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DEVELOPER/OWNER ECa.�IURAL ANDS., C1_ AP El AR HI I TERRA VISTA CHU, RCH STR T TRACT NO , 1385S0 - SOUTHERN CALIFORNIA PROJECT MANAGER • TOM DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT N4. 4 115 6 N. MOUNTAIN AVE./P.O.BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX I. These notes shall be used in conjunction with the plans and any discrepancies shall be brought to the attention of the Landscape Architect and City Engineer. 2. An Encroachment Permit shall be obtained from the City Engineer prior to commencing any work. 3. All wort shall be performed according to current City Standards ani the Standard Specifications for Public Works Construction. NO. DESCRIPTION NO. DESCRIPTION 4. This work shall be installed by a licensed contractor who shall carry workman's compensation• public ' liability, and property damage insurance as required by law. 1 TITLE SHEET S. Checl, for existing utility locations, prior to excavation work. Notify 019 Alert at 1-800-422-4133. A permit to excavate may be required. Exercise caution in excavating and working near existing utilities. Contra, tor shalt be responsible for damages to utilities which are caused by his operations or neglect. CONSTRUCTION PLAN ' rRo►osEo 6. At the conclusion of rough grading, an agronomic soils report shall be furnished to the City inspector, and CNAFFEv all such recommendatIons from this report shall supe rcede soils amendment recommendations shown on the plans. REGIONAL 3 CONSTRUCTION-PLA • ►ARK RANCHO CUCAA40NGA CITY LIMIT c�«y 7. Wall footings and reinforcing shall not be located within the ri9ht•of-way, unless detailed construction and CO�,EGf ! r.. .- �. '• .• < structural calculations have been approved by the City Engineer. At the top of slopes a two foot wide flat CONS RU_CT-ION AND -r4(,5 IzE�ISE coNsTF cLnc) l '4 4 qA •\llwrw r ` - shel f shat l run along the base of walls. PLANTI N DET sNi Volt) [ pL-�1�1T�Irl C� D�TA��LS 8. Upon c teflon of installation, an establlshlnent period shall commence, and upon rrltterl rerlflcation from 0 �\ D �D the inspector that establishment 1s accolnpllshed, an adequate maintenance period (typically 180 days} shall 5 IRRIGA_-.-ION. PLAN PRovosEo FOOTHILL eomnlence. Said maintenance shall conclude only after verlflcatton of lief-out, fall color, ower-co or, 171. ST FAEEwaY I �' nverall plant health, and with Council acceptance of the lmprovetments. Maintenance shall include mowing, wee6ing, irrigation, pruning, raising tree root balls which settle below grade, fertilizing and applying such 6 _IRRIGATION PLAN _ sprays as are necessary for pnoper Care and up-keep. Maintenance also includes all repairs, replacement, mac ir�eno.e cleaning and adjusting necessary to keep the irrigation system in good working order with proper coverage, 5 r required prior to final acceptance of the work by the City. /� 7 IRRIGAT[ON-.-DETAILS A _ P-EaIISrD 1P-�4ei�k 1,DK DE•'T�ILS ''• CS- �IOID � \ ,� •.� 9. AppllCatlon of any chemicals shall De by State licensed personnel . AlAll pesticide eppllcations require P.C.A. ECT SITE . u FON'TANA c,, reco�mendatIon. �C1t(5 Foo„al woo e \ \ \ • - - --_- \�\ �; .�,,., T 8 I_RRfGATTON__DETAILS s von _ CzC�lf�L= D IP�I "Cldtil DII.S W I 10. Ca519sense and equipment ed l Ci tyinstal installed under the direction of a Cal sense representative, phone number 0”) Q UPLANDt / lS I .Iwov Ram il. One controller Chart shall be provided for each controller. Controller chart shall be the aTaxlan>• size the 9 R_RIG-ATiON SPECIFICATI N ,5 .To.so� ,o.a.a s,wT. F[ Controller door will allow and shall show the area covered by the automa cic controller. The chart is to be a reduced drawing of the actual as-built system. However, 1n the event the Controller sequence is not legible t0- PLANTING..P- AN when the driving is reduced, it shall be enlarged to a size that keill be readable when reduced. The chart 5 shall be a blackline rint. and a different color shall be used to show the area of coverage of each station. When completed and approved b the Public Works Inspector, the chart shall De Rtrwetically sealed , lr ~ between two pieces of Plastic, each piece being a mini" 20 tails. thick. The chart shall be mounted 1 PAN NG PLAN p SSS I t using Velcro or approved equal type of tape. These charts must be completed and to place prior to final y f Irk Q ,♦ i sN+ .wW.PIC*41)JWT acceptance of work by the City. 2SPECIFICATIONS . 'f r-��S 5�7 WT 12 12. 6' wide x 6• deep concrete mowstrips shall be provided between all shrub/ground corer areas and turf areas. Q o �(fS�O �I?EGI I 5 ONTAAIO , , 6' x 6' moxstrlps shall also be provided beneath metal fencing ani where City maintained areas are adjacent to privately maintained areas. ONTARIO DITERNATIONAL AIRroaT 13. Sidewalk layout is conceptual only. , Approval of the final sidewalk layout shalt be made to the field an adjusted as necessary to meet field conditions as approved b/ the Public Works Inspector and project Planner prior to final construction. MAINTENANCE RESPONSIBILITY MAP 14. EQuestrian fences shall be located per the following criteria: • Fence shall end 10' back from the O.C.R. or per recommendations of Traffic Section. CONSULTANTS • Fence shall end 2' to either side of any fire hydrant or utill :y enclosures. • Fence shall end 1' to either side of any street i191%t or utility pole. • Fence on street side shall end S' to either s'de of driveways with tranverse medium broom finish on concrete surfaces rithiri trail . Additional fence setbacks from intersections me lie required by the Traffic Section. 15. Street trees shall be Installed per the following criteria: I street trees are to planted In accordance with cy standard plan No. 510. LAND ^�-� L-A `1 D CONCERN, Ll D MADOLE a ASSOCIATES . / ,. — /,� All street trees shall be planted and staked according to citystandard plans • ``�: 1 �v`3` HIGH SCHOOL �1 � -!��- (J ;•�.. ��,f^���T; 1%= _�.5 nos. 502 and 501, as roximity to hardscape dictates. Lall(iSC2IJeAI�I11IeCtIICe/PIanR/nl� �Tt CIVIL -ENGINU`lTE G AND LAND PLANNING 1ANCH CHURCH N A., C .SUITE - 107 �1DSCAPF �,i_ � _ _ ": ;�r �• RANCHO CUCAMONGA, CA. 91730 s•�" ►t ` '_ ' _1• )%i3t i�'� : ? s - ���` - �Ol� cs `i• Prior to the commencement of an an an agronomic soils report shall to 1750 East Deere Avenue . ' .-� j y ,/ ;. r '^.'�X �} 6 lumished to the city Inspector. Any unusual toxicities or nutrient deficiencies Santa Ana, CA 92705 �' �' P7C��I10 EST ti g �:� ` �o,� �, - Iz�S`��_ �p. ��1�; R'tLCT 2->3t3 .��c may require backfill soil amendments, as determined by the city Inspector. (714) 250-4822 Fax(714) 752-2469 IRRIGATION CONSULTANT MT l ;A. 1D C . !j' ':;7T4?�. ,�1 c c_-. r �j w �•)r f��i L�.i - -' �t�},� tor,v4 rOURTH sTnEET • S�NTAANA CA 92701 � " EST- --- �-v ;;l tom?`_ V ,E�CsRE -, T- R 5'- �'r _ ..� ct 1 i ... All street trees are subject to Inspection and acceptance by the engineering i%1n ens=3s3 ' .NT �AP,ATM T3S ; Ru �o u:u� sTq P�� We � J `Z�':Tf�C t26�1 - AVEN r� ,�; ''~. ,i _ fi division. �E OF DC 0F O ly �iG y✓, ��3�3�UNIYrS cc-. _. .►.PARK Z f. -:Si22:0 ACR6�S :";•:F:: =J+� ti9 p �_"'_=C ' I Street trees are to be planted per public improvement plans only. 9c� ''` FATHIS PLAN IS CONNECTED TO AN EXISTING LANDSCAPE AND IRRIGATION AREA PRIOR TO NEW CONSTRUCTION A JOINT INSPECTION vll`'{ AND DOCUMENTATION OF THE EXISTING AREAS CONDITION SHALL OCCUR WITH BOTH NEW CONTRACTOR AND CITY INSPECTOR. AT . .'\ I „ o- `r, 11� a_-�r moi• 143 l THIS POINT THE NEW CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF BOTH NEW AND EXISTING , ` 10.2 I AREAS WITH A FOLLOW UP INSPECTION OF BOTH AREAS PRIOR TO CITY'S ACCEPTANCE OF THE AREAS. V� lid[7; �0• `�: ?'�2 c•� , `r 14.0 I ��// y. • �J T� ACT� �85 � LANDSCAPE QUANTITIES s` 1 ++-n 3 Co b p EI ETtr H'T 7 � ', TOTAL ACRES IN MEDIAN ^ /� iz>;vrsE s ,Zi I i I s I i ,9 4 • 4'y� ' :4 �R� •�8 ` ' l'�IZ.ADA S}{ �}A-7A 8A� 12A4�PL& hl;fZ ice. WObBY �i`'f - _- •�.,„ HIGH °'' + -+�s Q' 4 ``� ;� '; `y' TOTAL SQ: FT, MAINTAINED AREAS 7874 SO. FT• _ DESCRIPTIONOF REVISION PATE CITY D E N S i TYNow Y ��. _ . ! C� C� ►sem APTS r F., = 1 g0ati�� C 519 U S a G.��� '� +`r • 1 0{ �AO� A f. �.? , TOTAL TREES iN MEDIA ERSTROEIUI[A INDICA WATERME�.(�JV RED_ GL CITY CUC.AR!0"^A zt, 17.3 ORES � I "ce► M �CViRU�I S7 �T) 15-15 GAL. O 1 O a _`�^=S xxs�i3-�• �'=cY�,c• '.a.\ 30. D.U./AC. �e-�,*r cf:URcIf X TERRA VISTA - _ 4. x R �_y� � �^ IN MEDIAN 600 Z _ ,• 1 -•I i cam. �� ���`-_ ����-, x` TOTAL SHRUBS ^„� Z ' . ,yeti=;•�,; �<<`�'`:• 5 �t _ _ 5 GAL- 282 V CHURCH STREET MEDIAN AT TRACT 13859 1 GAL 318 COVER 0 LEWIS HOMES NDScA?F, MN N ALRCE Alk TOTAL PLANTING AREA IN MEDIAN 4080' SQ. FT. 52% �': ' �QkiVIA (ANo APPROVED BY 2�_2782 It 0- M- Sq sC�� CITY ENGINEER RC.E N0. 24353 „ TOTAL STAMPED CONRETE IN MEDIAN 2998 SO. FT. 38% l ,�``� ��``� ��� DfS16N RECOMMENDED 1P LAND LTD cc RT.S. NOSES STAMPED CONCRETE IN MEDIAN 796 SQ. FT 19 , (0 i NO. 128 F, D A A w w 1750 East Deere Avenue S H E E T DATE Santa.Ma, CA 92705 �tf 0r C A�0 (714)250-4822 Fax(714) 752-2469 1 of 12 I ME CK DRAWING NO I �,� � - — - . ---- — RCE NO-- �.4AN6�� bNt,Y OF CAS - AD_-- DATE — _ _ _ - FILE ho —_-- _ 522 - L SHEET NO, OF CONSTRUCITION—LEOrr—III A/C ASPHALTIC CONCRETE C.J. COLD JOINT •! CENTER LINE I� CLEARANCE CONC. CONCRETE CONT. CONTINUOUS DIA. DIAMETER • D. F. DOUGLAS FIR !, EA. EACH 1 E.J. EXPANSION JOINT • EQ. EQUAL EXIST. EXISTING FTG. FOOTING GALV. GALVANIZED H B . HEADER BOARD • M. B. MACHINE BOLT MAX. MAXIMUM 1 MIN. MINIMUM • NAT. NATURAL N. I .C. NOT IN CONTRACT 1 N.T. S. NOT TO SCALE • O.C. ON CENTER -P.A. PLANTING AREA hD. PROPERTY LINE RADIUS R. S. RESAWN - 1 R. RISER R.O. S. ROUGH SAWN C I' RWD. REDWOOD — ;i SHT. SHEET C S. L. SCORE LINE W — 1 SQ. SQUARE E— I S4S SURFACED FOUR SIDES 1 E • Z STD. STANDARD �D — T. F. TOP OF FOOTING coll ! W T.N. TOP OF WALL T. TREAD Q TYP. TYPICAL! WROUGHT IRON N W. I .Y 1 � TRACT W.W.M. WOVEN WIRE MESH y ;lO d PENNY (NAIL SIZE) Q ! � m J 13859 9 a ! - - -- W o • z - - J M W cow C ? 7 � °0111I 40�4? N CH S � URCH 40 � 1 _ ST 1 EETLu 7718" TYP. W y _ STAMPED CO P.A �1 STARTING EDGE VERIFY 5' MIN > ---- WI TYPLANTING EDGE IN THE FIELD. - - — STARTING EDGE VERIFY 5' MI _ = C PICAL SECTION • N 36 C LLW N� PLANTING EDGE IN THE FIELD. S� = z C .j V CV N1 � Q W• 6 C o - QI W ui C • C - 1 — IJ 1 1 r ! cyG4 _ STT'{� •`��^i 'i�� •? •' ; ; . ,-,�.r' ,� _ � 'r`�.tii�f�Uj}�'`��'"�,a'. .i U(�D�TI: pl-•AGNS �D�--���1Co00� MC-D��IN Ell ZLlTL_ukTIom w 5m scA?t:-5 iNc /j-.$7-0f -•�> \"aga'U 3TS �?�'' � DESCRIPTION OF REVISION DATE APER r YIED �F.ytF `? CITY OF RANCHO CUCAMONGA R HIGH DENSITY PROJECTLOCATI014 `� APTS. �' TERRA VISTA 519 UNITS 17.3 ACRES :CHURCH STREET MEDIAN 1385911 30.0 D.U./AC. .CONSTRUCTION PLAN "v< F�'�:sc t�NIA LEWIS HOMES 2782 �a� APPROVED BY.' DATE*�G-�- `''`"`" = ( �' �`' ��° �'� `I`lam CITY ENGINEER RC.E NO. 24953 1 % DESIGN - RECOMMENDED LIC III() I?P" COIF cmN LTD s ��� ` - - -.dy, " �✓ , �'%7� �An^f►ifedtrr��Pfann►n9 DATE DRAWN -� I�JOEast�eIEAVelnle SHEET J, 1" 20'-O" JSanta Ana, CA 92M5 �_of 1_ (714)250-4822 Fax(714) 7512 f C �9If pF CAL��C� IkI ^IG NO CHECKED RCE NO ORA l JADDATE FILE NO SZZ -L pop, IIIIIII�_ 1109_ SHEET NO. OF Z �t V N a J r r i� Zs W 2 0 W 7 u, O 0 r ao Z N G 1 5 � 13859cq ti 194' CT TRA v � . w_ • W .................................* • 1 8 T Y P. S ' . .. N ERIFY 5 M I N w CHURCH STARTING EDGE V IN FIELD TING EDGE PL • W= a 4 P C4 STAMPED CONCRETE PAVING .... W G STARTING EDGE VERIFY 5' MIN I J= 30 EDGE IN THE FIELD. PLANTING I3g. -o 2 CONST ILICTION LEGFM A/C ASPHALTIC CONCRETE C. J . COLD JOINT CENTER LINE CL. CLEARANCE CONC. CONCRETE CONT. CONTINUOUS DIA. DIAMETER D. F. DOUGLAS FIR EA. EACH E.J. EXPANSION JOINT E Q. EQUAL EXIST. EXISTING ;. 'TRH, `/r�7:3 9 3 FTG. FOOTING .� !<►�.. c :L>2 ti 2.a..AR6� GALY . GALVANIZED •, � '•iD;v:iA H B HEADER BOARD �. ,• \:: �,,� .r. y� - r i M. B. MACHINE BOLT „ ;;-, :• _.-... E MAX. MAXIMUM MIN MINIMUM '. �. NAT. NATURAL 1 - r>° '�' `" t-' .�; ,. ,���,� t!!G�}#�':�` ,,, UPDATE PL�4NS f�F� IF-k-T lC�od NICD( L1 _ _ N. I . C. NOT IN CONTRACT s: ! ;�� � TY,=;A� ,� �� til Ohl �' s 5 �c. I• s-O/ N.T. S. NOT TO SCALE 9 ti��'Ra _;.• F\t CITY uDATE DESCRIPTION OF EDO. C. ON CENTER EVISION LA 5' W P.A. PLANTING AREA �=- •8�rc . ,• I c =2 < 4:d- - PROPERTY LINE ftiT ";:4;. ;u►��cl �` F� \: fLAD. RADIUS R f{, CITY OF RANCHO CUCAA ONGA G H R. S. RESA W N •� DENSI � • R. RISER TERRA VISTA R.O. S. ROUGH SAWN c AP S. 519 UNITS RWD. REDWOOD PROJECT]LOCATION _ 17.3 ACRES � CHURCH STREET MEDIAN 138591 S. L. .o D.U./AC: C D SHT. SHEET 30 . SCORE LINE k�'•a CONSTRUCTION PLAN SQ. SQUARE �- S4S SURFACED FOUR SIDES _ F -�_- STD. STANDARD � CID - T. F. TOP OF FOOTING y , (,(ilk;, 5 �,� �F`,�Nia (qy LEWIS HOMES T.W. TOP OF WALL nF� .� ��;`,S y ' ' f cP� �� G`Ca APPROVED BY: DATE: T. TREADS ; , 2782 ; �o �.� „q �` i 24953 TPP. TYPICAL +'""'" �, �� ��• rT CITY ENGINEER RC.E LA0. ti 0 n - _. • �� I�� ?3 I 0 � ✓ _ Architer�ure/P farnring REC OM M W. I . WROUGHT IRON DESIGN LADED Sign IV C rI�� LANDtowERN, LTD.WOVEN WIRE MESH ,�Y- La &capd PENNY (NAIL SIZE) �_ — DAZE 20'-0" n DRAWN , 15East Deem Avene SHEET o 7 '4* ti Ana CA 927Q5 OF P cap `� '1�9 � I CHECKED / (714)250-4822 fax(714) 752-246 - It f ��C C EC ED RCE NO DRAWI'VG NO �E`L Q UAN IG5S ON L—Y .1 A b1522- - L,— DATE FILE NO SHEET NO. OF 4" OF COMPACTED WOOD CHIP ( I.► ' MULCH. ONE HALF OF SPACING 2. STAKES TO BBE PLUMS AND REQUIREMENT ARALLEIL HAKES NURSERY MSS HARDSCAPING (CONCRETE HEADER, LIMIT OF PLANTER AREA r 3. STAK PERPENDICULAR CURB & GUTTER, SIDEWALK, ETC.) FINISH GRADE v TO PREVAILING WIND. " TIGHTLY COMPACTED 3" BERM TO FORM DEPRESSED WATERING BASIN. E 12" l v TOP OF R00TBALL TO 4' WOOD CHIP MULCH. S � EXTEND 2" ABOVE FINISH GRADE TOP TIE TO BE PLACED AS LOW AS POSSIBLE pONR THE e FMING OF HE TREE. BIJT � OF STAKES BELOW = ERE Z i N NOT 50 LOW AS TOL SPECIES GROWTH HABIT PERMITS. THE HEAD TO DROP. AWN TRUNK HEAD OF TREE WH —) I I I I—III—III—III—III I - SUPPORT OR ALLOW — — — — — f_ (2) SETS OF CINCH TIES SPACED 24' APART, ATTACH WITH GALVANIZED I—III—III—I I III—III—L—I III—III—III—III �� SCREWS TO 8' LODGE POLES. I I—I I J I I II 12' MAX. 2' DIA. LODGE POLE PINE STAKES SHOVEL CUT EDGE COMPACTED WITH WOOD PRESERVATIVE STAIN, I I IiII I ROOT BALL II—III—II I—II I E UA DRIVE A MINIMUM OF 6' INTO I I= NATIVE SOIL UNDISTURBED SOIL AND POSITION — STAKES OUTSIDE ROOT BALL. ARBOR GUARD IN TURF AREAS AND _ FRONT YARDS. _ _ III— PLANT PIT TO BE (2) TIMES THE TOP OF ROOTHALL TO EXTEND 2' II I I—III—III—III—III—I I I I III I I I I I. ABOVE FINISH GRADE. T_� _ _ WIDTH OF THE ROOT BALL. TIGHTLY COMPACTED 3' BERM TO FORM �I_—,1 1—M�_—III— �— WATERING BASIN FOR RESIDENTIAL AND —I I—� GROUND COVER INSTALLATIONS. LOCATE OUTSIDE OF PLANT PIT. BERMS IN TURF NOTE: ACTANCEE REMOVED PRIOR TO CITY —III—i I I—I i I—III—III—III— —I 1 (— NOTES: 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON NATIVE OC S GREATIER LL H� 3O SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. _ - DIAMETER. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR INTO EDGES AT GROUND COVER AREAS. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 1 UNDISTURBED NATIVE SOIL._ N3 SHALL BE PLANTED AT ONE—HALF THE DESIGNATED SPACING aooT But 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 1 ROCKS G TNANDIA 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. NOTES: 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE NATIVE SOIL UNDISLIRRED OF ROOT BALL. DO NOT CRACK ROOT BALL. LEGEND ARE ESTIMATES ONLY. TWICE ROOT BALL WIDTH ; STANDARD PLAN 509 STANDARD PLAN 508 STANDARD PLAN 502 STANDARD PLAN 506 D MULCH INSTALLATION C SHRUB & GROUNDCOVER SPACING B DOUBLE STAKED TREE A CONTAINER PLANTING o • "sc�C7 :7�0� ` J� 2 1 4 5 Oho O O < � o �__ . �• "� �� � • pDj � p . • � O p _ iji <>- lulu A � 12'-0" O ��7 per• 7 Q p O ,�'7 7 3 VARIES EQ. EQ. 6" L 18" 18" 18" 6" p 7 7� J7.-O '� 4 O STAMPED »BOMACRON» PATTERN STACKED BOND 12'-0" 21 GRANITE SETTS. INTEGRAL COLOR "AUTUMN BROWN" _= CHURCH STREET CHURCH STREET BY L.M. SCOFIELD CO. 1 _. O UNGROUTED JOINTS. MEDIAN PLANTING AREA 24" 4" O PRE-SATURATED COMPACTED SUB-BASE SAND OR STAMPED CONC. BASE MATERIAL WILL BE REQUIRED AS DIRECTED BAND BY ENGINEER, IF SOIL IS EXPANSIVE. STAMPED CONCRETE BAND PATTERN 18» O CURB. f r ASPHALT PAVEMENT. .. ..... _r H G TYPICAL SECTION - PLANTING STAMPED CONCRETE E TYPICAL SECTION DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA CHURCH STREET MEDIANS TRACT 13889 REVISED CONSTRUCTION AND PLANTING DETAILS LEWIS HOMES APPROVED BY DATE: 1 Z e' ��,o � PotAPF �� CITY ENGINEERRCE NO 24953 �`~� '� 2182 y �,rcy'� DESIGN RECOMMENDED 00 Lj Underground Service Alert � SS I T IE C A P lE F y La Wmapo r»w ..&I ae @ mow» ro DRAWN �`) AhB.aturn =In. SHE Call: TOLL FREE rr.d w«i 'p .� C B .. . Planning . ..._ 4A OF 12 1-soo DA n v 422-4133 - q>F OF 111% ? CHECKED R•L+A. No. 2782 DRAWING NO. TWO WORKING DAYS BEFORE You DIG SS DATE 7-14-01 FILE NO. 16 Z Z. — SHEET OF j PBINK -EB HEAD GENO YME MAN FA T RER MODEL N2. S RIPTI N N ZZ E RADI P.M. P I. PATI RN INSTALL TWO (2) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY RAINBIRD 1812-SAM-PRS 12' POP-UP SPRAY HEAD T2FS 12 Fl. 1.3 30 MALE ' FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA AIL MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE IRCV) ON EACH 1812-SAM-MS tOH-LA to FT. o.e 3o HALF • REQUIRES 6 MOISTURE SENSORS.PLACEMENT OF MOISTURE SENSOR SHALL A 1812-SAM-PRS BH-LII a FT. 0.8 30 HALF 1' BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND b 1012-SAM-PRS 4 TR, - • TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. PURCHASE INFORMATION CONTACT: • _wn a ICT Qwnu IS QC i can cnrnc w•m crQce�nnrnn conntivl ros cernywn-rn yswn rnvcownc� IRRIGATION SYSTEM ) BASED UPON A MAXIMUM OF 3 INCHES R WATER RICH MURRAY •• WHEN RADIUS SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND,THE CONTRACTOR PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK CALSENSE SHALL EQUIP HEAD WITH A RAIN BIRD"PCs' PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. I (GROUNDCOVER/SIiRUBS) APPLIED FOR B HOURS A NIGHT/5 DAYS A WEEK 2075 CORTE DEL NOGAL, SUITE J SELECT SCREEN ON PCS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. BETWEEN THE HOURS IF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CARLSBAD, CALIFORNIA 92009 • CONTROLLER SHALL OPERATE AT A TIME. 1 _ (700) 458-0129 IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION 1 WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, • RAINBIRD 'EFB-CP-PRS" SERIES ELECTRIC CONTROL VALVE - SIZE NOTED • ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS O RAINBIRD 33-CLIP QUICK COUPLING VALVE - 3/4' TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ��C9�ON N•071Z� NTE 1 ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR ►� NIBCO T-113 SERIES GTE VALVE WITH BRONZE NANDWt1EEl - LINE SIZE HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO �!t-��z �•t ECs p��-`( 'Tb �V a l p OvE�Z-Sp �( 1D -- BURIED PRESSURE MAIM LINE - PVC CLASSIZE NOTEp,SItEs Z" AND LARGER AND SCHEDULE 40 SIZES lf" AND SMALLER - 1 ADDITIONAL COST TO THE OWNER. I�1SU IZ�• t'-itL.1. �O EC�C�. • BURIED NON-PRESSURE LATERAL LINE PIPING - USE PYC SCM 40 FOR LATERAL LINE PIPING INSTALLED WITHIN PLANTING 1 Q AREAS AND PYC SCHEDULE 40 FOR LATERAL LINE PIPING INSTALLED UNDER PAYED AREAS - SIZE NOTED. WATER PRESSURE INFORMATION OBTAINED FROM JOHN KNAPP _ —-- UNLESS OTHERWISE NOTED AS NEW; ALL IRRIGATION PIPE SLEEYES SHOWN UNDER ROADWAY SHALL BE PROVIDED AND 1 AT THE CUCAMONGA COUNTY WATER DISTRICT R01) 987-2591 CONTRACTOR SHALL MOUNT A RAINMASTER 24 PC PERMANENT REMOTE INSTALLED BY THE STREET IMPROYEMENT CONTRACTOR. ALL NEN SLEEVES NOTED ON CONTROL PIGTAIL AND TELEPHONE CABLE FOR MODEM AS PART OF EXISTING THE DRAWINGS SHALL BE PROVIDED AND INSTALLED BY THE IRRIGATION CONTRACTOR PVC SCHEDULE 40 - SIZE NOTED. — ON 01-21-91. jR•U8$�L SI Q 09-1"j-Ol — _ AUTOMATIC CONTROLLER AS SHOWN ON SHEET N0. 4 OF TERRA VISTA TRACT, PM 9897, DRAWING N0. 1306-L. CONTRACTOR IS RESPONSIBLE FOR __= UNLESS OTHERWISE NOTED AS NEN; ALL CONTROL WIRE SHOWN UNDER ROADWAY SHALL BE PROYIDED AND INSTALLED BY THE STREET IMPROVEMENT CONTRACTOR. ALL NEW CONDUITS NOTED ON THE DRAWINGS 1 PHONE LINE CONDUIT TO NEAREST APPROVED TELEPHONE SOURCE AND BE SHALL BE PROVIDED AND INSTALLED BY THE IRRIGATION CONTRACTOR - SCHEDULE •� 1 OPERABLE TO THE CITY'S MAIN CENTRAL COMPUTER PRIOR TO 40 PYC - SIZE NOTED. C Q ACCEPTANCE. — W l —INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES • INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER INDICATES ELECTRIC ELECTRIC CONTROL YALYE SIZE Z 40 ' NOTE: CONTRACTOR TO COORDINATE CONTROLLER SQ FOOT-� V) - PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A 1 > POINT OF CONNECTION-CONNECT TO EXISTING 2-1/2" STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. A • CAPPED MAINLINE (1) ONE COMMON AND (9) NINE *� + C Y CONTROL WIRES LOCATED IN VALVE BOX AND EXTEND 1V C4 1 TO VALVE LOCATIONS AS SHOWN. REFER TO "AS- TRACT ��� DW& VV D(P-L i S� `4' • O BUILT" RECORD DRAWINGS FOR TERRA VISTA CHURCH l D���^�DN �.^N � ' �fj z STREET MEDIAN PM 9897 REFERENCE DRAWING - - - A 'rT /-d t C_D Y�— NO.1306 FOR ADDITIONAL INFORMATION. �¢i RAINBIRD 1812-SAM PRS 12" POP-UP SPRAY HEAD P74ccFLOW �'5V�� ILoC l'ioi�S• N— a ' "°W/12 THIRD NOZZLE, 12 FT. RADIUS, 0.9 G.P.M. @ 13859 W I EXISTING WATER PRESSURE 73 P.S.I. — _- —-- — 30 P.S.I. ,� I I. Q I SYSTEM DESIGN PRESSURE 55 P.S.I. - --- --- - - --- -- -- - ��� I�+�-i�h'/'cS s�CAf ieD \N VIM M ALJ N -- PEAK IRRIGATION DEMAND 33 G.P.M. ----- ---- ----- _ ter, las 9�w I I/„ F W --------- -- I n` I"'w W z C - - Cn m 1 =_ C4 C — _ __ _ � _ _ _ , CHURCH n — _ — _ — _— _ _ ET = z l _ Ex — — -Ex-= 41 - y' -c W 4 - - _ _ � - - --- - _ — � TRE -- - 41 ♦ 4 LLI UJ Cv M1 Q 2 • I 2 • LL 2 14" _ — — r 4� _ -- — — N 1 53 32 �� � � ——-- • 0 y - - - -- = 14„ - ------ --- 6 1 O - — Lu 1 0 V 32 — �!o _ 4� cc z� _• Q ()4 1,2.00 1 V• Q — _ �1 V - h- xl = Q — • Note: This plan is connected to, or will disrupt an existing — W irrigation area Prior to new U. 1 City-maintained landscapeand i — Ym9 construction, a joint inspection and documentation of the — existing area's condition shall occur with both the new C PRESSURE CALCULATIONS I contractor and the City inspector. At this point,the new — w construction contractor shall be responsible for maintenance E - wATEA METER s R SIZE �_ of both the new and existing areas with a follow-up JInspection of both areas prior to acce lance of the ,.��C••�- . PP _ i H.G.L. 1410 new area. AK�; ► r \�"-, fELEVATION 1241 ? 27U r 1 1 IGD X.433 73 P.S.I. ) • "PCS" NOZZLE SCREEN SELECTION GUIDE �► • REMOTE CONTROL VALVE 4-3— SIZE liv _ (b ,. 0 MAXIMUM DEMAND _ G.►.M. DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 'Nr;�sa. -,ti; . 11.25r 'ELEVATION 123 GPM 0.2 0.3 0.4 0.6 0.9 1.75 BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW COLOR .� _ - I PRESSURE Q R.C.V. STATIC 7'.5' P.S.I. � �D 3��...•, �y. DL ' R b L 1 BUB. B •. �FLAT SPRAY 8F-FLT 6 2 BUB. 3' 5 .-, t... DISI Y 1 Z— WATER METER 0.7 8H-FLT - 3'(160) 4'-6' 7 +8 - - �t � .:<• �: 8T FLT 4 5 +8 - - .,. PSE-- �.y!•�'?�- ,1� - • 1 2- M.P.BACKFLOW DEVICE (I 80-FLT 4'-5' 8' D 21• GATE VALVE UC'17�T>� QIAi�S F�Cz l(oG�Do MC�t�N MASTER VALVE/W l�LORJ NATER LOW ANGLE 10F-LA - - 1 BUB 3 4 5 + 10 DELI ITV:' R'] (i'�S 0 `( - SCS 1✓S N C.• l� S-Q/ 1.0 �. �— A 'v SPRAY 15 DEG 10H-LA 5 7 10 T'R PRESS.REG. (FALL-OFF) T- ' S' 7' +1 O' - - - `1 \•r .A 8 S�C~' :� DATEC Y TRAJECTORY 10 LA 3 8'u `' DESCRIPTION OF REVISION PR MI AP ovEo — MAIN LINE LOSS (Soo ) t.a 10Q-LA 5' 5' + 10' - - - - �c�^ c © V s:81qcS" ;W 1%* REMOTE CONTROL VALVE 7.0 R f~Tf `24 4� � ` CITY OF RANCHO CUCAMONGA 4 y�V; � I � STD ANGLE 12F - - - 1' BUB 2' BUB 6' 7' HIGH ``; LATERAL LINE 5.0 SPRAY 30 DEG 12TQ - - - - - 8' +12' y y' - DENSIT �"" Y �' . • TERRA VISTA PRTIvc Loss(loxt 0.7 TRAJECTORY 12TT - - - 4' 6' 8' +12' PROJECT LOCATM `� APTS. u - - 12H 8 8 10 +12 - . •-_ L s�>a uNrrs •� _ � �� { 20-° CHURCH STREET MEDIAN 13859, 30.0 D,U,/AC. ,^ ZEL ELEVATION CHANGE(GAM t > 122 - - 8' 10' +12' - - t�,3 ACREs TOTAL SYSTEM LOSSES 120 3' 4' 8' +12' - - �o PRESSURE REQUIRED AT HEAD: -30.0F-B 2' 4' 7" 12 + 18" " IRRIGATION P 30 - PLAN • STREAM 5 " � F,s N TOTAL PRESSVRE REQUIRED: 'S7.d BUBBLER 5H-B 5" 6" + 18" 4' - - - ��♦� 1�? 50-B 12" +18" 4' - - - - LEWIS HOMES STATIC PRESSURE AVAILABLE: 3. 0 5CST-B 12 +18 4 - - - - S Pt tJ��NIA JAI,G` - 12- 6 " w - N.T•S � � � c �F rn � .�a� APPROVED 8Y: GATE: REG.PRESSURE AVAILABLE (PRE•sETr: - _ _ �J`� :� �`�O �� ��1�`; T CITY ENGINESVL1RC.E NO. 24953 RESIDUAL WATER PRESSURE: 10-2 WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON DESIGNRECOMM NOEo CRY RESIDUAL WATER LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE d d Pa at10 LIC 11(1 1) T i ♦-��� CONCERN, LTD PRESSURE REQUESTED: is-20 P.S.I. COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR I w 9 L� 5 • ��f ��/ L�r►�s Pl�ltftet tl�lPFdtltting +► IRRIGATION CONSULTANTS —o�iL APPROPRIATE RADIUS DRAWN _� East SHEET 108 W. FOURTH ST. 1750 n(� s 1 r :'THE SYSTEM a DEPION FOR THE MlklMllM OPERATING PTtEEBuaE Ai BHOwrI. THE MAXIMUM DEMAND OF O.P.M.Ni A•BPECIFiFD. y p SANTA ANA CALIFORNIA 92701 � � Santa Ma, CA 921 .� C � I� NOTE r �F � � �_!�__—OF _12— TIME 1.4_ TINE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. E OF CAL (714) 835-2353 �Q ANY CHANOF6 •HAIL BE BROUGHT TO THE ATTENTION OF THE CITY. —_ r (714)25 4822 f 752-2 40 A q/E' QF �(,L1�CR CHECKED IG NO R.-C C E E N NO DRAWI` J Ptd GATE FILE NO 1 522 - L SHEET NO. OF _ _ "PCS" NOZZLE SCREEN SELECTION GUIDE MINK GEND M4 L MAN FA R R M E N RIPTt a I .M, .I•_ PATTERN it RAINRFt D 1812-SAM-PRS 12- POP-UF SPRA12H 12 Fl. 1.3 30 HALF THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY s 1812-SAM-PRS H-LA 10 FT. 0.8 30 HALF FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STAd 1812-SAM-PRS H-LA 10 FT. 0.8 30 HALF REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 12 AM-PR !d FT. .4 0 OTR. BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND GPM 0.2 0.3 0.4 0.6 • 0.9 1.25 1.75 PURCHASE INFORMATION CONTACT: COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW L •• WHEN RADIUS OF SPRINKLER HEADS,REOUtRED FOR PROPER COVERAGE,IS LESS RADIUS SH WN ON LEGEND,THE CONTRACTOR ICH MURRAY FLAT SPRAY 8F-FLT - - 6" BUB. 2' BUB. 3' 5' +8' SHALL EQUIP HEAD WITH A RAIN BIRD'PCS' PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. CALSENSE 8H FLT - 3'(1601 4'-6' 7' +8' - SELECT SCREEN ON PCS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. 2075 CORTE DEL NOGAL, SUITE J 8T-FLT 4' 5' +8' - - 1RRIGAY�ON EQUIPMENT LEGEND /I\ CARLSBAD, CALIFORNIA 92009 80-FLT 4'-5' +B' - - - - - [-�� 17G0) 458-0129 ~ r LOW ANGLE 1 OF-LA - 1' BUB 3' 4' S' +10' ~ SYMBOL MANUFACTURER MODEL NO. DESCRIPTION -SPRAY 15 DEG IOH-LA - - 5' 7' +10' - r TRAJECTORY I OT-LA 3 5' 7' +10' • RAINBIRD "EFB-CP-PRS' SERIES ELECTRIC CONTROL VALVE - SIZE NOTED WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, 100-LA 5' 5' +10' - - - 0 RAINBIRD 33-DNP WICK COUPLING VALVE - 3/40 ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS STD ANGLE 12F - - - V BUB 2' BUB 6' 7' L N NIBCO T-113 SERIES GATE VALVE WITH BRONZE HANDWEEL - LINE SIZE TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD SPRAY 30 DEG 12TO - - - - S' +12' \ W ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR TRAJECTORY 12TT - - - 4' 6' 8' +12' HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS 12H - - 8' 8' 10' +12' - 0 BURIED PRESSURE MAIN LINE - PVC CLASS 315 FOR SIZES 2- AND LARGER An SCHEDULE 40 SIZES 1V AND SMALLER - TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO 12T - - 8' 10' +12' - - SIZE NOTED, ADDITIONAL COST TO THE OWNER. 120 3' 4' 8' +12' - - BURIED NON-PRESSURE LATERAL LINE PIPING - USE PVC SIM 40- FOR LATERAL LINE PIPING INSTALLED WITHIN PLANTING --- � � AREAS AND PVC SCHEDULE 40 FOR LATERAL LINE PIPING INSTALLED UNDER PAYED STREAM 5F-B 2" 4" 7" 12" +18" 30" y _-- AREAS - SIZE NOTED. I n b I N Ozz� A I QTF_ : BUBBLER 5H-B 5" 6" +18" 4' —_- UNLESS OTHERWISE NOTED AS NEW; ALL IRRIGATION PIPE SLEEVES SHOWN UNDER ROADWAY SHALL BE PROVIDED AND T 1 l`� /� 50-B 12" +18* 4' - - - INSTALLED BY THE STREET IMPROVEMENT CONTRACTOR. ALL NEN SLEEVES NOTED ON (�N'(' �r�- 'r'b (�(s� ��,��N ��� vf-cN NOZZLES 5CST-8 12" +18" 4' - - - THE DRAWINGS SMALL BE PROVIDED AND INSTALLED BY THE IRRIGATION CONTRACTOR f' //��� � �/ f) - PYC SCHEDULE 40 - SIZE NOTED. yV �' EFP--, N�C�5SAv-Y -T) A\101� = UNLESS OTHERWISE NOTED AS NEW, ALL CONTROL WIRE SHOWN UNDER ROADWAY SHALL BE PROVIDED AND INSTALLED BY THE yr•� � I ' `, ,.-, A 1T` WHEN RADIUS OF SPRINKLER HEADS,REQUIRED FOR PROPER COVERAGE,IS LESS THAN RADIUS SHOWN ON 0. Q STREET IMPROVEMENT CONTRACTOR. ALL NEW CONDUITS NOTED ON THE DRAWINGS �SuRF- f=LALA- �Y��C�• LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE O N + SHALL BE PROVIDED AND INSTALLED BY THE IRRIGATION CONTRACTOR - SCHEDULE p, 40 PVC - Si2E NOTED. COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL, SELECT SCREEN ON CHART ABOVE FOR - APPROPRIATE RADIUS N� NOTE: CONTRACTOR TO COORDINATE CONTROLLER INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES �-INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A -�INDICATES ELECTRIC CONTROL VALVE SIZE STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. �G _ r SGL. ooT/ b� aj 0 13859 d �ti rya• `26RAINBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD W/12 THIRD NOZZLE, 12 FT. RADIUS, 0.9 G.P.M. @ _ cT v� _ TRA 30 P.S.I. A _ _ W. . _� aN � STRcviuRcvi uj 40 EET 1 1, W q„ Y _- Y � 2t� 27 C4 a , , -- --�-- — - _ - 4� - uj Q5 Jam - �- — Q _ _ _ SIM I)W&. t3vc�— !, , sem. 4 fog- - 2782 �LPd_E MY�K eLECTF-[CA _1 = �C.Lo�.�-lt2� V�l� _ J Pszo�ltDE �N� l3bx Sit -��-�� / _ Io�aol .off =_ e; Low 5�"c D`. ugir- _ f�bR- eFm s- W ,� :�... \�r`F��,`�Uo tlr+�• �,� l NA✓ (f"L� FI�C�w-�i✓U!`'�s I f" AWAfA �' `^ R J `V12 '1'G �, ' 393 p` S''E��C 1'�l C-ac'C�1(51 -�5• �1 `'y }% T.0r"'�qRb y 0�4 LY ALA Irip,."g+•� ,,�✓r��•t��.�j �,�-• 1. t UI'D1t 9 ;^ AIC r II`!'`s���[-�kTlb�4 t�Y S Ci�EScAPES II�L. //•t-O/ '� a �� .►., . . 3859c .,'; \ 386�U (TSS 'i� CITY DESCRIPTION OF REVISION ION DATE APPROVED f hrfR HIGH - CITY OF RANCHO CUCAMONGA ,._ DENSIT . Ars, TERRA VISTA +• 519 UNITS C�.I�cr AIIC 17•3 ACRES { 30.0 D.U./AC, Z0=0��. (CHURCH STREET MEDIAN 13859" "• �•r a jIRRIG,ATiON PLAN LEWIS HOMES N.T.S. I (qr/�S` APPROVED 8Y: elDATE Sq`l" air CITY ENGINES RC.E NO. 24953 r �goEstcN - Lq� RECOMMENDED • 9 < ' LIC I'Mo I 3 w� - D � ��� LTD.d.d. Pa a n o s ' �-Y' ,Ur.;nireccmelPlarnrin '�. � 1750 IRRIGATION CONSULTANTS 05 PRAWN \ SHEET sr East Deem Avenue q Tf OF CP 108 W. FOURTH ST. i ' A SANTA ANA -CALIFORNIA -62701 (�/7 � &nta Ma, CA 92705 _1_�.__ (714) 835-2353 J' (714)250-4822 Fax(714) 752-2469OF q/E OF C�`���� CHECKED ORAwIWG NO JADRCE NO DATE FILE NO �52 2 �� SHLLT NO. OF i Z ROUND PLASTIC VALVE BOX & SLIP BASE SOCKET OVER TO SPRINKLER - ANGLE PIPE TO w g COVER ETCHED "IRRIGATION GATE'� END OF WIRES a SNAP—TITE" WATERPROOF SPECIFIED DEPTH WITH 45' ELLS Z (CARSON OR EQUAL) CONNECTOR OR EQUAL SCH 40 PVC MALE ADAPTOR c� — F- "SNAP-T1TE' WATERPROOF a M FINISH GRADE WIRE SERVICE LOOP (LOOP SCH eo PVC UNION ENOUGH WIRE TO EXTEND WIRE STEP 1 FROM EDGWIRE APPROX.. 5/S" BRASS OR PVC NIPPLE CONNECTORS OR EQUAL ELECTRIC CONTROL VALVE BUNDLE 6" ABOVE GRADE) N� PLASTIC VALVE BOX m S MARKED "IRRIGATION RCV' SPLICE BOX COVER WITH z (CARSON OR EQUAL) - BALL VALVE - 1 1/2" OR SMALLER WITH LOCKING TOP ETCHED S.B. w ETCHED WITH CONTROLLER _ _— STAINLESS STEEL HANDLE I L a AND VALVE SEQUENCE z RESILIENT WEDGE - 2" OR LARGER WITH I STEP 2 PUT CRIMP SLEEVE OVER - F 6" MIN. FINISH GRADE —� GATE VALVE 2" OPERATING NUT — i WIRE ENDS - CRIMP SLEEVE 4• Q II EPDXY COATED _ _ AT GRADE IN LAWN AREAS TTT II 3' IN PLANTER BEDS _ —� I VALVE _ SIDEWALK T i MOISTURE 2 o,„ SENSOR �q a o 0 o WHERE I I I I— APPLY SEALER TO INSIDE SQUIRED HE-1� 3" — - OF SEALING PLUG PIG TAIL EXPANSION FILL (MIN. 24" LONG) LL BASE SOCKET WITH SEALER � BRASS ANGLE 12" X 18" GREEN PLASTIC METER FLOW VALVE W/UNION BOX. CARSON OR EQUAL STEP 3 to %0 " z = CRUSHED AGGREGATE 3 4 WASHED i 'I o.o-o � c o- oJo 0 0 0 o I =I l ,o-0 10 ,o-'• o'. � _I=11I�I III—III: � - 0-0 —) � I SCH SO PVC NIPPLE CONTROL do COMMON WIRES =I II=I I E0,ao' `r o PUSH SEALING PLUG INTO ( �iI l I1 11 i' —Ii III— II BASE SOCKET UNTIL IT LOCKS 3/4" WASHED CRUSHED STEP 4 AGGREGATE BASE BRASS NIPPLE NOTES: SCH 40 PVC SXSXT TEE PRESSURE SUPPLY LINE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES: 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. Z24VOLT WIRES. TAPED AND PUSH WIRES TO END OF BASE 1. INSTALL CONTROL VALVES A MINIMUM OF 17 FROM STRUCTURES OR HARDSCAPING. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. BUNDLED AT 15 FT. INTERVALS SOCKET TO ASSURE COMPLETE 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. SEALING OF CONNECTION 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2 CU. FT. PEA GRAVEL 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND RAINBIRD SNAP —TITE WIRE 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. CONNECTOR STANDARD PLAN 518 STANDARD PLAN 540 VALVE NUMBER. STANDARD PLAN 520 4 VALVE - 3 " OR SMALLER3 24 VOLT SPLICE BOX 2 WIRE CONNECTION 1 REMOTE CONTROL VALVE wi SHUT-OFF & UNION 8 7 6 5 GENERAL NOTES: IRRIGATION NOTES: A. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS 1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF COVERING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS ON-SITE INSPECTIONS TO BE SCHEDULED AT THE FOLLOWING STAGES OF INSTALLATION: INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR, AND ARCHITECTURAL FEATURES. a. INITIAL PRE-JOB MEETING WITH THE CITY AND LANDSCAPE ARCHITECT. b. PRESSURE SUPPLY LINE INSTALLATION. B. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING 2. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS OBVIOUS c. PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF TRENCHES. UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME d. COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE e. LATERAL LINE AND SPRINKLER INSTALLATION. THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVES PRIOR TO ANY WORK OR THE f FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR THESE. PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE PLANS AND THE CITY AND LANDSCAPE ARCHITECT. DEEMED NECESSARY BY THE CITY. SPECIFICATIONS. CITY 8. THE CONTRACTOR SHALL PROVIDE TO THE CITY, UPON THE COMPLETION OF THE JOB, A DESCRIPTION OF REVISION DATE APPROVED: C. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING 3. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. CONTRACTOR SET OF REPRODUCIBLE "AS-BUILT" DRAWINGS,WHICH SHALL BE VERIFIED FOR ACCURACY �+ AND/OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND COUNTY REQUIREMENTS AT THE TIME OF THE FINAL JOB WALK THROUGH. CITY OF RANCHO C U CA M O N OA FOR BOTH EQUIPMENT AND INSTALLATION. D. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS 9. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE 4. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, SEQUENCED VALVES SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE INSIDE CHURCH STREET MEDIANS BEGINNING WORK. MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. COVER OF THE IRRIGATION CONTROLLERS. TRACT 138154 E.AND REILLATED EXPCTOR ENSES, WILL TH THENGE OCITY'PAYMENT AU HORIZ D OF ANY PERMIT FEES, 5. THE SYSTEM IS POINT OF ONNECDESIGNED FOR TION. THE MAXIMUM DEMANDE MINIMUM OOFRGALLONS PER MIINUTEE AS IIS AS AT EACH Z0. THE ANY DEFECTIVE ON SYSTEM SHALL BE EQUIPMENT, MATERIALS R POOR WORKMANY GUARANTEED OR A SHIP SHALLLDOF BE REPLACED D OR REVISED IRRIGATION DETAILS REPRESENTATIVE. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. SITE PRIOR TO THE START OF INSTALLATION. LEWIS HOMES 11. THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A MINIMUM PERIOD _� APPROVED BY � � - DATE: L;- - ! a. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED OF ONE HUNDRED EIGHTY (180)DAYS AND SHALL WATER ON A REGULAR BASIS. �o `I,w D S CAj0e C I TY E N G I N E E R RCE No 24953 UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CITY'S AUTHORIZED � *�t k. Pot#' 4A REPRESENTATIVE. 12. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF \`� 2782 °s y% DESIGN R E O M D E D Underground Service Alert #14 DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND WHITE FOR COMMON. ar SS T e s C w P e 3,t F ' 6. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR IN THE PRESENCE OF INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. yt * - Le.cae. ��- �-�-"� �* --• Call: TOLL FREE THE CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST TO ENSURE BUNDLE AND TAPE TO PIPE AT 35 FEET INTERVALS. PROVIDE TWO EXTRA PILOT WIRES TO DRAWN & Pia cine :`'dam, n* ��- SHEE � ✓t Pknnlnp r.�r.w.....u—/tti (( 1-800 IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND THE END OF THE PIPE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE LAST 2 J'J� F ��Q C B 7A OF— 422-4133 422-4133 PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS FEET OF THE WIRE AND LEAVE IN VALVE BOX. >F p� CHECKED R.LA. No. 2782 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG OWN COST. OF C � SS DATE 7-14-01 FILE NO. L SHEET OF FROM HEAD HI-POP SHRUB HEAD BODY SET TORDSCAPING(SEE NOTE 4) 4" THICK MULCH 1/4- ABOVE FINISH GRADE LAYER. FINISH GRADE •. TT PLASTIETCHED VQ VALVE (COARSONCOVER: OR EQUAL) ��t .� a. :�. .�,: �•• �: STRUCTURE OR �. �. HARDSCAPING AT GRADE IN LAWN AREAS —I I I III=III=� I i II=I I I= I ( I I- I- I I- _� 3" ABOVE GRADE IN SHRUB Ed 6" MIN. I—III—III— I I—III—I I I—I I_ N I- I I _ AND GROUNDCOVER AREAS 18" MAX. -III—I I I—I I I I I I=1I I -I I S I I I =I I FINISH GRADE -III—I I I I—i I _ 8 - -I I I=1 III= MI I Z Z -�I I I—� _Z z = CLEAN BACKFILL - SEE w — -I I _— —III I I III=1 11 1= SPECS. FOR MATERIAL. ...� CLEAN BACKFILL - SEE _ I 90% COMPACTION REQUIRED - I — SPECS. FOR MATERIAL. I I-_III= =III e`r eN I- I 90% COMPACTION REQUIRED COU33 DNP QUICK I- - — WITH P PURPLE LING LVE » = I — RUBBER CAP I= I PROVIDE 6 MIN. OF SAND — =I — BEDDING AND SHADDING I= NON-PRESSURE LATERAL LINE: STAINLESS STEEL (- -I I = SCH. 40 SNAKE PIPE IN 2 SCREW CLAMP MINIMUM (3) PLACES .II — TRENCH Z — 3/4" WASHED III . . . . . . . . . . . . . . . . to CRUSHED ►L> ►.� a;�. _ I I PRESSURE SUPPLY LINE: , ,. .. , ,•. . .:. =I III= _ SCH. 40/CL 315 SNAKE AGGREGATE BASE ►> ► b v -IIIPIPE IN TRENCH = CONTROL WIRE SLEEVE - I I=I I Y — SIZE PER PLAN INSTALL _ — = ADJACENT TO PRESSURE I— I I= SCH 40 BRASS NIPPLE — III=i I-1 I I- SCH 40 PVC I _ = SUPPLY LINE - I —I N _ CONTROL WIRES - BUNDLE SCH 40 BRASS NIPPLE - I- I I AND TAPE AT 15' O.C. AND 24" LONG I—III—I MARLEX 90 STREET ELL 90' STREET ELL — —= I _ _ I—_ INSTALL ADJACENT TO -11 = — - PRESSURE SUPPLY LINE _I I _ �— _ NON-PRESSURE PRESSURE SUPPLY LINE LATERAL FITTING MARLEX 90' STREET ELL III—I — III—III—I I III— I _ SLEEVE - SIZE TWICE -I —III I I I I I (I I III - NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE _ DIAMETER OF PRESSURE _ I- (- TYPICAL (2) PLACES � I �—� � 6» �,P SUPPLY LINE � I I—I 6" TYP. PROVIDE 6" MIN. OF SAND BEDDING AND SHADDING SCH 40 BRASS 9CP ELL ANTI-DRAIN VALVE AS REQUIRED NON-PRESSURE LATERAL V LINE SLEEVE - SIZE TWICE SCH 40 BRASS 90° NOTE: DIAMETER OF NON-PRESSURE STREET ELL 1. LOCATE HEAD Y TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, NOTES: Y LATERAL LINE AND EDGES OF LAWN. 1. ALL SLEEVES TO BE SCH 40 PVC. 4 REBAR STAKE 2. USE TEFLON TAPE ON ALL MALE THREADS. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. NOTE. (24- LONG) 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. LY LINE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD. NO. 120 24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW 3 AND LARGER 24" MIN. DEPTH 4. HEAD CONNECTION AT BOTTOM INLET ONLY. STRUCTURAL SECTION). NOTE. STANDARD PLAN 539 . PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STANDARD PL 535 4 HI-POP SHRUB SPRAY 3 TYPICAL SLEEVING 2 TYPICAL TRENCHING 1 QUICK COUPLER W/ METAL STAKE STAND ALONE CONTROLLER WITH ANTENNA ANT 1 ANTENNA PORT EPDXY FILLED LOCATED OUTSIDE OF SOX. INSTALLATION PER COAXIAL CABLE PER CITY AND CALSENSE REPRESENTATIVE i CALSENSE CONTROLLER, ;.I MODEL NO. PER PLANS is -ui INSTALL CALSENSE IN ALL CONDYLPTE TP 110 -- W/ DEEP WP J BOX 7z VALVES 120 VOLT DUPLEX CALSENSE HARNESS OUTLET (GFI) Fm im RESET COMMON WIRE CALSENSE TP-1 TRANSIENT PROTECTION BOARD / ENCLOSURE MOUNT CALSENSE NOTES: 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOT CONTROL VALVES. 3. RUN ONE EXTRA WIRE COLOR: ORANGE) TO FARTHEST RCV ON EACH CONTROL WIRES W RE A OF TENCMASUREE FOR FUTURE USE. PIGTAIL EACH ORANGE WATER FLOW IN 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. 6. ANT. 1 NTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO (DTR2) AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER XO=== 1 mSYSTEM PRIOR TO ACCEPTANCE. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. MASTER FLOW BACKFLOW WATER NOTE: VALVE METER PREVENTER METER REVISE EXISTING CONTROLLER PER THIS DETAIL. FOR EXACT LOCATION REFER (2" HARDIE) 3" CALSENSE (2" FEBCO) (27) TO DWG. N0. 1306-L, SHEET 4. NOTE: CONTRACTOR SHALL UPDATE EQUIPMENT IF REQUESTED BY THE CITY INSPECTOR. EXISTING PER DWG. NO. 1306-L 8 7 6 CALSENSE-TYP. CONTOLLER INSTALL 5 CONTROLLER ASSEMBLY INSTALLATIO NOTES CONTINUED: 13. PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE. 14. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHEDULE 40 SLEEVE WITH 24: MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL. 15. ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8" DIAMETER GREEN PLASTIC VALVE BOX. DESCRIPTION OF REVISION DATE CITY 16. ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE MADE WITH A APPROVED: SPVC OCKET TYPE.THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE "DURA" DEEP CITY O F RANCHO C U CA Illl O N GA 17. CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW HEADS TO CHURCH STREET MEDIANS PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. TRACT 1386 18. ALL SPRAY HEADS ADJACENT TO SIDEWALKS, CURBS, DRIVEWAYS, OR OTHER HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY AS SPECIFIED ON THE REVISED VI SE D IRRIG TI N DETAILS LEGEND AND DETAIL. 19. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE LEWIS HOMES AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS APPROVED BY DATE: �� S N C AND HARDSCAPE. ADJUST ALL VALVE FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. %�o SPF CITY ENGINEER � .4it.(L�LG� ��1�� RCE N0 24953 4C **at **�� P��H'����y� DESIGN RECOMM NDED 20. PRIOR TO BACKFILLING IRRIGATION TRENCHES: 2782 s Underground Service Alert � SS04IT E C A P � 1 F E Y Call: TOLL FREE a. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 150 PSI FOR A * * DRAWN A�h�f�� ���.�.. M t� ••�,» •• �,.• SHEET ■w,.a•wit PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING ,1► 0 D �Q CB x PlennIng 00_� `"' g A 12 1-800 :,Af OF 422-4133 PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE AT CONTRACTOR'S EXPENSE. �4T �of CAR.L.A. N0.CHECKED 2782 DRAWING N0. F TWO WORKING DAYS BEFORE YOU DIC ss DATE 7-14-01 FILE NO. 15 Z Z. ' �^ SHEET OF PLANTING LEGEND TREE L D E EGROUND COVER LEGENDLEGEND �! USE A 4" THICK COVERING OF SHREDDED ESP. ESPALIERED SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS MULCH AS MFG, ANn SUPPLIED BYZmTPAUA1APoc-k4SAND,INIc.• GAL. GALLON CONTAINER • VPLMD,GAUFDWIk (Alr1�i82-(,'713 , OR CITY APPROVED G.C. GROUND COVER EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR HT. HEIGHT LI MA&t4DL-1A f FAKI1DIFL OIC SDUTlA W 9- 15 GAL . UBLE STAKE TO PURCHASE FOR APPROVAL TO CITY INSP CTOR. L.A. LANDSCAPE ARCHITECT �p O / , 20' O.C. Q SMO c-7,01 L- To ,q�GoMMODf�1'I� F:?)F- �}'" o� L.C. MINIMUM CONTRACTOR SIstM U S MMS- M�C�DI-lA 1 lJ MIN. _ M.T. MULTI -TRUNKED O.C. ON CENTER ! U� 1 NOT : TRACTOR SHALL PLAN TREES RWD. REDWOOD S. L.A. SELECTED BY L.A. • WITH ROOT R PER C D. DETAIL (605A) . ANY 7R TRUNK CENTER IS SPEC. SPREADSPECIMEN A MIN. OF 5 OM APE SHALL BE SHRUB LEGEND PLANTED ROOT BARRIER A D BY 1 T Y INSPECTOR. SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS 1 PLANTING KEY 1 EF ESCALLONIA HYBRID 'NEWPORT DWARF' DWARF ESCALLONIA 28 5 GAL. @-'4 -FT O.0 • TJ TRACHELOSPORUM JASMINO1t3ee;- STAR JASMINE ) 1 GAL. @Z�{, O.0 1 SEE PLANT LIST OR PTW PITTOSPORUM TOBIFA 'WHEELERI ' WHEELERS DWARF '�: 5 GAL. ' LT LEGEND @I FT 0.0 �- I SIZE OF PLANT MATERIAL GALLON OR BOX SIZE E 1 QUANTITY OF PUNT MATERIAL — 1; LlJ — 1 NOTC: REFER TO SHEET 4AFOR LEGEND NOTE.: QUANTITIES SHOWN ON THE LEGEND � PLANTING DETAILS a SHEET# 1.20 ARE FOR BID RURPOSES ONLY . FINAL QUANTITIES o 1 W 0 FOR PLANTIlIG SPECIFICATIONS, 0 PLANT MATERIALS .INSTALLED SHALL BE GOVERNED PLACEPIENT OF TREES SHALL BE > APPROVED BY THE CITY INSKCTOR, BY THE INDICATED SPACINGS. co !V ' 0TRACT N O P: 13859 a i _ i W v . ------ W 011 ------- ---__ _ X cn QI C - - 1 _ Jr C 1 IF - — 104 c Cn - ST co — Lu X • • •• • P. ui Hcc i U. 0 3s�'� w _ v i 'rYrI CAL G S,r Z M S t:G'rI X1 — _ p - �z = - U 1 - sn•wi — o ~1. W I — cc • _ W — oWc f � IX. . g IJ 1 1 f 1 • ,fr,� yG9`err .-.393��,` � It ,. a_ �4 u�DA RNs Folz `rte . 1(0000 G�'_. MEDtA14 I N-5 TA UAP 0 t-4 &Y S tT DESCRIPTION OF REVISION DATE CITY ' � ••��� \ " 86�11N17S 1 ;"� • PPROWD CITY OF RANCHO CUCAMONGA HIGH DENSITY , PROJECT LOCA S. TERRA VISTA 5t9UNITS 17.3 ACRES CHURCH STREET MEDIAN 13859: L � 30.0 D.U./AC. ,^ -- ��4"`� PLANTING PLAN ' LEWIS HOMES N.T.S '� P�`F�►�Nta tgrt,G� ,►,••Y•4 (� ;�, o�' ��,: . �� APPROVER 8Y: oe [#ATE,U_ 2782 lr CITY ENGINEE amu' RC.E No.?4953 s , DESIGN / • RECOMMENDED urs t SP's LA1�COICM�, LTD.* g °�• �` ` '� ,5 ✓ -Vr Lan&r�eArch&cltimftm tg A East —DATE ��� �! DRAWN 1 _� 7511 Ileeene VL'11Ue SHEET • CAt � Lp19 �`/> §4 J��l S JSaMa Ma, CA 92705 �_of �_ P (714)250-4822 Fax(714) 752 246 \ OF rA`1. '`f �r'4I \ CHECKED DRAwI'VG NO 10'-0" F �1 w�6 ow-y f OF CFt�� RCE NO J A D DATE FILE NO 152-2- — L, SHEET NO. OF . GROUND COVER LEGEND PLANTING LEGENDTREE LEGEND Z USE A 4" THICK COVERING OF SHRFnDFD ESP. ESPALIERED MULCH AS MFG. AND SUPPLIED BY.Ti`ITF-U�tAw44 SAJDIINC.) GAL. GALLON -CONTAINED SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS ` UI't,A041 CALIFORNIA, (404)9137-- 44)1to OR CITY APPROVEU G.C. GROUND COVER V EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR HT. HEIGHT LI HAGKlbL.lA &lxA ml)w0PA 50LV-1 E�F-m . 6 15 GAL DOUBLE STAKEN TOPURCH SE FOR APPROVAL TO CITY INSPECTOR. L.A. LANDSCAPE ARCHITECT �E►�o�` sotLTo AcGONIMOC1"� f�P ,411 or L.C. LANDSCAPE CONTRACTOR MAIoN0L-IA- @20 O.C. ZQ, Ut.G MIN. MINIMUM Q M,T. MULTI-TRUNKED Too O.C. ON CENTER NOTE: REFER TO SHEET q,A► FOR RWD. REDWOOD PLANTING DETAILS a SHEET # i215 S.L.A. SELECTED BY L':"A. FOR PLANTING SPECIFICATIONS, SPEC. SPECIMEN � SHRUB LEGEND � Z PLACEMENT OF TREES SHALL BE SP. SPREAD APPROVED BY THE CITY INSPECTOR. SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS PLANTING KEY � X-1 rW � o W WI1�}- Rot�T IEFt P��P T D �E.fAll. EF ESCALLONIA HYBRID 'NEWPORT DWARF' DWARF ESCALLONIA C�T 5 GAL. @ %. FT 0.0 � It-- `� � I � A M114. OF 'A�.l- TJ TRACHELOSPORUM JASMIN01>65 STAR JASMINE �` " 1 GAL. @ GSI O.0 � • _ MIS 17 HJ(CN "Or IbA L-T- SEE PLANT LIST OR ♦ V DIED 11+E' CxtY INS LEGEND PTW PITTOSPORUM TOBIRA 'WHEELERI ' WHEELERS DWARF 5�5 . 5 GAL. @ FT O.0 i SIZE OF PLANT MATERIAL • v GALLON OR BOX SIZE36. C ; QUANTITY nF PLANT Y MATERIAL V0 00 CIA LEGEND NOTE : QUANTITIES SHOWN ON THE LEGEND ARE FOR BID PURPOSES ONLY . FINAL QUANTITIES OF PLANT MATERIALS INSTALLED SHALL BE GOVERWED �C' i BY THE INDICATED SPACINGS. r.. oj�5 �ti 1385 • ACT TR V • 7 w LU — ON PTA v) — — (v-I n STS • • • do . . H10 . r /i / y w i/ // // // /� • •.. : ••.••• . • • • • � • • • ry 46 0 •* * go go • • • • • , . �A S�cr 0 w 0 z V 231' '63 � 3g h.. �2 Q A. . " 393 "Lcy tti22.0'AlqR6 l`"*� AUPDQT� f7�D�t�ls �0� TF-.tcpbb� MEDt�t�l :ApfiS� IN o S c 'S C. ;T'RACT 138 CITY '4 •�� ��'`' g�uNlrss ,.Z = DESCRIPTION OF REVISION DATE APPROVED c _f CITY OF RANCHO CUCAMONGA �•f R HIGH � '' DENSITY - 'x1. # -` APTERRA VISTA 5 19 UNITS PROJECT LOCATION 17.3 ACRES CHURCH STREET MEDIA 30.0 D.U./AC. N 13859, '/r S® 20/-O*' t PLANTING PLAN LEWIS HOMES ';'F .NIA q , r'���� APPROVED BY. pATE:�—G ti ` • o :;,a �, 24953 CITY ENGINEER RC.E NO. 2182 0 r DESIGN , AND \_�lllVl.iu�v, LTD. RECO►utMENDf D c^ UC I!(i I�r;S �o,,, -:.r —, �� DAZE DRAWN 1750 East Deep'Avenue SHEET OF CI !!! !l4—> •kF r � r ,, f� ,< &ata Ana CA 92M '�te (714)250-4822 FaX x( 714 ) 752 & —"—Of f CHECKED - ORAwi•vG NO CL RCE NO s` 0 J AD DATE FILE NO I S22 -L • SHEET NO. OF CITY OF RANCHO CUCAMONGA D. Brass Pipe and Fittings: 3. A 117 volt duplex box shall be provided with an On/Off switch,and a GENERAL CONDITIONS PLANTING AND IRRIGATION SPECIFICATION 1.05 SUBSTITUTIONS 1. Where indicated on the Drawings,use red brass screwed 117 volt receptacle. Metal conduit shall run from the 117 volt supply 2. The Contractor shall make neat and legible notations on to the controller housing. All power within the housing shall be properly phased. A. CONTRACTOR S: Shall consist of the record drawing progress sheets daily as the work A. If the Contractor wishes to substitute any equipment or pipe conforming to Federal Specification#WW-P-351. 4. A terminal strip shall be provided, clearly indicating the proper points of connection SPRINKLER IRRIGATION SPECIFICATIONS materials for the equipment or materials listed on the 2. Fittings shall be red brass conforming to Federal specification and its general conditions and the proceeds, showing the work as actually installed. For of all appropriate wiring(station valves, master valve, common, central control). drawings. The intent of these documents is to example, should a piece of equipment be installed in a Drawings and Specifications, he may do so by providing Specification#WW-P-460. g PART 1 -GENERAL p p �p Q. Miscellaneous Irrigation Equipment: include all labor,materials, and services necessary location that does not match the plan, the Contractor must the following information to the City of Rancho E. Copper Pipe and Fittings: Cucamonga for approval: 1. Pie T hard tempered. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. for the proper execution on the work. The documents 1.01 DESCRIPTION indicate that equipment has been relocated in a graphic t p are to be considered as one. Whatever is called for manner so as to match the original symbols as indicated in 1. Provide a statement indicating the reason for making the 2. Fittings: wrought copper, solder joint type. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. by any parts shall be as binding as if called for A. Scope of Work: Provide all labor,materials, the irrigation legend. The relocated equipment and substitution. Use a separate sheet of paper for each item 3. Joints shall be soldered with silver solder, 45%silver, 15 transportation, and services necessary to furnish and to be submitted. PART 3 -EXECUTION all parts. dimensions will then be transferred to the original record %copper, 16% zinc, 24% cadmium, solidus at 1125°F, install the Irrigation System as shown on the Drawings drawingplan at the time. 2. Provide descriptive catalog literature,performance charts o and described herein. p �°� and liquidus at 1145 F. 3.01 OBSERVATION OF SITE CONDITIONS B. VERIFICATION: The Contractor shall verify3. Before the date of the final observation,the Contractor and flow charts for each item to be substituted. F. GateValves: 3. Provide the amount of cost savings if the substituted item A. All scaled dimensions area approximate. The Contractor shall check and verify all measurements on the drawings before beginning B. Standards: All work and materials shall comply with shall transfer all information from the "record drawing" �° �' 1. Ball Valves 12" and smaller size dimensions and receive approval from the Ci of Rancho Cucamonga or to work. In case of error or discrepancy in the governing codes, safety orders, standards, and regulations, prints to a sepia mylar or similar mylar material. is approved. ( pp City g prior be a 125 Ib SWP bronze valve with threaded drawings or specifications or in the work of and meet the minimum requirements of the Standard Arrangements shall be made through the city for B. The City of Rancho Cucamonga shall have the sole a. Ball valves shallproceeding with work under this Section. e others affecting his work,he shall notify the Specifications For Public Works Construction (Green obtaining said sepia mylar or similar mylar material. All responsibility in accepting or rejecting any submittal item ends and shall be equipped with a stainless steel handle. B. Exercise extreme care in excavating and working near existing utilities. The l d 6 or approveequal.City Inspector immediately. The Book) latest edition. work shall be in waterproof India ink and applied to the as an approved equal to the equipment and materials listed b. Ball valves shall be Nibco T- 585-70-6Contractor shall be responsible for damages to utilities which are caused by his Contractor shall be held responsible for any mylar by a technical pen made expressly for use on mylar on the Drawings and Specifications. c. All Ball valves shall be installed per detail. operations or neglect. Check existing utilities drawings for existing utility locations. 1.02 QUALITY ASSURANCE&REQUIREMENTS 2. Resilient Wedge Gate Valve 2" and larger)damages or loss due to his failure to observe material. Such pen shall be similar to those manufactured 1.06 GUARANTEE g ( � ) C. Coordinate installation of sprinkler materials including pipe, so there shall no these instruction. A. Permits and Fees: The Contractor shall obtain and pay for by Rapidograph, Kueffel &Esser, or Faber Castell. The A. The guarantee for the irrigation system shall be made in a. Resilient Wedge Gate valves shall be epoxy coated interference with utilities or other construction or difficulty in planting trees, dimensions shall be made as to be easily readable even on accordance with the attached form. The General and equipped with a 2" operating nut. shrubs, and ground covers. C. MATERIALS,MACHINERY, EMPLOYEES: any and all permits and all observations as required. b. Resilient Wedge Gate valves shall be No. 403 RT-RW as D. The Contractor shall carefully check all des to satisfyhimself that he may safety the final controller chart(see Section C). The original Conditions and Supplementary Conditions of these g Y � Y Y Except as otherwise noted,the Contractor shall B. Manufacturer's Directions: Manufacturer's directions and mylar "record drawing" plan shall be submitted to the City Specifications shall be filed with the City prior to supplied by Watts or approved equal. proceed before starting work on the irrigation system. provide and pay for all materials, labor,tools, detailed drawings shall be followed in all cases where the of Rancho Cucamonga for approval prior to the acceptance of the irrigation system c. All Resilient Wedge Gate valves shall be installed per detail. P g Y 3.02 PREPARATION and other items necessary and incidental to the manufacturers of articles used in this Contract fiunish completion of the controller chart. G. Quick Coupling Valves: B. A copy of the Guarantee form shall be included in the completion of his work. directions covering points not shown in the Drawings and 1. Quick coupling valves shall have a brass,two-piece body designed for A. Physical layout: 4. The Contractor shall dimension from two(2)permanent operations and maintenance manual. the Contractor shall size stake out all pressure supply lines, Specifications. points of reference, such as building corners, sidewalk working pressure of 150 P.S.I. 1. Prior to installation, D. SURVEYS,PERMITS,REGULATIONS: C. The guarantee form shall be re-typed onto the Contractor's 2. Quick coupling valve shall be operable with a quick coupler key. routing and location of sprinkler heads. The Owner shall furnish an adequate survey C. Ordinances and Regulations: All local,municipal and edges, road intersections, etc., the location of the letterhead and shall contain the followinginformation: of the property. The Contractor shall obtain and state laws, and rules and regulations governing or relating following items: Key size and type shall be as shown on the Drawings. 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. pay for all permits and comply with all laws to any Portion of this work are hereby incorporated into a. Connection to existing water lines. GUARANTEE FOR IRRIGATION SYSTEM H. Backflow Prevention Units: B. Water Supply: 1. The irrigation system shall be connected to water supply point(s) of connection and ordinances bearing on the operation or and made a part be these Specifications, and their b. Connection to existing electrical power. We hereby guarantee that the irrigation system we have 1. Backflow prevention unit shall be of size and type indicated on the irrigation as indicated on the Drawings. provisions shall be carried out a the Contractor. c. Gate valves. furnished and installed is free from defects in materials drawings. Install backflow prevention units in accordance with the Drawings. 2. Connections shall be made at the ximate locations shown on the conduct of the work as drawn and specified. If the ado location(s)Anything contained in these Specifications shall not be d. Routing g sprinkler pressure lines (dimension max. and workmanship, and the work has been completed in 2.Wye strainers at backflow prevention units shall have a bronzed screwed boy Drawings. The Contractor is responsible for minor chan es caused b actual Contractor observes that a variance exists g • g y therewith he shall promptly notify the construed to conflict with any of the above rules, 10r along routing). accordance with the Drawings and Specifications, with 60 mesh monel screen and shall be similar to Bailey#100B or approved 1. regulations, or requirements of the same. However,when e. Sprinkler control valves. per° � site conditions. City Inspector in writing and any ordinary wear and tear,unusual abuse, or neglect 3. All pressure main line piping between the point of connection and the backflow C. Electrical Supply: necessary changes shall be adjusted as these Specifications and Drawings call for or describe f. Routing of control wiring and locations of all splice boxes. excepted. We agree to air or replace an defects in venter shall be installed as required b local code. The Contractor shall verify Quick coupling valves. � gr � � Y prey 1. Electrical connections for any and all automatic controllers shall be made to provided in the contract for changes in the work. materials, workmanship, or construction n a better g.h. Qm P g material or workmanship which may develop during the with the local governing body as to material type and installation procedures prior electrical point(s) of connection as indicated on the Drawings. quality, higher standard, or larger size than is required by h. Stub-outs for future connections. period of one year from date of acceptance and also to to start of construction. Submit shopdrawing for royal. E. PROTECTION OF WORK,PROPERTY AND PERSON: the above rules and regulations, the provisions of these i. Other related equipment as directed by the City of p Y � g � 2. Connections shall be made at the approximate location(s) shown on the Drawings. Rancho Cucamonga repair or replace any damage resulting from the repairing I. Check Valves: The Contractor is responsible for minor changes cause by actual site conditions. The Contractor shall adequately protect the work, Specifications and Drawings shall take precedence. or replacing of such defects at no additional costs to the adjacent property, and the public, and shall be D. Explanation of Drawings: 5. On or before the date of the final field observation, the 1. Swing check valves 2" and smaller shall be 200 pound W.O.G.bronze construction 3.03 INSTALLATION City. We shall make such repairs or replacements within Contractor shall deliver the corrected and completed with replaceable composition, neoprene,or rubber disc and shall meet or exceed A. Trenching: responsible for any damages or injury due to his act. a reasonable time, as determined by the City, after receipt 1. Due to the Scale of the Drawings, it is not possible to sepias to the City of Rancho Cucamonga. Delivery of Federal Specification WW-V--51D, Class A, Type TV. 1. Dig trenches straight and support pipe continuously on bottom of trench. of written notice. In the event of our failure to make such F. CHANGES IN THE WORK: The City Inspector may indicate all offsets, fitting, sleeves, etc.,which may be the sepias will not relieve the Contractor of the 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread Lay pipe to an even grade. Trenching excavation shall follow layout indicated repairs or replacements within a reasonable time after required. The Contractor shall carefully investigate the responsibility of furnishing required information that may inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve on the Drawings and as noted. order changes in the work, and the contract sum being receipt of written notice from the City, we authorize the structural and finished conditions affecting all of his work be omitted from the prints. Ci to proceed to have said airs or replacements made shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve 2. Provide for a minimum of twenty-four(24)inches cover for all irrigation adjusted accordingly. All such orders and adjustments City P repairs eP and plan his work accordingly, furnished such fittings, at our expense and we will a the costs and charges shall be similar to the Valcon "ADV" or approved equal. lines installed under paving or hardsca in g C. Controller Charts: P g P g• plus claims by the Contractor for extras must be p p pay etc. as may be required to meet such conditions. 1. As-builts drawin shall be ved b the Ci of J. Control Wiring: 3. Provide for a minimum of twenty-four(24)inches cover for all pressure made in writing before executing the work involved. ' appro Y tY therefore upon demand. Drawings are generally diagrammatic and indicative of the Rancho Cucamonga before controller charts are prepared. 1. Exceptas noted otherwise, connections between the automatic controllers and the supply lines of three (3) inches or larger in diameter. work to be installed. The work shall be installed in such a g Pref PROJECT: CHURCH STREET MEDIANgh ( ) p supply G. CORRECTION OF WORK: The Contractor shall 2. Provide one controller chart for each controller sequence. electric control valves shall be made with direct burial copper wire AWG-U.F. 4. Provide for a minimum of eighteen 18 orches cover for all sure 1 re-execute any work that falls to conform to the manner as to avoid conflicts between the irrigation system, :BETWEEN ELM AVE./ SPRUCE AVE. 600 volt. Control wiring installed in control wire conduit within structure shall be lines of two and one half(22") inches or smaller requirements of the contract and shall remedy defects due planting and architectural features. 3. The chart shall show the area controlled by the automatic LOCATIONmade with AWG-TW solid copper wire. Pilot wires shall be a different color wire 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. to faulty materials or workmanship upon written notice 2. All work called for on the Drawings by notes or details controller and shall be the maximum size which the for each automatic controller. Common wires shall be white with a different color 6. Provide for a minimum cover of eighteen(18) inches for all control wiring. controller door will allow. SIGNED: stripe for each automatic controller. Install in accordance with valve manufacturer's 7. Refer to City Standard 120 "Trench Repair" when within City streets from the City Inspector for a period of one hundred eighty such be furnished and installed whether or not specifically (180)days from the date of completion of the contract. mentioned in the specifications. 4. The chart is to be a reduced drawing of the actual installed ADDRESSED: specifications and wire chart. In no case shall wire size be less than#14. susceptible to traffic loads. 3. The Contractor shall not willfully install the irrigation system. However, in the event the controller sequence is 2. Wiring shall occupy the same trench and shall be installed along the same route as B. Backfilling: H. CLARIFICATION OF DRAWINGS not legible when the drawing is reduced, it shall be pressure supply or lateral lines wherever possible. 1. The trenches shall not be backfilled until all required tests are performed. system as shown on the Drawings when it is obvious in PHONE: DATE OF ACCEPTANCE:_ BEFORE BIDDING: the field that obstructions, grade differences, or enlarged to a size that will be readable when reduced. 3. Where more than one(1)wire is placed in a trench,the wiring shall be taped together Trenches shall be carefully backfilled with the excavated materials approved Ager reviewing the drawings thoroughly it is the discrepancies in area dimensions exist that might not have 5. The chart shall be a black line or blueline ozalid print and PART 2 -PRODUCTS at intervals of fifteen(15)feet. for backfilling, consisting of earth, loam, sandy clay, sand, or other approved from4. An expansion curl shall be provided within three(3)feet of each wire connection. materials, free from large clods of earth or stones. Backfill shall be mechanically Contractor's responsibility to clarify with the City been considered in engineering. Such obstructions or a different color shall be used to indicate the area of 2.01 MATERIALS Expansion curl shall be of sufficient length at each splice connection at each electric compacted in landscaped areas to a dry density equal to adjacent undisturbed Inspector any questions the Contractor may have differences should be brought to the attention of the City coverage for each station. regarding the method of construction,quantities,or of Rancho Cucamonga. In the event this notification is 6. When completed and approved,the chart shall be A. General: Use only new materials of brands and types noted control valve, so that in case of repair, the valve bonnet may be brought to the surface soil in planting areas. Backfill will conform to adjacent grades without dips, quality of materials included or called out. If the not performed, the Contractor shall assume full hermetically sealed between two pieces of plastic, each on drawings, specified herein, or approvedequals. without disconnecting the control wires. Control wires shall be laid loosely in trench sunken areas, humps or other surface irregularities. without stress or stretching wire conductors. 2. A fine granular material backfill will be initially placed on all lines. No Contractor can not contact the City Inspector, responsibility for any revision necessary. the Contractor must qualify his bid accept the piece being a minimum 20 mils. B. PVC Pressure Main Line Pipe and Fittings: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, Rainbird foreign matter larger than one-half(2) inch in size will be permitted in the .03 SUBMITTALS 7. These charts shall be completed and approved prior to the 1. Pressure main line piping for sizes 2" and larger shall be Snap-Tile wire connectors., or approved equal. Make only one splice with each initial backfill. interpretation of the City Inspector on the 1final field observation of the irrigation system. PVC Class 315. connector sealing pack. 3. Flooding of trenches will be permitted only with approval of the City of Rancho questionable areas as they develop during construction. Material list: D. tion and Maintenance Manuals: 2. Class 315 pipe shall be made from an NSF approved Type 1, 6. Field splices between the automatic controller and electric control valves will not be Cucamonga. 1. The Contractor shall furnish the articles, equipment, OPS Garde !, PVC compound conformingto ASTM resin 4. If settlement occurs and subsequent adjustments in i valves sprinkler I. SAMPLES: The City Inspector reserves materials, or processes specified by name in the Drawings 1. Prepare and deliver to the City of Rancho Cucamonga po allowed without prior approval of the City of Rancho Cucamonga. qu l pipe, > the right to take and analyze samples of materials and Specifications. No substitution will be allowed within ten calendar days prior to completion of specification D 1784. All pope must meet requirements asset K. Automatic Controller: heads, lawn,planting, or other construction are necessary,the Contractor for conformity to specifications at any time. The without prior written approval ti the City a Rancho construction, two r days prior three ring binders containing forth in Federal Specification PS-22-70,with an appropriate 1. Automatic controller(s)shall be of size and type shown on the Drawings. shall make all required adjustments without cost to the City. Contractor shall furnish samples upon request standard dimension(S.D.R.) (Solvent-weld Pipe). 2. Final location of automatic controller(s) shall be approved by the City of Rancho C. Trenching and Backfill Under Paving: Cucamonga. the following information: by the City Inspector. Rejected materials 2. Complete material list shall be submitted prior to 3. Pressure main line piping for sizes 1-1/2" and smaller shall be Cucamonga. 1. Trenches located under areas where paving, asp shall be immediately removed from the site and a. Index sheet which states Contractor's name, address, PVC Schedule 40 with solvent welded joints. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each asphaltic concrete, or concrete performing any work. Material list shall include the and telephone number, and which lists each installed will be installed, shall be backfilled with sand(a layer four(4) inches below replaced at the Contractor's expense. The cost of manufacturer, model number, and description de all equipment and material item including names and addresses 4. Schedule 40 pipe shall be made from NSF approved Type 1 automatic controller location is to be furnished by others. The final electrical the pipe and six 6 inches above the pipe) and compacted in layers to 95% testing materials not meeting specifications shall be p p PPTo p p ( ) p p ) p Y materials and equipment to be used. Althou h Grade 1 PVC compound conforming to ASTM resin hook-up shall be the responsibility of the Contractor. compaction, using manual or mechanical tamping devices. Trenches for paid by the Contractor. g of manufactures local representatives. specification D1785. All i must meet requirements as set L. Electric Control Valves: piping shall be compacted to the compaction of the existing adjacent manufacturer and other information may be different, the b. Catalog and parts sheets on every material and equipment pp p g p p g J following is a guide to proper submittal format: item installed under this Contract. forth in Federal Specification PS-21-7 1. All electric control valves shall be the same size and type shown on the Drawings. undisturbed soil and shall be left in a firm unyielding condition. All J. PR TRUCTION CONFERENCE: 5. PVC solvent-weld fittin s shall be Schedule 40, 11-1 NSF 2. All electric control valves shall have a manual flow adjustment. trenches shall be left flush with the adjoining grade. The Contractor shall Scheduleedule a a pre-construction meeting with the Item No. Description Manufacturer Model No. C. Guarantee statement. g Ci Inspector at least seven (7)days d. Complete operating and maintenance instructions on approved conforming to ASTM test procedure D2466. 3. Provide and install one control valve box for each electric control valve. set in place, cap and pressure test all piping under paving prior to the paving work. �' p 1 Backflow Preventer Febco 825-Y-BV all major equipment. 6. Solvent cement and primer for PVC solvent-weld pipe abd M. Control Valve Boxes: 2. Generally,piping under existing walks is done by jacking, boring, or before beginning work. The purchase of this 2 Automatic Controller Calsense ET1-24-DRhydraulic driving,but where any cutting or breaking of sidewalks and/or 2. In addition to the above mentioned maintenance manuals, fittings shall be of type and installation methods prescribed by 1. Use 10" x 10-314" round box for all gate valves. Carson Industries#910-12B with conference is to review any questions the 3 Master Valve Superior 3100 RCV concrete is necessary, it shall be done and replaced by the Contractor as a Contractor may have regarding,the work, p provide the City's maintenance personnel with instructions the manufacturer. green bolt-down cover or approved equal. Extension sleeve shall be PVC with p�of the Contract cost. Permission to cut or break sidewalks and/or 4 Etc. Etc. Etc. for major equipment and show evidence in writingto the minimum size of six 6 inches. administrative procedures during construction J �� 7. All PVC pipe must bear the following markings: ( ) concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic and project work schedule. Irrigation submittal must be specific and complete. All City of Rancho Cucamonga at the conclusion of the 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. driving will be permitted under concrete paving. a. Manufacturer's name items must by listed and should include solvent, primer, project that this service has been rendered. Carson Industries# 1419-12B with green bolt-down cover or approved equal. 3. Refer to Ci Standard 120 "Trench Repair" when within Ci streets wire, connectors,valve,boxes, etc. No copies of b.Nominal pipe size City ep City E. Equipment to be Furnished: c. Schedule or class 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. manufacturer's literature (catalog cuts) are required as Carson Industries#608-12 with green flex-lock cover or approved equal. susceptible to traffic loads. 1. Supply as a part of this contract the following tools: d. Pressure rating in P.S.I. submittal information. 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves installed within a. Two (2) sets of special tools required for removing, e. NSF (National Sanitation Foundation) approval 3. Equipment or materials installed or furnished without disassembling and adjusting each type of sprinkler and f. Date of extrusion on landscaped areas. Carson Industries# 1419-12B with green bolt-down prior approval of the City of Rancho Cucamonga may be valve supplied on this project. 8. All fittings shall bear the manufacturer's name or trademark, cover r or approved equal. �%D s c4 pD E S C R I PT 10 N 0 F REVISION I S I 0 N DATE CITY F rejected and the Contractor may be required to remove b. Two (2) four-foot valve keys for operation of gate valves. material designation, size, applicable I.P.S. schedule and NSF 5. Use 10" x 10-1/4', 0-1/4„ round box for all quick coupling valves installed within �4�c o��c L r L#4 APPROVED: p ��e on-structure landscaped areas. Carson Industries No. 910-12B with en 2782 r such materials from the site at his own expense. c. Two (2)keys for each automatic controller. seal of approval. !`` 4. Approval of any item, alternative or substitute indicates d. One(1) quick coupler key and matching hose swivel for bolt-down cover or approved equal. onlythat the duct or products apparently meet the C. PVC Non-Pressure Lateral Line Piping: * CITY OF RANCHO C U C A M O N G A pro p app Y every five (5) or fraction thereof of each type of quick 1. Non-pressure buried lateral line piping shall be PVC N. Sprinkler Heads: requirements of the Drawings and Specifications on the coupling valve installed. J ,types s� CHURCH STREET MEDIANS basis of the information or samples submitted. 2. The above mentioned equipment shall be turned over to the Schedule 40 with solvent-weld joints when installed in 1. All sprinkler heads shall be of the same size and deliver the same D 1 Q 5. Manufacturer's warranties shall not relieve the Contractor City at the conclusion of the project. Before final observation planting areas. rate of precipitation with the diameter(or radius) of throw,pressure, and '4lF a,,•rOQ` warranties shall can occur, evidence that the City has received material must 2. Non-pressure lateral line piping installed under paved discharge as shown on the Drawings and/or specified in these special provisions. OF �p,1.� TRACT 13859 of his liability under the guarantee. Such arran 2. Spray heads shall have a screw adjustment. only supplement the guarantee. be shown to the City of Rancho Cucamonga. areas shall be PVC Schedule 40 with solvent welded p Y SPECIFICATIONS joints. 3. Riser units shall be fabricated in accordance with the details shown on the drawings. B. RECORD DRAWINGS: 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the 1. The Contractor shall provide and keep up-to-date a 3. Pipe shall be made from NSF approved,Type I,Grade II sprinkler body. A. Handling of PVC pipe and fittings: The Contractor is PVC compound conforming to ASTM resin specification LEWIS HOMES . complete record set of blueline ozalid prints which shall 5. All sprinkler heads of the same type shall be the same manufacturer. be corrected daily, showing every change from the cautioned to exercise care in handling, loading, unloading, D1784. All pipe must meet requirements set forth in APPROVED BY DATE. and storm PVC i and fittings. All PVC pipe shall be Federal Specification PS-22-70 with an appropriate O. Sleeving: CITY ENGINEER v v RCE No 14953 original Drawings and Specifications and the exact g p installed locations, sizes, and kinds of equipment. Prints transported in a vehicle which allows the length of pipe to standard dimension rano. 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring DESIGN RECO M ENDED lie flat so as not to subject it to under bending or a 4. Except as noted in paragraphs 1 2 and 3 of this section shall be Schedule 40 P.V.C. or approved equal. 467 Underground Service Alert for this purpose may be obtained from the City of Rancho $$ 1 e t C A P t concentrated external load at any point. Any section of (2.O1B), all requirements for non-pressure lateral line pipe P. Vandal Resistant Controller Enclosure: Cucamonga at cost. This set of drawings shall be kept on `iidfeO°� Call: TOLL FREE the site and shall be used only as a record set. pipe that has been dented or damaged will be discarded, and fittings shall be the same as for solvent-weld pressure 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and DRAWN .. w,M ". --�- SHE T and if installed, shall be replaced with new piping. main line pipe and fittings as set forth in section 2.O1B of Irrigation Detail sheet. C 8 t �b���� --�-��- 12A �2 1-800 the Specifications. 2. A backboard shall be secured to the controller enclosure housing to provide a base OF CHECKED R.L.A. NO. 2za2 DRAWING N0. 422-4133 for mounting the automatic sprinkler controller and terminal strip. SS GATE 7-14-01 FlLE N0. NO MOW!"DAYS BEMW YOU DIG SHEET OF D. Assemblies: C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for " 5. All hydrostatic tests shall be made only in the presence of the General Apply , and mtotii in all sail amendments as recommended to a depth of 6 . shall furnish the Landscape Contractor and Landscape Architect and City data to 1. Routing of sprinkler irrigation lines as indicated on the Drawings is all temporary utilities such as water, electrical power and gas as required by him " Contractor and the City of Rancho Cucamonga. No pipe shall be backfilled Water area thoroughly after mtotilling is complete. Incorporate evenly into the top 4 demonstrate the compatibility of the weed control materials and methods with diagrammatic. Install lines (and various assemblies) in such a manner as to until it has been observed, test for the construction of the project. Temporary services shall be coordinated with ed, and approved in writing. to 6" the following for each 1,000 square feet of planting area: the intended planting and seed varieties present. conform with the details in the Drawings. the City and other contractors on the job site. 6. Furnish necessary force pump and all other test equipment. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 6.04 Responsibility and Coordination: 2. Install NO multiple assemblies in plastic lines. Provide each assembly with 7. When the irrigation stem is completed, perform a coverage test in the D. Survey,Reference Points, and Elevations: The Contractor is responsible for g system P � P g 200 lbs. of Gro-Power or approved equal. A. Landscape Contractor is responsible for the erection of all signs and barriers its own outlet. presence of the Ci of Rancho Cucamonga to determine if the water establishing all surveys,reference points and elevations required by him, and Preh' g The above soil conditioning are minimal qualities only and should be used only for required to prevent intrusion into the treated areas and to notify the public. 3. Install all assemblies specified herein in accordance with respective detail. shown on plans for proper execution of site construction. coverage for planting areas is complete and adequate. Furnish all materials bidding purpose,because soil conditions may change drastically from the time these B. No material or methods shall affect the landscape planting or hydroseed In absence of detail drawings or Specifications pertaining to specific itemsE. Traffic: The Contractor is responsible for all temporary traffic barriers and detours and perform all work required to correct any inadequacies of coverage due specifications were developed to the time the actual soil conditioning take place. germination. No material or method shall render the job site unusable for more required to complete work, perform such work in accordance with bestrequired by him for the construction of the project. All temporary traffic barriers to deviations from the Drawings, or where the system has been willfully Therefore, the Contractor shall obtain his own soils analysis at a rate of one per than 10 days from date of application. standard practice with prior approval of City of Rancho Cucamonga. and detours shall conform to all conditions required by the City or governing installed as indicated on the Drawings when it is obviously inadequate, every 25,000 square feet of planted area. These soil tests shall be conducted by an 6.05 Non-Selective Herbicides: 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture authorities. without bringing this to the attention of the City of Rancho Cucamonga. approved Agronomic soils testing laboratory approved by the project Landscape Non-selective contact herbicide and/or non-selective systemic herbicides(as before installation. Installation and solvent welding methods shall be as 1.05 Defective and Unauthorized Work: This test shall be accomplished before any ground cover is planted. Architect and City. Copies of the soil test to be provided during the Pre-construction recommended by the Pest Control Advisor) recommended by the pipe and fitting manufacturer. 8. Upon completion of each phase of work, the entire stem shall be tested All work which is determined by inspection to be defective in its construction or PO P P system job conference. 6.06 Selective Herbicides: 5. On PVC to metal connections, the Contractor shall work the metaldfiii deficient n any of the requirements of the plans and specifications, shall be remedied and adjusted to meet site requirements. 3.05 Finish Grading: Selective pre-emergent herbicides compatible with seed mixtures (as recommended connections first. Teflon tape or approved equal, shall be used on all or removed, and replaced by the Contractor at his own expense in a manner acceptable After rototillin operations are complete, de areas to establish finish des b the Pest Control Advisor)t threaded PVC to PVC, and on all threaded PVC to metal joints. Light 3.07 MAINTENANCE to the Landscape Architect and City. g P �P , gm gm Y ) for planting. All flow lines shall be maintained and proper tolerances shall be 6.07 Weed Eradication: wrench pressure is all that is required. Where threaded PVC connections A. The entire irrigation system shall be under full automatic operation for a period of 1.06 Inspections: met after settlement at the end of the project maintenance period. If in the opinion of the Pest Control Advisor,perennial grasses and weeds are required,use threaded PVC adapters into which the pipe may be solvent welded. seven (7)days prior to any planting. The Contractor shall arrange for inspections by notifying the Landscape Architect, E. Line Clearance: B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. City and governing authorities, 24 hours prior to time of inspection, unless Finish grading shall leave surface of the ground uniformly smooth and free of existing in the planting areas will require control prior to removal, spray these 1. All lines shall have a minimum clearance of six(6) inches from each other 3.08 CLEAN-UP otherwise noted. Inspections shall be as listed below,but not necessarily in this abrupt grade change. areas per Pest Control Advisors recommendations. and twelve (12) inches from lines of other trades, with the exception of the Clean-up shall be made as each portion of work progresses. Refuse and excess dirt order. Only the inspection pertaining to the project scope of work will apply: 3.06 Coordination: A. Prior to the installation from planting areas. of the irrigation system remove and clear all weeds and fr control wire sleeve(s) which shall be installed adjacent to pressure supply shall be removed from the site, all walks and paving shall be bloomed or washed down, Rough Grading. Weed abatement work shall be coordinated with the installation of the irrigation deleterious materials line. Parallel lines shall not be installed directly over one another. and any damage sustained on the work of others shall be repaired to its original condition. Drain Lines and Catch Basins. system mtotilling and soil amendment work, and planting. (See Weed Abatement Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of F. Automatic Controller Assembly: Irrigations main line pressure, coverage & em tions test). section). 1" - 2" below the surface of the soil. Physically remove all weeds from the site. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 8 ( P � g � oP� ) Install as per manufacturer's instructions. Remote control valves shall be connected to A. The Contractor shall operate each system in its entirety for the City of Rancho Soil Preparation and Finish Grading. PART 4 -TREES AND SHRUBS PART 7 -LANDSCAPE MAINTENANCE controller in numerical sequence as shown on the Drawings. Plant Material (delivery&placement). 7.01 Sco a of Work: Cucamonga at time of final observation. Any items deemed not acceptable by the 4.01 Scope of Work: P G. High Voltage Wiring for Automatic Controller: Substantial Completion Inspection (at completion of landscape Provide all materials labor and equipment necessary for 1. 120 volt power connection to the automatic controller shall be provided b City of Rancho Cucamonga shall be reworked to the complete satisfaction of the improvements) 7 Days. Provide all material, equipment, and labor necessary to install all trees and shrubs � �� aTY � �incidental�� y City of Rancho Cucamonga. P ) - Y as shown on plans, as reasonably implied and as delineated in the specifications. performing all maintenance requirements as reasonably implied or as delineated in the Contractor. Final Inspection(after maintenance period)- 7 days. the specifications including,but not limited to the following: B. The Contractor shall show evidence to the City of Rancho Cucamonga that the 4.02 Products P 8� g: 2. All electrical work shall conform to local codes, ordinances, and union City has received all accessories, charts, record drawings, and equipment as required The contractor shall arrange a Preconstruction job conference with the Landscape A. Nomenclature -Plant names indicated on the drawings conform the "Standard Plant Maintain all plants and planted areas. authorities having jurisdiction. Architect and City a minimum of seven(7) days prior to the beginning work. Kee planted areas free of weeds and debris. before final site observation can occur. Names established by the American Joint Committee on Horticulture. Except for P H. Remote Control Valves: 1.07 Guaranties: names covered therein, the established custom of the nursery is followed. Prune trees and shrubs. 3.10 SITE OBSERVATION SCHEDULE ground cover, bedding plants and lawn shall be Fertilized all plants and planted areas. 1. Install where shown on the Drawings. Where grouped together, allow at A. Plant Materials: All trees, shrubs, B. Condition-Plants shall be symmetrical,typical for variety and species, sound, P least twelve(12) inches between adjacent valve boxes. Install each remote A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in guaranteed from date of final acceptance of landscape construction for periods health vigorous, free from plant disease insect pests, or their a and shall have Irrigation. control valve in a separate valve box. advance for the following observation meetings, according to the time indicated: as follows: y' g P gam' � g g � g healthy, normal root systems, well-filling their container,buy not to the point of Insecticide spraying. I. Flushing of System: 1. Pre-Job Conference - 7 days Trees 24"box& larger 1 year being root bound. Plants shall not be pruned at anytime, and in no case shall trees 7.02 Fertilizers: 1. After all new sprinkler pipe lines and risers are in place and connected., all 2. Pressure supply line installation-24 hours Trees 15 gal. & smaller 1 year be topped. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 necessary diversion work has been completed, and prior to installation of sprinkler 3. Lateral line and sprinkler installation- 24 hours Shrubs All sizes 120 days C. Trees and shrubs shall be growing at a recognized nursery in accordance with good Gro-Power Controlled Release Nitrogen, as designated herein, or approved heads, the control valves shall be opened and full head of water used to flush 4. Automatic controller installation-24 hours Ground Cover 120 days horticulture practices and shall be of the size and caliper normally associated with substitute as required by the Agronomic soils report. Available from Gro Power out the system. 5. Control wire installation- 24 hours Bedding Plant 120 days the container size specified on plans. Removal of all tags, labels, nursery stakes and (909) 393-3744. 2. Sprinkler heads shall be installed only after flushing of the system has been 6. Pressure supply line and lateral line testing-48 hours Lawn(sod) 120 days ties from all plant material prohibited until the approval of the Landscape Architect or City. B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and accomplished to the complete satisfaction of the city of Rancho Cucamonga. 7. Coverage test-48 hours Lawn(seed) 120 days from first mowing D. All plant material delivered to the site showing signs of damage or disease or is 24% sulfur and shall be registered as an agricultural miner, with the State J. Sprinkler Heads: 8. Final observation - 7 days Guarantees begin after the project acceptance by City and at the end of the 180-day insufficient in size to carry out the intent of the planting plan will not accepted and Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to B. When observations have been conducted other than the City of Rancho Cucamonga, maintenance period. Landscape Contractor shall replace and plant all materials which will be replaced at Contractor's expense. Section 1030 of the Agricultural Code.g be installed in this work shall be equivalent in all respects to those itemized. show evidence in writing of when and by whom these observations were made. have died within the time span stated above, at no cost and within 5 days from receiving E. Sizes of Plants - Shall be as stated on the Plan. Container stock(1-gallon, 5-gallon, 7.03 General: 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. C.No site observations will commence without "As-Built" record drawings. The written notice from the Landscape Architect or City. If dead material is not replaced and 15-gallon) shall have been grown in containers for at least one (1)year,but Maintenance shall start immediately after landscape irrigation and planting. In no case shall the spacing exceed the maximum recommended by the contractor shall not call for a site visit without "As-Built" record drawings, without and planted within the 5 day period, City may replace dead material with new material not over two(2)years. Maintain all plants and planted areas on a continuous basis as they are installed manufacturer. completing previously noted corrections, or without preparing the system for said visit. and charge the Landscape Contractor for all expenses incurred. F. Substitutions - Substitutions for indicated plant material will be permitted provided during the progress of the work, and continue to maintain them until final B. Construction Materials: The contractor shall guarantee all workmanship and the substitute materials are approved in advance by the City, and are made at no acceptance of total project. Replace any dead or dying plants as directed by the 3.04 TEMPORARY REPAIRS CONCRETE SPECIFICATIONS materials for all site development, for a period of one year from date of final additional cost to the City. Except for authorized variations, all substitute plant Landscape Architect and City representative. PART 1 GENERAL acceptance of project. A. Irrigation: Operate irrigation system on an established to maintain all The City reserves the right to make temporary repairs as necessary to keep the sprinkler materials shall conform to the requirements of these specification. g OP g Y ProB� 1.08 Material and Labor Releases: plants and planted areas in a health condition. Irrigation stem run-off shall be system equipment in operating condition. The exercise of this right by the City shall not 1.01 Description Upon completion of the work the Contractor shall sent to the City, signed les G. Plants Not Approved - Plants not approved are to be removed from site immediately P P Y g system sP gum For concrete information refer to the Standard Specifications for Public Works P P ty gn ecP and replaced with suitable plants. The Ci reserves the right to reject entire lots of kept to a minimum. Damage to irrigation system resulting from maintenance and relieve the Contractor of his responsibilities under the terms of the guarantee as herein P P t3' P of all labor and materials releases for all work performed under Site Development. plants represented b defected samples. equipment and/or maintenance personnel, shall be restored to its original condition specified. Construction(Green Book: Edition per the City of Rancho Cucamonga). Refer 1.09 Disposal and Clean-up: P � y P to Sections 4, 201, 303, and 400, as well as another section related to the P H. Stake all trees, as per details immediately after planting to prevent wind damage. at no cost to the City. Failure of any part of the irrigation system shall be brought Y Remove all waste materials (including excavated material classified as I. Plant trees that are to be located in lawn or and cover areas after finish des to the attention of the City. No repairs other than emergency repairs shall be 3.05 EXISTING TREES installation,per and post installation of concrete work, materials, labor, and �° � unacceptable soil material) trash and debris generated or encountered during the accomplished without written permission from the Where it is necessary to excavate adjacent to existing trees, the Contractor shall use � are first established and allow at least 7 calendar days prior to installation of said P PeTrr► City. clean-up. The Standard Specifications for Public Works Construction is available from: course of landscape construction, and legally dispose of it. During the course of B. Weed Control: K all planted areas free of weeds and debris b cultivating areas all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) lawns or ground cover to provide for thorough watering of trees. All planting holes Keep P Y g BI Building News the work,remove surplus materials from the site and leave premises in a neat at intervals not to exceed 10 calendar days. inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in shall be excavated as defined on appropriate details. 3055 Overland Avenue and clean condition. Clean up and remove all remaining debris and surplus The Contractor ma elect to remove such concentrations of weeds manuall or b diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall 4.03 Soil Amendments: Y Y Y Los Angeles, 5 90034 materials upon completion of work leaving the remises neat and clean. be heavily wrapped with burlap to prevent scarring or excessive drying. Where a 310 202-7775 P P g P Soil amendments shall be as recommended in the Agronomic soils report an approved herbicide program. ditchingmachine is run close to trees having roots smaller than two 2 inches in ( ) The site shall be cleaned upon the request of the inspector. C. Pest Control: Spray all plants and planted areas at beginning of maintenance g ( ) 1.02 Scope 4.04 Trees Stakes: P Y P P diameter, the wall of the trench adjacent to the tree shall be hand trimmed,making clean PART 2 -EXECUTION Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for Program and as may become necessary thereafter by an approved method of pest Furnish and install all concrete work complete as indicated on the drawings oras control to keep all plants and planted areas free of insects and disease. Method cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats further information. specified, including but not limited to the following: 2.01 Protection: shall be reviewed b the Ci prior to an applications. Pest Control shall include of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four(24) Y City P Y PP Keep all plant material delivered to site in a healthy condition for planting. Plants PART 5 -GROUND COVER AND BEDDING PLANTS hours; and where this is not possible, the side of the trench adjacent to the tree shall be A. Furnish and set all reinforcing steel,bolts, and anchors. Gopher control. kept shaded with burlap or canvas. B. Install all items required by other trades which are to be cast into concrete. shall not earth allowed to dry out. Bare root stock shall be separated and heeled-in, 5.01 Scope of Work: D. Pruning: Prune all plants as designated and directed by Landscape Architect, at in most earth or other suitable material until planting. Balled and burlapped plants C. Concrete mow strips, footings for walls, fencing,posts,benches,etc., where Provide all materials and equipment and perform all work necessary for and start of maintenance program and continue to prune plants as directed or as may 3.06 FIELD QUALITY CONTROL applicable. shall have root ball covered with moist sawdust, wood chips or other suitable incidental to installing all ground cover and bedding plants, as shown on plans, as become necessary until the end of the maintenance program. Where it is necessary to excavate adjacent to existing trees,the Contractor shall use material until planting. 1.03 Protection reasonably implied,or delineated in the specifications. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth all possible care to avoid in' to trees and tree roots. Excavation in areas where two 2 2.02 Installation: PO Jm'Y O All finished concrete work shall be barricaded to pedestrian traffic for three(3) days. 5.02 Bedding Plants: as necessary to achieve and overall even appearance. Exterminate gophers and inch and larger roots occur shall be done b hand. All roots two 2 inches and larger in Detailed layout of plants within the planting areas shall be performed by Contractor asg Y ( ) arg Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, Perennials and Annuals: Provide healthy container grown plants from a moles; repair damage. diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall and approved by the Landscape Architect and City prior to planting. place and remove all of his own barricades. Contractor shall be responsible for any recognized nursery, and of the species and variety shown on plans. PART 8 -ACCEPTANCE OF PROJECT be heavilywrapped with burls to prevent scarring or excessive drying. Where a Soil excavated from planting holes shall be amended to backfill around trees and PP P Pte' 8 th'Y� g• damage to new construction and replacement or repair of the work shall be made 5.03 Ground Cover: 8.01 General: ditchingmachine is run close to trees having roots smaller than two 2 orches in shrubs using the following mixture: S ( ) without added cost to the City. Ground Cover: Provide ground cover of the species shown on plans. Ground Upon completion of installation, a maintenance period of a minimum of 180 days diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean Native, On-Site Soil with rock no greater than 3" in diameter Po mP � P Y J 8 1.04 Clean-up cover shall be established and well rooted in flats or similar containers. for all landscaped areas is required prior to final acceptance of the work b the Ci cuts through. one 1 inch and larger in diameter shall be painted with two coats Gro Power Plus, 5-3-1 151bs/cy P � P eP Y City. 8h ( ) g P Upon completion of all concrete work and before final acceptance,the Contractor 5.04 Mulch: The Commencement date for the maintenance period shall commence n written of Tree Seal ore equal. Trenches adjacent to tree should be closed within twenty-four 24 Iron Sulfate 2 lbs/cy P� � q J tY- ( ) shall remove all tools, surplus materials, apparatus, debris, etc. from the site and the Mulch: Shall be of compacted wood chip fiber. approval for all phases of planting installation b the Ci Public Works Inspector. hours; and where this is not possible, the side of the trench adjacent to the tree shall be site shall be left in a clean,neat condition acceptable to the City. (To be used for bidding purposes only,verify with Agronomic Soils Test.) PPro P P g Y City 5.05 Coordination: Maintenance period shall be adequate to verify plant characteristics and establishment. kept shaded with burls or canvas. After backfilling, construct a 3" earthen berm to form watering basin around each P q fY P eP P A. Do not have plants delivered to the job site until site conditions are ready for planting. A. Two inspections shall be made that affect the establishment period: The first after all plant, to allow thorough water-in and establishment. P P PLANTING SPECIFICATIONS P � If planting is delayed, keep plant roots moist and place in a sheltered location plantings have been completely A. Adjustment of the System: Prior to installation of turf and ground cover, remove water basins from around p y installed in order to approve the beginning of the PART 1 - GENERAL protected from the sun, wind and other damaging elements. _establishment period and the second at the end of the establishment period. If 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance trees and shrubs. Berms in turf areas to be removed prior to City acceptance. -- 1.01 Scope of Work: B. Soil preparation and fine grading shall be completed and trees and and to prevent overspray onto walks, roadways, and buildings as much as possible. P __ _ plantings are not acceptable at the end of the 180 day period, due to defective Contractor shall vide all materials labor and equipment incidental to and shrubs installed prior to bedding plants and ground cover planting. then continue establishment until all work meets with the 2. If it is determined that adjustments in the irrigation equipment will provide PTO � �� PART 3 - SOIL PREPARATION AND FINISH GRADING _ __ maintenance, recess for completing all work, as indicated on the drawings, as reasonably 5.06 Installation: proper and more adequate coverage, the Contractor shall make such adjustments necessary p g rk, g , y Specifications and can be approved. 3.01 Scope of Work: Plant ground cover and bedding plants in moist soil and space as indicated on implied, or as delineated in the Specifications as follows. B. At termination of establishment period all plant material shall be live,healthy, prior to planting. Adjustments may also include changes in nozzle sizes and A. Provide all materials and equipment, and perform all work necessary for and plans.Each plant shall be planted with its proportionate amount of soil so as 1.02 Standards: undamaged, and free of infestation. Inferior plantings shall be replaced and degrees of arc as required. incidental to the soil preparation and finish grading of all planting and lawn areas as to minimize root disturbance. Soil moisture shall be such that soil does not crumble 3. Loweringraised sprinkler heads b the Contractor shall be accomplished within All work and materials shall comply with governing codes, safety orders, brought to a satisfactory condition before final acceptance of work will be made. P Y P shown on plans, as reasonably implied, or as delineated in the specifications. when removing plants from container.Regrade planter areas after planting,to standards and regulations, and meet the minimum requirements of the Standard All areas shall be neatly raked and free of weeds. ten(10)days after notification by the City. B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise Specifications For Public Works Construction (Green Book) latest edition. C. Cleaningand finish din of planters areas and planting areas. 1.03 Quality Assurance: grading P P g material shall be spread over the entire planter area after grade is established. designated on the Drawings. 3.02 Topsoil: Watering shall begin immediately after mulching. (Grading shall accommodate the mulch) A. All Contractors performing Site Development work,must be licensed in accordance 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so with the laws of the State of Existing on-site soils listed as 'acceptable'under'Site Grading' specification. 5.07 Protection: California.. that each lateral operates at design pressure. B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be Erect temporary fencing or barriers to protect planted areas from B. Contractor shall provide the Landscape Architect and the City with a list of o ��%DSC4p DESCRIPTION OF REVISION DATE CITY B. Testing of Irrigation System: sandy textured. Silt plus clay content of this soil shall be no greater than 15%by damage prior to final acceptance. o F Subcontractors and Material Suppliers expected to be employed during the course g P ��� �o L PO(N 4,p APPROVED: 1. The Contractor shall request the presence of the City of Rancho Cucamonga in weight. The boron content of this soil shall be no greater than 1 part per million as PART 6 -WEED ABATEMENT ~ �� 2782 '� c�, of construction. �� writing at least 48 hours in advance of testing. measured on the saturation extract. The sodium absorption ratio (SAR) shall not � ! �+ C. Contractor shall obtain and keep in force Public Liability and Property Damage 6.01 Sco a of Work: CITY TY O F RANCHO C U CA M O N G A 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, P Insurance during entire course of the Construction Contract. The amount of Provide all material equipment, and labor necessary to perform inch and prove watertight. insurance shall be determined b Ci samples of the imported soil shall be submitted to an agronomic soils testing � aTY Note: Testing of pressure main lines shall occur or to installation of the Y ty' laboratory, approved b the project Landscape Architect for analysis prior to use. all work as indicated on plans, as reasonably implied, and as D d CHURCH STREET MEDIANS g pT ry� PP Y P%1 P Y P J+ �Q- D. Prior to start of site development work the Contractor shall notify the Landscape delineated in the specifications. l' electric control valves. Result of testing to be delivered to City for approval. Soil test to include analysis � -4�• �„p- � TRACT 1386 Architect and City to give starting and completion dates. Contractor shall also 6.02 Quality Assurance: F �O 3. All piping under paved areas shall be tested under hydrostatic pressure of supply the Landscape Architect and Ci with the name and telephone number of and recommendations. �' OF ck 150 pounds per square inch and proven watertight prior to paving. PP Y e �' 3.03 Soil Amendments: A. The Applicator of all weed control materials shall be licensed by the State of the person in charge of the work. California as a Pest Control Operator and a Pest Control Advisor in addition to any SPECIFICATIONS 4. Sustain pressure in lines for not less than six(6) hours. If leaks develop, All soil amendments shall be as specified in the Agronomic Suitability/Fertility OP 1.04 Responsibilities and Coordination: subcontractor licenses that are required.replace joints and repeat test until entire system is proven watertight. A. Permits: The Contractor shall obtain and a for all permits and inspections soils report furnished by the Contractor q LE1AlIS HOMES pay P 3.04 Soil Preparation: B. All materials and methods must conform to Federal, State, and Local Regulations. required by governing authorities for the work to be performed. All work on irrigation shall be fete and inspected for recommended 6.03 Submittal: APPROVED BY B. ExistingConditions: The Contractor shall verify all conditions and dimensions ga complete / DATE. 4Z 4- approval and, fine grading completed, prior to mtotilling and prior to soil Prior to the installation of any weed control materials,the Landscape Contractor C I TY E N G I N E E R RCE N 0 24953 shown on the plans at the site prior to commencement of any work under this amendment work shall submit to the Landscape Architect/City a list of the weed control materials and contract. The Contractor shall verify the location and depth of all underground quantities per acre intended for use in controlling the weed es valent and DESIGN 00 Cr I- LADED Underground Service Alert utilities or to start of work. After rough grades have been established, prepare all lawn and planting areas by � P g � � tilling or cross ripping to a depth of 12". All rock and debris more than 2" in diameter expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor SS SIT IES C w P [ cm Call: TOLL FREE shall be removed from the site, except for areas that are to be sodded, in which all DRAWN . ,mti".•,u,. =1•,,,, 1-800 rock and debris more than 1" in diameter shall be removed. CB t pla"nfn hb-Ift-o m 1 2 B OF-12- 422-4133 F2422-4133 CHECKED2792 DRAWING NO. R.L.A. LA0. Two W MtNc DAYS KFORE You Dec SS DATE 7-14-01 FILE N0. 152,Z- L SHEET OF