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I • _� `3•' •����. "" — —... �- — _.. ��M �.�•._a.s 4 w�l-L•��<.�.�evn�-!r�-.+l.u. w.mss+-r-we•�.,.� - ' ...-. —"- eaf ab 1=j 1 • .- �y, , Ix IFAK OI NT Or CONNECTI ON-CONNECT TO 1� " WAT::R Mi•.TER �G� X00 ) / D /2" SERVICE BY OTHERS FOR IRRIGATION . 1 5QR 1 XISTING WATER PRESSURE , 60 P.S .I . 1 INIMUM OPERATING PRESSUREI 60 P.S .I . 1 � j, J � IRRIGATION DEMAND: 0 G.P.M. 1 i� BACKFLOW 1 PREVENTER i''Jr. I'r i r_ 0Emi 1 r 11+HIRv ISC-32 3Z SIATION AUT.,MAIIC CONTRUi 'I-,. i�� " MOUNTED IN A MYERS MEUG-I -M METERED POWER � ` iD CONTROLLER ENCLOSURE . �� N i - 1 1 i z 2 NOTES LL 1AMzri Lmj 11 SCALE: 1" = 30' - 0" 1 • TNIS SPRINKLER SYSTEM DESIGN IS BASED OR THE' MINIMUM OPERATING PRESSURE SHOWN Q 1 ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION . THE IRRIGATION CON- 1 >, TR'CTOR SHALL VERIFY NATER PRESSURE ON THE SITE PRIOR TO CONSTRUCTION . REPORT 1 rANY DIFFERENCE BETWEEN THE NATER PRESSURE INDICATED ON THE r)RAWTNCS Ahn THE Q 1 1 r�2 ACTUAL PRESSURE READING AT TILE IRRIGATION POINT OF CORRECTION TO THE OWNER'S 1 AUTHORIZED REPRESENTATIVE. I ' � LEGEND 2• CATIONPER WILL ONTRACTOROvrDE SHALLRMAKER�NALRH00KLUPCE �STA�NO�14�ADIRIECT BURIAL I 1 SYM 101, MANUFAC�'t�RER MODEL NUMBER �E FRF kU RADIUS DETAIL R$p 1 IRRIGATION NIRS (BLACK PILOT. WHITE CODON) . USE EPDXY CONNECTORS AND BURY 1 • RAINBIRD MPR 1804 -SAM- 12F LAWN 2 .60 30 12G MIRE WITH MAIM LIKE, BUNDLED AND TAPED TOGETHER EVERY TEN FEET . FORM EXPAN- SION COILS AT EACH REMOTE CONTROL VALVE ARD CHANGE OF DIRECTION• INSTALL } SCHEDULE 40 PVC SLEEVES UNDER ALL PAYING . 1 r ` _AL RAINBIRD MPR 1864-SAM-12H -\ LAWN 1 • j0 ju 12 •- G 1 ` j. ALL PIPING BETWEIN THE POINT OF CONNECTION AND BACKFLOW PREVENTER AND/OR SHADE RAINBIRD MPR 1804-SAM-12T LAWN • 87 30 12 ' G VACUUM BREAKERS SHALL BE OF MATERIALS AND INSTALLATION METHODS REQUIRED BY STRUCTUR RAINBIRD lNF;? iAn4-SAM-12Q LAWN .65 30 12 ' THE LOCAL CODES .,C ' 1 4. ALL PIPING UNDER PAVED AREAS SHALL BE INSTALLED PRIOR T-3 PAVING, BY THE IRRI- RAINBIRD MPR 1804-SAM- ] SH LAWN 1 . 85 30 ] 5 ' G �f 1 CATION CONTRACTOR . USE PVC SCHEDULE 40 PIPE FOR ALL NON-PRESSURE LATERAL LINE 1 \AL RAINBIRD MPR 1804-SAM-15T IAWN 1 . 23 30 15• G PIPING INSTAIZED UNDER PAVED AREAS . INSTALL ALI, SLEEVING FOR PRESSURE LINES " RAINBIRD MPR 1804-SAM-15Q LAWN •93 30 15• G AND CONTROL MIRING. PLUS ALL NON-PRESSURE LATERAL LINE PIPING UNDER PAYING PRIOR To PAVING PER IRRIGATION PLAN . 1 2 a RAINBIRD MPR PA-8S-8H-FI.T SHRUB . 79 30 80 H 1 rl RAINBIRD MPR PA-8S-8Q-!•'i.T SHRUB S• FINAL IOCATION OF AUTOMATIC CONTROLLERS) AND BACKFLOW PREVENT (S) SHALL BE 1 1 39 30 B. H APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 1 LL RAINBIRD 11PR 1806-SAM-8H-NI,T SHRUB • . 79 10 8' I 3 6. THIS DESIGN IS DIAGRAMMATIC. EQUIPMF.RT SHOWN IR PAYED AREAS IS FOR DESIGN j 1 b- RAINBIRD MIR 1806-SAM-8Q-F1,T SHRUB • 39 30 8• 1 CLARIFICATION ONLY AND IS TO BE INSTALLED WITIHIN PLANTED AREAS WHEREVER 1 W RAINBIRD MPR PA-8s-12H SHkUB 130 30 12 ' H LAND5C-APE IMIGArIoN POSSIBI•E. ; ; . PLANS 5HALL REFLECT 1 ".ATNRTRD MPH PA-BS-12Q SHRUB .65 30 12' H THE F2EVI5ED WALL SUiRrACE 7• IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL READS FOR MAXIMUIM 0 INDICATED ON TW_ PERIMETER PERFORMANCE AND TO PREVENT OVERSPRAY ONTO MAIM, DRIVES. AND BUILDINGS AS MUCH 1 Z I RAINBIRD MPR 1806-SAM-12H SHRUB 1 . 30 30 1? I AS POSSIBLE. TNIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT RAINBIRD MPR 1806-SAM-12Q SHRUB . 65 j0 12 I WALL ?L 51 RE\A5ED J011-AE 26119B& EXISTING SITE CONDITIONS AND THROTTLING TICE FLOW CONTROL AT EACH VALVE TO 1 Q W I AND SHALL M FIEI..D VERIFIED OBTAIN THE BEST OPERATING PRESSURE FOR EACH SYSTEM. �•• 1111131149 MPR PA-88-15H sHRUR--- 4-.6S 30 35, µ-- FOR CbZ*Z£CTQF_SS. ol !). DO NOT NILLFULLT INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE • A I Z Q 1 RAfNB!R PR PA ESQ S i L FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT �►+^Sc�„f 1 jRAiNBIRS MPR 3866 SAM 15W GmRub 1 . 85 30 is- KNOW11 DURING DESIGNING . SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF q, �. 0 ' o� THE OWNER'S AUTHORIZED REPRESENTATIVE. OTHFRWISE T� IRRIGATION CONTRACTOR ' 1 .,,J -+E------m`I1$If1D-�►4 A#4-� 1 '� ' " I DUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS . 1 RJ3 SAM—I5Q .--S}fLIC. No. C1 RAINBIRD MPR A-8S-B22H-SS SHRUB 1 .20 9• IRSTAIL COMFONEITTS AS CALLED FOR IR SPECIFICATIONS AND DETAIL DRAWINGS. l # q� � 1 30 22• H '(It� 10. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF CATE IMu 1 RAINBIRD MPR A-8S-B22T-SS SHRUB -90 .30 22• H WITH ALL GRADE DIFFERENCES CATIONS OF WALLS, RETAINING WAILS ET'C . • HE sr� i' RAINBIRD MPR A-BS-B22Q-SS SHRUB ' . 80 j0 22 • }{ SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER�SUBCONTRACTORS a� �.+►►' 1 1 RAINBIRD MPR 1806-SAM-B2IH-SS SHRUB 1 .20 FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS/UNDER 1 30 22 I ROADWAYS, PAVING. STRUCTURES . ETC. . i 1 RAINBIRD MPR 1806-SAM-B22Q-SS SHRUB .80 s 30 22' I 1d 11 • IN ADDITION TO THE CONTROL MIRE SLEEVES SHOWN 011 THE DRAWINGS THE IRRIGATION 77-7 RAINBIRD MPR A-8S-H16H-SI.A SHROB 1 . 20 30 ' 16• H 1 Z CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SIEEVES I 1 �m H •0 RAINBIRD MPR A-8S-B16T-SLA SHRUB .90 160! SUFFICIENT SIZE UNDER ALL PAYED AREAS . �` 1 3 1 k& RAINBIND MFR A-8S-B16Q-SLA SHRUB .80 30 16• H o RNtJe1rP Zzoo ' Ate, SHRUB 2.00 4- AM 1 � • �IN�IpP �FI�'GP �1�6 �IG GOrI'f12d_ ll� C%I?-f�"� F��'tEU� F = 1 Z O RAINBIRD N33DAC QUIOK COUPLING VALVE - USE KEY N33DK E SHEETS L-Z L-d I . NIBCO T-113 LINE SIZE GATE VALVE U V O 1 FEBCO #805Y DOUBLE CHECK BAC 5 KPLOM pREVENTER M/GATES C SOUTARS �1 . I IRRIGATION C' CONSULTING a ICI SHEETS L-1� L-6 -r r ___.. A»1w�+vA�11AVIN1LCA9171/0(11/)Ni�4o `5EE 'S L.-2 O RAINBIRD "ISC" AUTOMATIC CONTROLIER IN MYERS "NEUG" ENCLOSURE A c `` MODEIS NOTED N101JI F A I N clTr 1 - DESCRIPTION OF REVISION OATS Ar►ROVED ....... PRESSURE MAUI LINE LINE p2 PE-1►0)R 1-. U3E PVC SCH. Opt• FOR 2" t LARGER USE `y ► PVC CLASS 315 (SIZES NOTED) ( . NOM-P SSUFr -^LD A T 7-INE PIPE- USE U9E 'PVC MINIMUM CLAS 200 (S$E P2 PffI CITY 0F RANCHO CUCAMONGA A • SIZING CODE) Ls,m_r WMII MAIA.'LINE PIPE ENCLOSED WITHIN A 4" SCM. 40 PVC PIPE SLEEVE _ MATCH LINE Z=="-__= 21 PVC SCH. 40 ELECTRICAL IRRIGATION CONTROL MIRE SLEEVE ' TRACT O. 12802 SEE SHEET L-3 L 3 •• - W . z i AI't-�> �1� O r�1 r--- t��1P -oma �(`rl /.II 3 1 „ IRRIGATION PLAN,00 • PIPE SIZING CODE (LATERALS Or LY) `_ /t` • , 0 J1 3/4" !'-CONTROLLER STATION ' r1p APPROVED BY. DATE: " ) " . � ,�, �Y CITY ENGINEER RC E W. F q 1 -VALVE SIZE �� ` - ,1�!'�� n ` '- Da<sicN RfCOMMENdED `� Lar Carlson, Inc. _Lftle C 1 1/4„ �PLow IN G.P.M. �.\ .� - �1�, _:,,,:, i , SHEETS L-S L-T _ 1 1/'2 I' , DRAWN SHEE T 2« —VALVE SIZE _�Y�A A f. N Landscape Architecture KEY MAP VIza Is MANUAL SYSTEMS -FLOW IN G.P.M. INDEx MAP E%Z 1830 NORTH ACACIA AVENUE CHECKED FULLERTON.CALIFORNIA 92631 DRAWING NO I I 5 c' T TEL (714)525.1137 Ell I t lam• r,; : .;1 kV 1 Cr. L: i i r..� r'l n I ,tih�.;ATI (4i �+ Z ,u 1 J,X1,3141� V. 'TE 1R1•.:; ;UR1;: 56 P.S .l .1jrilr-iiltil LIFER iTIt,G i i4ESSURL3 56 Y.S .I . 1'' ,IK I R"1GA:'1 N 1 1.6iAND 48 G . F .M. a mOUN TAIN VIEW DR. 3 LEI z - - (7 rJ PROJECT LIMIT10 1't.rwf 14 1; ' i. .. i :. I1 i•i{. 1•: IJ "� -I''. Ill ,'!^' . �� ' / Q Z NORTH-SOUTH TRAIL Q AM 1 � t 1 r ® _ I 't l Z H I - to 1Q w SCALE 1 30 1 ,b. COUNTRYVIEW DR. � 1 / L.r / Zyi LU ,y7. Z Z O ; --NORTH-SOUTH TRAIL 1 r O 0 1 1 1 t . WX11 OUNTRYV DR. 1 ' l`-IANL�+ t/ �� / p1DSCgp� 1 I � c,�R� qp�y � ie1 l T fP 1 v « � { 1 ' DATE fF F C 1 1 DESCRIPTION OF REVISION DATE CITY 1 A►►ROYto I', 1 2 CITY OF RANCHO CUCA MONGA 3 TRACT NO 1 . 12802 oz IRRIGATION PLAN -71 \ APPROVED BY: DATE: CITY ENGINE RCE NO. DESIGN NP► REC1MMENDED GREENWAY CORRIDOR L rYCarlson, Inc. FA4S_ \�\ F PSR SOUTARS DRAWN Landscape Architecture SHEET Z�\\ I IR IGATI ON A1 _ 1830 NORTH ACACIA AVENUE �� 1 ►A'T r� � \�\ �' CHECKED FULLERTON.CALIFORNIA 92631 ORQWiNG NO C NSULTING - r TEL: (714) 525-1137 a�twlNVA�t•IIrvIKdcA�t�I�•I>'�nal�tw L2 OleI - L_ NORTH—SOUTH TRAIL POINT OF CONECTION- CONECT TO 11" WATER METER WARWICK CT W/ 2" SERVICE BY OTHERS FOR IP.".InATION. • EXISTING WATER PRESSURE: P.S. I . MIN!UM OPERATING PRESSURE: ?)OP.S. I . 11" DOUBLE CHECK VALVE-TYPE f EAK IRRIGATION DEMAND: 32 P.S. I . BACKFLOW PREVENTER DEVONSHIRE CT FANDCONTROLLER ISC- 16. 16 STAT ON AUTOMATIC ( ONTROLLLR Y ED IN A MYERS MUG- I - M METERED POWER ENCLOSURE. c• I JJ 949Wo Apr_A. . -- -- --- --_-- MATCH LINE SEE SHEET L- 1 FOR IRRIGATION PLAN M BELVEDERE PL ` • MATCH LINE SEE SHEET L-.2 FOR IRRIGATION PLAN' \ an 1010 1010 I • l _ �_ --- IN, memo �.�� Q• "! FL G � (yb ,law Lia s '°'i �,J1.✓C�Ct GREENI�/AY CORRIDOIL FUTURE HOUSING _ NOTE'-- OTE : i�r�.Tiol-J o�-1 �a.+-t�J�il� � b'-o" • I i nr- la v-e 1-�rH w I L L. Imo. 11J5Ta1_L r_0 A5 A f-4T wCE-#�►W J� �/L_o�'t''i le►�T A ovrT cr -f NG ~~ SCALE: 1 "-30' o c--� wra•tso rtrw tic �q a I\PK Al Von"t Nar t>H K ttarttt\ w+seal MR taraUt w " " "R " 'R loc.A- ()CM � A►. �` w ww. icer t- 1 �Nawalf ww � �t+tlww- SWAM !* ars` 1 Pit owilem It Q • \t►ittt all MOL"m 4 • rnw-�M F �llhs•t-6 cam •t-n-lsls ttrAwy � I It'far or lR • 1 pN���AP Q wtsr-t1s i i _—, �� ,� i- A R� 0 to�.tatllwa floot\wry Pf►ww �� f q • �/� w/�twtllt� waslA O ��� fe10ttwrwttlt � LIC. No. 1425 ® f#m calm t M Ktrwv 11mm Am caarrNmro tylctmvw � walls. wAwslt w � • I � w �� Q waw M7A r • w�(�. (r.,. Plltltlp ce•ttltrt ta+�-**"M VM "IN 1W" wf�tAlutnf nwnq ® f MAi11 p1.A!! iu�r 1—er�l i•ittrt M am wave + tames wr w� * _�'061— O Ir PW 110.11 al ZP [l l ® UP"W tau M (D COLLI dJ1eL K w oLon wwmm O 10r 4 M 4a matt msi K *,P*" Ra M! C A T E � .0 tr is OWKE 00 © vr.t i+w••-aim .fie -as" come! Sur" © a0wcyttttt xornoT-le.dH tr0 ar\R tfKj Aw.ew m • own wt.p1R-r Um ®•Owt r wwAc cmvjt cwmwt ow ty tl rttwt eotitr M VAN ws PK /11AL.1 0001101'rt W © O PK ADAP"1R f-♦ mewS!!) st om m p w1111s om mfr two p KAX op"t p Ir Pvc taa,ww ww owe AO M 11 VM/1 T k CON I R"l_t_R "' "'^'r © ATMOSPHERIC VK" WEAKER am W-O&r © BACKFLOW PREVENTER ASSEM13LY to W-" O GATE VALVE M em�Ll � OWK COUPLING ALV[ •so" aro,lw-ld +-a.Low+ OA� r wt 4AMA AMMr.1 apace Ir rtlll.at ta.wf CITY t•w 0tfwu. .wrA Z---� DESCRIPTION OF REVISION OAT[ RIPPOYtD T— vw?v\ i!♦ ►AMI to Al, 4• W/t r MM41049i Gm^M AlAt t . NrltAllAf10M I CITY OF RANCHO CUCAMONGA r�� rrw�►r tlwAt! f A afax M �•M w\m ww tulw t'" w'a weir( ACAs 1 '� i' N111 tw>'10ri Tarn .As wt.� twwn t11Mtt N TRACT N O. 12802 t - csrw.ww. 4104 • . "00,11111 Vale vow" IRRIGATION PLAN uN"Mti 11014 WPM* t.1.w. L80 ft/Mi Q aicrw�c cawrwe� vll�vt • M[rA-.f(A-Iq •/Ittt tam � \4 - �\A1wAAl Low P~ - i ® ca., on l_/�11 p Sam wow mm (D r ow--.v .1/M,low APPROVED 8Y: xf DATE' 'O w1w+.Jew O ixrcm •sn, U tof Now w UCO,M m we lain as w"Ll p •wtf_ts"m rrw•ttw r miaow twit-taawt wwr•tawals ay CITY ENGINEER m RC E N0. _ -. -- �". 4..._ _1010-_10,10•._, ••• K Mit �rtlw(� � t�•�\10-Aw\�» (DAwif � �-�-KY All tlaa�� 77� � t��ws•�*ler fA - sR i A so tt1/1-lJt O 'wt tllM M tlmR! ✓ R C O M A�c N ® /rC i-i rd 410!10 � � ® tlK iN M wlrfa/t 0 tAiC M w� DISIGN i G N 0 1tw1ttlrf. "TT11f; VK M strwstrt tlk • t wea ,wti wrtime * moo-ow w,W" Laf .�w. 0 tal awt�arry - y Carlson, Inc. E 0 Of D Gale Kx so An to a rTMP sw iit w+/t"t taw m fwllM w mwtwt ai • we twa so o"t-&-i w ttf\1tr w ia► t11w"� a� _. 1010_ _ p °��' " Landscape Architecture SHEET ' • ar e r aoew f!f � lu+mx Lou .rt nw � ne M trrwitt 1010 4 t,atm.�llrw tt+•tawr ,� «r ot•�t alae . �A • p rrn•t1•op vAlvt•tatar •low-so" b30 N)ORTff ACACIA AVfMIE � or ►tCCKE �`Ir�G N4 • an+rtt '• T1s ~�- tar �j( /� Cb fUl LERTOf�CAL NORMA 92631 °RE >� ELECTRIC CONTRaI VMILVE '� t+c.�ls ((y1 PCWP•UP LAWN 1E AD 00srfty wm Smxf OF" !+'� O C POP-UP Sw_m i�JIO '�� J /Ei lit �+ � TEL (714)52S.1117 IRRIGATION SPECIFICATIONS 1 .00 GENERAL 2.07 Quick Coupling Valves: 3.03 Mater Supply: Connections to the existing points of connection shall be C. The above equipment pP y� eq pate t shall be turned over to the Owner at at the approximate locations shown on the drawings. Minor changes the conclusion of the project. Before final acceptance can 1 .01 Refer to standard contract documents for non-technical contractual A. The body of the valve shall be red brass with a wall thickness caused by actual site conditions shall be mode without additional cost occur, evidence that the Owner has received requirements and conditions. guaranteed to withstand normal workingpressure of 150 pounds ed materials must P Po to the Owner. be shown to the Owner's representative. per square inch without leakage. Valve shall have a 3/4 inch 1 .02 Scope of the work: Furnish labor, materials, equipment , appliances female threaded opening at base. 3.04 Layout: Layout sprinkler heads and mafCe a adjustments and services necessary for the execution and completion of "Landscape " minor ad j required 3. 16 Guarantee: Irrigation" as indicated on the drawings and/or herein specified. due to differences between site and drawings. Any such deviations in B. Hinge cover shall be red brass with a rubber-like vinyl cover layout shall be within the intent of the original drawings, and without A. The entire irrigation and water system shall b bonded to it in such a manner that it becomes a permanent-type additional cost to the Owner. Layout shall be a y e guaranteed to Y approved by the Owner's give satisfactory service for a period of one year from the 2.00 MATERIALS cover, yellow in color. Hinge shall be locking type. representative before installation, date of acceptance by the Owner's representative. Should any trouble develop within the time specified above due to inferior 2.01 Materials shall be of first quality and of domestic manufacture unless 2.08 Automatic Control Valves, Electrical : 3.05 Grades: before starting work on the sprinkler system+, carefully check or faulty materials or workmanship, the trouble shall be otherwise noted. all grades to determine that work may safely proceed, keeping within corrected at no ex A. Valve shall be spring-loaded, packless diaphragm activated the specified material depths. pense to the Owner, 2.02 Submission for Approval : Furnish the articles, equipment , materials, valves of a normally closed type and equipped with a flow B. Any and all dames resulting from faulty materials or or processes specified by name on the drawinnc -A cnPrifications. control . Valve shall be slow closing (10 seconds minimum) 3.06 Assemblies: No substitutions will be allowed without riot M��c � ►^^ - ^ ^••.I ..f with no adjustments or settings required. workmanship shall be repaired by the contractor to the satis- P A. Install the backflow assembly at the height required by faction of the Owner's representative, at no cost. the Owner's representative. r . 8. Valve solenoid shall be corrosion-proof and constructed of local codes. C. Written guarantee shall be supplied at the completion of the A. A complete material list shall be submitted to the Owner's stainless steel molded in epoxy to form one integral unit , representative prior performing any work. Catalog data project, showing date of completion. literature gaow without c and full descriptive lterature must be submitted whenever 9 s and shall be 24 volt A.C. , 2. 0 watt maximum. Valve shall B. Routing of pressure supply lines as indicated on drawings close against flow and with minimum closing idiagram, tic. Install lines (and various assemblies) 3. 17 Record Drawings: 9 the use of items different than those specified is requested. surge pressure. to conform with details on plans. Notarized certificates must be submitted by plastic pipe and C. Valve shall be capable of beim operated in the field without C. Install A. Record accurately on one set of black and white prints of 9 P t out to 1 no multi fitting manufacturer indicating that material complies with plc assemblies on plastic lints. Provide the drawings, all changes in the work constituting departures specifications , unless material has been previously approved, electricity at the controller, by a bleeding valve. each assembly with its own outlet. When called for, the from the original contract drawings. Including ch n res ur n9changes in s e relief valve h 9 both P shall be the last assembly, pressure and non- re r B. The material list shall be submitted using the following layout 0. Valve shalt be completely serviceable in the field without p ssu a lines. (double removing valve body from the line ( e space between h 9 Y D. Brass pips and fittings shall be assembled using Teflon dope, B. Upon completion of each Increment p t each Ilam) : amre t of work, transfer all such or equivalent , applied to the male threads only. This is ais(., Information and dimensions to the prints. The changes and E. Valve shall be installed in shrub area- whenever possible and true of plastic pipe and threaded fittings. - dimensions shall be recorded in a legible and workmanlike Item No. Description Manufacturer Model N installed according to construction detail . m"ner to the satisfaction of the Owner's representative. 2 3.07 Line Clearance: All lines shall have a minimum clearance of 4 inches When the drawings are approved, transfer all information to 1 . Pressure supply lines Lasco Schedule 4C .09 Automatic Controller: from each other, and 6 inches from lints of other trades. Parallel a set of reproducible drawings supplied at cost by the Owner's lines shall not be installed directly over one another, representative. 2. Lawn head Buckner #404 A. The Automatic Sprinkler Controller shall be as noted in the legend. 3.08 Trenching: C. Dimensions from two permanent points of reference (buildings, 3. Etc. Etc. Etc. WInuments, sidewalks, curbs, pavement, etc. ) . Locations B. All wiring to and from the controller shall be through color-coded A. Dig trenches and support pipe continuously on bottom of ditch, shown on as-butlt drawings shall be kept day to day as the plugs and sockets. The controller shall be locking, weather-proof Lay pipe to an even grade. Trenching excavation shall follow project is being installed. All dimensions noted on drawings C. Equipment or materials installed or furnished without the prior type, constructed of heavy gauge steel with corrosion resistent layout indicated on drawings and as noted. Where lines occur shall be 3/8 inch in size. approval of the Owner' s representative may be rejected and such enamel finish inside and out . under paved area, these dimensions shall be considered bminw materials removed from tip site at no expense to the Owner, 2. 10 Electrical , High Voltage: subarade. D. Show locations and depths of the following items: • D. Approval of any items , alternates or substitutes indicates B. Provide minimum cover of 18 inches on all pressure supply lines. Joint of connection. only that the product (s) a A. Power to and connection to the automatic controller shall be Routing of sprinkler pressure lines apparently meet the requirements provided under the electrical portion of the C. Provide minimum cover of 18 inches for all control wires. Jdiaension maxim mt 100 feet aloe routing) . of the drawings and specifications on the basis of the P general contract. 9 g) • information or samples submitted. Provide minimum cover of 12 inches for non-pressure lines. Sprinkler Control valves (buried only) . B. All electrical equipment outside of buildings shall be Nc•ma 3 Routing of control valves. E. Manufacturer's warranties shall not relieve liability under type, waterproof for such installations. D. Provide minimum cover of 24 inches for all lines under paving. Other related equipment (as may be directed the 2uarantee. Such warranties shall only supplement the Cby the Owner's representative) . guarantee. The Owner 's representative may, p � C. All high voltage work shall be installed under this section. 3.0� Backfilling: y, at his o tion re quire a manufacturer s warrant on an Refer to Wiring, Low Voltage for additional information. E. Quick coupling valves. g � y y product offered for use. A. Initial backfill on all lines shall be of a fine granular 2. 11 Wiring, low Voltage: 2.03 General Piping: material with no foreign matter larger than # inch in size. F. ft lntain as-built drawings on site at all times.- A. Connections between the controller and remote control valves B. Backfill material shall be t G. Bake all than tamped In 4 inch layers, under the gas to reproducible drawings in ink, If A. Pressure supply line from point of connection through backflow shall be made with direct burial AWG-UF type wire, installed pipe and uniformly on both sides for the full width of the necessary, use eradicating fluid when redoing drawings. prevention unit shall be Schedule 40 PVC. Pressure supply in acro-dance with valve manufacturer's specifications. Wire trench and the full length of the pipe. Materials shall be lines downstream of backflow prevention unit shall be Schedule color: black for control , white for ground. sufficiently damp to permit thorough compaction under and 3. 1, Controller Charts: 40 PVC as shown on the plans. I on each side of pipe, to provide support free of voids. B. Wiring shall occupy the same trench and shall be installed Backfill for trenching shall be compacted to dry density A. As-bulli drawings must be approved by the Owner's representative B. Non-pressure lines shall be Schedule 40 PVC. along the some route as the pressure supply lines, whenever equal to the adjacent undisturbed soil , and shall conform to before charts are prepared. possible, and shall be installed before main line wlienever adjacent grades without dips, sunken areas , humps, or other 2.04 Plastic Pipe and Fittings: possible. Where more than one wire is placed in a trench, irregularities. Under no circumstances shall truck wheels S. Provide one controller chart for each controller supplied, the wiring shall be taped together at intervals of 20 feet, be used for compacting soil , of the maximum size the controller door will allow, showing A. All pipe shall be extruded of an improved PVC virgin pipe the area covered by the automatic controller. The chart compound featuring high tensile strength, high chemical C. All splices shall be made using Scotch Lok Unipak waterproof C. Provide sand backfill a minimum of 6 Inches over and under Is to be a reduced drawing of the actual as-bullt system. resistance and high impact strength. In terms of the current sealing packets, Pen-Tice Connectors, or equal . Six expansion all piping under paved areas. Nowrver, In the event the controller sequence is not legible ASTM Standard D- 1769 or D-2241 , this compound shall meet loops of 6 inches shall be provided each 100 feet , and/or tache" the drawing Is reduced, it shall be enlarged to a size the requirements of cell classification 124548 for pipe the turn. Use continuous wire to valves. 3. 10 Flushing the System: After all new sprinkler pipe lines and that will be resAable when reduced. The chart shall be and 134548 for fittings. This c risers are in place and connected, all necessary diversion work a blackline print and a different color siaei � be tit•-d lu show 9 compound must have a 2,000 p.s. i . D. Sizing of wire shall be according to manufacturer recommenda- has been completed, and prior to Installation of sprinkler heads, the area of coverage for each station. hydrostatic design stress rating, tions, in no case less than #14 in size. the control valves shall be opened and a full heed of crater used B. All pipe mm,st bear the following markings: Manufacturer'sto flush out the system. Sprinkler heads shall be installed only C. Mien completed and approved. the Chart shall be hermetically name, nominal pipe size, schedule or class, pressure rating 2. 12 Small Shrubbery Sprinkler Needs (see legend) . after flushing of the system has been accomplished to the complete sealed between two pieces of plastic. each piece being a equal t Velcro or approved e presentative. minimum 20 mils.. thick. The chart shall be mounted using In p. s. i . , and NSF (National Sanitation Foundation) . The satisfaction of the Owner's re ;.00 INSTALLATION PROCEDURES qo manufacturer shall also mark the date of extrusion on the pipe. 3. 11 Sprinkler Heads: Spacing of heads shall not exceed the maximumy� f tope. 3.01 General : indicated on the drawings. In no case shall the spacing exceed the D. These charts must be completed and approved prior to final C. Solvent cement joints for plastic pipe and fillings shall be maximum recommended by the manufacturer. made as prescribed by -the manufacturer. The high chemical inspection of the irrigation system. g A. Materials shall be of first quality and of domestic manufacturer resistance of the pipe and fitting compounds specified in the 3. 12 Adjusting the System: 3. 19 foregoing sections makes it mandatory that an aggressive unless otherwise noted. Operation and Maintenance Manuals: with a which is a true solvent for PVC, t^ ,.sed �� r„njunction B. Coordinate the installation of all sprinkler materials includin A. Adjust the valves and alignment and coverage of all sprinkler with a solvent cement designed for the fit �f '4� ^ -^a 9 A. Prepare and deliver to the Owner's representative within ten pipe, with the landscape drawings , to avoid interferring with the heads. If it is determined that adjustments in the irrigation the fittings of each size range specified. days by Calendar prior to comrpletion of construction, all o`t,Nos�apE, trees, shrubs, or other planting, equipment or nozzle changes will provide proper and more adequate required and necessary descri ti a material in complete coverage, make all necessary changes or make arrangements with y P Y omp ate �Q4, y .nRt 901 D. Each pipe installer expected to make solvent joints shall C. For purposes detail and sufficient Quantity, properly prepared in individual Q• receive instructions to the proper essolvencmbly of such joints P poses of legibility, sprinkler lines are essentially the manufacturer to have adjustments made, prior to any planting. Y P e diagrammatic. Although size and location of sprinkler equip- bound copies of the operation and maintenance manual . The from the representative of either the pipe, cement , or fittingThese changes or adjustments shall be made without additional manual shall describe the material installed and shall be a LIC. NO. IM anent are drawn to scale whenever possible, make use of all data cost to the Owner, in sufficient detail to permit the operating personnel to V11(0- in before starting the job, unless he has been in all of the contract documents and verify this information understand operate, and maintain all a ui B. The entire system shall be operating SATE previously instructed on recommended solvent cementing at construction site. y p g properly before any q pment. Spare ` J' procedures by a competent representative ot Lisa- "z-iracturer, planting operations commence. parts lists and related manufacturer information shall beq included for each equipment p"ra"t r: ta D. All work called for on the drawings by notes shall be furnished complete, Or bitem installed. Each compl E. All fittings shall be standard weight Schedule 40. At and installed whether or not specifically mentioned in the 3. 13 Coverage Test : When the sprinkler system is completed, perform a bound manual shall include the following information: the purchaser's discretion, contract preference may be given specifications. coverage test in the presence of the Owner's representative to I . Index sheet stating contractor's address and those suppliers able to furnish all types of fittings required determine if the water coverage for planting areas is complete and telephone number, duration of guarantee period under this contract from a single manufacturer, in order E. Do not willfully install the sprinkler system as indicated on adequate. Furnish all materials and perform all work required to list of equipment ' R that responsibility q t wl h sibili will n ctu t n t l o b i amts and P Y t e divided in warren the addresses correct any inadequacies of coverage due to deviations from sea of warranty claim situations drawings when it is obvious In the field that unknown local manufacturer representatives. obstructions or grade differences exist , that might not have plans, or where the system has been willfully installed as indicated F. All fittings shall be injection molded of an Improved PVC been considered in the engineering or if discrepancies in on the drawings when it is obviously inadequate, without bringing this 2. Complete operating and maintenance instructions fittings compound featuringhigh tensile ser g to the attention of the Owner's representative. This test s1+a11 be equipment. DESCRIPTION OF REVISION DATE CITY 9 ength high construction details, legend or specific nu�Ca :. z Discovered, p Oft all major AP►ROVED chemical resistance, and high impact strength. In terms All such obstructions or discrepancies shouiu oe'orougnt to accomplished before planting begins. of the current ASTM Standard D-1784-69, the compound must the attention of the Owner's representative. In the event B. In addition to the above maintenance mrnuals, provide the meet the requirements described in cell classification 134548. this is not done, the contractor must assume full res nsibilit 3. 14 Hydrostatic Test: All hydrostatic tests shall be made only in the maintenance CITY OF RANCHO CUCAMONGA Po y personnel with instructions for major equipment Where threads are required in plastic fittings, these shall be for revisions necessary. Before any work commences, confer with Presence at the Owner's representative, or other duly authorized and show written evidence to the Owner's representative at Injection molded also. All tees and ells shall be side gated, the Owner's representative regarding representative of the Owner. No pipe shall be backfilled uliiii the conclusion of the project that this service has been eg g general details of work of this contract. it has been inspected, tested, and approved in writing. Pressure G. Apply rimer and solvent on all pipe sizes and fittings. pounds ph g rendered. TRACT N O• O PP y P 3.02 Inspection Schedule: supply lines shall be tested under a hydrostatic pressure of 150 Primer solvent on both female and male ends. per square inch for a period of two hours. 1.20 maintenance N. All fittings shall bear the c A. Contractor will be responsible for notifying the owner's 3. 15 Completion: IRRIGATION S 9 company's name or trademark, representative in advance for the folltr,rinn inxn�r•tions, Physical emsM•ttxtsnce of the Irrigation system shall be included material designation, size, applicable I .P.S. schedule, and according to the time indicated: in the "maintenance" provislons as described In the plant NSF seal of approval . A. Upon completion of the work, make ground surface level ,remove excess materials, rubbish, debris, etc. , and remove specifications of this set of plans, p g rG 1 . All threaded nipples shall be standard weight Schedule 80, Pre-job conference - 7 days construction and installation equipment from the premises. APPROVED Y V Pressure supply line installation and testing - 36 hours 6 DATE with molded threads. System layout - 36 hours Coverage tests - 36 hours B. Supply as part of this contract the following tools: CITY E N GINE E R C E NO 7.31 L 2.05 Brass Pipe and fittings (if required): DESIGN � pEc� M►�EtioEo Final inspection - 48 hours Two wrenches for disassembling arA s41vst !n- ,,� l A. Brass pipe shall be 80% red brass, American National Standard each type of sprinkler head suppli-�+ LCiI ry Carlson, Inc. B. When inspections have been conducted by other than the regular Two keys for each automatic controller. pRawN SHEET Institute (ANSI ) , Schedule 40 screwed pipe. Fittings shall be pave, sow evidence of when and by whom these medium.brass, screwed 125 pound class. Owner's representative, hi inspections were made. Two quick couplers with attached hose swivels. �J / Landscape�N F^/ 4 CW 2.-06 Backflow Prevention Unit: See plan for type, manufacturer, and size. Two (2) of each of all types of sprinkler heads.C. No inspection will commence without as-built drawings. c +ECKEC I830 NORTH ACACIA AVENUE DAAw;NG NO CALIFORNIA 9 2631 ON, TEL (714)525-1131 r i T(FIC.&L 43TP1" L -IT - 6 i 4 f► • " F C M.U. WALL • � J i O ', 51 vE�►l.,.aC f U. p C-A•KI T , CsA%A 4w $1Z.0L Nm VER Z o� ;fir<iM�- �C �,�.�..5 . Y � ., -- �• : ., ,. -•r 5HP)4k1 A _ n�. I e • �� V�AL� FvR C:)�TTY. • R � ; • • �J � in • d` PLANT LEGEND W SYMBOL SIZE OUANTITY BOTANICAL NAME COMMON NAME REMARKS s 6*4- 45F 7�- �' kT• 2'-3' ��. 15 GAT. -79 CUPANIOPSIS ANACARDIOIDES CARROTWOOD 7' -8 ' HT, 2' -3' SPR ,, Q ^+• .. 15 GAL $59 EUCALYPTUS POLYANTHFMOS SILVER DOL1_4R GUM 7' -9- HT, 2' -3' SPR i �•; ` 15 GAL 2A EUCALYPTUS SIDEROXYLON RED IRONBARF. V -9' HT, 2' -3' SPR Q j 24" BOX Cj JACARANDA HIMOSIFOLIA JACARANDA 10' -12'HT, 4 ' -5' SPR TM '►r^I' 15 GAL i4- KOELREUTERIA BIPINNATA CHINESE FLA?tE TREE V -8 ' HT, 2' -3' SPRC*L • �, 15 GALLAGERSTOEMLA INDICA 'PINK' CREPE HYRTLE 7' -8 ' HT, 1' -3' SPR • 15 GATy&'50X 9 ' 3 MELALEUCA LINARIIFOLIA FLAXLEAF PAPERBARK 6 ' -7 - HT, V -4 ' SPR '3 6a' tX NAUI.Tl 24" BOX PISTACIA CHINENSIS CHINESE PISTACHE 9 ' -11 ' HT, 4' -5' SPR 15 GAL PLATANUS ACERIFOLIA LONDON PLANE TREE 7' -9 ' HT, 2' -3 ' SPR 15 GAL X07 TRISTANIA CONFERTA BRISBANE BOX V -8 ' HT, 2' -3' SPR W SHRUBS: SHEETS L-2. L-a > • ` 1 O 1 GAL 134 MORAEA IRIDIOIDES FORTNIGHT LILY Z • O 5 GAL r?7 PITTOSPORUM TOBIRA 'VARIEGATA' VARIEGATED MOCKORANGE 5 GAL O PITTOSPORUM TOBIRA 'WHEELER' S DWARF' WHEELER' S DWARF PITTOSPORUM / 0 5 GAL Z7 PLUMBAGO AURICULATA CAPE PLUMBAGO Z 0 5 GAL �2c RAPHIOLEPIS INDICA 'LALLERTNA' INDIA HAWTHORNE SHEETS L-1 , L-5 • ., • '•f r' VINES t GROUNDCOVER: 0 • 5 GAL 134 MACFADYENA UNGUIS-CATI CATS' CLAW 1 INSTALL PER DETAIL C/L-4 2 _ I -- - M11OI1 iA1N • FROM FLATS GAZANIA LEUCOLEANA 'MITSUDA YELLOW TRAILING GAZANIA ( • W SPACE 12 O.C. FROM FLATS HEDERA HELIX �L`. E rOl' 1T� NATTY S ENGLISH IVY SPACE Q 12" 0.C. � ' Q SEED 10 LBS/ACRE SEEDED LAWN MANHATTAN •RYEGRASS ' 5 LBS SEED/1 ,000 SQ FT • BARON BLUEGRASS A LBS SEED/1 ,000 SQ FT FYKL-ING BLUEGRASS 2% LBS SEED/1 ,000 SQ FT w fPF� I6vLI L-� I �'1 U�' ' 7- - (OA L, Ll L y rr T p E ►J l t-C I(vO G• c:l II 1 4 CITY OF RANCHO CUCAMONGA SLOPE PLANTING REQUIREMENTS: -Z A11 slope banks In excess of S feet in vertical helaht and 2: 1 or greater in • • slope shall be landscaped and irrigated. �. � 1111 ^ • - MISC. SYMBOLS ', �. -, �.��': - • "1" SHEETS L-S L-7 • ►lantinq requtrM+ents are: -� _A _ , A A. One tree of the site and veriety shots+ for every ISO sq. ft. of slope. STREET LIGHT `fit i'N i` V • 1. One shrub of the size and variety shovm for every too sa. f t. or s 1 ope. w ^ C. Ground cover from flats of the variety show+ and at the spacing shown, v FIRS HYDRANT / INDEX M A P ! ► �' • • STREET 'TREES M BE RACED 30' 0.C. MAX, 5MAX FIM EDGE OF =4ALK, 10'-15' FROM STREET s ;.,ma nNu=, 10'-15' M 'THE TAR= OF S'IF.ELT CORNER C LEVES, 5' KEN. F" DRIVEWAYS,'I I Z . 5' KV. •F" FIRE INDRARM. in • �r SCALE: 1' 247V �*s� �SE 1 • _ t �•c �; � �tl Ire GG1��► _ / Mau wt r"Jef • • M&,E 40 W l 001b,W* 60wal �� ' . • r��°>t�✓C.. Xr��(iii +�1 • +� 49,1 ftar(IG .1�rr� +I/ ma.IVO &z, DESCRIPTION ! CITY 1 I• 1' .� DESCRIPTION OF REVISION DATE APPROVED : CITY OF RANCHO CUCARSiONGA MATCH LINE 0 SEE SHEET L :• i . :, = TRACT NO. 12802 IN j 1 /'�� �+ PLANTING , PLAN .. q '• 'T✓ - t. NWXALL IF": p f% --4, 1 • IWA'i1+Rp > yya VL/"AM vp4m 0111 1}M110 nr h 1 + - N D SCA p , I LA �vyt,�t ^v �i wt ' All t - PO`P t aRFq APPROVED BY: DATE:Arr.�w evert' n•uoa �•1 u•+►1�+w +'Rr* .'�11► � 9 u�+ C►INL_s ww P10 uxrsglµRas mor- r ti CITY ENGINEER RC E N4.�� d n RECOMMENDED 1r 00f 000 /V•&TlC_ pas AI4E"000 «>i - W j 2 DESIGN 1►� t•� wlrtls f►I.. sA>'w- r�rts:P►1 ! *1s'• .r�� 00 "fl L • LIC. No. 25 �' L Carlson, 1 1 �Jc , i c Cv a 1 G .YuIE. g-tx�cHriE� - �„"�,�„ � GATE DRAWN _. _ SHEET _ _ - N T3 Landscape Architecture CHECKED 030 NORTH ACACIA AVENM DRAWING NO � •y" • FLILLERTCK CALWORMA 92631 v i TEL:(714)525-1137 • 1 t ( I • MOUNTAIN VIEWVIEW DRD. RW ' a MOUNTAIN • Q r —r • f `a r • W u �a ^ `, d Q _ W _ _ 1 V- Z Z m W z PROJECT LIMIT r•—NORTH—SOUTH FRAIL 4 s • Q U ! ' 4 w $CALE: t' : 30' �� � � • �' `�'��'�' COUNTRYVIEW DR. � • � � � Mtn • � � ' 0 R W f Z '� • Z • —NORTH-SOUTH TRAIL 70V • V . , 10 t 10 - eb - • f �pNDS:4pt J r(• ` �. • � ' MTC 6•+�r i �pF'� 1 _. ,�,� Cr i F.. ' • �� OUNTRYVIEW DR. s \ z 'e7, r • a Tyr e4&� 3 Q - DESCRIPTION OF REVISION DATE CITY A►PROWD �l' 5 `rr CITY OF RANCHO CUCAMONGA TRACT NO. 12802 "I's" YH eY PLANTING PLAN o t� �-E • r APPROVED BY: DATE CITY ENGINEE RCE NO.Z Q�• • DESIGN RECo MMENDED Pv� GREEN IDOR Carlson, Inc. DRAWN SHEET p►,� Landscape Architecture Of OW"MTM K ArC1A IIK'rRR DA A w 1 N G NO PULLEPTON.CAL"NIA MY — Fg!�4—L~ Ir r , Cf t It ,ASA t - • • WA RC Krf CT • EVONSHIRE CT —N-- � -. . _ �JIC C•l.h�!r`( , GAZA�J!A C�aO i,INpGov�iC N- ; =..rIA--40 1`7 5iKLA b Pe,EAS , ►JT ' MATCH LINE SEE SHEET Lo 5 FOR PLANTING BELVEDERE PL • • —T _ / MATCH LINE SEE SHEET L-o6 FOR PLAI IQ - �� -1 PSL "� ( 1%✓`L — _ _ - . -- - - - �o - - - - '-cam 0 X L '*09FEWw AY CORRID016 .� —4°-TF- 101-01 G� V�110� FUTURE HOUSO4%N JTZ NOt UTH 51 D� WIC t� �N�7"r�LLC.D P�5 AP�K u Tu KE DCV e --Of H - 5aj P T 0' of vic�N c,�rZKIro ` TN w �.�--- IS C ALE �O`OOSC-4pe W LIC. 'I 14,25 * -�•2I• L-ACE DESCRIPTION OF REVISION DATE CITY AMROM • CITY OF RANCHO CUCAMONGA TRACT NO. 12802 PLANTING PLAN • AM ROVED BY. DATE CITY ENGINES RCE N0.zip" DESIGN RECOMMENDED Larry CMson, Inc. • DRAWN i SHEET Landscape Architecture or CHECKED W"MrW"ACACIA AV"" DRAWING NO ERKMI CAUFORNIA 91631 • L.(714) 52-S-1137 L ' 7 PLANTING SPECIFICATIONS LANDSCAPE INSTALLATION =.02 Site Clearance: Clean u and remove from planting areas all existing Set plants in center of its In a vertical position so F. Plants shall be subject to inspection and approval or rejection P P 9 3• P P plant material not removed under the general site construction contract, that the crown or ball of plant will be level with at place of growth and on the project site at any time before GENERAL includingroots and any accumulated debris and rubbish before finished rade after allowing for watering and settling and during progress of wdrk or during the maintenance period. 9 9 9 9 commencinq work. LeqallY dispose of such material off the site. of soil. Poor condition, latent defects, injuries, and improper size, 1 .01 All general and special conditions of the contract apply to this section. 3.03 Storage: Store plants and materials on the protect site, -and insure variety, and shape shall be cause for rejection. Rejected plants 3.08 Seeded Lawn: shall be removed from the project site immediately. that they are protected from damage by sun, rain, wind, theft, 1 .02 Scope: vandalism, and construction work. Water plants regularly. A. Rake the area to be seeded so that all rocks or unbroken soil G. A written notice requesting pre-malntenance inspection shall be received by the Owner's Rea presentative at least 5 days to clods over 1,� in diameter brought to the surface are removed. completion of the project. A. Work included: All labor and materials, appliances, :Dols, 3.04 Fine Grading: , equipment , facilities, transportation, and services necessary B. Water settle conditioned seed bed for turf to a depth of six for and incidental to performing all operations in connect ;on A. The contractor shall import as required. The contractor' s bid shall to eight inches. N. A written notice requesting final inspection shall be received with furr.;shin deliver indicate the total in-place cost of required import. No additional by the Owner' s Representative at least 5 days prior to completion g, y, and installation of "Lands.;apir.y." P q P of maintenance period. complete, as shown on the drawings and/or specified herein. charges will be allowed. C. Roll seed bed when soil is reasonably dry using a standard water Work includes, but is not limited to the following: ballast roller with approximately 125 lbs. of water. If rolling I . The contractor shall make a periodic Inspection of plant Materials B. The soil shall not be worked when moisture content is so great that will not firm the seedbed, it should be permitted to settle until P until the end of the gurantee plant period. If unfavorable 1 . Provide the fine grading in all areas to be planted. excessive compaction will occur, nor when it is so dry that dust Owner' s Representative determines a satisfactory condition determineshas will form, or clods not readily break up. developed. Re-rake or scarify all irregularities and cut or fill conditions exist which might be harmful to the guaranteed plant, 2. Furnish and apply weed control to all planting areas. as required to establish uniform grade. Avoid soil compaction the contractor shall notify the Owner in writing of the condition, C. The contractor shall be responsible for dust control in areas within due to excess rolling. Areas to be planted to lawn shall be or he may be held responsible under the guarantee. 3. Preparation of soil in all planting areas. the scope of this contract. finished smooth, satisfactory to the Owner' s Representative - J. Pre-maintenance inspection and final inspections are to be held with before any seed is distributed. the understanding that the project has been reviewed by the 4. Fcrnish and install all plant materials. D. Rip in two directions to the depth of 12�� an on all areas upon whicfi principals an the responsible contractor in advance of the review by fill will be placed. D. Grass seed shall be as noted on the drawings and evenly sown 5. Stake trees. at the rate thereon specified. Care Is to be excercised that the Owner's Representative and/or Owner. Discrepancies noted E. Rough grade requirements shall allow for soil amendments. Coordinate no seed is distributed other than where is it specified, and during this advance review are to be corrected before the project 6. Furnish and install sodded lawn. with general contractor. that which is, and germinates, shall be removed under this receives these official inspections. contract. Mulch after seeding with 1 Cu. Yd. organic amendment r Furnish and install redwood headerboard. F. Bring to the attention of the Owner's authorized Representative all t soil in planting areas that contain any deleterious substances such per 1 ,500 Sq. Ft. SUARANTEES 8. Furnish and apply bark mulch, as oil , plaster concrete, gasoline, paints, solvents, etc. Upon E. Water shall be applied by means of the sprinkling system and ' the approval of the Owner' s authorized Representative, remove and the areas shall be kept mist , but not glistening wet , until A. All trees, shrubs, and plant material (other than flatted material) ; 9. Pruning of nursery stock. dispose of all above mentioned soil to the level of dryness in the time for the first cutting of grass. Any areas where the seeds less that 15-gallon size shall be guaranteed for a period of four affected areas. fail to germinate and grow satisfactorily shall be immediately months. All materials larger than 15-gallon size shall be 10. Maintenance of all plantings until end of re-seeded. Areas of settlement or erosion are to be dressed with guaranteed for a period of one year. All guarantee periods eonrmen maintenance period and acceptance. The effected soil shall be replaced with native soil . If the contractor from the time of final acceptance by the Owner at the successful fails to motif the Owner' s authorizede Representative of the above a mixture of 50$ fine sand and 50$ wood sawdust (nitrolized- yhO ' RP mineralized) and re-seeded. This process is to be repeated until completion of the maintenance period. e 11 . Guarantee of materials and workmanship. mentioned soil , the contractor shall be responsible for any damdye to lawn area is acceptable to the Owner's Representative. installed plants caused by such substances. B. Replace, as soon as weather permits, all dead plants and all plant B. Related work specified under other contracts (copies available F. The grass shall be mowed with a sharp reel-type mower equipped not in vigorous condition as noted durinq the maintenance period. from the Owner) . G. If an area to be landscaped is not acceptable to the contractor, with rollers, when it reaches 2-1" in height. The grass will be 4.01 'Inspection of Work in Progress: he shall notify the Owner' s Representative. cut to not less than one and one-half inch, and during the oertod 1. Concrete sidwalks and curbs. of maintenance the grass will not be allowed to exceed two and H. Finish rade all planting areas to a smooth and even condition A. Installations and operations in progress must be approved 2. Asphalt paving. g P g one-quarter inches in height. All grass clippings are to De at various stages by the Owner' s authorized Representative. g' making certain that no water pockets or irregularities remain. collected during mowing operations and shall be removed from the 3. Rough grading. Remove and dispose of all foreign materials, clods and rocks over site by the contractor. 4. Electrical , one inch in diameter within six inches of the surface so that , B. In no event shall the contractor proceed from one state to after conditioning and planting, the finish grade in shrub and in C. The lawn edges shall be maintained in a neat condition until authorized another d the work, without prior approval of the Owner's C. Verification of Plant Quantities: groundcover areas is 3" below the top of all curbs and 1" below the acceptance of the work. Representative. top of all walks. C. The contractor must notify the Owner's authorized Representative Quantities given for plant materials are shown forN. Workmen shall not be allowed to walk on lawn areas unnecessarily for Inspections of the following stages of work: convenience only. The Contractor shall provide all I . Omit rototilling on slopes. Instead, ligntiy nand scarify the before, during, or after seeding operations. Lawn areas that soil . have been damaged or compacted shall be re-cultivated end reseeded 1. When all grading within planting areas has been plants shown on the plans. at the contractor' s expense. ' J. Patch all areas having damage from erosion ann do related completed. MATERIALS earth moving to create a smooth and regular surface for I; Sufficient measures shall be taken by the contractor to insure the 2. When all plants are ready to be delivered at the planting. Final grade to be approved by Owner's Representative. lawns against damage resulting from pedestrian traffic. If any nursery or when plants have been delivered to the 2.01 Materials: If requested, samples of soil additives andlants shall type of barrier is used, it must meet with the approval of the P , site and prior to any planting. be submitted for inspection and stored on the site until furnishing 3.05 Weed Control : Owner' s Representative. Any damage to the lawns must, be repaired of materials is completed. Delivery may begin upon approval of by the contractor before acceptance will be made. 3. When all trees and shrubs have been spotted on the samples, or as directed by the Owner' s Representative. A copy of A. Apply the following weed control work to all lawn areas: site where shown on the drawings. delivery slips on all materials used on project shall be forwarded J. Acceptance of lawn areas will not be made until lawns have to the Owner' s Representative. Substitutions in an material will 1 . Rip in two directions all areas, excCNL a;�veb, •u 6e received their second mowing and all bare spots have been P Y 4. When all free and shrub pits have been excavated not be permitted unless specifically approved in writing b the landscaped. The purpose of this operation is to relieve re-seeded and germination has taken place on all re-seeded P P Y PP 9 Y after water has leached out of the pits. Owner' s Representative. compaction and to expose ungerminated existing weed seed areas. The contractor is responsible for maintenance being to conditions which will cause its germination. To part of the installation contract and bearing no relation to 5. When weed germination and removal is complete, and A. Soil and Soil Amendments: minimize erosion, slope areas shall be lightly scarified a "maintenance period." sefdbed is prepared but prior to installation of by and for the same reasons. Install the irrigation system. seed. 1 . Fertilizer for soil conditioning shall bear the 3.09 Staking (see staking details): manufacturer's guaranteed analysis, and shall have 2. Apply five pounds of ammonium sulfate per thousand square D. The 180 da me feet of landscape area and soil amendments per section 2.01 . A. Stakes shall be driven into the a period will consist of two parts, the a 12-12-12 analysis. Maintenance fertilizer shall P ground in such • way as to first 90 days to be the responsibility of the installing contractor, be Best Fertilizer 16-6-8 or equal , minimize damage to the ball of the tree, and shall be placed -f fir .. 3. Irrigate all landscape areas for a period of four weeks to so that the tree will -blow away from the stakes, except where the second 90 days to be the responsibility :�-- � �r of Rancho germinate existing weed seed. If, after four weeks the such placement will cause damage b Cucamonga. 2. Organic amendment shall be nitrolized redwood sawdust 9 9 P g y parked cars. (• 5$ actual nitrogen) , or Cedar sawdust (. 5% actual Owner' s Representative determines that additional irrigation nitrogen) , or Fir Bark (1$ nitrogen) . It shall be time is needed, continue irrigation until authorization to 8. Form loops around trunk with hose and wire ties, and securely fine textured, having minimum 80% passing N8 screen stop is given by the Owner's Representative. attach through stake(s) so that slippage cannot occur. and minimum 95% passing 14 mesh screen. Salinity shall be no higher than 5 millimhos 4. Spray germinated weeds with a systematic action chemical 3. 10 Pruning: Pruning y stock shall not be done prior to delivery. g 3. per centimeter g: g of nurser at 25' Centigrade as measured by saturation extract herbicide according to manufacturer' s directions. The All plants shall be pruned according to standard horticultural conductivity. Organic amendment shall be mineralized preferred herbicide for this use is Round-up. The use practice by a qualified arborist approved by the Owner' s Representative. with iron sulfate. Pine shall not be used as an of other chemicals must be approved by the Owner' s Rep- All cuts shall be covered by an application of "Tree Seal" or equal , organic amendment. resentative. Herbicide chemicals shall be applied by a colored to match trunk. Do not use lead base paint. weed control expert licensed by the State of California. 3. Import soil , if required, shall be free from debris, Allow two to three weeks prior to Installing the lawn 3.11 Clean-up: roots, and large rock and shall be of the same structure after use of the herbicide. and USDA classification as the site soil and shall be A. During the course of the work and at its conclusion, remove free of all deleterious materials harmful to plant For All Other. Areas: surface material from the site and leave the premises in a neat �ANOS(' life. Expansive soil is not acceptable. and clean condition. 5. Apply pre-emergent weed control chemicals to groundcover t' Q B. Plant Materials: B. Net, all tags, labels, nursery stakes and ties from C:� areas. Do not apply to areas to be lawn seeded. all plants. W �+ 1. Quality and size of all plants shall conform to the r LIC. ''o. !425 `. Proceed with installation of shrubs and groundcgver after California Standard Grading Code of nursery stock and 3. 12 Maintenance: shall be No. 1 grade. Plants shall be vigorous, of removal of any weeds by cultivation. VjE normal growth, free from disease, insects, insect eggs A. Maintenance operations shall begin immediately after each B. The contractor shall be responsible for control of weeds in all and larvae. All plants shall equal or exceed any P plant is planted and shall be continued satisfactorily Fott• J: �� = AE� �• , measurements specified and shall be supplied from the landscape areas through the final acceptance of the work. Any _ ^ ca�ap p ,�c ! PUQ� /wp EIG-1-IT'( C 110;