsible for damages to utiiities which are caused by 1. install where shown on the Drawings. Where grouped together,allow pr ocesses s red b name in the Drawings and S ifications. No at any point. Any section of pipe that has been dented or damaged will be his operations or neglect Check existingutilities drawings for existingutility at least twelve 12 inches between adjacent valve boxes. Install each y discarded,and it installed,shag be replaced with new piping. Y { ) j substitution will be allowed without prior written approval by the p P��• N. Baclflow Prevention Units: locations. remota control valva in a separate valve box. City of Rancho Cucamonga. 1.05 SUBSTiTUTIONS 1. Backflow prevention unit shag be of size and type Indicated on the - C. Coordinate installation of sprinkler materials including pipe,so two shag be 1. Flushing of System: 2. Complete material list shall be submitted prior to performing any irrigation drawings. Instal backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting work. Material list shall include the manufacturer,model number, A. I(the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and and description of at materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do connected,all necessary diversion work has been completed,and manufacturer and other irr€ormation may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shag have a bronzed D. The Contractor shad carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control valves shall be Is a guide to proper submittal format: for approval: screwed boy with 60 mesh morel screen and shall be similar to Bailey safety proceed before starting work on the Irrigation system. opened and full head of water used to flush out the system. #1008 or approved equal Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. 3.02 PREPARATION 2. Sprinkler heads shad be Installed only after flushing d the system Use a separate sheet of paper for each item to be submitted. 3. All pressure main fine piping between Etre point d connection aril has been accomplished to the complete satisfaction of the city of 1 Backflow Preventer Feboo 825-Y BV the backflow preventer shag be installed as required by local code. A Physical layout: Rancho Cucamonga. 2. Provide descriptive catalog literature,performance charts and flow The Contractor shad verify with the local governing body as to 2 Automatic Controller Calsense ET1-24-DR charts for each item to be substituted. material type and installation procedures prior to start of Pr construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shag site stakeout all pressure J. S miler t-Eeads: 3 Master Valve Superior 3100 RCV 3. Provide the amount d oast savings it the substituted Item is supply lines,routing and location of sprinkler heads. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler approved- 1. Check Valves' 2. AN layout shall be approved by the City d Rancho Cucamonga prior heads to be installed In this work shall be equivalent in all respects 4 Etc. Etc. EM. to installation. to those itemized. B. The City d Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2'and smaller shall be 200 pound W.O.G.bronze Irrigation submittal must be specific and complete. At kems must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc 2. Spacing of heads shag not exceed the maximum indicated on the listed and shots include solvent,pruner,wire,oonnedors.valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification W%*V--51D,Class A, 5. Water Supply. Drawings. In no case shag the spacing exceed the maximum boxes,etc. No copies of manufacturers literature(catalog cuts)are Type iV. recommended by the manufacturer. required as submittal information. 1.08 GUARANTEE 1. The irrigation system shay be connected to water supply point(s)of 2. Anttdrain valves shag be of heavy duty virgin PVC construction with connection as indicated on the Drawings. 3.04 TEMPORARY REPAIRS 3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shag be made in accordance with the F.I.P.thread inlet and outlet. Internal parts shag be stainless steel of the Ci of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions d 2 Connections shad be made at the approximate location(s)shown on City onga y � PP and neoprene. Anti-drain valve shall be field adjustable against The City reserves the right to make temporary repairs as necessary to keep the may be required to remove such materials from the site at his own these Specifications shad be filed with the City prior to acceptance d the drawout from 3 to 40 feet d head. And-drain valve shad be similar to the sedDraby ac The Contractor is responsible for minor changes " caused by actual site conditions. sprinkler system equipment in operating condition. The exercise d this right by the expense. irrigation�er the Vakcon ADV'or approved equal. City shag not relieve the Contractor of his responsibilities under the terms of the 4. Approval of any item,alternative or su.nbstitute indicates only that the B. A copy of the Guarantee form shad be included in the operations and J. Control Wiring: G. Electrical Supply: guarardes as herein specified. product or products apparently meet the requirements of the maintenance manual. 3.03 EXISTING TREES Drawings and Specifications on the basis d the information of 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic coed on th shad be samples submitted. C. The guarantee form shad be re ed onto the Contractor's letterhead and controllers and the electric control valves shad be made with direct made to electrical poirtt(s)d connection as indicated on the pl 9u h'P Where it is necessary to excavate adjacent to existing trees,the Contractor shad use all shag contain the following information: burial copper wire AWG-U.F.600 volt Control wiring installed in Drawings• possible care to avoid Injury to trees and tree roots. Excavation in areas where two nit S. Manufacturers warranties shallrelieve the Contractor of his control wire conduit within structure shall be made with AWG-TW (2)inch and larger roots occur shall be done by hand. All roots two(2)inches and liability under the guarantee. Such warranties shad only GUARANTEE FOR IRRIGATION SYSTEM solid wire. Pill wires shag be a different oolor wire for each 2. Connections shad be nada at the approximate r min location(s)shown on cePPer larger in diameter,except directly in the path.d pipe or conduit.shag be tunneled supplement the guarantee. automatic controller. Common wires shag be white with a different the Drawings. The Contractor is responsible for minor changes cause under and shad be heavily wrapped with burlap to prevent scarring or excessive We her guarantee that the'irr irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. �Y g i9 Yst K� drying. Where a ditching machine is run close to trees having roots smaller than two B. RECORD DRAWINGS: free from detects in materials and workmanship,and the work has been completed in valve manufacturers specifications and wire chart. In no case shall (2)inches in diameter,the wad of tha trench adjacent to the tree shad be hand aoeordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#i14. 3.03 INSTALLATION trimmed.making clean cuts through. Roots one(1)inch and larger in diameter shall 1. The Contractor shad provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or be painted with two coats d Tree Seal,or equal. Trenches adjacent to tree should be •k set of blueline ozalid prints which shad be corrected da showing workmanship which may develop d the period d one from date d 2. Wi shad occupy the same trench and shad be installed ado the A. Trenching: pr' daily, wing p Y �P 9 Y� th9 n9 closed within twenty-four(24)hours;and where this is nit possible,the side of the every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or tat"lines wherever possible. trench adjacent to the tree shad be kept shaded with burlap or canvas. I Df trenches straight and rt e continuously on bottom d �*4 SC APS exact installed locations,sizes,and kinds d equipment Prints for this replacing of such defects at no additional costs to the City. We shag make such g support Pip trends. La t to an even ode. Trench' excavation shad follow 9 purpose may be obtained from the City d Rancho Cucamonga at oost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1)wire is placed in a trench,the wiring shad Y ted � 3.08 FIELD QUALITY CONTROL W� 9 This sol d drawings shad be kept on the site and shag be used orgy receipt of written notice. In the evert of our failure to make such repairs or be taped together at intervals of fifteen(I 5)feet. layout indicated on the Drawings aril as meted. }q qe �y� as a record set replacements within a reasonable time after receipt of written notice from the City,we A Adjustment of the System: ,3 'A M authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curt shad be provided within three(3)feet of each 2. Provide for a minimum d twenty-four(24)inches Dover for at 0 2. The Contractor shad make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curt shad be of sufficient length at each irrigation bines installed binder paving or hardscaping. 1. The Contractor shag flush and adjust all sprinkler heads for 3 ' Wawa A drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of optimum performance and to prevent overspray onto walks, -08 work as actually installed. For example,should a pieceit match d equipment PROJECT: repair,the valve bonnet may be brought to the surface without 3. Provide for a minimum d twenty-four(24)inches Dover for all roadways,and buildings as much as possible. a-3t be installed in a location that does natc h the plan,the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines d three(3)inches or larger in diameter. ` 14 must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors. 4. Provide for a minimum d eighteen(i 8)Inches Dover for at pressure 2. If k is determined that adjustments in the irrigation equipment will r Date OQ� manner so as to match the original symbols as indicated in the supply fines d two and one hag(2112'7 inches or smaller provide proper and more adequate coverage,the Contractor shad 0 F LSF irrigation legend. The relocated equipment and dimensions will SIGNED: 6. Ad splices shag be made with Sootc h-Lok 93578 Connector Sealing make such adjustments prior to planting. Adjustments may also C�► then be transferred to the original record drawing plan al the proper Packs,Ratribird Snap-rite wire connectors.,or approved equal. Make include changes In nozzle sizes and degrees of arc as required. time. ADDRESSED: only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(12)inches for all non-pressure lines. PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control 3. Before the data d the fatal observation,the Contractor shad transfer 8. Provide for a minimum Dauer d eighteen 18 inches for at control 3. Lowering raised sprinkler heads by the Contractor shad be all information from the"record drawing"prints to a sepia mylar or valves will not be allowed without prior approval of the City of ( ) accomplished within ten(10)days after notification by the City. PART Z.DRflUl1CT3 wires similar mylar material. Arrangements shad be made through the c'sry Rancho Cucamonga. 9• for obtaining said sepia mylar or similar mylar material. Ad work4. AN sprinkler heads shag be set perpendicular to finished grades shall be in waterproof Indra ink and applied to the mylar by a 2.01 MATERIALS K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within City streets unless otherwise designated of the Drawing& technical pen made expressly for use on mylar material. Such pen susceptible to traffic bads. shag be similar to those manufactured by Rapidograph, Kueffel 8 A General: Use only new materials of brands and types noted on drawings, 1. Automatic oontroller(s)shag be of size and type shown on the 5. Rain Bird EFS-CP-PRS valves wig be set per manufacturers Esser,or Faber Castell. The dimensions shad be made as to be easily specified herein,or approved equals. Drawings, B. Backfilling: specification so that each lateral operates at design pressure. DESCRIPTION OF REVISION DATE CITY readable even on the final controller chart(see Section Q. The APPROVED original mylar'record drawing'pian shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location d automatic oonttrolter(s)shag be approved by the City 1. The trenches shag not be backfilled until at required tests are S Testing of Irrigation System: Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga materials Trenches shad be carefully backfilled whin the excavated CITY RANCHO 1. Pressure main lyra t for sizes 2'and larger shall be PVC Glass materials approved for backfilling,consisting of earth,loam,sandy 1. The Contractor snail request the presence of the Cit d Rancho controller chart. piping po cis sand,or other approved materials,free from lar clods d earth Pr y 315. 3. Unless otherwise rioted on the Drawings,the 120 vol electrical power Y. aPPr large Cucamonga in writing at feast 48 hours it advance d testing. 4. The Contract"shad dimension from two(2)permanent points of to each automatic controller loc:afdon is to be furnished by other& The or stones. Backfill shad be mechanically compacted in landscaped reference,such as building oorners,sidewalk edges,road 2. Class 315 pipe shag be made from an NSF approved Type 1,Garda% final electrical hook-up shag be the responsibility of fie Contractor. areas to a dry density equal to adjacent undisturbed soli in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per ]�/� TRAIL ]� PVC oo nd cordormin to ASTM resin specification D1784. At areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight. PACIFIC INLAND EL Il PI R E 1 RA I L intersections,ales.,the location tithe following items: mtpott 9 q Ix ►till pope must meet requirements as set forth In Federal Specification PS L Electric Control Valves: areas,humps or other surface irregularities. a Connection to existing water lines. 22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld Note: Testing of pressure main lines shag occur prior to b. Connection to existing electrical power. Pipe). 1. AN electric control valves shag be the same size and type shown on 2. A fine granular material backfill will be initially placed on at fines, installation of the electric control valves. PHASE 3 a Gate valves. the Drawings. No foreign matter larger than one-had(112)inch in size will be d.Routing of sprinkler pressure fines(dimension max.10U► 3. Pressure main line piping for sizes 1-ire and smaller shad be PVC permitted In the initial backfill. 3. AN piping under paved areas shall be tested under hydrostaft along routing). Schedule 40 with solvent welded joints. 2. Ad electric control valves shah have a manual flaw adjustment. pressure of 150 pounds per square inch and proven watertight prior e Sprinkler conoid valves. 3. Flooding of trenches will be permitted only with approval d paving.the City to f. Routing d control wiring and locations of all splice boxes. 4. Schedule 40 pipe shad be made from NSF approved Type 1,Gratia 1 3. Provide and install one porttrol valve box for each electric control of Rancho Cucamonga IRRIGATION SPECIFICATIONS g Quick coupling valves. PVC compound conforming to ASTM resin specification 01785. AN valve. 4. Sustain pressure in lines for not less than six(6)hours. it leaks 4. If settlement occurs and subsequent adjustments in pipe.valves, h Sturi>•outa for future aomectiarts pipe must meet requirements as set forth in Federal Specification P3 develop,replace joints and repeat test until entire system is proven ( � � � �.� 1. Other related equipment as directed by the City d Rancho 21 70. M. Control valva Boxes: sprinkler heads,lawn,plantli-4 or other oonstructlon are necessary, watertight APPROVED BY: t44�v C 'I DArE:Cucamonnga the Contractor shag make ad required adjustments without cost to the CITY ENGINEER RCE No. 24593 5. PVC solvent-weld fittings shall be Schedule 40,11-1 NSF approved 1. Use l0"x 10-314'round box for all gate valves. Carson Indurstries CRY. S. AN hydrostatic tests shall be made only in the presence of the IRECWDL 5. On or before fine data d the final field observation.the Contrail" conforming to ASTM test procedure D2468. #910-125 with green bolt-down cover or approved equal. Extension General Contractor and the City d Rancho Cucamonga No pipe shag shad delver the date of ted and completed sepias to the City d sleeve shad be PVC with minimum size d six(6)inches. C. Trenching and Backfill Under Paving: be backfilled until it has been observed,tested,and approved in ARCHITERRA DESIGN GROUP Rarxitto Cucamonga. Delivery d the sepias thrid not relieve the 8. Solvent cement and primer for PVC solvo3rt-weld pipe abd fittings writing. JLP LANDSCAPE ARCHITECTURE shall be d type and installation metho ds prescribed by the 2. Use 9.102"x 1W x 1 Y rectangular box for at electrics control valves. 1. Trenches located under areas where paving,asphaltic concrete,of $ITE PLANNING Contractor of the responsibility d furnishing required information concrete will be installed,shad be backfilled with sand(a layer four 10221-A TRADEMARK STREET manufacturer. Carson industries!141S-12B with een bolt-down cover or cued e. Furnish necessary force m and all other test equipment sliqfr that may be onitted from the prints. (4)i rhes below the pipe and six (6)itches above the pipe)and pop RANCHO CUCAMONGA,CA 91730 equal. 909 484-2800 FAX: 909 L-12 13 C. Controller Charts: 7. Pig PVC must bear the following markings: compacted in layers to 95'�i compaction,using manual or mechanical 7. When the irrigations ern is coin feted perform a oovera test ih 1LP ( ) ( )484-2302 OF Pipe rg g • Y� completed,Pe 9a ........_..... ,..�.-.--... tamping devices. Trenches for piping shag be compacted to equal 3. Lisa t3'diameter x 8-3f4'deep round plastic valve box for at quick the presence of the City of Rancho Cucamonga to determine it the E HJR NO 2W4 the compaction d the existing adjacent undisturbed soil and shad be 1. As buiRa drawings shat be approved by tha City d Rancho a Marnufacttrers Hama coupling valves. Censors lrtdustries#608-12 with green flex-tock water coverage for planting areas is complete and adequate Furnish Cucamonga before controller charts are prepared b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. AN trenches shad be felt flush all materials and perform at wok required to cored any a schedule or class YRCfdLP DATE 09f20I0b Jos rlo. 0616 y1 I'11.. PROJECT Sheet No. 34 of 35 CONCRETE SPECIFICATIONS PART 1 GENERAL 1.07 Guaranties: 3.08 Coordination: 8.03 Submittal: 1.01 Description A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn Weed abatement work shad be coordinated with the installation of the irrigation Prior to the installation of any weed control materials,the Landscape Contractor shag shall be guaranteed from data of final acceptance of landscape construction system rotobIling and sol amendment work,and planting. (See Weed Abatement submit to the Landscape ArchitectilCity a list of the weed control materials and For concrete information refer to the Standard Specifications for Public Works for periods as follows: section). quantities per acre intended for use in controllinng the weed types prevalent and Construction(Green Book: Edition pet the City of Rancho Cucamonga). Refer to expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor Sections 4,201.303,and 400,as wed as any other sections related to the installation, Trees 24'box&larger 1 year PART 4-TREES AND SHRUBS shag furnish the Landscape Contractor and Landscape Architect and City dada to per and post installation of concrete work,materials,labor,and clean-up. The Trees 15 gal.a smaller 1 year demonstrate the compatibility of the weed control materials and methods with the Standard Specifications for Public Works Consfixction is available from: Shrubs AN sizes 120 days 4.01 Scope of Work: intended planting and seed varieties present Ground Cover 120 days 81 Building News Bedding Plant 120 days Provide all material,equipment,and labor necessary to install all trees and shrubs as 6.04 Responsibility and Coordlmaf*n: 3053 Overland Avenue Lawn(sod) 120 days shown on plans,as reasonably implied and as delineated in the specifications. Los Angeles,CA 90034 Lawn seed 120 da from first mowing Arg (seed) Ys 9 A. Landscape Contractor is responsible for the erection of all signs and barriers (310)2012-7773 4.02 Products required to prevent intrusion into the treated areas and to notify the public. Guarantees begin after the project acceptance by City and at the end of the 1.02 Scope U�Q 000 day maintenance period. Landscape Contractor shat)replace and plant A. tdnrn�ture -Plant names indicated on the drawings conform the"Standard B. No material or methods shag affect the landscape planting or hydroseed all materials which have died within the time span stated above,at no cost Plant Names'established by the American Joint Committee on Horticulture. germination. No material or method shag render the job site unusable for Furnish and instal all concrete work complete as Indicated on the drawings or as and within 3 days from receiving written notice from the Landscape Architect Except for names covered therein,the established custom of the nursery is more than 10 days from date of application. specified,including,but not limited to the following: or City. It dead material Is not replaced and planted within the 5 day followed. period.City may replace dead material with new material and charge the 8.05 Non-Selective Herbicides: A. Furnish and set all reinforcing steel,bogs,and anchors. Landscape Contractor for all expenses incurred. B. Cmidition -Plants shag be symmetrical,typical for variety and species,sound, healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall Non-selective contact herbicide and/or non-selective systemic herbicides(as B. Instal all items required by other trades which are to be cast into concrete. B. Construction Materials: The contractor shag guarantee all workmanship and have healthy,normal rod systems,well-filling their container,buy niat to the recommended by the Pest Control Advisor) materials for all site development,for a period of one year from date of final point of being root bound. Plants shag not be pruned at anytime,and in no C. Concrete mow strips,footings for wags,fencing,posts,benches,etc_,where acceptance of project. case shag trees be topped. 8.08 Selective herbicides: applicable. 1.08 Material and Labor Releases: 1.03 Protection C. Trees and shrubs shah be growing at a recognized nursery in accordance with Ste®ledivctapre-emergent��herbicides compatible with seed mixtures(as recommended by Upon completion d the work,the Contractor shall present to the City,signed copies of good horticuture practices and shag be d the size and Wiper normally ) AN finished concrete work shag be barricaded to pedestrian traffic for three(3)days. all labor and materials releases for ad work performed under Site Development associated with the c ordainer size specifiled on plans. Removal of all tags, 6.07 Weed Eradication: labels,nursery stakes and des from all plant material prohibited until the Barricade shag be placed imediately after concrete finishing. Contractor shad furnish, approval of the Landscape Architect or City. place and remove all of his own barricades. Contractor shall be responsible for any 1.09 Disposal and Clean-up: If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in damage to new construction and replacement or repair of the work shad be made D. AN plant material delivered to the site showing signs of damage or disease or the planting areas will require control prior to removal,spray these areas per Pest without added cost to the City. Remove all waste materials(including excavated material classified as unacceptable is insufficient In size to carry out the intent of the planting plan wig not Control Advisor's recommendations. soil material),trash and debris generated or encountered during the course of accepted and will be replaced at Contractor's expense. 1.04 Clean-up landscape construction.and legally dispose of it. During the course d the work, A. Prior to the installation of the irrigation system remove and clear all weeds remove surplus materials from the site and leave premises in a neat and dean E. Sizes of Plants -Shall be as stated on the Plan. Container stock(1-gallon,5 - and deleterious materials from planting areas. Upon completion of all concrete work and before final acceptance,the Cortrador shag condition. Clean up and remove all remaining debris and surplus materials upon but not o remove al the tools,surplus materials,apparatus,debris,etc.from site and the site completion d wok,leaving the premises neat and clean. The site shall be cleaned gallon,and t o gallon)shah have been grown in containers for at feast one{7) year, over two(2)years. Allow herbicide de to kill all weeds. Rake hoe oft all dead weeds to a depth of shag be left in a dean,neat condition acceptable to the City. upon the request of the inspector. 1'-;e below the surface of the soil. Physically remove all weeds from the site. PART 2-EXECUTION F. Substitutions -Substitutions for indicated plant material will be permitted PART 7-LANDSCAPE MAINTENANCE PLANTING SPECIFICATIONS _ provided the substitute materials are approved in advance by the City,and are made at no additional cost to the City. Except for authorized variations, 2.01 Protection: all substitute plan materials shag conform to the requirements d these 7.01 Scapa d Work: PART 1-GENERAL Keep all pian[material delivered to site in a healthy condition for planting. Plants specifications shag not be allowed to dry out Bare root stock shall be separated and heeled-in,in Provide ail materials,labor and equipment necessary for,or incidental to,performing 1.01 Scope of Work: most earth or other suitable material until planting. Balled and burlapped plants G. Plants Not Approved Plants not approved are to be removed from site all maintenance requirements as reasonably implied or as delineated in the - shall have root bad covered with moist sawdust,wood chips or other suitable materia! specifications Including,but not limited to the following: Contractor shag provide all materials.labor and equipment Incidental to aril unfil planting. immediately and replaced with suitable plants. The City reserves the right to necessary for completing ad work,as indicated on the drawings,as reasonably reject entire tats d plarits represented by defected samples. Maintain all plants and planted areas. implied,or as delineated in the Specifications as follows. 2.02 Installation: H. Stake all trees,as per details immediately after planting to prevent wind Keep planted areas free of weeds and debris. Prune trees and shrubs. 1.0X2 Standards: Detailed layout d plants within the planting areas shall be performed by Contractor' Fertilized all plants and planted areas. and approved by the Landscape Architect and City prior to planting. 1. Plant trees that are to be located in lawn or ground cover areas after finish Irrigation. All work and materials shag comply with governing codes.safety orders,standards, Insecticide spraying. and regulations,and meet the minimum requirements of the Standard Specifications Sod excavated from planting holes shag be amended to backfill around trees and grades are first established and allow least 7 calendar days prior t installation d said fawns or ground cover to provide for thorough watering For Public Works Construction(Green Book)latest edition. shrubs using the following mixture: of 7.02 Fertilizers: frees. AN planting holes shah be excavated as defined on appropriate Native,On-Site Sol with rock no greater than 3'in diameter details. A. Commercial fertilizers with an analysis d 5-3-1-Gio-Power Plus,and 12-8-8 1.03 Quality Assurance: g h+si Gro Power Plus,5-31 15 Ibsky Gro-Power Controlled Release Nitrogen,as designated herein,or approved A. AN Contractors 4.03 Soil Amendments: performing Site Development work,must be licensed in iron Sulfate 2 lbsky substitute as required by the Agronomic soils report. Available from Gro accordance with the laws of the State of California (To be used for bidding purposes only,verity with Agronomic Solis Test) Soil amendments shall be as recommended in the Agronomic soils report Power(909)393-3744. B. Contractor shag provide the Landscape Architect and the City with a list of 4.04 Trees Stakes: B. Ammonium Sulfate. Granular form containing not less than 21%nitrogen and Subcontractors and Material Suppliers expected to be employed during the After backfilling,construct a7 earthen berm to form watering basin around each 240A sulfur and shag be registered as an agricultural miner,with the State course d construction. plait,to allow thorough water-in and establishment. Tree stakes shag be lodge pole pine tree stakes.See tree staking detail on plans for Department of Agriculture in compliance with Article 2-"Fertilizer Materials,' C. Contractor shag obtain and keep in force Public Liability and Property Prior to installation of turf and ground cover,remove water basins from around trees further information. Sevtton 1030 of the Agricultural Coda. Damage Insurance,during entire course of the Construction Contract. The and shrubs. Berms in turf areas to be removed prior to City acceptance. 7.03 General: amount d insurance shall be determined by City. PART 3-GROUND COYER AND BEDDING PLANTS PART 3-SOIL PREPARATION AND FINISH GRADING Maintenance shag start immediately after landscape irrigation and planting. D. Prior to start of sde development work,the Contractor shad notify the 3.01 Scope of Work: Landscape Architect and City to give starting and completion dates. 3.01 Scope of Work: Contractor shag also supply the Landscape Architect and City cath the name Provide all materials and equipment and perform all work necessary for and Maintain all plants and planted areas on a cortirtuous basis as they are installed and telephone number d the person to charged the work. A Provide all materials and equipment,and perform all wont necessary for and incidental to installing all ground cover and bedding plants,as shown on plans,as during the progress d the work,and oontinue to maintain them until final acceptance Incidental to the sod preparation and finish grading of all planting and lawn reasonably implied,or delineated in the specifications. of total project Replace any dead or dying plants as directed by the Landscape 1.04 Responsibilities and Coordination: areas as shown on plans,as reasonably implied,or as delineated in the 3.(12 Bedding Plants: Architect and City representative. A. Permits: The Contractor shad obtain and pay for al specifications.permits and inspections A. Irrigation: Operate irrigation system on an established program to maintain required by governing authorities for the work to be performed. B. Furnishing,placement and grading.of topsoil for backfilling of planters i Perennials and Annuals: Provide healthy container grown plants from a recognized all plants and planted areas in a healthy condition. Irrigation system run-off required nursery,and of the spades and variety shown on plans. shall be kept to a minimum. Damage to irrigation system resulting from B. Existing Conditions: The Contractor shall verify all conditioris and maintenance and equipment ar4V maintenance personnel,shag be dimensions shown on the plans at the site prix to commencement of any C. Cleaning and finish grading of planters areas and planting areas. 3.03 Ground Conor: restored to its original condition at no cost to the City. Failure of any part of work under this contract. The Contractor shall verily)the location and depth the irrigation system shad be brought to the attention d the City. No repairs 3.072 To d Ground Cover: Provide ground cover d the species shown on pians Ground cover other than emergencyr airs shad be accomplished without written d all underground utilities prior to start d work. ��: repairs P shall be established and well rooted in flats or similar containers. permission from the City. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred A. Existing on-site soils listed as'aeceptable'under'Site Grading'specification. for all temporary utilities such as water,electrical power and gas as required 5.04 Mich: B. Weed Control: Keep all planted areas free d weeds and debris by cultivating by him for the construction of the project. Temporary services shag be B. Topsoil imported to site for use as fid,backflg in planters and mounding, Mulch: Shag be I TyPyd 1(Ci rowel W404P�v�sv►�). areas at Intervals mat to exceed 10 calendar days. coordinated with the City and other oontradors on the job site. shall be sandy textured. Sift plus day content of this sod shall be no greater than 15%by weight The boron content of this sod shag be no greater than 1 The Contractor may elect to remove such concentrations of weeds manually or by an D. Survey,Reference Points.and Elevations: The Contractor is responsible for part per million as measured on the saturation extract. The sodium 3.05 Coordination: approved herbicide program. establishing all surveys,reference points and elevations required by flim,and absorption ratio(SAP)shag not exceed 3.0 miilimohos per centimeter at 23 C. In order to ensure conformance,samples d thq imported sod shag be A. Do not have plants delivered to the job site until site conditions are ready for C. Pest Control: Spray all plants and planted meas at beginning d maintenance shown on plans for proper execution of site construction. tc pr e j ng submitted to arra agronomic soils test laboratory,approved b the project planting. If planting is delayed,keep plant roots moist and place in a r am and as may become necessary thereafter b an approved method d 9r �9 orY. Pp Y P J P� Y �+Y Y Landscape Architect for analysis riot to use. Result of testi to be delivered sheltered location protected from the sun,wind and other damaging post control.to keep all ants and planted areas free d insects and disease. E. Traffic: The Contractor is responsible for all temporary traffic barriers and � P � Pe eP plants to C' for approval. Soil test to include is and recommendations. elements. Method shall be reviewed b the Ci or to an k-a/ons. Pest Control detours required by him for the construction d the project. AI temporary tY app analysis Y City prior Y IPP traffic barriers and detours shall conform to all conditions required by the shag include Rodent control. City or governing authorities. 3.03 Sod Amendments: B. Solt preparation and tine grading shalt be completed and trees and shrubs ��0 8 D A P,e installed prior to bedding plants and ground cover planting. D. Pruning: Prune all plants as designated and directed by Landscape Architect, Ip h, 4 1.05 Defective and Unauthorized Work: AN sol amendments shag be as specified in the Agronomic Suifability/Fertility soils at start of maintenance program and continue to prune plants as directed or y`� `�' X70 �y report furnished by the Contractor 3.08 Installation: as may become necessary until the end of the maintenance program. AN work which is determined by inspection to be defective in its construction or Plant ground cover and bedding plants in mast cog and space as indicated on s defidennt in any of the requirements d the plans and specifications,shag be remedied 3.04 Sol Preparation: 9r ing P Pa p� • Remove trash weekly. Edge ground cover to keep in bounds and trim top :3 gyp• or removed,and replaced by the Contractor at his own expense In a manner growth as necessary to achieve and overall even appearance. Exterminate a acceptable to the Landscape Architect and City. AN work on irrigation system shag be complete and inspected f6r recommended Each plant shall be piarted with its proportionate amount of sod so as to minimize gophers and moles;repair damage. * 7-3 approval and,fine grading completed,prior to rototilling and prior to soil root disturbance. Sol moisture shag be such that soil does not crumble when 1.06 Inspections: amendment work. removing plants from container. PART 8-ACCEPTANCE OF PROJECT at The Contractor shad arrange for inspections by notifying the Landscape Architect,City After rough grades have been established,prepare all lawn and planting Meas by Regrade planter areas after punting,to restore smooth finish grade and to insure 8.01 General: /1 \ 0 F C�11•�� and governing authorities,24 hours prior to time of inspection,union otherwise tilling or cress ripping to a depth of 12'. AN rock and debris more than 2'in proper surface drainage. A 4'layer of mulch material shah be spread over the entire r - diameter shall be removed from the site,ex for areas that are to be sodded, in planter area after grade is established. Watering shall begin immediately after y rioted. Inspections shah be as listed below,but not necessarily In this order. Only � Upon completion d installation,a maintenance period of a minimum d aye for the inspection pertaining to the project scope of work will apply: which all rock and debris more than 1'in diameter shag be removed. rnuicfring.(Grading shag accommodate the mulch) all landscaped areas is requited prix to final acceptance of the work by the City. The Commencement date for the maintenance period shad commence upon written Rough Grading. Apply,spread,and rototil in all sol amendments as recommended for a depth of W. 6.07 Protection: approval for all phases of planting installation by the City public Works inspector. Drain tines and Catch Basins. Water area thoroughly after rototilling is complete incorporate evenly into the tap V Maintenance period shag be adequate to verify plant characteristics and irrigations(main line pressure,coverage S system operations test). to W the following for each 1,000 square feet of planting area: Erect temporary fencing or barriers to protect planted Meas from damage prior to establishment. Sol Preparation and Finish Grading. firman acceptance. Plant Material(delivery to placement). 4 cubic yards of nitrolized Redwood or Fir shaving or equal. A Two inspections shall be made that affect the establishment period: The first Substantial Completion inspection(at completion of landscape improvements) 200 Nus.of Gro-Power or approved equal. PART 0-WEED ABATEMENT after all plantings have been completely installed in order to approve the -7 Days. beginning of the establishment period,and the second at the end of the , CITY Final Inspection after maintenance The above sod conditions are minimal qualities oil and should be used on for 8.01 Scope of Work: establishment period. if /anti s are riot ace able at the end d the Mr rQ DESCRIPTION OF REVISION DA rE APPROVED specti { period)-7 days. rig q Y only plantings bidding purpose,because soil conditions may change drastically from the time these day period,due to defective maintenance,then continue establishment until The contractor shag arrange a Preeonstrvction job conference with the Landscape specifications were developed to the time the actual sod conditioning take place. Provide ail material,equipment,and labor necessary to perform all work as indicated all work meets with the Specifkarions and can be approved. CITY Archited and City a minimum d seven(7)days prior to the beginning work Therefore,the Contractor shag obtain his own soils analysis at a rate d one per every on plans,as reasonably implied,and as delineated in the specifications. 25,000 square feet d planted area. These sod tests shad be conducted by an B. At termination d establishment period all punt material shall be Nva, approved Agronomic soils testing laboratory approved by the project Landscape 802 Quality Assurance: healthy,undamaged,and free of infestation. Inferior plantings shall be Architect and Cay. Copies of the sod test to be provided during iia Pre-construction replaced and brought to a satisfactory condition before final acceptance of job conference. A The Applicator of all weed control materials shall be licensed by the State of work will be made. AN areas shag be neatly raked and free of weeds. PACIFIC INLAND ND RM�P'�'R E TRAIL California as a Pest Control Operator and a Pest Control Advisor in addition to 3.05 Finish Grading: any subcontractor licenses that are required. After rototill'rng operations are complete,grade areas to establish finish grades for B. AN materials and methods must conform to Federal.State,and Local PHASE 3 planting. AN flow lines shall be maintained and proper tolerances shag be met after Regulations. settlement at the end of the project maintenance period. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt CONSTRUCTION AND PLANTING SPECIFICATIONS grade change. APPROVED BY: / DATE:to / io CITY ENGINE / CE No. 24593 ' G iDED ARCHITERRA DESIGN GROUP JLP LANDSCAPE ARCHITECTURE SITE PLANNING DRAWN 101221-A TRADEMARK STREET SlIkEr RANCHO CUCAMONGA,CA 91730 JLP (909)484-2800 FAX: (909)4842802 L-13 of 13 �No. 2534 �. JRC/JLP DATE 49120/06 1oB No. 0616 C. PROJECT Sheet No. 35 of 35