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HomeMy WebLinkAbout1254-L Vicinalty • j � .RO►OSEo CMAFFEY REGIO►ARK NAL CNO CIlCAA/�IGA CITY LINT C KAF F[r COII'r , ��� :\ �I Irl r` �f FREEWAY sr � FREEWAi OOTHIII PARK LOCATIO v . .ASE LME KORO •�, _�\ u 41 w lw y- yr- 4 vl R O J E C T SITE /u PoNT71fiA 00, O 4 • ,. td sooT,aL nvo \ li Mm+aL sOtI"Oft •• J sa s 1 r � � • y• : ' v; UPLAM I .RIOM Rant .PROJECT SITE WEST dam > •r ATCHr" Toru.i SY1T11 R s K IN GREENWA I ONTARIO "r s�'• r. J VV - ONTARIO INTERNATIONAL AIRPORT CORRIDOR ".4 �g1 ts��� rI _� General Notes �.• , HARDSCAPE 1 . CONTRACTOR TO REVIEW CONSTRUCTION PLANS AND GRADING PLANS THOROUGHLY PRIOR TO BEGINNING WORK "440 SR^Li- 'fkPROM 'T o6lN N >ENGKOA(''.HYMF�NT P�-R�M►"f Sf� RANGt'tY O1� • �vu►�+cvG�► �.►�+C•11��tN� •Dtvls ion+. 2 CONTRACTOR TO ADTIME, CONTACT N CANDSCAPE ARCHITECT 6 CITY INSPECTOR PRIOR TO START OF CONSTRUCTION FOR PRE ALLOW 48 -JOB MEETING. J 3• '. CONTRACTOR 70 CON7AGt LANDSCAPE ARCHITECT AND CITY.INSPECTOR TO REVIEW HARDSCAPE FORMING PRIOR, TO POURING. ALLOW 48 HOURS LEAD TIME. 4. CONTRACTOR SHALL NOT MAKE FIELD CHANGES TO PLANS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND CITY INSPECTOR UNAUTHORIZED CHANGES SHALL BE CORRECTED TO CONFORM TO THE PLANS AT NO ADDITIONAL COST TO THE OWNER. TERRA VISTA 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. . CONTRACTOR ASSUMES FULL RESPONSIB:LITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO. 6. r C• W-"% M0WGUI_b5 SHAtA, 9G IN5'rAA_A Ep ap '7LL)P�N ALL Tipler- .gyp G �t .6RP-AS Coe_"ji47•tf 1j9A0L _#-LT IRON N�? t �y.lp "TWe" FLJ"Ac- AND 'N01�I' T�JCL.IC.Irtolnit'6+.+orJ�_E. A2EAt.- IRRIGATION � D�T�etV`p'' SN��TZ 1 . CONTRACTOR TO MARK ALL VALVE BOXES WITH A WHITE 21 STENCILED LETTER INDICATING THE CONTROLLER AND STATION NUMBER. 2. PAINT ALL BACKFLOW DEVICES, G^ 51NET5 AND EXPOSED CONDUIT WITH LIGHT BEIGE PAINT AS DIRECTED BY THE LANDSCAPE ARCHI FECT. AND THE CITY INSPECTOR 3. FINAL'.LOCATION OF CONTROLLER-TO BE DETERMINED IN THE 'FIELD WITH APPROVAL OF CITY 3 LANDSCAPE ARCHITECT. - 4. REFER TO GENERAL IRRIGATION NOTES ON IRRIGATION PLAN. Q PLANTING wl � Ho �� 1 . ALL BOX TREES ARE TO BE SELECTED BY THE LANDSCAPE ARCHITECT. BID 1iILLGKr�cr1' TREE PRICES. 2, CONTRACTOR IS TO SPOT ALL PLANT MATERIAL AND V44 LANDSCAPE ARCHITECTII CITY INSPECTOR APPROVE THE SPOTTING PRIOR TO THE EXCAVATION OF ANY PLANT PIT. ALLOW 48 HOURS LEAD TIME.ANY IRE ,SHRUB OR VINE THAT IS _. PLANTED WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE MOVED AT THE CONTRACTORS EXPENSE. 3. REMOVE STAKES FROM ALL ESPALIERS AND VINES .AND ATTACH TO WALLS, POSTS, ETC. PRIOR TO PLANTING INSTALLATION CONTRACTOR SHALL HAVE SOIL TESTED AND SEND RESULTS TO PUBLIC WORKS INSPECTOR 4. REFER TO SPECS. FOR SOIL PREP. INFORMATION, RANCHO CUCAMONGA , CALIFORNIA S. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT AND CITY INSPECTOR FOR FINAL INSPECTION WHEN INSTALLATION IS COMPLETE, AND A FINAL MAINTENANCE INSPECTION AT THE END OFF THE MAINTENANCE PERIOD. Co. C0041101*CT�R 15 TO FuKN,*{ CITY INSFECTOF- WITH A RX_pORr �AC�RO*+Df'TIG� ptt+OrC TO FL-ANTIN6, • -a011f:I, AJI W+JC�PHF-NTS SAA.L L /9:>0.FX) P*K TMS or 114M Souk IceP0 jz_T 7. AL.L. -mee* uA114ItJ 5, OF Al"a TC, g::,r- INS-rAk I EI) -WIT" DweA- Kzz=yr Pe*r_GK"Y STD. 405A Sheet NO. DrSCRIF' ON � I9,3�1J �1�,�. s• F X TITLE SNI"I'T G�RoVND Gv�/ 5 141A! 6.F ~ 1 COf M_ TRUCTION & WMIG ta[..AN 2 CONSTRUCTION DETAILS 18, 70B it S.F. 3 PLANTING & IRRIGATION PLAN E fa ELM AVENUE 8 SPRUCE AVENUE p`= 4 PLANTING i IRRIGATION PLAN 0 REV/5FOSf1FFT5 /BLVD 3 7D oRAf1OE WA4K-GOfVNECT�orv5 ffR 7R /4eo3, 6YARGN/7, P,4 DFS/C�Nape, 5 IRRIGATION DETAILS FDESCRIPTION OF REVISION CI r DATc -. A�rItnvtp t r �'. ._ ., _ g SPECIFICATIONS CITY O R y CN CUC�'�. MONGA } TFRRA VISTA 04 8 It WEST GRA NWAY CC)R 9RIDOR -TITLE SN EET 10 L AMPKAAPE I"�AINTENANCF 015 C-T 4 NOSCAP fDATE'. / �' APPROVED Y' - ��p�,�• KRu�u��fo icy `� NO ??_ Z a F � 1 i�IN CITY ENGINEER ' ___ RC E Q � IHiIG --� V �,P SC' DESIGN RECO�r�tEr1pFD �``�, ��� M sq�y 9�f Land Concern, Ltd. au. 4, Q F` y — O �' �� DRAWN 1750 EAST DEERE AVENUE SHEET ?� Of W UC. N0. 1283 SANTA ANA CA 92705 '2 'b'� C-1 PHONE (714)250-48 0.1. 22 ,A tai Ae n.`,�(� DATE ~ CHECKED _ DRAWING NO tA M.SWEENEY DATE o C. ✓7 L, ® R�1/1,�N5 GWLY �rlq/f OF CA0���\ DEVONSHIRE BELVEDERE BENCH MARK CO RT PL CE AT MARC NO. VEE AT THE NWC OF HAVEN AVE. i NO. 12802-2 TRACT NO. 12802-5 i9s3 FT :N " �S l` 19TH S HAVEN . , ET S TRACT 33 _ DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 - / SM HAFT)SCAIME DETAIL 2 1 vP � • L > 32 r<` I 21 19 39 � !' SFE HARDSCAPE DETAIL 18 2 3 3 S 2 2 20 SHFE T 3 19 NIS A r . ` 3 � 3 LKI-MNG (rYPJ y Z CI - a. 2 -- — - - - _ 1E 0 ��o t09`-O" R'3"a`� y� W ►i q 4 4 �' _ Q ` AlRkA A 3 A, W-STRIP ' I ;�J © W R: f93Gt� •Y 1CR �� A �F�UTUREWALLIMITOFWOR LINE ' Z OL �I` "�'� ` •m�� ��� v \ @ FUTURE STREET J% � SEE HCAPE DETAIL 3 AREA A - = 3 SIFT 3 PARK \ \ N . 1 _ \ ALL PLANTING SOUTH OF WALKWAY TO BE AREA Y — INSTALLED ONCE PRODUCTION EDGE TREATMENT C - z - j ANO PRODUCTION PERIMETER IS INSTALLED. CONTAiC.T GTY trot& IsiTi X4--ri AT t'r►C=T-Nle, Q f 6u E&AWOR K LEGEND \\ a a.° _ �\ W J i THIS PLAN IS CONNECTED TO,OR WILL DISRUPTAN EXISTING CITY-MAINTAINED LANDSCAPE AND IRRIGATION Q /4 L r \\ AREA. BECAUSE THIS DISRUPTION IS LIKELY TOS MINIMAL,THE CONTRACTOR WILL BE ALLONIED TO PERFORM x/672 ' W Z \\ 0 — ` THE WORK WITHOUT ASSUMING FULL MAINTENANCE OF THE CITY AREAS UNDER THE FOLLOWING CONDITIONS. to,20 V \\�\ PRIOR TO NEW CONSTRUCTION, A JOINT INSPECTION AND DOCUMENTATION OF THE EXISTING AREAS CONDITION SHALL OCCUR WITH THE NEW OONTRACTOR AND CITY INSPECTOR. AT THIS POINT, THE NEW CONSTRUCTION G� OB'2g3¢" 3do�' 4 3 1¢ 3B' 2?2 ' i ~ \ __ _ i CONTRACTOR SHALL BE REQUIRED 10 SUBMIT CONSTRUCTION SCHEDULE TO THE CITY FOR APPROVAL. ACCESS TO � - — — - W � � — ——— _- .•� � � AND USE OF THE CITY'S UTILITIES WILL NOT BE PERMITTED WITHOUT CITY SUPERVISION. AFOLLOW-UP ® /a o7 07' z#VW' 40 04 W OR MODIFIED AREA(S), �i o7 3 _ _ _ W © INSPECTION OF BOTH AREAS SHALL OCCUR OR TO THE CITYt ACCEPTANCE OF THE IO PRI //'3938 2/O Gtr' 4?74' 2/ 44' i H 7 /9'/7'42" /?OGb' ?J�+¢' ' I J _ r 1 I 1 SCALE 1':40' . CONSTRUCTION PLAN - 1 . APPROVAL OF GRADING PLAN SHALL BE THIOUGH THE BELVEDERE BUILDING AND SAFETY DIVISION ONLY. DEVONSHIRE 2. TURF AREAS SHALL NOT HAVE SLOPES GREATER THAN 5:1 CA, 6D COURT PLACE GROUND COVER NOT TO HAVE SLOPES GREATER THAN 3:1. TRACT NO. 12802-5 33 I TRACT NO. 12802-2 = 1 32� ` 2 21 20 19 39 = Y 1_9 18 2 3 2 =_ �� - 4633E _ < q �9� _ > < 2F 7 �I o f LOT B �� EXiSYB'{'COS�it/ ( 7� 1" �6�Ed �� 3 J �77EC NgVlV6t� Boii�' Lu ere ssk.�t _ , ♦ / f•♦ _ T 6 1 - 6uj 3 T___ y—; V� /�,tvWj . 6; G R=4173�' ramVIV � ti y J 6 �• pf6 ✓ F °r�" r 40 - AREA A 2 �r �� ��� (r� 6 T=3r 80' I_ y� n Y�J {J00qp F - - V L /�� �j ' .• � "' �j I I �' GKA/i(I E 45�"tiJENT �J FUTURE STREET SCALE 10:40' CONSTRUCTION NOTES & QUANTITY ESTIMATES _ I OSP EUIsfO J1fEErS 10D 3 Ta BIDE Al -aWNFe, NS �--/NSTALG iVd S �.(/AT/D.U,4L DA�E�S/F/F� SAGES, /.c/C.'/2/3 OQ 3 E,�. f►N E Q l� c� /2/4 CA7Z7111 A4S/N h/�/2''G .1TE Of 4,,r o✓EO E�v.4L. = .r�t�►ww, �, oefR Te /4603, BY ARCH/TFRKA d9ESAFN C�iQcl \\ ?�� FSE y�� DESCRIPTION OF REVISION DATE APPROVED —/A5ALL 9 PVC STORM 5 0 C 4/�1/- SGyELx/LE- 40 /ZpG.� y n /� GONST ✓UNG /ON 57- UG U /.� 5 Q I .r�• �r /� Her 2 W CITY OF RANCHO CUCAMONGA 0 6 ; \ TERRA VISTA � I Norte �� �r� cdn�r�r�crioni r 3 > a. \\ ; W of < N.,Q• WEST GREENWAY CORRIDOR 0 2�- REYIS/o S NLY LEGEND & ABBREVIATIONS Wp _ CONSTRUCTION� . GRADING� PLAN FS F/N/S,y S'!/RFACE V � � I _ LEWIS HOMES T.69 TOP Of- GRATE to __ — _ .• — W = �\ _ _ - __ \�� z Jl- t WL �` APPROVED 8Y: DATE. Z2 397 s-al EX/ST/N6 6RAGLc 3 _ _ — -- - _ _ _ LL1 `� �� "� CITY ENGINEER RC.E NO. HP f//6.y Po/rt/T _ �_ — — --- = �\— _ Y � �� E`p 'gyp saw MPMEID IN THE(/237)— EX/ST CD.VTGY/iQ — __ A& MKS =� Z Df SIGN RECOMMENDED �/ �oll<��ssocr<<rEa, Mc. UC. M. 12E3 CPA140(5-E 5/✓.4cE s OF&0I ww-A-Rrxmn caMTr •27•� Land Concern, Ltd. -- -- CONSULnNGcrvILENGINEFRtNG DA71x1750 EAST DEERE AVENUE SHEET Or �_--�__--- 4YL/6'117- L//VE AND LAND PLANNING DRAWN SANTA ANA CA 92705 1 6 __T-4'-� SLOPE /M! /MART ELEl�.4T/Or✓ W - US N.INDstn nt.to6 N O C AUFORNORNSiu tn>� �� P NON E (714)2 5 0-4 B 2 2 UPLAND. /2�o10 P�POSED Gl�iVTG?/,P PttoNE ►to Of C11L'�� CHECKED R C E. NO DRAWING R 1,2511 �. 'GRADING PLAN M.SWEENEY DATE FILE No PREVAILING WIND DIRECTION DECOMPOSED GRANITE • MIN . s} ` 1HK. CuN,.^ i IL , =k - ---- NOTES: FINISH AND COLOR SEE PLAN. 11" LONG ARM i BIKE PATH IS TO CONSTRUCTED OF NATURAL GRAY ---� 1/2" DIA. BULLNOSE EDGE CONCRETE MOW CURB W/ ° LODGEPOLE PINE TREE STAKE (2" DIA.) 4' THICK CONI: CONCRETE W/ MED. BROOM FINISH. COPPER NAPTHENATE TREATED l4) 1" xis" Ft1tt TO wtrC„ SMOOTH TROWEL f INISH ANCHOR.8DLTS AD AC ENT WALKWAY • CONTROL JOINTS (SCORELINES. 1" MIN. DEPTH) BURY IN GRADE TO 2'-0" MIN. DEPTH. 7o MATT HIGH PRESSSURE SODIUM SHALL BE CONSTRUCTED AT 10' INTERVALS. a M C CONCRETE TO 1/2 BULLNOSE TYPICAL • EXPANSION JOINTS ARE TO BE CONSTRUCTED USE TWO STAKES FOR 15 GAL. TREES - BEM PITPOR WIT TNTC LUMINAIRE, SH. INTEGRAL BALLAST. — Z 0 H BRONZE FINISH. EVERY 30. (NO QUICK JOINTS) X — /� 6 V.I.T. BRACES (2) SIDEMLIK. DELTA /EZA-1-10 MPS 120-PCR-DBE FINISH GRADE �I 10 FT. HIGH 4' ALUMINUM SQUARE - J o ' ' d' 10'-�" 1/2" BULLNOSE, _ ARBORGARDS IN TURF 5�: STRAIGHT POLE DARK BRONZE FINISH. i I - -1 '`� a _ hh — _ do eV;.., r v TYPICAL A,< - • W:. II - C DELTA °PSSA 410-DOE - dA•a O ,'' IIII II "' PREPARED BACKFILL SEE SPEC 4• ` ; AVAILABLE THROUGH UPLAND LIGHTING CO. t �z FINISH GRADE .� (714) 981-2353 N �, 1 ;, - -0--2x '� •. '~ 6� X111 IIIII 0 4' HIGH WATER BASIN ; ''1 11�� .•..._ - II W/ 2" THK. MULCH to /4 REBAR CONTINUOUSe BOLT COVER _Y x, _ IIS 90 COfiPACTED SUBGRADE, FINISH GRADE _ - X11 t_ GRO-POWER TABLETS - TO BE ADDED PLAN VIEW _ „� - t;,'E I _ _ i!''' I E - - �llII�� !' illl HILI ;;ii PER MFG. RECOMMENDATIONS CONC. WALK III _ ,,- IIII PRIOR TO POUR I } 6" O _(II� '� 'i 90% COMPACTED 95% COMPACTED SUB-GRADE II EXTENDED COLLAR AT PERIMETER _ rr,, SUB-GRADE p c6- 1 I -, �1P_1/ COMPACTED SUBGRADE I Y G W LODGE POLE (2) favls =o _ CONCRETE MOW-STRIP W/ A DEPTH OF 12". ON CONDUIT TO DULL-BOX 1111= _. 111 TREE TRUNK ��� � t ._ (4)-1"# . 15" ANCHOR BOLTS AT LOCATION INDICATED 04 �►�N, '►"' FITNESS COURSE 2X DIA. OF V.I.T. BRACE 18' PROVIDE (2)- 1/2" VERT. REBARS 1 ELEVATION 3/8" HORIZONTAL TIES ROOT BALL MOW CURB BIKE PATH EDGEOFCONCRETE TREE STAKING LIGHTING 0;3 � 509 S. BEVERLY DR. ROOTBALL BEVERLY HILLS, CA. 90212 PH.# (213) 552-3337 t WALL WHERE APPLICABLE. d L.P. 24" TWIST BRACE a AVAILABLE FROM: PH�>TT870-8730 '�• 4 EXPANSION JOINTS - G u �7 BASIN(to be removed VINE POCKET-WHERE APPLICABLE. Ln " t0 end ofmart"nance) MOW STRIP— }" RADIUS a CORNERS- WALL, 2 10'-0" GREEN LODGE POLE STAKE. �i FINISHED GRADE CE, 0 0 WITH/EXPANSION JOINTS 5'-0" 0. 0 DSCAPE Off. 3" WATER BASIN. VI SEE PLANTING PLAN 10 00FINISH GRADE. /� ���� 11 TURF-SEE PLANTING PLANS. •� SIZE AND TYPE 3/4" GRAVEL. PLANTING TABLETS SET 173 REBAR CONTINUOUS. 2 X 4 REDWOOD HEADER 3■BELOW GRADE.(no..ot FINISH GRADE WHERE APPLICABLE. � I 1 X 2 X 12" REDWOOD STAKES III _ S J I� TABLETS PER MFG. RECOM. ■ S Tablets per�scifkotiorta) M 2 MowST1z•t 5 SPEC'S OR FERTILIZER PER SPEC'S. __ _ Jo III MugT 6� INt^N ,co�;Nc URF PLANTING 0 ROOT CONTROL PLANTER.* PLANTING BACKFILL(puddle 8r i1 _ TwF�N• �uRF finish F115T1 C 11 - II GOvBR � AT MlrtnlTE►twntG� settle ro set pont at grod ) � _ — N "rr: MOw S .I s C (in clay so use ) 1 F - '• illi til �'J - - BACKFILL SEE S EC S. c TRI .s Aim -ro actio O F _ +' VjKovC.4T I42ot.1 15 GALLON Fa✓n)uN C- I !IIII AN 2XROOT BALL DIA. ■ USE DEEP ROOT 24" LONG STRIPS. J 1 2x DIA. OF SEE PLANTING PLATT FOR TREE DESIGNATION. NOTE: FOR TREES LARGER TH ROOT BALL VINEPOCKET OOT BARRIER HRUB PLANTING PLA ONCRETE MOW STRIP 40 TIMI �-T I4 i /, • �tflCT c� I J� 3 NODE AREA 2 lot A••N4M ewhe• (00.0111 EQ. L EQ. - • r--012" DEPTH CONCRETE MOW-STRIPI� can""feaft - o -tz 0 _Q r DESCRIPTION OF REVISION DATE clTr 3�"k • e+t�l .. I��I� Ar•rMotno = ✓ `� CITY OF RANCHO CUCAMONGA • •• • I�. � TERRA VISTA - c� -� ;c -f-r ,l -- �� WEST GREENWAY CORRIDOR CONSTRUCTION DETAILS ' Y _ 1 ACHILLES STRETCH Z NODE AREA 1 LEWIS HOMES o SIGN N 831 8 STRUCTURE N 832 BY MEXICO FORGE - � � S4�� APPROVED 6Y: DATE: _ LANDSCAPE STRUCTURES. AYAILABLE THRU I Y C T ENGINEER RC.E M0. 22397 HANSON ASSOCIATES, INC. (714) 542-5617 O S DESIGN RECOI'AMENDED ut No. 1 iV=, 2•y" "`� Land Concern, Ltd. �& pATL �' DRAWN 1750 EAST DEERE AVENUE SHE[T SANTA ANA CA 92705 �� CHECKED PHONE (714)250-4822 Z °f 6 HARDSCAPE DETAILS C EC ED DRAWING NO OF CJIL R C E. NO— M-SW ENEY OM"SWEENEY DATE FILE NO �ZJry L DEVONSHIRE BELVEDERE CO RT PL CE • 1 TRACT NO. 12802-5 33 .�� TRACT NO. 12802_2 Pc AJ 4 EG L -_ 3 F a PALL YARIES SEE LEGEND - 1 = 22 21 9 9 20 • . � 23 � �- 18 19 - 3 - µ )A s I spipwe mass 0 .4 r_ E t 1F.F !,. �•R>IF�>AR1 lRJt!I� % > t>t1t�R t - CL y � . - - _ i s AREA AU. - � = W T� I' a I -- 3 W 4� J w AREA A 3 iT W _ W PARK s "v � 70�" �C �� � _ N IZ �` ® i J 2A ALL PLANTING SOUTH OF WALKWAY TO BE 1517- 'J Y J� 5 T 5 �J INSTALLED ONCE PRODUCTION EDGE TREATMENT AREA C - T 15 5 AND PRODUCTION PERIMETER IS INSTALLED. FUTURE STREE - TREE LEGEND 3 s QTY. ,3 " LEGEND / AJ ALBIZ[A JULIBRISSIN -24 \ CO-3 GiPPWS @F9RAPA 15 EC-16 EUCAL YPTUS CAMALDULENSIS-15' HYDROSEED NOTES \� ♦ , WALL LEGEND LS-6 LIQUIDAMBAR STYRACIFLUA-15" 1. ALL TURFGRASS AREAS AS DESIGNATED UN THE PLANS SHALL BE J ,• HrDROSEEDED a5 roL1OuS. � � _•!•� PC 4 PISTACHIA CHINENSIS 24" STUCCO OVER 6"x8"x16" CONCRETE BLOCK 2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION U� .�. \ • -• • S (ORCO "NEW FAWN" TYP.) NOTE. SMOOTH ALL SURFACES, IN GRADE TO 1" BELOW Z _ ADJACENT WALKS, DRIVEWAYS, ETC. ROIL AREAS TO EXPOSE Q •"""""' WROUGHT IRON FENCE ( YP.)W�F"tzwS-ftIP SOIL DEPRESSIONS/SURFACE IRREGULARITIES; FILL LOW SPOTS ft/ ..1 - T� l SHRUB LEGEND AND EVEN IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO HYDROSEIDING. OWNER SHALL APPROVE FINISH GRADE PRIOR _ ; -�"'- ' �L 1 •••••••• 6"x8"X16" CONCRETE BLOCK (ORCO T TO PLANTING. "NEW FAWN" TYP.) AA - 15 AGAPANTHUS AFRICANUS 'PETER PAN'-5 g. 3. THOROUGHLY MIX AND EVENLY APPLY THE FOLLOWING HYDROSEED ` e Z ALL WALLS ARE N. I .C. BY OTHERS. DY -42 DIETES VEGETA-5 9. MIX TO ALL DESIGNATED AREAS FOR TURFGRASS HYOROSE EDING: a ��` T PW - 114 PITTOSPORUM TOBIRA 'WHEELER'S DWARF'S g CELLULOSE FIBER 30 LBS/1000 S.F. Tei cc IMPI119EEPIS INB16A 'SR(F1�16TIME' . 16-20-0 AMMONIUM PHOSPHATE 7 LBS/1000 S.F. "�I g• RC e7 RAPHIOLEPIS. INDICA 'CLARA'-5 ` Q FUTURE PEDESTRIAN UNDERCRMINC,� TJ - 88 TRACHELOSPERMUM JASMINOIDES-5 9. IBDU 31-0-0 SLOW RELEASE 7 LBS/1000 S.F. W SOIL SULFUR 3 LBS/1000 S.F. ` T VT - 9O VIBURNUM TINUS "DWARF" -5 g. AG. GYPSUM 25 LBS/1000 S.F. ¢ SEED MIX PER LEGEND 12 L85/1000 S.F. 4. HYDOOSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE }� 0 ��, �.. _ GROUND COVER LEGEND VINE LEGEND WATERING S THE DAY OF THE HYDROSEEDING TO THOROUGHLY (n _ ��-... 4? - :-� SATURATE TME SOIL. AFTER THE F[RST IRRIGATIONS, MATER W "-+- HA APDLIED AS OFTEN AND IN SUFFICIENT AMOUNTS AS S lL BE _ LU CONDITIONS MAY REQUIRE TO KEEP THE SOLI MOIST ABOVE, = '� --,j�Y_ vV V CI CISSUS ANTARCTICA-25, 5 g. AROUND AND BELOW THE SEED/ROOT SYSTEMS AS MY BE g/ _ �. • . i TURF GRASS SEE HYDROSEED NOTES NECESSARY FOR PROPER GERMINATION AND PLANT GROWTH. W _ v 5. THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL NONGERMIN- • ALL SHRUB AREAS ARE TO 8E UNDERPIANTED ATING OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDRO- x_ FR F AR PTS + + SEEDING. TURFGRASS AREAS SHAH BE EEO BARE SPOTS now AND FUMY GERMINATED PRIOR TO FINAL ACCEPTANCE. = W/FLATTED GAIANIA CLUMPING WHITE p = �J, 8" O.C. TRIANGULAR SPACING 6. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 21", !,. ✓ BEGIN MOWING AT A MINIMUM HEIGHT OF 2". REFER TO W MAINTENANCE NOTES FOR ADDITIONAL MOWING RfQUI REMFNTS. 7. REMOVE ALL ROCKS 3/4" DIAM. AND LARGER IN TOP 2" OF r/ SURFACE SOIL IN AREAS TO BE SEEDED WITH TURFGRASS. 1 B. TURF MIX TO BE COMPOSED OF' 90 TALL FESCUE PLANTING PLAN SCALE 1':40' 10': KENTUCKI BLUEGRASS (ROYAL BLUE) DEVONSHIRE BELVEDERE COURT PLACE '1P POINT OF CONNECTION TO BE TOA 11" WATER AUTOMA'IC CONTROLLER `G 5L A 'ISC-12-W, INSTALL CONTROLLER IN A METER.C3 3 '� GEMENTSUWITH-THE CUCAMONGACOUNTY MAKE MYER'S NMEUG-I-M-285 ELECTRICAL/ TRACT NO. 12802-5 TRACT A C T N O CONTROLLER ENCLOSURE.CONTRACTER TO WATER METER. DISTRICT FOR INSTALLATION OF W ARRANGE FOR POWER CONNECTION AND m PAY FOR WATER METER EXTEND I -_ CONTRACTER TO ELECTRICAL METER INSTALLATION AS - _ MAIN LINE, INSTALL A 2" FEBCO 4255 12.P PER THE CITY OF RANCHO CUCAMONGA. co (A K-Ft_o t VALVE ASSEMBLY PER ALL CODES. _ I a A DIRECTED BY ACTUAL LOCATION Of CONTROLLER TO BE AL,IUAL LOCATION SHALL BE S � AS PER THE CITY OF RANCHO CUCAMONGA THE CITY OF CUCAMONGA REPRESENTITIVE. REPRESENTITIVE.' WALL VARIES i EXISTING STATIC PRESSURE 70 PSI t SEE LEGEND Q MAXIMUM DEMAND 54.4 GP11 t 32 _ I 18 23 22 21 I 20 19 39 = 19 ? 19 - 51 ;. ATo ;A, - 'A4\44.2 G = a H A4 44.2 = t M STUB OUT Z r14Ga. CONT ThF _ ?!/ - --- E W s - �V COMMON GROUND FROM AUTOMATI� OLLEp -1 "A" IN A VALVE BOX AT THIS LOCA'I;N •` - ,� --_• _ �_ [~ 2� FUTURE. )Y� \ - - - = W PIPE SIZING CHART yrt /9,4 = W 1/2" ALL PIPE NOT MARKED TO BE 1/2 AT END OF RUNS '¢ A 3 l/1 -1 3 4" 9 A8 5� A5 AREA A A2 X498 �= _ i / 3 _ --I}-- v- VII Al (,/�• .. --�-- 2++ D� 1k FUTURE STREET 18 SCALE 1':40' NOTE% PlcavlOE m0w,5TIe1pg D16 , SEE WEST GREENWAY PARK PLANS FOR !F• /�/4/ G AHE?-e- pUfUC MAINT¢>4A-KXF- CnNTINUATION OF IRRIGATION MAIN LINE AND LATERAL IRRIGATION SYSTEMS s.aUTS p�iVAT� M411J?>cJ�IaNGE Ar aN� wHEra� -TVRJ= AWD v�NC \ , . Govl� mrEx- Cw. wlowsT21 REV13ED SAQ7T3 IMO 5 TO4VV/DE WICK'a7,VA1&-7k?NS _ . F � PER TiR A�3 ,8 ,4 RGI?ER,?�i DES/(a)S/C�,4P. -2.Q- ��Tall- • f 1 IRRIGATION LEGEND: � � ,1 G � �r . P �a C I T V1 _ \ M ► • / DESCRIPTION OF REVISION DAT[ Not. illLl HALF OTR. 8140. SI � � . MODEL N0. I fY17dOl MANUFACTURER DESCRIPTION �� d " , NOSE A��hOV[C CITY OF RANCHO CUCAMONGA U O n(b RAINBIRD POP UP TURF F1EAD 180`15 15 3.3 1.65 .B 14, 25 y` = �? D8 \\ °' - r \ W R' •o a * -4 TERRA VISTA 79 .1 10 30 12 B fS1CµE • ur• 10 1.57 _ Q(Il RAINBIRD POP UP TURF MEAD 186&10 � - // 4a - __ l•2 / CI RAINS IRD POP UP TURF MEAD 180`17-SST SST 1.73 9 1t18 30 3 //, / \ �t /► a �$$6 V7 RAINBIRD POP UP SHRUB HEAD ISO -15 IS 1.65 .8 14' 30 �i \\\ , / �. _ _ a _ - , d WEST GREENWAY CORRIDOR ID 0 RAINBIRD POP LIP SHRUB MEAD IB06-8-FlAT FLT. .58 .3 7' 15 • , _ _ . " Tamp . �_Irr �* 50 1�1, Z5 or _ '' ��� ) - _ _ _ _ `'��� °`� o PLANTING & IRRIGATION* PLAN RAINBIRD AUTOMATIC CONTROLLER ISC-SERIES SIZE PER PLAN INSTALL IN •MYER'S MEUG-IM'ENCLOSURE C9 = \ �1 _ 15 _ = - _ OF ► R PLAN INSTALL A HYDRO MASTER SENSOR 0 EA VALVE / s ' '1, - AUTOMATIC CONTROL VALVE EFA-CP-PRS 512E E AAIN8IRD U �) 0 / /� 0 RAINBIRD WICK COUPLER VALVE 33LYC W/YELLOW LOCKING VINYL COYER ' � _ � /1� •' - �__� _ \ H NIBCO LINE SIZE GATE VALVE T-113 i � -- �_� � � � V� � R�/S/OrYS ONLY / _ _ F BACKFLOW PREVENTER 825Y REOLICED PRESSURE TYPE INSTALL PER ALL CODES \ APPROVED 8Y: . GATE: _ EBCO A, _ __ / AS APPT1OYED PVC CLASS 31S PRESSURE MAIN LINE FOR PIPE 2' AND LARGER DEPTH 10 BE 18• 4/ 7/'` - _ - --� �r'� CITY ENGINEER RC.E NO. ZZ 27 --AS APPROVED PVC SCH 40 PRESSURE MAIN LINE FOR PIPE 11• AND SMALLER DEPTH TO BE 18' /?M I 2 - ��u DESIGN RECOh1M ND[D T BE 12' • E E P H 40 NON PRESSURE LATERAL LINE DEPTH 0 1 tnotsha en a AS APPROVED vc u • PTM TO BE 18• � SI.� � �+• • s associates, ltd. V' DE 1 PVC 40 SLEEVE t - -AS APPROVED C SCM � ♦interna!Iono7 int cion consvltonb .vote.mono ` [] cern Ltd. • `l° grmcnr p7onnin .nrston:h Land Concern,, P _ /� G 9 R w DENOTES VALVE STATION NUteET DENOTES GALLONS PER MINUTE DEMAND �G?✓ 13 Ne- Birch Street,Californiaj` ` �► DRAWN 1750 EAST OEE�tE AVENUE sl+re r W z DEFIOTES VALVE SITE _ Newport Beach, lifora 92660 Q CEHTFEO CONSULTANTS y Q: SANTA ANA CA 92705 s f714) 250-8077 The irrigation Association E �' Il�3 P" PHONE (714)250-4822 - -or � CHECKED RCE. NO DRAWING NO DATIL M.SWEENEY DATE FILE NO • ` -�'� ALL AUTOMATIC CONTROL VALVES � _ - -- TO BE EQUIPTED WITH A HYDRO MASTER MOISTURE SENSOR PERS OF THE CITY OF RANCHO CUCAMONGA IRRIGATION PLAN STANDARDS T•fPFCAI, AOMAS C^"/c ttt�Ftees urda ev 4-CS-5 42.11 S wm" cr A-Fea,­c!- HYDROSEED NOTES � a� .TREE LEGEND 1. ALL TURFGRASS AREAS AS DESIGNATED ON THE PLANS SMALL BE AJ-�l ALBIZIA JULIBRISSIN I HYDROSEEDED AS FOLLOWS: ML- 11 MELALEUCA LINARIFOLIA 2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION CC-5, 'CINNAMOMUM CAMPHORA NOTE. SMOOTH AL SURFACES, FINISH GRADE TO 1' BELOW EC-to EUCALYPTUS CAMALDULENSIS ADJACENT WALKS, DRIVEWAYS. ETC. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS/SURFACE IRREGULARITIES; FILL LOW SPOTS AND EVEN IRREGULARITIES. LIGHTLY RAKE AREAS PR10R TO HYDROSEEDING. OWNER SMALL APPROVE FINISH GRADE PRIOR TO PLANTING. xy SHRUB LEGEND 3. THOROUGHLY MIX AND EVENLY APPLY THE FOLLOWING NY OROSEEO MIX TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING: AA-M AGAPANTHUS AFRICANUS 'PETER PAN' CELLULOSE FIBER 30 LBS/1000 S.F. LJ-=o LIGUSTRUM JAPONICUM 16-20-0 AMMONIUM PHOSPHATE 7 LBS/1000 S.F. NO 42- NANDINA DOMESTICA ISDU 31-0-0 SLOW RELEASE 7 LBS/1000 S.F. PF-j1 PHOTINIA FRASERI SOIL SULFUR 3 LBS/1000 S.F. PV-19PITTOSPORUM TOBIRA IVARIEGATAI AG. GYPSUM zs Les/loon S.F. RB-31 RAPHIOLEPIS INDICA BALLERINA RC-I3 RAPHIOLEPIS INDICA CLARA SEED MIX PER LEGEND 12 LOS/1000 S.F. TJ -1O TRACHELOSPERMUM JASMINOIDES y� 7- 3 4. HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE VT- 16 VIBURNUM TINUS r v �t IJ f�� WATERINGS THE DAY OF THE HYDROSEEDING TO THOROUGHLY SATURATE THE SOIL. AFTER THE FIRST IRRIGATIONS, WATER SMAL�"� CONDI BE APPLIED AS OFTEN AND IN SUFFICIENT AMOUNTS AS GROUNDCOVER LEGEND NAT REQUIRE TO KEEP THE SOIL MOIST ABOVE, AROUND AND BELOW THE SEED/ROOT SYSTEMS AS MY BE NECESSARY FOR PROPER GERMINATION AND PLANT GROWTH. p►pWS �1p3 -I S. THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL NONGERMIN- FLATTED GAZANIA ' CLUMPING WHITE ATING OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDRO- M�ulS1KIP SEEDING. TURFGRASS AREAS SHALL BE FREE OF BARE SPOTS PB O.C7RIANGtIIAR SPACING E N � DEVONSHIRE AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE. TURF. SEE HYDROSEED NOTES. i / COURT j, 6. WHEN HYDROSEEDED TURFGRASS REACHES A WEIGHT OF 2;', ���; j i ♦� BEGIN MOWING AT A MINIMUM HEIGHT OF 2'. REFER TO r MAINTENANCE NOTES FOR ADDITIONAL MOWING REQUIREMENTS. coo 7. REMOVE ALL ROCKS 3/4' DIAM. AND LARGER IN TOP 2- OF SURFACE SOIL IN AREAS TO BE SEEDED WITH TURFGRASS. Q S. TURF MIX To BE COMPOSED OF:90•. TALL FISCU� Q 10`_ KENTUCKY GLuEGRASS (ROYAL BLUE) _ G Cn y ML G� s2 PZQ M� �V ❑ SYMBOLS DENOTES ROOT CONTROL BARRIER SEE SHEET #.2 ,DETAIL #1 . SCALE 1':40' AREA C PLANTING PLAN A 14k 315 AREA A N/a l 3 DEVONSHIRE Al COURT E\ Au PIPE SIZING CHART �� > �' V x F ot 1/2" ALL PIPE NOT MARKED TO BE 1/2" AT END OF RUNS PARK -+- 3/4" v AREA C wool j �-C Im 21- LEGEND u ) J IRRIGATION LEGEND: ELM AVE 56 Al A11co SYMBOL MANUFACTURER DESCRIPTION MODEL N0. NOZ.SIZE FULL HALF QTR. RAD. PSI 24. 41.5 A 15 A 1 6Vff 00. A 19 /l (,w Q4. A 18 NOTE: PRESSURE MAINLINE PIPING ` CITY RAINBIRD POP UP TURF HEAD IS SHOWN IN HARDSCAPE AREA FOR � n � E D STANDAR DATE ♦ DESCRIPTION OF REVISION D 1806 15 15 3.30 1.65 .8 14 25 APPROV[D ONLY AND DESIGN CLARIFICATIONO L A Q n (.7 RAINBIRD POP UP TURF HEAD LOW ANGLE 180610 10' 1.57 .79 .4 10' 30 IS TO BE INSTALLED IN PLANTING RAINBIRD POP UP TURF HEAD STRIP 180617SST 17 1.73 .41 �'X1�� 30 AREA AS NECESSARY. CITY OF RANCHO CUCAIVIONGA 1.61 .58 � X V V RAINBIRD POP UP SHRUB HEAD STANDARD 1806 15 15 3.30 1.65 .8 14' 30 SCALE 1':40' 15 TERRA VISTA • RAINBIRD POP UP SHRUB BUBBLER HEAD 1806-PA-8S-1402 .50 25 0 RAINBIRD AUTOMATIC CONTROLLER ISC-SERIES SIZE PER PLAN WEST GREENWAY CORRIDOR 0 RAINBIRD REMOTE CONTROL VALVF EFA-CP-PRS SIZE PER PLAN INSTALL A HYDRO MASTER SENSOR @ EACH VALVE 0 RAINBIRD QUICK COUPLER VALVE 33 LVC w/ YELLOW LOCKING VINYL COVER PLANTING & IRRIGATION PLAN H NIBCO GATE VALVE T-113 LINE SIZE --�- FEBCO BACKFLOW PREVENTER 895-7" F,.f. &Y_,1s-p dAJ INSTALL PER GGWD'STANC?"f4>S -- ---- AS APPROVED PVC CLASS 315 MAIN PRESSURE LINE FOR PIPE 2" AND LARGE, DEPTH TO BE 18" LEWIS HOMES QIyU uA0 ``'E ' �o k,B C�'" � � � ---- S APPROVED PVC SCH 40 MAIN PRESSURE LINE FOR PIPE 1} AND SMALLER DEPTH TO BE 18" APPROVED BY: DATE, � AS APPROVED PVC SCH 40 NON PRESSURE LATERAL LINE DEPTH TO BE 12" CITY ENGINEER RC.E N0. __-- AS APPROVED PVC SCH 40 SLEEVE FOR PIPE UNDER PAVING AND WIRE SLEEVES ~ � DESIGN RECOMM[NDED _ DENOTES VALVE STATION NUMBER Ce LuO ut � im L�son�-s A Land Concern, Ltd. DENOTES GALLONS PER MINUTE DEMAND U 2 w PLAN DENOTES VALVE SIZE NO-120886 DRAWN 1750 EAST DEERE AVENUE SHEET of - CR_ • ! , SA1�fTA ANA CA 92705 4 of 6 NOTE: SIGN AREA C IRRIGATION .t? M PHONE (714)250-4822 ALL REMOTE CONTROL VALVES TO BE EQUIPPED OF �►lCHECKED RCE. NO DRAWING NO WITH A HYDRO MASTER MOISTURE SENSOR PER �/ THE CITY OF RANCHO CUCAMONGA STANDARDS. M.SWEENEY DATE FILE NO 1�57 �L uSE SCH 40 PVC FOR ALL PIPE AND FITTINGSGREEN PLASTIC CIRCULAR -• QUICK COUPLER VALVE REFER TO VALVES UP TO 2" DIA. SHALL HAVE APPROVED GREEN PLASTIC, ROUND - -+ K D C�- PRESS' RE --;-YFLCW DEVICE WITH FOR VALVE SIZES 1-1/2" AND BELOW. AMATEK GREEN PLASTIC Q MALLABLE IRON TEE HANDLES; VALVES VALVE BOX, W/ LOCKING COVER, 2 GATE VALVES, REFER TO PLAN FOR TYPE USE CLASS 315 PVC PIPE AND SCM 40 PVC VALVE BOX (OR EQUAL) VALVE BOX. AMATEK OR EQUAL LEGEND FOR SPECIFICATIONS LARGER THAN 2" SHALL HAVE SQUARE MARK 'G,V. ' W/ 2" WHITE LETTERS WATTS # 77S LINE SIZE WYE AND SIZE OF EQUIPMENT. FITTINGS FOR VALVE SIZES 2" AND LARGER. WITH LOCKING COVER. _ OPERATING NUTS. STRAINER W/30 MESH SCREEN _IIIb==11I1� 1111=Ii = FINISH GRADE, SHRUB PLANTING FINISH GRADE BRASS UNION PEE FINISH GRADE I FINISH GRADE v -:111 = 1111► I I�' rl BRASS ELI, TYPICAL 36 MIN.LENGTH E'4 REBAR - - - I _ I I_ �I�_I_III = _ ��I _ -x+1+1----+ QUICK VALVE, - I-__ I _ -- _ COUPLER S PAN _ EE L - 11, _ I' = ___ _ STABILIZER. ATTACH W/ (2) � I - = 1 �_ � _ ,., - ,•� CONTROL WIRES WITH _�I __ _VIII VIII AND LEGEND =- � �=��. 1 -�ll--!il. 111i1�_. i - qwAt - STRINLESS STEEL CLAMPS. - - - ji '� EXPANSION COIL - - _IIII_ - ;I� �il� I11 - III BRASS UNION 24 E _ _l -- Illll IIII-- I �-�fi------- Z �11�E �- — BRASS NIPPLE, _ �-" - - - ILLI LENGTH AS REQUIRED I �llk= Ili II�1 3/4" BRASS NIPPLE, 1111 I�II� (I� BRASS I APPROVED GI(_ _ I,1 11111 NIPPLE TYP, WIRE CONNECTORS e" Mtr' 3/4 CRUSHED ROCK I.I LENGTH AS REQUIRED BRASS STREET ELI, TYPICAL 41 BRASS STREET ELL, TYPICAL --• PVC, ADAPTER BRAS NIPPLE, o•' :e . a o.: + S LE 6 MIN. LENGTH PVC. MAINLINE, a �-o 1 CU.FT. BRICK STAB � II I STABILIZER, TYPICAL I, I I ICL I II11 n ! I ! _ Y 3/4 CRUSHED ROCK - a _ COVER AS NOTED II.I II 2 x 4 REDWOOD B,.ass NIPPLE 6° MIN. LENGTH - FVC SCH 40 TEE OR ELL __ � ; _ i 1111-1.11 ILII_ o; BLOCKING OR BPICK � � PVC SCH CO TEE OR ELL Oil PRESSURE MAINLINE, _ a LATERAL DEPTH A RE D. 3/4" I I S Q ,e Jill 1 CU,FT, CRUSHED ROCK • . , LINE Pv Ma N E • C I L N I e �.o f GoNGRE7E e'. Db e e. , pE 2 x 4 REDWOOD BLK G D PVC MALE DEPTH AS ..Q,I ..D � � PA ADAPTER OR BRICK E I CU. FT. CONCRETE THRUST BLOCKS, TYPICAL. WRAP PIPES WITH 10 MIL. TAPE. SATURATE AND RASS UNION AND MAIN LINE - ------ 3S" M.:N, LENGTH #4 P,EBAR COMPACT SUB-GRADE TO 90S PRIOR TO POUR. PPLES, TYPICAL STABILIZER, ATTACH W/ TWO (2) STAINLESS STEEL BANDS REMOTE CONTROL VALVE QUICK COUPLER VALVE QUICK COUPLER VALVE GATE VALVE BACKFLOW PREVENTOR NOTE: + SATURATE AND COI'PACT SLEEVESE: -� -- -- 2 -- s • i- C �- TO BE ELECTRICAL/CONTROLLER FINISH GRADE POP-UP ROTOR HEAD, ALL PRESSURE MAIN LINE UNDER BACKFILL TO 90% ° COAT ENCLOSURE.PAINT EXT- SPLICE , SEE LEGEND FOR SPECIFICATIONS PAVEMENT SHALL BE BURIED TO 6„ #DB-2358 _ --_� = ERIOR AS PER CITY RE- A 6" MIN. DEPTH = _ / ;;1 HARDSCAPE SURFACE BY m "� s- 3 a UIREMENTS. ,_ 3 AVAILABLE FROM. 1 q�� :�• , Q MIN, = L. R O / OTHERS, SEE PLAN GLOBAL PAN PRO T t I L�a • NOTE: ALL HEADS TO BE e . 0 1_ CLEAN BACKFILL AS REQUIRED, 0 S �DUC 5 11' I KEPT A MIN. OF 4" FP.OM — — — — __ P.O. BOX 145 „ / - TWO WIRES THREE WIRES �, �� x9. REFER TO ENGINEER FOR CAMBELL, CA. 95009 WALL MOUNT CONTROLLER 1111= %_ -' ANY HARDSCAPE SURFACE \�� % �\// z SPECIFIC MATERIAL AND (408) 379-2358 SPEC- IFICATIONS. SEE LEGEND FOR SPEC- IIII JIII� COMPACTION REQUIREMENTS. IIII 3/4" MARLEX STREET ELLS, TYPIC-'_ F- /' , CL M --�-► CLEAN GRANITE SAND F �` 3/4" PVC SCH 80 NIPPLE, w - z is C141�\��� FINISH SURFACE LATERAL LINE W/ SLEEVE ' MOUNTING FLANGE WITH BOLTS 6 MIN. LENGTH \ _ - FOUR WIRES TO BE SET IN 6" MIN. THICK PRESSURE MAIN LINE W/ SLEEVE 8" CONCRETE PAD. NON-PRESSURE J n n 1. CLEAN AND STRIP WIRES. CONNECT WIRES WITH A 'SCOTCH-LOC' OR EQUAL PVC SCH 40 TEE S x S x T 'LATERAL' LINE LOW VOLTAGE CONTROL WIRES, ELECTRICAL WIRE CONNECTOR. WIRES ARE TO REMAIN CLEANAND CRYTO PVC LATERAL LINE �' r., SLEEVE SIZE AS REQUIRED ENABLE SLEEVE TO PROPERLY SEAL. bo 1 �------� .FINISN GRADE PRESSURE 'MAIN' LINE 2. POSITION SLEEVE TO APPROX. 1/4" OVER WIRE CONNECTOR (FIG. 2). Tlil IQ _ DIRECT BURIAL, LOW 6 ,� PUSH CLIP OVER SLEEVE END AT EACH PAIR OF WIPES AS SFO'WN. 3. SHRINK THE SLEEVE WITH A TORCH AT A LOW FLAME. SWEEP SLOWLY BACK LOW VOLTAGE CONTROL WIRES VOLTAGE CONTROL WIPES, NOTE: •ALL SLEEVES TO BE PVC SCH 40 PIPE AND FORTH AROUND SLEEVE UNTIL ADHEASIVE FLOWS AND SEALS AROUND �+ IN 3" DIA.PVC SCH 80 LONG - BUNDLE AND TAPE TO •ALL SLEEVES TO BE SIZED TWICE THE DIA. OF THE PIPE RUN WIRES AT EACH CLIP. HOLD TORCH 4 - 6 INCHES FROM SLEEVE, DO NOT PIPE AT 10 FT. O.C. TOUCH FLAME TO SLEEVES OR WIRES. AVOID SCORCHING. ALLOWTO COOL SWEEP ELLBOW • ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES FOR APPROX. TWO MINUTES. 9 ELECT. METER POP-UP ROTOR HEAD TRENCHING PIPES UNDER PAVING WIRE CONNECTIONS CONTROLLER ENCLOSURE - - S ! i. • FUP-�P 5= .°'Y HCr+.� �, FER FDP-UF S ;AY HEAD, REFER - SEE LEGE"+D FOK S�FCIFi - TO LEGEND FOR SPECIFICATIONS TO LEGEND FOR SPECIFICATIONS -- - - PVC SCH 8� .;IP?LE , FINISH GRADE FINISH GRADE 10 LE';STH AS P.EQUIRE NOTE: ALL SPRAY HEADS NOTE: ALL SPRAY HEADS —+ FINISH GR TO BE PLACED 4" CLEAR TO BE PLACED 4" CLEAR F SURFACES. F A NAR CAP SURFACES. i 0 ALL HARDSCAPE SUR .,ES 0 0 ALL OS E i { - 11 II " n Q h!�„LEX STREET ELLS, TYPICAL h's�,.LEX STREET ELLS TYPICAL 1 1�rI EX STREET ELL , I Y. � . ._ „ NIPPLE,112” PVC SCH 80 I 12 PVC SCH 80 NIPPLE 2" PVC SCH 80 NIPPLE , II 6 MIN. LENGTH 6 MIN. LENGTH T"J. LENGTH + 40 TEE S x S x T PVC SCH 40 SxSxT TEE OR ELL PVC SCH 40 SxSxT TEE OR ELL r PVC LATERAL LINE, SIZE PVC LATERAL LINE, SIZE - LAT--P-'l LIt;E AS NOTED ON PLAN AS NOTED ON PLAN SHRUB SPRAY ON RIS POP-UP SHRUB HEAD POP-UP TURF HEAD IRRIGATION LEGEND: SY('BOL MANUFACTURER DESCRIPTION MODEL NO. HOZ. FULL HALF QTR. RAG. PSI • QU:JK C.. ELVES ARE TJ EE !',S'�LLE 1'+ S--_P CR G �� C'+=R GENERAL IRRIGATION NOTE = �� :ss:ELE A, W:TH:'+ I�" T HA�'S'A�E ,.L Q,,:_� S _� I, S- LL 6, „r__L�- I' A a sax. • -:S ES:G9 IS GPA -!r ALl E. 'w_ - SHC.Y I'I 7A'/EO AREAS IS FOR • P_ CO'•'�E'.Ti DYS MADE TJ SLIP-JOINT PVC PIDE SHALL BE MACE O n(t RAINBIRD POP UP TURF HEAD 1804-15 15 3.3 1.65 .8 14' 25 OLAP: .: ..:'+ r,c Is T, ,s .WED W: .. PLANTi'S AR-AS :A .=n =c SDs cK=`r'T;�, A''` '`'J " APTE-s c LPL['„s ARE ;; ' _ssaar Q Q� RAINBIRD POP UP TURF HEAD 1804-10 10 1.57 .79 .4 10' 30 _:TCR TO 's -'.L A': aP�;OVED A'iTi-CSA"tar DEVICE FDR ALL LOW HEACS • CO t,O7 WILL° LLY INSTALL ANY ECC: -',T AS S'- 'N CY PL 'IS W"EN IT IS E . l:. _AD CPA:.��: A%D PCSS:- SD:_ Q RAINBIRD POP UP TURF HEAD 1804-17-SST SST 1.73 9'X18' 30 _S IN T-E F:E_D r- UN RAINBIRD '.Di :'6 EXIST 7-�' WERE NCI E/IDENT ._ TI"E THESE P'_A'iS '.ERE PRERAPED. S.,CH C='•::T:CNS S�AII BB • A,L SPRAY H:]^S ADJACENT TO S!CEWALKS, "SS, OR:'lEWAYS OR OTHER HARD- RAINBIRD POP UP SHRUB HEAD 1806-15 15 3.30 1.65 .8 14' 30 E':'D-T r0 r-E AITEVTT:v OF THE Cn.E=.s r T-s=.:zED PE-;ESEN-AT!VES PR:OR s-->E s. = =s s All BE IvsTULED c+ AYR0"o:ATE PCP-LP BODY As `X ■ i RAINBIRD POP UP SHRUB HEAD 1806-8-FLAT nr W'ca< cR T^ IRa:G ON c_.T;;_':RJs ASS-'-'; ALL RESPCNs:a!Llrr FLT. 1.61 .58 .3 7' 15 'R ,Y FIE C- ES C-E cD NECESSARY s' C.',ER. s= rt T-_ LE,Eu? ND SET F_aH W:Tr T-_ F:',:sH GRAD- 7, • 1'�i'-LL ALL EC,'J:P"EYT AS SIGN Iv -ETA:'.S A'.D SPEC!E•:ATiCNS. CCN'RA:TCR • !'+STALL ALL SDPAY HEAOS W•TH NOZZLES C, THE A»RCPa:ATE DEGREE OF Q -_'_ EE RES':VSIELE TO C':"SLY W:�t A-_ LOC-I CITY ,. CDL`u Y RE;ci;MP,"S "r-::JS F''R T-r AREA TO 6E CO`JERED. ADJCS' AML NCZZLES TD ELIMINATE RAINBIRD AUTOMATIC CONTROLLER ISC-SERIES SIZE PER PLAN INSTALL IN T.YER'S MEUG-IM'ENCLOSURE `:R E H E,U:�`FN7 AND INST-LAT" s==AKI V.a'ER c+ 6unDlvGs ANO HARDs:A-E. DJusI ALL VA.vEs FLOW RAINBIRD AUTOMATIC CONTROL VALVE EFA-CP-PRS SIZE PER PLAN INSTALL A HYDRO MASTER SENSOR @ EA VALVE • _ S°STEM IS CEs:GYED F:R THE M:Y:••-M CPE'-TING PRESSUPE AS SHOWN AT RDLS TO PPC;;DE OPT;�uM PERF,=^A);rE PPC:NT CF CD% TI"i. Tn- MAxi"_'4 C:":.'.� CF G=LL"',S POR M:'NTE IS • TSE IRR:,A'1C'I C"N??ACTOR $HALL BE RESPONSIBLE FOR TN C ROINATi^N OF 0 RAINBIRD QUICK COUPLER VALVE 33LVC W/YELLOW LOCKING VINYL COVER ^s s-_:[=:ED. T E IRR;G;,--` CONTP TCP SHALL CE 1',S THE A:-,'I. LE =-_� T-= s:'= P�I:R TD ISE sT-:T OF I•.s-uLATI-v. ON-SITE OBSERVATION PER THE CITY OF RANCHO CUCAMON� REPRESENTITIV Af THE FJLLOWIYG S'AJ:S OF INSTAL' :ON H NIBCO LINE SIZE GATE VALVE T-113 TnE A: 'JAL IOCATI:rI FOR THE INSTALLATION 0: THE BACKE'.Ca PREYEYTGR AND 1v!7IAL P E-JOB MEETING WITH THE OW ER AND LANDSCAPE ARCHITECT. CITY —�-- fEBCO BACKFLOW PREVENTER 825Y REDUCED PRESSURE TYPE INSTALL PER ALL CODES THE ALTOMATIC C:NTRJLIER Is TO BE OETE;M;NEc IN I-E FIELD BY THE CITY P, TEST of IRRIGATION MAINLINE ►sKICR Tc BACKFILL OF TRENCHES. DESCRIPTION OF REVISION OAT[ APPMOY90 ATT-DR:ZED REPaES.N-AT:`+E AND/CR THE LA%:SCAPE APCHI'ECT. • PRESSC • CO'JER-:E TEST OF SPRINI",ER SYSTEM Pr`!:R TO PLANT INSTALLATION. -- AS APPROVED PVC CLASS 315 PRESSURE VAIN LINE FOR PIPE 2" AND LARGER DEPTH TO BE 18 • !'0 V. ELECTRICAL POWER SOURCE To BE PROVI"ED BY OTHERS TO THE LOCATION -- AS APPROVED PVC SCH 40 PRESSURE MAIN LINE FOR PIPE 1#" AND SMALLER DEPTH TO BE 18" F;R THE AurOM tIC cJNTRC- 1RR;GanON c iTRACnDa =0 BE REsPo,saLE FINAL WA'_K-?HRcuGH OF THE PROJECT W:TH ALL PARTIES CONCER7IED FOR CITY OF RANCHO CUCAMONGA F'R F'NAL C''.';C':^_N TO E,UIPYEYT,. VER:'i'A':"N OF JOB COMPLETION AN. EXECJTIDN OF W'^_RK PER THE PLAYS A`;D SPE:; :=AT:CYS. AS APPROVED PVC SCH 40 NON PRESSURE LATERAL LINE DEPTH TO BE 12" ALL LCW vc:rAGE WIRE Fact+ a1.Ta:L'_ER To vAl'rEs SHALL BE SOLID COPPER AS APPROVED PVC SCH 40 SLEEVE DEPTH TO BE 18" OF =:A D:RCT BU=.IA. TYPE. USE BLA:K INSULA"ED WIRE FOR P:,_OT AND WHITE . THE CONTRACTOR SHALL PROVIDE TO THE CI'Y, JPON THE COMPLETION OF THE F`R CC-YON. IVS7ALL 1V A C':`•`!CN TENCH W!TH PRESSURE -A:•,LINE PIP:NG ,--9, A SET CF REPRODUCIBLE 'AS BUiLT'�R+4t.0ffW-H SHALL BE VER[Fiio TERRA V I S T A .-ERE POSSIBLE. °L'.CLE A',D TAPE T: PIPE A' 10 FT. IV'E;,AL S. I:; AC CL RACY A" THE TIME OF THE F;'i A, DENOTES VALVE STATION NUMBER • P-CV:OE A M:N:"CM OF 18" C'1ER OVER ALL PRESSURE MA:^LIVE PIPE AND 1?" • TdE IRR+,,ATICN SYS'EM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE (1) �QRKu O DENOTES GALLONS PER MINUTE DEMAND M:N, COVER OVER ALL N071- EssJRE LA-ERA', LIVE. ALL P:PE UNDER PAVED YEAR. ANY GE--E_TIVE EQUIPMENT, M.A7EVIA'„S OR POCK WOPKMANSHIP SHALL BE WEST GREENWAY CORRIDOR DENOTES VALVE SIZE A:.As IS TO ?E _.sTA'_LE, 1+ A P;: sc cc S,,EVE W: 3c`�M:v. c''.ER REPLACED c? _. _ ,EO BY THE R:S,_ N cD, P- cR AT NO AD TIO NA nAL COST t C. S_,_ _ l^CAT._ i' BE AS SHOWN GY P'_ANS Ai,D i'+S-A,_'D P. CEIAI_- TJ ."E C'd'i.R. � IRRIGATION DETAILS PRESSURE TEST TO BE PERFORMED WITH A REPRESENTITIVE OF THE CITY s • OF RANCHO CUCAMONGA PRESENT.PRESSURE TEST TO BE @ 150 PSI FOR 6 HOURS o�clj•27� r" LEWIS HOMES ALL AUTOMATIC CONTROL VALVES AS PER THE CITY OF RANCHO CUCAMONGA. IMTL `” TO BE EQUIPTED WITH A HYDRO COMTit�►GTOR• 544. A.- guppy �oUCe0 Got,oRED APPROVED BY: > DATE: NOW- MASTER _ MASTER MOISTURE SENSOR PER CC*j-m0L .E.2 CKAars Vh cA1J ua I "A1: ? CITY ENGINEER RCE NO'� THE CITY OF RANCHO CUCAMONGA 5upp�.t�. �E CHAFZTCt Is, -ro ibip A. p " r STANDARDS pzc-u z-D ft_^CA_uNE OF OF P•�ItAVE� �' '� OF �L�Q' DESIGN RECOMMENDED AS- 6UI1_T 09+41,.11 t�IC.wS , W I-L'EA THE AGLEFA C- c oti AC_E E sTano►.} ,� y �/ 1 motshagen associates, ltd Land Concern, Ltd. SOIk•dS Cot_cRmG pI�TLY Wt-1EN � s. . .o.pprzovmD e y -t�4e- U "¢fE u{aeT 2 SHALL_ � NE�ZMETIC�►t.�. ��.L �n .1nlE,nuNonot,,,,,nr,on Eons,,,tnnt, .,"ori, monng.-mEn+ .,,ronn,n, ..estnrch � DRAWN 1750 EAST DEERE AVENUE 5►IEE T ' ---- — - _- -- - -- - - �fl r�,NT�O - - SANTA ANA CA 92705 5 s "T{-1�, r.►ET WITH 1� � 3723 Dirch Sncct. Suite 20 Ve_L—r—w-J OR A"�E� Fl�r 1M - OE Newport Beach, California 92660 CCRTIFICD CONSULTANTS PHONE (714)250-4822 OF 0C _ �iG SIGH 'TFIESe C RA-.v_TS Im T 6E COr►1 E D 1 (714)x►°^," S�j7 71S�j The Irrigation Association PL Q886 CHECKED ORAwING NO pNp IN PSE ALL DETAILS c G.L. MOTSHAGEN ASSOCIATES, LTG. i98' RCE NCI 15Y 'IEtE ctrY O M.SWEENEY DATE FILE NO �� L- (6) At the conclusion of the pressure test. the head shall be installed avid C. Commercial fertilizer shall be delivered in sacks with manwfactu er's label I<1 iMATER10fG CONCRETE IRRIGATION tested for operation accordance rich design requirements under normal showing weight and analysis attached to each sack. operating pressure. Contractor shall verify head pressures with phot A. ;mediately after planting, rater shall be applied to each tree by amens of a tube and adjust valve to correspond with design pressure. Rose. The weer shall be applied in a moderate stream in the planting holes 1. SCOPE D. Instailalon of Ring-Tied PYC Pipe STAKING MATERIALS until the meet•rial about the roots is completely saturated from the bottom of 1. 8C OPE uperr transportation and labor (1) Except as way be noted in other A. Tree staking shall be as per plan. the hole to the imp of the ground. furnish and install all concrete work complete as indicated on the drawings aha Furnish all materials, equipment, services, supervision. trans Darts of the Specifications or on the specified including: k complete,including: drawings and specifi• drawings, installation of Ring-Tile pipe and connecting fittings shall /. Tees for holding trees shall be at per plan. /. ►tants which cannot be wet-red efficiently with the existing water system cations; service manuals; record drawings; loose equipment; guarantee; materials; be outlined in manual as furnished Dy pipe manufacturer, or as set forth shall W watered by means of a %ose. A. Furnish and set all reSnforcin9 steel, Dolts and anchors. and installation. by the JoAnn-Manville Company Menu 1 /7I2-62A. This shall include, but 1 O GRADING AND SOIL PREPARATION C. Apply water in sufficient quantitfts, :nd as often as SN somal conditions re- /. Install all items required by other trades which are to be cast into concrete. not De itmlted to, the installation of tM Pepe at the proper depth and quest, Lo keep the ground was at all times, +ell below the root system of 2. DRAWINGS AND SPECIFICATIONS the correct location of concrete thrust blocks of adequate sizes. Con- A. Contractor is to finish grade to within 1/10th of a foot Or 1' below paving grass and planting. Care is to De taken in w ter nq slopes so as not to C. Concrete mow strips, footings tor: w lis, fencing, benches, etc., where tractor shall make avalla e t sere cos o the manufacturer's represen- where paving exists. cause erosion dame applicable. A. The Intent of the DrawSn s and S ecillcations fs to indicate and s if a dative at the start of the fnstallatton and way be re aired from time to �' 9 p DK y time during construction. q I. Moisture Content - The soils shall not Dt worked iehen the moisture content is v complete and efficient sprinkler irrigation system. 9 so teat that excessive c 0. Following the planting of ground cover plants furnished In fi:.s, each plant 2. GENERAL 9 ompaction rill occur; and rat then it is so dry that shall be immediately and thoroughly watered by means of a host with a slow- /. Plot dimensions arc approximate. Contractor shall carefully check and verify (2) Each line shall be tested at a pressure 50 PSi greater than the mama- dust will form in the air or that clods rill not break readily. alter shall running stream of water. Ail requirements of subsection 3.31, Standard specil,cations for Public Works all dimensions and shall report any variations to Owner. facturer's recommended working pressure fora period of two (2) hours, Oe aDPlied if necessary to provide ideal moisture content for tilling and for construction, shall apply except as specified herein. with the couplings and connections exposed and with the center of the planting. C. Due to the scale of the Drawings, it Is not possible to indicate all offsets, pipe section sufficiently supported to Hold pipe in peace. 21. TREE STAKING fittings, etc., which may De required. Contractor shall carefully fnvestl- C. Pre]ITinar Gradin - Preliminary Grading shall be done in such a manner as to . 3. MATERIALS gate the structural and finished conditions affecting all his work, and plan E. Sprinklers anticipate the in sh grading. Excess soils shall be removed or redistributed A. Stake all non-guyed trees at time of planting by plating stake to the prepared A. Portland cement shall conform to ASTM-C150, T his work accordingly. Drawings are generally diagrananatic and indicative of (1) All nozzles on stationersprinklersbefore application of fertilizer and mulch. Where soil is to be replaced by hole and driving it 18" into solid ground. Plant the tree as close to the Y9 plants and mulch, allow nee shall De made SO that when finish grading M s stake as possible without crowding the roots. Fasten the tree to the u r ype I or T pe il. y pop-up shall De ti tightened after the work to be installed. The work shall be installed in the most direct and installation. All sprinklers having an adjustment stem shall be adjusted pe /. Concrete aggregate shall conform to ASTM-C37. workmanlike manner, so that conflicts between sprinkler systems, planting and on a lateral line for the proper radius, diameter and/or gallonage. DhaeEs^. there shall De ra deficiency 1n the specified depth of mulched planting end of stake in at least three places usingY.I.TBRACES{ See Draws^9s) architectural features rill be avoided. /. Trees 16' box size or larger, y 9 Y P ^9 C. W ter shall De clean, free from strong acids, aikalt, 011 or organic matter. (2) Sprinkler heads and risers shall De installed accordin to details. 4e shall be immediately u ed after lantf with 9 D. Weeding - Before and during preliminary and finish grad,rg, all reeds aha not less than three guys per tree, or as directed Dy the L.A. 0. Admixture for all formed contrite Shall be SIKH Chemical Corp's "Plastiment', 3. SERVICE MANUALS F. Yalves grasses shall be dug out Dy the roots and disposed of off site (except those 9 perennial type, lest than 2-1/2" high and eat (1) Protect bark of tree Dy covering rare with greendiameter rubber or approved equal, applied in strict accordance with manufacturer's directions. weeds and rases rat of the ) hose. E. Reinforcement: retnlorcing steel ASTM-A15 and ASTM-A305. Contractor shall furnish two (2) service manuals to Owner. Manuals may be loose (1) Remote control valves shall be adjusted so that the most remote sprinkler Dearing seeds, which may be turned under Oats more than 2-1/2' high and not WirefaDric: ASTM-A185. leaf and shall contain complete exploded drawings of all equipment installed heads operate at the pressure recommended by the head manufacturer. Re- bearing seeds may be turned under. Perennial weeds and grasses to be removed (2) Guys to De anchored by 2'x2'x2" redwood driven flush with finish grade or showing components and catalog numbers together with the manufacturer's name and mote control valves shall be adjusted so a uniform distribution of w ter include, but are not limited to, the following: 1'x2' galvanized pipe in rocky areas. f. fours address. Additional sheets shall cover operation instructions simple enough to be is applied by the sprinkler heads to the planting areas for each shat-(1) Nut Grass Puncture Vine Dallas Grass Mustard Plant St. Au mLuber shall De "construction grade` douglas fir. understood without specialized knowledge. vidual valve system. Augustine Grass (3) Guy wires shall be /12 ga. galvanized wired. Mark guys r1tA 3'-0' Alfalfa Johnson Grass Wire Weed Morning Glory long 1/2" dim. white PVC pipe. (2) Plywood for forming of concrete which is exposed shah be Ilyform. 4. RECORD DRAWINGS (2) Quick coupling valves shall be set approximately 12" from walks. curbs, (4) Guy lines are to De E. Ail Planting areas shall be scaritfed to a depth of 12 inches below grade ritA tightened to firm tension. All pl d used for formin shall be at least 5/B-inch thick, and ed headerboards, or paved areas where applicable. YertScal positioning of y"ro 9 quick coupling valves shall be such that sleeve to rill be flush with the spacing of the ripper teeth no greater than 12 inches on center prior to sealed. Contractor shall procure from CITY a sepia transparency of the sprinkier layout the settled finish rade as determined after the turf is established and placing conditioners and fertilizers. All rock and debris more than 2' fn 22. ESPA LIERiNG OF VINES and mark the exact as built" arrangement including locations of all equipment 9 dlaneter shall be removed from the site. G. Expansion joint filler shall conlonri with ASTM-D1751 (premolded). installed. Locations shall De shows, from easily identified permanent features 3" above grade in ground cover areas. All trellises and stakes are ro be removed Iron plants and the plants Shall M such as sprinkler heads, buildings and walks. The "as built" drawings shall be G. Valve Boxes F. Trenches - if sOrinkler system is installed after grading and fertilizfnq is fastened and trained against fences or molls as d;rected by the L.A. and city 4. CONCRETE drafted employing a competent draftsman. After final inspection and before final co-m Te etet d, the upper portion of the backfill shall be retitled and fertilized payment, the transDarenty shall be delivered to CITY (1) Valve boxes shall be set one-half in (1/2") above the designated to the depth specified for the arca required, to conform to the specifications. A. alit finl5h grade in lawn areas and two inches (2") above finish grade in 2 Z CERTIFICATES (1) Contractor assumes responsibility for the design .ix and guarantees the & LOOSE EQUIPMENT ground cover areas. SOIL REPORT BY: SOIL AND PLANT LABORATORY INC. specified ultimate strength as indicated or specified herein. 1 I. SOIL CONDITIONERS In addition to any other certificates specified, Contractor shall furnish a certi- (2) Valve boxes installed near walks, curbs, headerboards, and PERFORMED 3-2T-81 LAB N98125 (714)558-8333. Loose sprinkling equipment, operating keys and spare parts will be furnished by the paving shall + + ficate with lath delivery of Dulk material, stating the souse, quantity and type of (2} Concrete, minimum 28-day ultimate strength shall Dt 2000 psi. Contractor in quantities as shorn on plans or in specifications. abut those items. Top surfaces shall be flush with items listed above. A. in all planting areas the following application shall be made Der 1,000 square material and that the material conforms to the specification requirements. For N. Automatic Controller Location and Installation feet of area and shall De thoroughly cultivated in two directions into the top bulk delivered organic fertilizer, the certificate shall also state the volume, (3) Ready-mixed concrete shall conform to ASTM-C91. 6" of soil, and the area watered down: net weight, percent of Nitrogen and percent of Phosphoric acid. For each fertilizer • C 9• GUARANTEE (1) The automatic controller shall be installed at the approxlmrte location and soil conditioner, in containers, a similar certif;cate or invoice shall be fur- /. Proportions and onsittenty A. The entire sprinkler system shall De unconditionally guaranteed by Contractor shown on the Plan. Wished stating total quantities by weight and volume for each material• These (1) Th! proportions of a99rc9ate to cement shall provide a dense mixture as to material and workmanship, including settling of backfilled areas below (2) All local and other appllcabl! codes shall take precedent! in connetti certificates shall be submitted to the L.A. and Owner prior to the start of the which will readily work into alt corners of the forms and around all ^9 reSnforcemrnts without an se re ation of the materials, cause excess grade for a period of one (1) year following the date of final acceptance of the 110 volt electrical service to the controller. Owner shall rovide maintenance period. y 9 9 the work, power to controller. Contractor shall completep 8. Prepare soil mix for backfill in pits for trees, shrubs and vines, other than free water to collect on the surface or cause excessive bleeding of hook-up to controller. azaleas, terns and palms as follows: Z 4 PROTECTION the Iorms. 8. If within one year from the date of completion, settlen+ent occurs, and adjust- (3) There shall De adequate coverage of earth (1B" minimum) over the 24-volt Amount/cubic yard: menti in pipes, valves and sprinkler heads or paving is necessary to bring the control wire. Install wire in trench and tape to main lints on side of Contractor shall carefully and continuously protect all areas included 1n the (2) The recomnrnded practices of the American Concrete Institute shall bt system or paving Co the proper level of the permanent grades, Contractor, as pipe at 10' intervals. 60S by volume on-site soil Contract, including plant materials, fences, supports, etc., until final followed in alt ayplicable procedures. The maximum Slump Shall not exceed 3 inches for footings, slabs ongrade, and mass concrete; 5 inches for Dart of the work under his contract, shall make all adjustments without extra I. Control Wire 40S by volume organic amendment acceptance o1 tAe work Dy the L.A. and Owner. foundation rails. cost to Owner, including the restoration of ail damaged planting, paring 1 iDs 16-12-12 per cu. yard C. Control or other improvements of any kind. (1) All electrical equipment and wiring shall comply with local and state 2 lbs. Iron sulphate Der cu. yd. codes and be installed Dy those skilled and licensed in the trade. 25. MAINTENANCE C. Should any difficulties develop within the specified guarantee period which Planting pits shall De excavated twice the diameter and twice the depth of the A. Contractor shall maintain a sufficient number o1 men and ode u TM concrete quality, proportions, consistency, etc., 1s subject to the Owner feels nay be due to inferior material and/or workmanship, these diff l- (2} Connecting and splicing of wire at the valves or in the field shall De rootball. Backfill shall then be added as outlined above. q aft lqulpment aDDroval of Owner, and no changes shall bt made without his prior written culties shall b! immediately corrected by Contractor to the satisfaction of made using a Rainbird Pen-Tice connector. to perform the work herein specified. Plant maintenance work Shall consist approval. Owner at n0 additional cost to Owner, including any and alt other damage C. Prepare soil mix for backfill in pits for azaleas, ferns and palms as tollors: of applying w ter, weeding, caring for plants, including groundcovers, shrubs caused by such defects. J. /ackflow Prevention Units 1/3 Conrock nursery sand 128' and trees, edging, aerating and mowing of lawns, fertilizing and control of The backflow prevention units shall bt installed as shown on Plans and Details. 1/3 Canadian Deat Moss pests and diseases. S. FORMWORK 1/3 loamite or Forest Humes T. MATERIALS MAINLINE PIPING HILL BE TESTED PRIOR TO INSTALLATION /. Damage to any piantee area shalt be repaired immediately. Oeprestlons A. Forms for concrete work shall be either metal or wood. Forms that are OF LATERALS, AT 150 PSI FOR 6 NOURS MIN. caused Dy vehicles or toot traffic shall be tilled with topsoil, leveled and D. The prepared soil shall De uniformly blended in an area adjacent to the Dlant- warped Or that d0 not have a smooth Straight upper edge shall not be used. A. Pipe and Fittings ing work and shall De accurately proportioned using a suitable neasurSng con- replanted. Exterminate gophers and moles, and repair pamage. Forms shall De set with the upper edge of the board true to line and grad! (1) Brass - Brass pipe shall be IPS standard weight 85s Red Brass. Fittings toiner. Unused excavated soil shall be removed from site. Protect the mix C. The entire project shall De maintained fora period of iW commencing and shall be stated rigidly in place with stakes set not more tM n four feet sha1T be with standard 125-bound cast bronze threaded fittings. from water until it has been placed in backfill around plants. �T the time all items of work have been com�poleted to the satisfaction of (4') apart so as to rerroin immovable throughout the construction. All forms I .ea PTY Ola fAW-444 GvtAr+'1ON&A. shall be approved Dy Owner within a tolerance of one percent (li). Al, (2) PVL Conduit - Pipe that is uteri for control wires shall be PYC conduit LANDSCAPE C ON STRUCTi ON 1 i FINISH G R A DING materials shall De accurately and separately weighted and mixing shall con- Schedule 10. Type 1220. All wires under paving shall De installed in 0. The project shall be cared for in a neat, clean condition at all times to tinue until the dSstriDution of material Ss uniform and the mass of concrete PVC conduit. When preliminary grading, including ►reeding and fertilizing, hoz been completed and the satisfaction of {TM and L.A. is homogeneous. _ the soli nos dried sufficiently to be readily worked, all lawn and planting areas (3) PVC Normal Fact Pipe-Type 1220 PYC Schedule 40 t 80) B. Two and one-half (2-1/2) gallons of ratty per cubic yard, shall bt withheld (a) Type I1 Grade I High impact pipe. I. SCOPE shall be graded to the elevations indicated on the drawings. Grades not oche nesse 29 LAWN MAINTENANCE from the mix at the plant, and all or a portion may be added to the mix at the indicated shall De uniform levels or• slopes between points where elevations are Sven. Minor ad g A. Waterin - Mater every day once per day for two weeks and thereafter gradually job site as directed Dy the Inspector. The concrete shall be mixed at least (D) Outside diameter of pipe shall De the sane size as iron pipe, The work of this sett ton includes all labor, materials and equipment required t0 9 justments of finish rales shall be made at the direction of the reduce tr uenc of wterin to three timet r week. Contractor Shalt 5 minuets alter such water is added and not less than 3 minutes of this Lina (c) Pipe shall De marked at intervals not to exceed S' with the complete work indicaoAeq Y 9 De con- tinue to maintain the lawn until final acceptance Dy the l.A. and Owner. shall be immediately prior to the discharge of the batch. Total mixing time follow in information: Manufacturer's Wane, nominal i dance with the best standards of practice relating to the various trades and under Finish grade shall be a smooth, even and uniform plane without abrupt change of sur- after adding original water shall De at least 15 minutes. 9 D Pe size, PYC the continuous su envision of a co etent foreman, ca able of inter ret in the face. Soil areas ad meant to Duildin s to allow a natural run-off of water, and /. Fertilizin_g - Apply 16-6-8 at the rate of 5 pounds per 1,000 square feet type and grade (i.e., 1220) schedule, NSF approval and commercial drawin s and these s ecifications. The work includedpin this section is as follows: surface drains a shall be directed asgindiceted on the drawn s b renpdelin sur- reth a reels after installation and water immediately thereaiLtr. C. Concrete which is not placed within 90 minutes after tM introduction of cement standard designation CS 207-60. 9 p 9 9 Y 9 faces to facilitate the natural "run-off" of water. Low spots and pockets shall be C. Diseases and Pest Control - Two weeks after installation of lawn, apply a and rater, and concrete which has stood for 30 minutes after leaving the mixer, (d) PYC Schedule 40 shall not be threaded. Finish Grading for Planting; Soil Preparation; Fertilization; Planting, including one inch below grade of adjacent pavement of any kind. Grading shall be done when grana ar mercurta ungicide of 1.8t mercurous chloride as per manufac- shall not be used. lawn; Maintenance; Inspection and Certifications; Guarantees; Clean-up; Staking, soil is at optimum moisture content for working. tuner's recommendation. {e) Fittings shall be PVC Schedule 40, Type ii, NSF approved. Guying and Espaliering; Miscellaneous Allow noes. 9. CONVEYING AND PLACING (4) PYL Pressure Rated Pi T e 1220 (PVC Class 160, 200, i 315) and D. Mowing - The lawn shall bt mowed at a height of 1-1/2" with a rotary mower, A. Before pouring, alt corms shall De thorougMy cleaned and made tight. The ype 120 PVC_ Schedu a�0 2 APPROVALS /3 METHOD OF PLANTING AND WORK PROCEDURE equipped with rollers, before it reaches 2" in height. Collett grass bottom of trenches snail De wet down before pouring footings; earth shall not (a) Type I Grade li Pressure Rated Pipe. A. Ail sprinkler work shall be inspected and approved prior to the start of A No planting shall be done until all operations in conjunction with the in- clipping during mowing operations and remove from tAe site. be muddy at the time of pouring. Concrete shall not be placed until rein- any work. stallation of the sprinkler system have been completed, final grades have After tarn cutting, the edge of the grass shall bt trimmed to a neat an are approved by Owner. d forcemrnts, rough hardware, and forms (D) Materials snail meet the requirements set forth in ASTM D1I84-60T. been established, the planting areas have been properly oraded and prepared uniform send. The lawn edges shall be maintained neatly at alt cleat. (c) Outside diameter of pipe shall De the sans size as iron pipe. 8. Prior to excavation for planting or placing of stakes, locate all utilities, as specified, and the work approved by the L.A. 8. Before depositing new concrete against old concrete, all laltance shall Dt electric cables, conduits, sprinkler lines, Heads, valves and calve control 8. The relative position of all trees and plants is subject to approval by L.A. 27. GR OUNDC 0 VE R AND SHRUB AREA MAINTENANCE removed, and the surfaces roughened to expose the embedded aggregate. The (d) Pipe shall be naeked at intervals with the following information wires, and all utility lines so that proper precautions may be taken not to and Owner, and they shall, if necessary, be relocated as directed as part of surfaces shall then be covered with cement grout, using the specified mix (not to exceed 5'): Manufacturer's Harte, nominal site, PVC type and damage such improvements. In the event of a conflict between such lines and A. Waterin - New plantings shall De watered once per day Ior two (2) weeks with 1/2 of the course aggregate omitted, 1-1/2 inches thfck. grade (i.e., PVL 1220) SDR rating class, NSF approval and commercial lent locations, promptly notifyLan dsca a Architect I A.} who shall arran a the Contract. - standard dens nation CS 256-63. P y D ( g after installation. Reduce watering to every other day for the next two (2) C. Conveying and plating of tont rete shall be done so as to prevent separation 9 for relocation for one or the other. failure to fol' is procedure places reeks. Water thereafter three (3) times er week until final acceptance. p C. Ail plants shall be removed from their container and set so that, when settled, D of in redients, and in no case shall the free fall exceed 6 feet. Tremles (e) DYC Type I shalt rat De threaded. upon Contractor the responsibility for, at his own e/: _, raking any and all they bear the same relation to the required grade that they bort to the 8. fertilization - Fertilize three (3) weeks after planting with 5 pounds shall bt used as required. Surfaces of concrete small be kept reasonably f PVC fittin s shall be PYC T repairs for damages resulting from work hereunder, natural grade before being transplanted. Each plant-shall be planted in the ( ) 9 YDe 11, Schedule 40 NSf approved. raanacTL-6_ per T,000 square feet; fertilize thereafter every thirty (30) days. level, with a minimum amount of concrete being allowed to 11ow after being center of the pit and backfilled unless otherwise specified, with the prepared placed. Placing sha 11 be performed as a continuous operation until each (g) Solvent shall be 1175 Gray NSF approved as manufactured by Industrial 3• GUANTiTIE S AND TYPES soil. No soil in muddy condition shall be used for backfilling. No filling C. Disease and Pest Control - For control of slugs and snails, apply pelletized section is completed. Polychemical Service, Gardena, California. will be permitted around trunks or stems. All broken or frayed roots shall De trice cium arsinate t by weight and metaldehyde SSS Dy refight as per me Plant materials shall be furnished in the quantities and/or spacing as•shown or ro facturer's recommendations two {2) weeks after installation. D. Concrete shall be spaded and vibrated with mechanical vibrators to a maxi- (h) Caution shalt De utilized in handling Type i pipe due to the possi- noted for each location, and shall b! of the species, kinds, sizes, etc., as D party cut off. mum subsidence, without separation of ingredients. The moving of concrete Dility of cracking or of splitting when dropped or handled carelessly. symbolized and/or descrSDed in the "Plant Material legend", as indicated on the 0. L.A. and/or CITY shall supervise the placing and planting of all plants. For control of cutworms and other soil insects, aDDiY Metro brand so 11dr1n as by vibration will not De permitted. t drawings. The L.A, has prepared this list only as a conienience to Contractor and per manufacturer's recommendations two (2) reeks after installation. This ( ) When connection is plastic to metal, male adaptors shall be used. E. In the event that underground construction work or obstructions are en- assumes no responsibility for its accuracy. The landscape Contractor Ss to verify product contains Dieldrin, Lindane and Phosphorothioate. Tne male adaptor shall De hand tightened, plus one turn with a strap countered in the planting operation, alternate locations for plant material 7. GROUT wrench. Joint compound shall De permatix Type 1[. all sizes and quantities. will De selected by L.A, and Owner; operation will De done at no extra cost Exterminate gophers and moles and repair damage. A. Grout shall be composed of one part Portland Cement and two parts of fine (5) in -- -P Oipe to Owner. D, Prunin All shrubs and trees shall be inch pruned as necessary to encourage aggregate by volume. Materials shall be mixed dry and water added just 4• VERIFICATION OF DIMENSIONS AND QUANTITIES g - D Y 9e sufficient to make the mixture flow under its own weight. (a) A11 pipe indicated on the working drawings, shall be Class 160 PSI new growth and to eliminate rank sucker growth. Old flowers, and dead foliage 9 Dimensions are approximate. Before proceeding with any work, Contractor shall 14. PLANTING OF TREES and limbi shall be removed. No major pruning shall be done without the Johns-Manville PVC pipe with ring-Lite joints. 9 b. For dry tang cement grout, a minimum of water shall b! added to the mix so verify all dimensions and quantities and shall imeedtately inform L.A. and Owner approval of the L.A. (D) All ring-rite joints shall be sealed with rubber rings as provided of an discrepancies A. Position plants fir, plant locations indicated on drawings and secure approval that when wet sample is squeezed hard in the hand, surface moisture, but no y panties between the drawings and/or specifications and actual condi- before excavatingits, nakin necessar ad'ustments as indicated. E. �Weeding - All planting areas including lawn, roundcover and shrub areas free water, shall appear on the sample. Do not mix more than can be used in by the manufacturer. All pipe joints Shall provide for expansion tions. No work shall be done in any area where thew! is Such a discrepancy until p 9 Y J h TT be D 9 9 9 and contraction. s a kept weed-free at all times. Weed shall be dug out by the roots ]0 minutes. aDDroval for same has been given Dy L.A. and Owner. B. All pits for trees shall be dug square with bottoms level, the length of and disposed of off s►te. (c) Thrust blocks shall De provided as required for proper anchorage sides and depth equal to two times the diameter of the tree Dall. Compacted and duraDilit of the win Lite Di soils at sides and bottoms shall be loosened Dy scarifying or other approved Upon completion of the180 day maintenance period, the Contractor shall S. CURING AND PROTECTION Y 9 De• S INSPECTION method. Pits snail be backfilled with "prepared soil" to the required grade, fertilize per 126 - Lawn Maintenance and 127 Groundcovers and Shrub Area A. Rll exposed surfaces of concrete shall De protected Iron damage due to /• Sprinkler Ikadt A. All inspections shall be made by L.A, and CITY. Contractor shall request and the balance of the pit filled with "prepared soil", thoroughly settled Dy Maintenance of these specifications. temperature, elements, and construction operations. Sprinkler heads shall De az shown on plan or approved equal, inspection at least two (2) days Sn advance of the time inspection is required. ester application. B. Curing C. Valves b. inspection will be required for the following parts of the work: L. Set plants in center of pit, in a vertical position, so that crown of ball 29• GUARANTEE AND REPLACEMENTS will De levet with finish grade after allowing for watering and settling and (1) All exposed surfaces of concrete shalt De protected Iron premature drying (1) Remote Control Yalves - Electric rennte control valves shall be as (1) During finish grading and soil preparation. shall bear the same relationship to the finish grade that it did to the soil A. All shrubs and groundcover sha 11 De quarantted Dy Contractor as to growth and freshly placed concrete shall De protected against wash by rain. All s own on p an or approved equal. and health for a periocr of ninety (90) days after completion of the speclfled (2) Plants, after delivery to site and prior to planting. surface in the container. concrete shall De kept wet fora period of ten days after placing. In maintenance period, and/or final acceptance by the Gl'T1! All trees up to 20" order that curing water may reach both surfaces of mils, the forms shall (2) Gate Yalves - Approved gate valves shall De NSDco or Crane N 38 or (3) When vines, shrubs and trees are spotted for platntinq, Du[ planting D. Prepare depressed water basin as wide as plant belts at each plant. W ter box size shall be guaranteed by Contractor to live and grow 1n an acceptable be loosened and water shall be poured over the tops of the walls and approyeT holes are not excavated. thorouyhly, backfilling any voids with additional prepared planting mix. upright position for a period of six (6) months after conpittion of CM specl- allowed to run down between (3)the concrete and the forms. tied maintenance period, and/or final acceptance by the L.A. Trees 1n 20"Check Valves - Swing check valves shall bt of bronze construction with (4) Specimen trees at source, before delivery. (2) All liquid curing compounds shall De used in accordance with the menu- row ing pressure and shall conform to federal specification iS. PLANTING VINES, SHRUBS AND GR 0 UND C OVE RS boxes or larger, and all field grown specimens shall be guaranteed by Con- Iacturer's recommendations and shall not De used on surfaces receiving W-Y-SI, Class A, Type IY. Check valves shall be model 1440 as menu- (5) Lawn areas prior to planting. tractor to live and grow in an acceptable upright position fora period o1 factured b Kennel Y A. Vines and shrubs shall be planted in pits at least 18" greater in diameter one (1) year after comDletfon of the specilfed maintenance period, and/or concrete hardener, y y alve Manufacturing Company or approval equal. (6) Planting areas prior to planting, than their ball of earth and at least 12" below the bottom of the ball. Com- final acceptance by the L.A. "Stopamatic" valves shall be normally closed and shall allow water to (7) All landscape construction items, prior to the start of the patted soil at bottom of pit shall De loosened and the pit filled with "pre- /, All plants that Show Signs of failing growth at any time during the life of 9. DEFECTIVE CONCRETE Dass through when pressure rises above 20 Pit. Valves shall be as menu- calendar day maintenance period ("Final Inspection"). Dared soil" to the bottom of the ball. When the plant has been properly set, the Contract, Including the maintenance period,or those plants injured or factured for Rainbird, Glendora, California, or approved equal. the pit shall be filled to the required grade with "prepared soil" and A. Concrete which is not in accordant! with these specillcatlons, out of line, (B) At completion ofISOcalendar day maintenance period ("Final Main- damaged as to render them unsuitable for the purpose intended, shall be level, or plumb; showing structural cracks, rock pockets, voids, spalls, (4) Quick Couplin�alves - Quick coupltnq valves shall be as indicated on tenoned Inspection"). thoroughly settled by tamping and w tering. All vines shall be removed from immediately replaced in kind and size at the expense o1 Contractor.' hone comb in ex sed reinforcin or other damaged surfaces shall be con- PTans an shall be a locking cover. Alternate material may be submitted stakes, untied, and securely fastened in an approved manner to the wall fence Y de Do 9 9 for approval. Each quick coupling valve shall have a molded vinyl cover, (9) inspection reports shall be made for tarn inspection by the L.A. and or other surface next to which they are planted. 9aI1tMANWT A4;T eHme % C. Contractor shall, within S days notict by the C�"lta� remove and reoiace all sidered as defective. one co shall be submitted to CITY and Contractor. ttHAt,L-64 fat-vaV l� IruTmrn[R S.mCsiMTH• yellow in color. All quick coupling valve keys and hose swivels shall bt DY B. 7repare a depressed water assn as wide as plant balls at each plant. Mater guaranteed plant materials which for any reason fa 1 to meet Che requirements /. All fins and irregularities shall be removed from exposed concrete surfaces of sane manufacturer as the quick couplers. of the guarantee. Replacement shall be made with plant materials as lndica- while the concrete is still green. Where patching is required, all loose and thoroughly, backfilling any voids with additional prepared planting mix. unfinr concrete shall De removed prior to patching. Minor rock pockets and D. Automatic Controllers 9 CERTIFICATION m ted or specified for the original planting, and all such replaceent C. Ground _Covers materials shall br; guaranteed as specitted for the original guaranteed materials. honeycombing snail De batched with dry pack concrete. Autoaatic controllers shall De as shown on ►lana and Details. Prior to job acceptance written certifications shall be submitted to the l.A. (1) Pits for fiat sized plants to be at least 6"x6"x6". Ground cover areas EControl Wire for RCYs g. p 2 9• CLEAN-UP 10. CONCRETE FINISHES A. Quandt andautomar in dry soil. on completion of the work in this section, Contractor shall remove all rubbish y Quality of Commercial Fertilizeand Organic Fertilizer. All wiring to be used for connectfnq the tic controller to the electrical � Flat surfaces sha 11 be screeded to the required levels and slopes and then any solenoid actuated by remote control valve shall De Type Uf-600V, 1-strand or B. Quantity and Quality of all Soil Amendments salted for by Plans and SDec1t1- (2) Set plants in center of pits So that crown of plant will be level with trash and debris resulting from the oDerattons; remove disused equlpnent and Sm- excess water and taitance removed. Concrete shall De compacted with a grid tamper solid copper, PVC insulation, single conductor, Ul approved underground feeder cations. finished grade after settling of soil, then backfill and water, plenents of service; leave entire area involved in a neat and acceptable condition and then floated to a true and level surface within the tolerance of 1/8-inch cable. Each pilot or "hot" wire shall De black or color-coded with the common such as to meet the approval of Lha landscape Architect L.A. . (3) Flatted plants shall be cell-rooted with runners at least 4" but not along a 10-inch straight edge. wire being white. T. MATERIALS mare than 6" in length. See Plans for concrete finish in landscape areas. F. Valve boxes Plant materials indicated on the drawings and herein specSfSed Shall conform to the All remote control valves, gate valves, and pressure relief valves shall De in- following: 19 TREES AND VINES OCCURiNG IN LAWN 11. EXPANSION JOINTS stalled in suitable valve boxes as shown In details, complete with lock in 9 A. Nomenclature - Plant names indicated on the drawings conform to "Standard Plant Trees and vines occurring in lawn snail be planted before final preparation of Placearnt of expansion joints shall be as directed and determined by layouts of covers. All shall De Ametek, or approved equal, and shall be marked "GA. Names" established by the American Joint Committee on Horticulture. Except for those areas. slab markings noted "E.J." on drawings. Expansion joint material shall be Quick or "RLY" w(th station numbers for control valves painted in 1-1/2" high whit! names covered therein, the established custom of the nursery is followed. Joint, or a roved pp mol, or as noted in :tans. letters on valve cover by Contractor.� e. Condition - Plants shall De symmetrical, typical for variety and species, 17• CARE OF PLANTS BEFORE AND DURING PLANTING G. Backflow Prevention Unitsspam-iFealthy. vigorous, free from plant disease, insect pests, or their 12. PROTECTION The backflow prevention units shall be as shown on Plans and Details. eggs, and shall have healthy, normal root s stems, well fillin their con- Plants shall not be allowed to dry out before ea while being planted. Ktim Y 9 exposed roots moist by means of wet sawdust, peat moss or burlap at all Limas tainers, but not to the point of being root bound. Plants shall not be pruned during planting operations. Do not expose roots to the air except while bei All finished concrete work shall De barricaded to pedestrian traffic for three 7 ng ( ) prior to delivery, except as authorized Dy L.A. or his representative. In no placed in the ground. Wilted plants, whether in place or not, will not be accepted days. Barricades shall be placed immediately after concrete fSnishinr Contractor S. INSTALLATION case shall trees be topped before deliver shall furnish, plat! and remove all of his own barricades. Contractor shall De DD Y' and shall be replaced at the Contractor's expense. respons'ble for any damage to new construction and replacement or rep+fir of the A. Trenching C. Dimensions - The height and spread of all plant material shall be measured work shall be made without added cost to Avner. (1) Excavation shall b! open vertical construction suftictently ride to pro- with branches in their normal position, and shall De as indicated on the draw- i S. WATERING BASINS vide Tree working space around the work installed and to provide ample Ings. The caliper of all trees small be measured 4'-O" above the surface o1 13• PATCHING space for backfilling and compacting. the ground. Where caliper or other dimensions of any plant materials arc A. Construct a firmly compacted mound of moll around each tree and plant to form omitted from the "Plant Legend", it shall De understood that these plant a wearing basin at the edge of and following the shape of the pianting Dit CITY If archin is necessar and (2) Trenches for pipe shall be cut to required grade lines, and trench bottom materials shall be normal stock for type listed. area. Mounds for trees and for vines from 5-gallon or larger containers, DESCRIPTION OF REVISION . DATE APPROYE0 D 9 Y permissible, a bonding agent such 7 s Meld-Crete, or shall be compacted to provide an accurate grade and uniform bearing for shall be at least 4' high. Mounds for all other trees, vines or plants not equal, shall be used. the full len th of the line. D. inspection - All plant materials must M ve been previousi ,ns cted at the g Y De otherwise specified shall be at least 2` high. Excavated earth, if capable nursery by the County Horticultural Department and shall bt Subject of retainin A 0 N G A (3) When two (2) pipes are to De placed in the save trench, a 6" spate to the ins g water, any be used. Any settltnent within the basins retaining CITY O F RANCHO C V V 14. CONCRETE CURBS shall be maintained between pipes. pection and approval of the L.A. APID CITY BEFORE PLANTING water shall De refilled to the required grade with prepared soil, and add,- Construct concrete curbs at iocatlons shown on Plans as detailed, true t0 line and B. backfilling E. Plant List - Is cated on drawings. tional nitrogen stabilized sawdust corked into the surface as required to n- grade, as approved by tM local County or City. Use natural grey Portland cement store the mulched condition. concrete, 2000 psi compressive strength. Locate expansion joints as detailed or (1) Backfill material shall be approved soil. Unsuitable material including F• Sizes of Plants - Shall De as stated on the Pian. Container stock (1-gallon, - a on and 1 -gallon), shall have been grown in containers for at least one b. At the end of the 90 day maintenance period all watering basins in lawn areas shown, and as directed, at intervals not to exceed fifteen feet (15'). Finish with clods and rocks over 1` ;n site shall De removed from the premises and shall De leveled to finish rade TERRA VISTA lis sed of 1 all at no cost to CITY'. {1 year, but not over two years. 9 steel trowl, then brush with bristle brush parallel to fate or edge. Do M Y specific sod. (2) All backfilling shall be done carefully and shall be properly compacted. G. Substitutions - Substitutions for the indicated plant materials will be per- SODDED LAWN • 15t CLEAN-UP WEST G R E E N W A Y CORRIDOR misted provided the substitute terials are approved in advance Dy the L.A. 9. (3) Depm ma1 th of trenches shalt De sufficient to provide a minimum cover above and the substitutions are made at no additional cost to Owner. Except for n c the top of the pipe as follows: Upo ompletion of all concrete work and before final acceptance, Contractor shall authorized variations, ail substitute plant materials shall conform to the A. Cultivate all lawn areas to a depth of 8'. Rocks and debris larger than 1` remove all tools, surplus materials, apparatus, debris, etc., from the site and requirements of these specifications. If the accepted substitute materials in diameter which are brought to the surface by cultivation shall be ,emioved SPECIFICATIONS 12' over PYC non-pressure lateral lines are of a less value than those indicated or s tM site shall De left in a clean, neat condition acceptable to Owner. 1B' ower PYC non-pressure lateral lines for rotor system Decified, the Contract price will from tM site. If cultivation does not break lumps, a spike tooth M crow 18' over PVC mein under pressure shall be pulled behind a mechanical seeder or tractor. C PIC Pipe N. Plants Not roved - Plants not approved are to De removed from site tmmedi- /. Areas to De planted in lawn shall be finished smooth to present a neat and ate y and rep aced witA suitable plants. The L.A. and/or City reserves the uniform grade prior to installation of sod. The lawn bed shall Dt ,nspecttd LEWIS HOMES (1) PYC pipe LM11 be installed in a manner which will provide for expen- right to reject entire lots of plants represented Dy defective samples. Dy the L.A. to detenrine suitability for plantfnq prior to sodding. Con- d on and contraction as recommended by the pipe manufacturer. tractor shall obtain such approval before sodding. (2) Ali plastic to metal joints shall be wade with ptastic wale adaptors, S• FERTILIZERS AND SOIL CONDITIONERS C. All sodded areas shall De thoroughly watered. lawns are to be kept con- _`� APPROVED BY. i DATE: le _ unless otherwise shown to details. Samples of all soil amendments, sod and plants shall be submitted for inspection sinuously moist Dy w tering as often as required. and stored on the tate until furnishln of materials is t W CITY ENGINEER RC.E NO.� (3) The joints sha U De allowed to set at least twenty-four (24) hours be- g onpleted. Delivery way D. My lawn areas that do not show a prompt catch of grass shall be re-sodded at �� "'� fon pressure is applied to the system on PVC pipe• begin upon approval of samples or as directed by L.A. and the Owner, ten day intervals until an acceptable stand of grass is as mored. �� DESIGN R E C 0 M M C N Df D (4) After all mer sprinkler piping and risers are in place and com+ecttd, A. Orgartic fert111zer shall be processed sewage sludge with a minimum content of CO) ail necessary work has been completed and prior to the installation of iS Nitrogen and 21I Phosphoric Acid similar to 'Nitrohinmrs'. Method of pro- 11G (�, 1!�! - Land Concern, l_t d. L�s0iMr4"S sprinkler heads, control valves shall be opened and a full head of water cessing shall not destroy normal bacterial content. OG used to flush out the system. After the system is thoroughly flushed, B, Nitrogen sta0ltized sawdust shall be Dulk, with tM follortnq nitrogen content It'Z^7� ti P RAW N 1 750 EAST DEERE AVENUE S►lE[T riser shall be upped off and the system pressure tested. (S) Sprinkler lines shall be tested In place before backfilling for a period b:zed on dry refight: ; °"'j SANTA ANA CA 92705 6 of not less than one (1) hour, and shall show no leakage or loss of pres- O.St for Redwood Sawdust yl sure. During the test period, mum test pressure at the Atghest point 0.7! for Ftr Sa+edust 1_ '' P HONE (7 1 4)2 5 0-4 8 2 2 0, of the section being tested, shall be 100 pounds per square inch. 1.0% for Bark or Pine Bark or Mixture C M E C K E D DRAWING N 0 .� ,�11, R C E. NO Salinity - the :aeration extract conductivity shall hoc exceed OF CAl M.SWEENEY DATE FILE NO ./Z5/ - 7.5 millimrhos/cm at 25•L.