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HomeMy WebLinkAbout976-L, w ip Is city of rancho Cucamonga STANDARD DRAWING MA Kr -1 L1: MIX 16 rA1zT5 rt70 r ,j irAI'Me2 Fr-PW00D 5�taylnc>� W/ 0-77", STA81U2�D K rrl�..N W1 &-1/+11 pAgT r4_p size Lly. 151-00P —50NE-: MEAL. [r Z" MUL.1,-H 411 ��'�T t✓ n i KK1 ��'�T1�1 R1S1�1. • • ' • IZ" I r r ' SCALE: 1": 20'- 0" TR. NO. 12319--7 'LOT �) �'1'AG�+iA G�'�1l�►J515 �L.1 IZ �Q'p. � ' ,• � G�I���� �I�T�N� J I GAL. I iQ:v 0 TR. NO. 12317-1 z u ' Z b 1 • Q ' 3 yoxA�Jr�A LOT 'B' ►J1 GAT �j �l-.4.11 VI ►.�� � � \ LOTi GO "1 � I ►.IE l� i T � '; �� • . - � U N t Pf~ � t.i� G ►� I r.1C ►Jt� ' A lz�•1 �k'1'�1 c� i i 1'�•I 15 aJ seT- L46M WE�i tJT i G I �10f.J tZ�r ot,1 ., � 1 ' O 42 D t 7 �� - -- - IPO'JE'MARiNI)'� OP}`1G�LiNAU'J tZv7�MAKY I �" JL�NIP�R�'� Gf}IN�N'J1'� 1flFiYZ�RI>4NNA � �► .- ., . -- I COMPP,CTA -u) 1 JUNIMK - Mt°aGT Z>~1'Z ' N � TRe NOe 12 319 O 1 LOT ' 1 i LOT' I Uj 10 1 c ' INSTALLATION SOT e j.01 r'Inish grade all planting areas to a smooth and even condition so that `'EL 7 -OC 12317 � L- - I " �r11 no water e r ,, �- � �-- � , � j � pockets or irregularities remain. Remove rocks, clods and �D�� LCT �n" — ; (LOT _ foreign materials in the upper 6" of soil on grade so that, after • ' amending And water settling, shrub areas are 3" below the top of curbs and walls and l" below the top of walks. r-)QEIJP L Pj&r. E uT 1.01" "A" L,&\\u LOT (/) , 1 3.02 Weeds shall be removed and new weed growth shall be controlled In all city. of r neho cpe n s PREVAILY" WM V w L C :3 L �• ` Z �T J 3 d _ .TREE MiN.eLEARENCE—tT11�ESaA.TRt!!fK os neon nee nspecr t ons s a e peorme by the contractor MATERIALS through t..3 end of the guarantee periods noted below. If unfavor- _ ebie conditions exist which may be harmful to the installation the planting areas through the final acceptance of the work by the owner. r 2.01 Organic Amendment shall be nitrolized redwood sawdust, fine textured - contractor shall bring these to the attention of the owner's repro - Install pre -emergent weed control spray per manufacturer's directions. CONTINUOUS LENGTH Of ELASTIC ' V4. W Z WEBBING SUCH AS RIPER TREE TIES � acceptable. tee sec t lo;; of this work. W 3.03 Planting 1 W p GUARANTEES � , at t A. Plants shall be of standard size and healthy and normal in t- A. When planted and settled, the crown of each plant shall bear the 1 't -i i DIA. AND 10' LONi ,� • same relatlonship to finIAh4 grade as it did at the place of growth. ' r STARPARD t e. Container stock shall not be rootbound. Guarantee periods commence at the successful completion of the m III , SackfIII of plant pits:(see detail). +t o maintenance period. i C. Staking of trees if app.11cable: (see detail). W GENERAL .`y2S 3.04 Clean-up and remove all surplus trash and debris during the work and 1.01 Scope of the work Includes all labor, services, material, equipment, M '' at Its completion. Leave the premises in a neat and clean condition. Z transportation, and related duties necessary for the completion of "landscaping" as shown and as and incidental to described. 3.05 Maintenance operations shall begin Immediately after each plans t:, -and Wf1 Y�%i planted shall continue shtisfactorily th ry (30) days after the 1.02 Plant quantities are shown for convenience only. The contractor time that all items of work have been completed as specified and to shall Prove all plants shown on the plans. the satisfaction of the owner's representative. p ' 06 ? t Mia I I i h l i b f 2.03 Mulch shall be 1/4r r to 1/2 dlameter nitrolized broken bark particles appi 1 Ted in all Olanting basins to a minimum depth of 2". wi r -_S00ARr KNOT ��- SE A SMALL TACK i, MIN. STAPLE wl • BACKFILL FREE OF ROCKS J" r~t t:• .. } !.% IN DW. OR GREATER J . RTILIZATION M1K Asrlform 21 graMr m Plonttnp tots trR for squat) er+e tablet per each 1/2" ( \A\ , NOTES: of Uper. i \ � 1. Trees to be planted shall be of the species specified on le plan. Ticc T� �l ,irrr�z. 2. A construct ion permit to plant trees must be obtained from the City Engineer � + ,, �..�., .� before trees can be planted. $i�ii'>C�C (IC -0-55 ►,G j' 3. The planting of bare root trees musC have special approval from the City Engineer.• re \ \ tt 4. Trees shall normally not be less than 6' in helght-above ground level when r"' planted, shall be15 cal. size (min.) and shall not be root bound. it. ,f,, / r • ".lei: � I r i, KEY MAP t • sAc� �"r� ArAD _ .TREE MiN.eLEARENCE—tT11�ESaA.TRt!!fK os neon nee nspecr t ons s a e peorme by the contractor MATERIALS through t..3 end of the guarantee periods noted below. If unfavor- _ ebie conditions exist which may be harmful to the installation the - r 2.01 Organic Amendment shall be nitrolized redwood sawdust, fine textured - contractor shall bring these to the attention of the owner's repro - CONTINUOUS LENGTH Of ELASTIC nitrolized fir bark, or nitrolized cedar sawdust. Pine is not sentr,tive in writing or he may be held responsible under the ijuaran- V4. W Z WEBBING SUCH AS RIPER TREE TIES � acceptable. tee sec t lo;; of this work. V 2.02 Plant Materials 1 W p GUARANTEES � , at t A. Plants shall be of standard size and healthy and normal in t- ONE i11 TREATED � SPW STARE.STARE.every way. 4.01 A11 plants shall be guaranteed for a period of 4 months. 't r i DIA. AND 10' LONi ,� • r t e. Container stock shall not be rootbound. Guarantee periods commence at the successful completion of the m 1 f maintenance period. i 2.03 Mulch shall be 1/4r r to 1/2 dlameter nitrolized broken bark particles appi 1 Ted in all Olanting basins to a minimum depth of 2". wi r -_S00ARr KNOT ��- SE A SMALL TACK i, MIN. STAPLE wl • BACKFILL FREE OF ROCKS J" r~t t:• .. } !.% IN DW. OR GREATER J . RTILIZATION M1K Asrlform 21 graMr m Plonttnp tots trR for squat) er+e tablet per each 1/2" ( \A\ , NOTES: of Uper. i \ � 1. Trees to be planted shall be of the species specified on le plan. Ticc T� �l ,irrr�z. 2. A construct ion permit to plant trees must be obtained from the City Engineer � + ,, �..�., .� before trees can be planted. $i�ii'>C�C (IC -0-55 ►,G j' 3. The planting of bare root trees musC have special approval from the City Engineer.• re \ \ tt 4. Trees shall normally not be less than 6' in helght-above ground level when r"' planted, shall be15 cal. size (min.) and shall not be root bound. it. ,f,, / r • ".lei: � I r i, KEY MAP t • sAc� �"r� ArAD O • Y a •y j j! C7 �CCQw Q�=O DESCRIPTIONof REVISION Z Q "t�I1 DATE PPQ01 Er- ; W >f. Zoe„ CITY of RANCHO CUCAMONGAo arl!vt .�.W� rW��S TRACT NO. 12319 PEDESTRIAN BRIDGE (���Z :$Zs: C-ROSSINGIOVER CHANNEL DRAWN BY DATE APPROVED BYA F_ rpol 44 G TY ENGINEER RCE No 23889 DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED JOB NO. n OF SAN BERNARDiNO COUNTY .CONSULTING CiVIL ENGih'17RING aj DRAWN AND LAND PLANNING S I DR,AVdING MISER 549 N. Movntrrrn Ave., $0t 10r ' UPLAND CALIF©PNtA 111176) _ PtIONE' St at�:�-s*�illal WOKE O •. - RCE No /¢ �� WAW1NG Iq0. v` • 1 pA MDs >trx FILE t.s No ,s1 sx r Z V4. W Z V .O W W p ,� z' W at W O -w Q w U Q 't CA. �.., W i W .`y2S Liao W F Z Wf1 Y�%i O • Y a •y j j! C7 �CCQw Q�=O DESCRIPTIONof REVISION Z Q "t�I1 DATE PPQ01 Er- ; W >f. Zoe„ CITY of RANCHO CUCAMONGAo arl!vt .�.W� rW��S TRACT NO. 12319 PEDESTRIAN BRIDGE (���Z :$Zs: C-ROSSINGIOVER CHANNEL DRAWN BY DATE APPROVED BYA F_ rpol 44 G TY ENGINEER RCE No 23889 DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED JOB NO. n OF SAN BERNARDiNO COUNTY .CONSULTING CiVIL ENGih'17RING aj DRAWN AND LAND PLANNING S I DR,AVdING MISER 549 N. Movntrrrn Ave., $0t 10r ' UPLAND CALIF©PNtA 111176) _ PtIONE' St at�:�-s*�illal WOKE O •. - RCE No /¢ �� WAW1NG Iq0. v` • 1 pA MDs >trx FILE t.s No ,s1 sx M IC ATION spFoinCATIM.,IS 0 I � . I . 1teiN-64Rn it 1fIt V -w/ PAS'J riAviIG Ast\WT K X01 Ito rtir, vtr��t SHRUB SPR" G • • 6 Ix W 0 0 0 m TR. NO. 123117 1 • /__\ 1— 1\ L4CT iMe--6l •C*J. V W LOT r� �. "Im 4Z� Ili t"QC ruay -1mal 'VM r V, -40 Amymfoor P`/ G. xu � R•�-R it t � cu � �j`�� ��t ' r. V.G. �� � ��`�" • 5W KU E5 5U 55LE K SCALE: 1" = 20' 0" oT 4 66 -IT-. � � �LOT OT IZ TR. NA. 12319-7 l tea NUe 1"1U19 Q X 0 J a .0 C 6 a 1A V a w 2 v GENERAL 1.01 Scope of the work includes all labor, services, materials, equipment, transportation and related duties necessary for and incidental to the completions of the "irrigation" as sha•m and described. MATERIALS 2.01 All work called for on the drawings (details) by notes shall be w furnished and installed whether or not specifically mentioned in Z the specifications. Vol.:- INSTALLATION 3.01 Comply with all union authorltles, local, and state codes, ordinances, safety orders and regulations of all legally constituted authorities having jurisdiction over this work. 3.02 Coordinate the installation ofall sprinkler materials, including pipe, with the landscape drawings to avoid interfering with trees, shrubs, ,x IL or other plantings and structures. U 3.03 Obtain and pay for all plumbing permits and all inspections required in this connection by outside authorities. 3.04 For purposes of legibility, sprinkler lines are essentially diagrammatic. 6. Verify this information at the construction site. 3.05 Install sleeved pipe under all paving. . 3.06 Install lateral lines 12" below grade in planting areas. Under :. paved areas, install lateral lines 24" deep with 6" sand backfill. 3.07 Install bubbler heads In each planting basin. 3.08 Adjust valves and sprinklers for required flow with minimal overflow r of basins. Perform coverage tests upon completion, in presence of O � W owner's representatives. 3.09 Maintenance: Upon completion of the work remove all material, equip- ment, and waste to the satisfaction of the owner's authorized repre- sentative and maintain for thirty (30) days. W i O W Ix � GUARANTEES 4.01 The entire sprinkler system shall be guaranteed for a period of one + year from the date of acceptance. � . I . 1teiN-64Rn it 1fIt V -w/ PAS'J riAviIG Ast\WT K X01 Ito rtir, vtr��t SHRUB SPR" G • • 6 Ix W 0 0 0 m TR. NO. 123117 1 • /__\ 1— 1\ L4CT iMe--6l •C*J. V W LOT r� �. "Im 4Z� Ili t"QC ruay -1mal 'VM r V, -40 Amymfoor P`/ G. xu � R•�-R it t � cu � �j`�� ��t ' r. V.G. �� � ��`�" • 5W KU E5 5U 55LE K SCALE: 1" = 20' 0" oT 4 66 -IT-. � � �LOT OT IZ TR. NA. 12319-7 l tea NUe 1"1U19 Q X 0 J a .0 C 6 a 1A V a w 2 v • i w m Z Vol.:- ;. Z • Q tZ 0 W Q z69 ,x IL U V w 0 w w d •U a 6. W . :. w O < m � r O � W H W i O W Ix � i 0 �: 1 W ~ p w < e i ' 'Z k ar+' LV DESCRIPTIONof REVISION o,,TE FAraovEc 3er � a~ N � CITY of RANCHO CUCAMONGA g�WO4 }Z TRACT NO, 12319 Bi�It�GE GAS! PEDESTRIAN BRIDGE ; g. 00' CROSSING (OVER EXIST, D R CRS NNE - DRAWN BY DATE APPROVED B Y DA 7 E6' /S=cvGr G TY E NGINE Eq_",� � •2��'%��C RCF No 23889 DESIGN MAD&FANDASSOCIATES.INC. RECOMMENDED � JOB NO. � SAN BERNARDINO COUNTY - CONSULTING CIVIL ENOINf E RINti C)F'J,WN ANDLANDPLANNING KEY MAP 54S SSE `.'' DRAWING NU ER N. M ovntrfn Ave, Svrte 106 � a : UPLAND CALIF C RNIA 91796 r , - W C K E 4--RCE t t'�o /4G az aw IN N0. DRAVIN _ ` A D it W I� U) a J a U) .A •� ��� 114 � _ate tea,,►�/ -% -4+ � a� 4U1aMA-7- w0Tr-mL %A QU14- wurLt� CM) NO IV\ / M .e 1" 4_ „ SPRUCE AVENUE �1 L �1 !!-*a /Wn I r rLw 7DM)M N.A r- C40) c1 N !N �l~ It NCMr-*. -rte ctt4TI 11,IIIIIIS P -M 00- C-0-�LA-E-r– ON fy'IIr-c^v, Hlee �> � -r-> P'w7 — METr-p– wcariotq OrV IN70 ff-OrMD %! MCTM 8FP 'DE],IK.L CATPOLeDxm'III WCATIOP(�r '� tE i01-�&L.LtD co SEL,IKl� j D 1 LlMtroF klo�ic � Ile —1 � ivy t 2+ 21 y �u /n �4 *u w ��w / 7r �5. s SPRUCE AVENUE 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE ` _OWNER'S REPRESENTATIVE AND CO-ORDINATE ALL OBSERVATIONS, CONTRACTOR SHALL REQUEST OBSERVATIONS BY THE OWNER'S REPRESENTATIVE 48 HOURS (MIN.) PRIOR TO AN OBSERVATION. A. THE MAINLINE AND POC SHALL BE PRESSURE TESTED (PRIOR TO BACKFILL) AT NOT LESS THAN 125 PSI, FOR NOT LESS THAN TWO (2) HOURS AND PROVEN WATER TIGHT, THE TEST SHALL BE MADE IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, SIGNED AND DATED. ' OWNER'S REPRESENTATIVE DATE B. FINAL COVERAGE OBSERVATION - UPON COMPLETION OF THE IRRIGATION SYSTEMS, CONTRACTOR SHALL PERFORM A COVERAGE TEST WITH THE OWNER'S REPRESENTATIVE ON ALL SYSTEMS TO VERIFY 100% DOUBLE COVERAGE. THE CONTRACTOR SHALL PERFORM ALL WORK AND FURNISH ALL MATERIALS NECESSARY TO CORRECT ANY INADEQUACIES AND ADJUST ARC OF SPRAY TO PREVENT OVERSPRAY. OWNER'S REPRESENTATIVE DATE a a 'O W p z i J W U) a co Ra AssoVciaess, Ire 11 Lan&::,c Amhltedixe Environmental Planning Aert AO.. 5110" MIv .1 h 9.Mr4h S.ft " VWArs4e U MMS-* Pn 17w; ?b �N0sC,0p LU11 o�9c nort h W a � DIU t � F CA1-VF���`! M I_ o' 0 e4ATp- -va.tvt' t7F.) N -our oOL G) srArm fvF FuTUr-r- I OGTAUdT 0o , • . .-it u.TED INSTRUCT- IONS NSTRU T- IONS A PER LOCAL CODE, LOiCATION TO BE IN THE FIELD BY THE SCAPE ARCHITECT OR TO CONSTRUCTION. P NT CONDUIT TO MATCH AD.1 SURFACE. CONTROLLER DLA AX ENCLOSURE O LiX iC NUT 120 VOLT WIRE IN RIGID CtONIDU I T ( PER LOCAL CODE) 00 CCI<'?''M WIRE/CONTROL WI RES IN RIGID CONDUIT FINISH GRADE -~ -� - OF DIRECT BURIAL WIRING II TO VALVES a PLACES GATE VALVE NIPPLE,i ION REDUCED PRESSURE BACKFLOW PREVENTOR PVC SCH. • 1110 GATE VALVE ''� • MALE ADAPTOR TEST COCK (TYP.) ) ' 4 PLACES ) % PRESSURE - SUPPLY LINE DISCHARGE snv,Ii m #) MESH MONEL- IZ" BRASS NIPPLE 3" I \ BRASS a" IZ" SA. PCC • RELIEF PORT CONCRETE, (TYP . ) FINISH GRADE •. ADAPT TO PRESSURE BRASS ELBOW SUPPLY LINE INTAKE' ' TE: EQUIPMENT TO BE INSTALLED AT A MINIMLIM OF 12'' FROM WALLS, �l� BUILDINGS, ETC. 14 BRASS NI 2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE (1) COAT RED LEAD PRIMER AND ONE (1) COAT PAINT - AMERITONE 'BRONCO BROWN' SEMI -GLOSS 3. WHEN UNIT IS NEXT TO BUILDING, WALL, ETC., TEST COCKS . ARE TO BE ON OUTSIDE, A_1 I B EDGE OF PAVING OR FACE WALL SET HEAD FLUSH WITH FINISH GRADE dlim&• TURF POP-UP SPRAY HEAD PVC SCH 80 NIPPLE SIZE AND LENGTH AS REQUIRED DOUBLE SWING JOINT PVC STREET ELL AND VC ELL LATERAL LINE WITH PVC TEE OR ELL - PVC STREET ELL • RP DEVICE ----EDGE OF PAYING - OR FACE OF WALL C FINAL 11111RAM = Hl -",S" HEAD — PVC STREET ELL — LA?ERAL LINE WI1N _PVC TEE OR dl SOI. 80 NIPPLE Y DOtmE SWING JOINT 2 EA. Pvlc STREET &Ls E TURF HEADHI - POP. SYMBOL MMItJFACTtJRER-MODEL NLPABER I PATTERN TFRADM FFPSI GPM DETAIL REF REMARKS jL O H F T S • �ZPd NSI�p ISM 'R�'P- JP � S -�5T L� Sx�U I � , � I E 5X0 15 o d'Cf r?! E1 ,Ipo 8i 2 �p �1/ i� � 0-z H,'�, c�1 , 2' I� �.0 2 v � I�tAll?3� **'44- Lir— I n JT�CE31� *I-- F� -c-F ��>=�'T�Y izEA arfJ c0-rr?-c _ LVF_ _ 5R -E pE4z PRAIA � C -LASS s',j0 PVL LSA` rRA L- LINE - 1p _ — — __ Gl.�.sa 2� Svc, rN-�n�u t�l� SIZE 'PE's �.�,►�L GL g 315 !PK_ y- E A E;!S 517E Fr -2 PWN NDT_S�ir7 W N GONTi� L W I fes- 3cx GC'�PPF-� OF ALT �JA. L- 14- 4A - �I Lin , (Z C, . C,6 -1 C�l M L�1 IPJ' CI V Ep I Kai 5F-�l.� N GoNG1_1_T E T -LAST ?�� G ALL_ 1"b�I IJL� i�!!� �N C+-iAl Ek _ Of = �12E�T ICS i�S ►/ I�I�GD -� -113 c,e.T� vAlvE, U�� slzt:,� c C 'BROOKS' CO'(CRETE VALVE BOx OR EQUAL) WITH LOCKABLE, AST IRON L•I D & CONCRETE XTENSIONS AS NECESSARY. IN TUFF, 2" IN .GROUND :'E R ARL ,S INISH GRADE " OPERAT;'tiG NUT " PEA GRAVEL GAPT TO MAIN LINE AIN LINE GATE VALVE ATE VALVE I N t�ltCK C,OLA►L.EN Y%�IR • w No ABBE A &OVER RUSH IN TURF AREAS 2" IM GROUND COVER AREAS FINISH WDE I� . I l j/4" I � LAIN. NIPPLE 30" LONG X 1'LV. ANGLE I IRON STAKE W/ rS.6. 6ANDS� I rmALV. ELI. S GALV. STREET ELL -.-._ 3/4"X6"GALV. NIPPLE P►..{" TEE OR ELL ON MIN LINE V:TH GALV. STREET ELL ' { G I QUICK COUPLER 1.' ffiNER.'+L - &L WWK SHALL K IN ACC^R^ANCE WITH APP ICABLE CITY A D COUNTY CSESi APO THESE P•.A4S . : *f CW" ; OR SMALL APPLY FOR ALL PES I TS AJC PAY FCR SJ.'E . ,I TLE CDCRRC7 JR SHALL '+£R I = f ALL CAC I' : ONS AJC D I S ! OP.S S}d ON . -E P' -SANS AT 71-f SITE R_ . OA TO C 1'f''EVC - PU%7 OF ANY ^ICPK JM THIS CD►.7RACT. B. THEC.7i Vl'0 7W -L CAPkY ALL •CPK`?' S C31--_ AT:ON, P'JBL: - :*:_;-i A.',-- PROPI ":-:,'c :`SLFANCE, AS W;kk : BY -.f 1#11p. C. --£ ZJ1I4 S -AL;_ APPY GM • -L -W• TS RIC PAY CUP s4wE . 2. Scr_� 7': '.S :-�_:'�S �i� RS :b:: :.r %� `4•:ti _:/``E, ?0:'.T J COr: C - AJC IKS'A_:'k LF Sri' C1? =+5, A.l„ONAT!C CJh703.:-ccs, -0►.7RC'•_ P:'_ _ zSl, E._ - :::AL CJ►. ROL -'AL-E5, --£:OA STOP SmA_ =P.N:SW- A.- `,:�,OP, ',ILS, EX -:P- •` -.T, PCC-7EZT{, T=om/ "? .'•T;ON •ice. '_>EP7__?" w..- ff'ERA •:y'.S ZE,-jl;;E; FOR A __J"F:i-TE A?0 OPER,*_= 11'0::;A7:0N SYSTEM AS ON, OR RErla`Yi*a :"ELI BY -f &OR !C75, ', NCL.AF� AS A PART OF Pf i •iR I GA T i ON +WORK, BUT 140T LI"ITE BY IT, ARE THE FOLLOWING ITF`4S: A. INI-3-ALL CO"F'.��; c OPro� :'SE�'E'...EV', &ga%'IC, :40:!rTiON SYSTF!'S PER irE O'LANS, DETAILS, ixti'J AND '47ES. B. ALL IkRIGATICN YORK SHALL BE GUARAIN E -ED BY THE CON-,1CTOP AS TO MATEPIALS A'ND ik"FC`'.;.VSHiP, INCLUDING SEITL I NG OF BACK:: LLE 'r R_cNCHE S BELOW SDE FOR A PE=; •.X OF ONE YEA,! FCt1 0, --:NG THE ^ATE Cf F I ML ACCEPTAIKE OF 7HE WORK. 3. THE LA*0-CA is ARCHITECT SHALL DECIDE ALL OUESTIONS RE- LATING TO !NNTERPPETATION OF THE DRM NGS AND THE ACCEPT- ABLE FULFILL"ENT OF THE CONTRACT, 4. PIPING SHOWN ON THE PLANS IS ESSENT?ALLY DIAGRA%VATIC. CONTRACT_R SHALL RCUiE PIPING TO AVC-: CU.FLICT WITH STATIONARY ELE"ENTS AM) IN SUCH A AS TO CONFM' W!714 THE :APICUS DETAILS. IRRIGATION LEGEND I IRRIGATION NOTES TAPE & BUNDLE CONTROL WIRE @ 20' 0/C (TYP.) ADAPT TO LATERAL LINE ELECTRIC VALVE (PER LEGEND) ' 'SNAP TITS' CONNECTORS & ' EXPANSION COILS, 15 WRAPS AROUND -," PIPE (TYP.) 'BROOKS' CONCRETE VALVE BOX WITH HINGEDLOCKAB , LE, CAST IRON TOP (OR EQUAL) FINISH GRADE V IN TURF, 2" IN GROUND COVER BRASS ELL 4" PEA GRAVEL 3RASS NIPPLE (TYP.) CONTROL WIRE (TYP.) TO CONTROLLER MAIN LINE WITH TEE OR ELL SLIPxSLIPxFIPT CONTROL WIRE TO OTHER VALVES COMMON WIRE TO OTHER VALVES D CONTROL VALVE DESCRIPTION of REVISION GATE JAPPROV CITY of RANCHO CUCAMONGA SPRUCE AVENUE TRACT 12319 APMOV ED c rrY ENG. Poe. 02 23869 ATE �o LS-dt irruatin _tails DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED j�2 �7 OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWNAND LAND PLANNING SHEET 546 N. Mountaln Ave., Suits lot UPLAND PHON0(T14) 014GI e949 �F HE RCE. No DRAWING N0. DATE ZIM W'FILE No., -'� 7(0 L— H .] 5. THE C Yf7, cX T D R AT ALL T i "E S PATE = T HIS WORK FRL7! DAM,I -tifz-- 4C REEIFNLAZE AL` :ISE OR STDLEN PARpT.I S TtiE W.Ea. 6. ESE �r + BE E)V�CISED 111 E7MIATIwG AAO WORKING NEAR EX 157., 6 LTi'iT:ES. CO>\ =IUGR SHL VEP! FY THE .JCA T ; OA. Atm. =J:. 17 : ON OF ALL L:71 -:TES A. 0 BE RE SPO1S I BLE OP AN" :A":- :,E . -Lf 5-ir3LL KAP T►f Pte": S`S _.EAV VC =REE OF EVCE55 ".'•'r -RIAS APO R.BBISH INCIDE%fTAL TO HIS :S %r•3E ON r_PcI AVAI_ABLE PI PRESSURE J. JF . A _<;r^+ _-cSZLRc_ : :7R TO CONSTRUC- -: �• �>R� J: ;=J -:�'� : _', VC'iF� •f -.;`DSC: FE APCH!TECT :1.5 JC-: :N. BE :-.Z-.by C'£=_. "pr "_:'., Ct :Ot; E�':?N (.u.C. ) AT 2" w -3;.'" Y. Jti. -:.0 On S`•ALL 3E=�►.5'F f -CA OJ:iECTI!IG �- >__ - - --E JJ.r ^L��: E cC"';:A. P'�R �CIRC'E �Iy BE ?=J ==- 2v V -E _-W.E A; - S _ J.0-: J'. 3Cx AT 7-f ZJN7�1_- t._ER .:OCrT:JI. -S -z-cw. )N ,r£ ---.,i. �. A -L COf;7?C,, -:�E SwLL BE SOLI- Cti" PLAST:C INSI,iJATED, OF ECT hr:-- *: E.. A_ ' A- BE ;k -1 �A► ITr, PI -:tE t -. .E OR 3�AC z ALL COI.TROL w : RE AM IRRIGATION LI %E 2lti S LJPC R A/C PAVING SFA LL BE EXCASEr iN SCH. ri PVC PIPE SLEE'.'ES. _�. FINAL LOCATION OF C, 40L vALVES SHAL_ 3E Ar'A4CVE) IN THE FIEF BY 7-4E s:.JS�E JrI'ECT. ALL SPASS 0; !A_1AN*,ZEJ COPZ:ECTIONS SmALL BE CDAT^� WITH iE=L7N TAFE OK �.,-_.3E _C:'J (OR E,;WJ. ALL ?VC TI-fEi.-'M_, C,7-%EC7:3f.S _nI K JJA`E ••I -+ TEF -ON 7VE. ALL PVCSDS.=NT-WED CONNECTIONS SHALL 3E YAL'E WITH SOL`.'ENT- NE D v-7iz:A__S AS REZJTVC20 BY 7HE PIPE Yr1:.LFACTUPER. SOLVEN.•T-WE'. 'R!%'I SHAD 3E APPLIED AT ALL CONNECTIONS. UPON CW'_ T : ON OF TW PMkCT, CO NITA.CTI M TO TURN1 OVER TO A. A 0FV9CCkC:3LE SET OF 'AS -BUILT' OPANI4GS AM CONTROL -le CHART. B. 2 KEYS FC -0 EACH CONTRJLL.ER. c. 2 OU 1 CK CCAPLER KEYS AND M1ATCI4:'.G 1.1OSE SWIVELS. . O. 2 CF EACH VQ INKLER H� SPECIFIEZ. 18. AS -BUILT M* I NGS - TW CONTRACTOR SHALL PROV I If AM KEEP UP TO DATE A COMPLETE 'AS -BUILT' RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CKVIGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHA -L TRANSCRIBE ALL INFORMATION FROM THE 'AS -BUILT' SET TO A REPROOLICABLE OZALID SEPIA, PROCURED FROM THE LNCGCAPE ARCHITECT. ALL WORK SHALL BE NEAT Ala LEGIBLE, LOCATING THE FOLLOWING 1TE'".S FROM PEWrNENT POINTS OF REFERENCE: GAPE VALVES, MAIN LINE AND CONTROL WIRE ROUTING, POC, BACKFLOW DEVICE, CONTROL vALVES AND CONTROLLER, QUICK COUPLING VALVES, AND OTHER PERTINENT LWDERGROtID 1 TEN'S. 19. WROLLER CHART - UPON APPROUAL OF THE FINAL AS -BUILT DRAWINGS, PROTIDE ONE CHART PER EACH CONTROLLER INSTALLED. A. T?f CHART 1S TO BE A REDUCED COPT OF TEE APPROVED AS -BUILT SYSTEM (A BLACK LINE PRINT REDUCED TO THE MAXIMLM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION). B. WHEN COMPLETED AND APPROVED, THE CHART SWILL BE , HERMETICALLY SEALED BETWEEN TWO (2) PIECES OF 20 MIL CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. J,NOSCAA.E Ni uAq yo 4,te, k_X; es .� f LanelSt',ape ArcF�l�tecturerT>fr'lE - vironental Planning ofcA ane Mw%tw MOI ti, rb..,ft buff iot %yss.er CA ae,.oe Ph 1714, >b, Ip BOTANICAL NAME SIZE DETAIL REFERENCE REMARKS T;EE [PER PLAN) 1 'WONDER TREE TIES' (BLrC�, STAPLE PER MPG. REOU I DEMENTS f 4 T I ES ' _ — -- _-- — _ ... _ __-- ;.- ::�;y OR V 1 NE L� >~NiIA INDif-� �hIF� iV �F�1 Icy GAL-. Hiki WI It/ P11�1�'�NI�S �CE>Z.IF4L_1A S GAS•-• •r � 1�, �' ' r'ill�. �I 3 , K I AUev I (�"T M � � � � PER 5 GAL, 6 TIES PER 15 GAL TREE) '" CROSS TIE 12� BETWEEN STAKE 8 TREE 2" DIA X 10' LONG LODGE POLE STAKES • 7 GRAM PLANT TABLETS (6 PER 5 GAL, 9 PER 7 GRAM PLANT TABLETS: 3 PER 1 GAL, 6 PER 5 GAL. 9 PER 15 GAL I EARTH WATERING BASIN ' _ (RAKE SMOOTH PRIOR }-� �Gp 5 6.P.L. •8 �-L Zu, `y GSD; C,�ZAf�llPt `Mt�A�I •!IF-i-�.C�N' From VMTEr_'> CAm1 KGS Q IV' o.C, -re-t - .D i 15 GAL TREE] TO SEEDING] 414 FAITH WATERING BASIN 24" I s [RAKE SMOOTH PRIOR ----r 4„ TO SEEDING] _ L_ p _ -= 3 4 FINISH GRADE Uh11GiUIS- I (*AL1. G` OVA F't� LIr.,F,I�'r �'j'h D�'•�pGl� L.L VIA VI E'(IE I' FAp I ® ID(©G f:iNISH GRADE I� COMPACT HACKFILL MIX + i G'�'� _ CvMPArBACKFILL MIX 2X •+�— ' [PFR PLANTING NOTES) <OOTBALL [PER PLANTING NOTESIT DI ROOTBALL — SET CROWN IGl,ly S @ 1D' OC, I �')P•L- �1!)VE moi") -'�.gY �T%� ROOTBALL DIA I _ ROOTBALL, SET CROWN F _ISI W/FINISH GRADE ��I _ OVER -EXCAVATE AND 24 I RECOMPACT NATIVE SOIL 2x R;;OTBALL D i A A TREE PLANTI�,Ca FLUSH W/FINISH GRADE OVER -EXCAVATE AND _2X _ RECOMPACT NATIVE SOIL ROOTBALL DIA B SHRUB PLANTING U HYPF��j t-1LK � 6VH �p -- ,�� ..� E_,��� .401% W440LL f1;1_tF_t_1 u c;ok CAST IRON TREE GRATE (BY . LEAD ANCHOR (EXPANSION SHIELD) 3/16" STAINLESS STEEL EYE SCREW HEAVY DUTY, GREEN PLASTIC,. OTHERS) 3/4" GRAVEL ' •;: • RIBBON TIE "DEEP ROOT"C PLANTM 3/4" ` i� NOTE: 3" A. x4' -Q" PERFORATED ATI LE . W/ GRATEIT CAP, --___- aNCR :N MAUNRY REMOVI- NURSERY SUPPORT STAXEs SICU TAKE CARE NOT TO DAMAGE THE -PLANT OR ROOT BALL. PLANT VINEN CONCRETE SIDEWALK J � I� ACCORDANCE WITH SHRUB PLAN ING DETAIL [THIS SHEET]. • ALL VINES SHALL BE ATTACHED TO FENCES, WALLS, OVERHEADS OR OTHER • ADJACENT VERTICAL SURFACES AS it COMPACTED SOiL MIX • PER DETAILS NOTED, 21 GRAM PLANT TABLETS (2 FIVE 151 TIES [MIN.) PER VINE. ( 5 GAL, 3 PER 15 GAL) i HEAVY DUTY, GREEN PLASTIC, RIBBON TIE - N4�LREA�E� /8"STAINLESS PLANTINGLEGEND C VINE TIES D ROOT CONTROL--- FIALL PPoVIDF k"Rii GRADE T() WITHIN 1/10TH OF 1 FOOT �1. MAINTCF PFff-MiZES - THE GENERAL CARE AND MAINTENANCE 1. GENERN - ALL WORK SWILL BE 1"IE IN AC( (PIANCN WITH APPLICABLE 4, THE (JWN[R SEI�IMI AND COUNTY AND THLSE PLANS. Of F I N ISH (JRAIA THE: CON i RAC TOP 'JVd I. fit RE!,i'UNS I BLE FOR OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERT I L I - CITY CODES, FINISH GRAIN , IWLUUING ANY MINOR AIUMTi41-NTS TO I ARTH BERM ZATION, WEEDING, CLEAN-UP, AND AS FOLLOWS: A. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND VERIFY ANL SLOPI 91 API . ; , PROV I i I FINISH GRN )E IN PLANTING ARFAS A ALL CONDITIONS AND DiMENSIONS PRiOR TO PROCEDING WITH ANY 1% M1141MU`, FLOW. FINISH GRADES SHALL BE I" K..L(lw ADJACTNT . CULTIVATE AND WEED AT NOT LESS THAN TEN (10) WORKING DAY INTERVALS, I ` �,�J�J��I eS, WORK LIVDER THIS CONTRACT. WALKS, CURBS, UR1ViWAYS, FIC, IN GkOUJD COVER AREAS AND 1" • i TURF, B. THREE FERTILI?ER APPLICATIONS, PER NOTE ABOVE WiTH 10 LBS. ' l an=ape Arc Il tecture B. THE CONTRACTOR SHALL CARRY ALL WORKER'S COMPENSATioN, PUBLICIN PER 1000 SQUARE FEET 16-6-8, F11virOriTTlCntca� Pk'irinirlg LIABILITY, AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY OWNER, 5. ALL TREES AND ';HI?UsS SHALL BL PLANiLU PER 1HESE NOTES AND AS DETAILED. ALL PLAINT MATERIA'_ SHALL PE OF THE HIGHEST QUALITY C. CONTRACTOR MAINTAIN THE IRRIGATION SYSTEMS IN A 3W u.. Sbw MM,".n,Rx✓ro. s,a.k eob Pwsoe a. W.5M K, 'w -(n QX C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME, AND LARGEST REASONABLE SIZE AVAILABLE FOR THE SPECIFIED CON- OPERSHALATING TAi14ER SIZE (WITHOUT BEING ROOT BOUND). SHRUB MATERIALS SHALL LIKE NEW, OPERATING CONDITION, ADJUSTING HEAD HEIGHTS, THROW AND SPRAY ARCS AS NECESSARY, THE CONTRACTOR !S D. ALL IRRIGATION WORK SHALL HAVE BEEN INSPECTED AND APPROVED BE VIGOROUSLY GROWING, HE-kTHY PLANT MATERIAL, FULL AND BUSHY; RESPONSIBLE FOR PROPER WATERING OF ALL PLANTING AREAS, BY THE LANDSCAPE ARCHITECT PRiOR TO BEGINNING ANY GROUND OF HINES WHOLESALE NURSERY/MDNROVIA NURSERY COMPANY QUALITY, AND SHALL REPLACE ANY MATERIAL DAMAGED DUE TO IMPROPER COVER PLANTING WORK, OR EQUAL. THE LANDSCAPE ARCHITECT WILL APPROVE ALL PLANT AN MOISTURE, MATERIAL WHEN SPOTTED FOR PLANTING, AND WILL NOT HESITATE TO E. THE OWNER'S SUPERINTENDENT AND THE LANDSCAPE ARCHITECT WILL REJECT ANi' MATERIAL OF QUESTIONABLE "LITY, OR OF LESS THAN D. ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY INSPECT THE PLANTING WORK. PRIOR TO STARTING WORK, THE THE LARGEST REASONABLE SiZE MATERIAL AVAILiABLE. APPEAR IN PLANTING AREAS DURING MAINTENANCE PERIOD SHALL CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT AND CO- BE REMOVED AT THIRTY (3O) DAY INTERVALS. THE CONTRACTOR ORDINATE ALL INSPECTIONS, 6. THE LANDSCAPE ARCHITECT SHALL APPROVE THE LOCATION OF ALL OF MAY ELECT TO REMOVE SNOW CONCENTRATIONS OF WEEDS TRACTOR v THE ONE GALLON, FIVE GALLON, AND FiFTEEN GALLON PLANT MATERIAL F. THE QUAL i TY OF WORKMANSHIP AND MATEP t ALS SHALL BE OF THE AS APPROX 1 MATELY SPOTTED IN THE FIELD BY THE CONTRACTOR. OR BY AN APPROVED HERBICIDE PROGRAM. D E S C R I P T I O N o t REVISION HIGHEST STANDARDS, CO-OPERATION AND FLEXIBILITY IS EXPECTED E . DARING THE COURSE OF THE MA i NTENANCE WORK, THE CONTRACTOR OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER/LANDSCAPE 7. ALL GROUND COVER AS NOTED IN TiE LEGEND SHALL BE ROOTED DATE APPROVE SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE ARCHITECT IN PRODUCING THE BEST POSSIBLE PRODUCT. TIP CUTTINGS FROM FLATS AND SHALL BE PUNTED IN STAGGERED AND SHALL KEEP THE PREMISES IN A NEAT Atm CLEMI CONDITION ROWS CONTINUOUSLY ENDER ALL TREES AND SHRUBS IN THE ED I AT ALL TIMES. G. UPON COMPLETION OF EACH PHASE OF MARK, THE CONTRACTOR AS DESIGNATETEON D ON THE PLANS AND AT THE SPACING INDICATED N CITY of RANCHO CUCAMONGA SHALL THOROUGHLY CLEAN THE SITE OF ALL ACCUMULATED THE LEGEND. F. DURING THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL iE RUBISH, DEBRIS, AN OTHER EXTRANEOUS MATERIAL. S. TO ALL NEW PLANTING ARESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION FOR ALL REAS tSHR'UB, TURF, AND GROUNIICOVER) PUNTING AREAS. ANY DAMAGED AREAS SHAM BE REPAIRED AT 2. TAPE CF WORK - FURNISH ALL MATERIAL, LABOR, TRANSPORTATION, ROTOTILL THE FOLLOWING AMENDMENTS 4 PU DEEP; THE CONTRACTOR'S EXPENSE EOU I PMN NT AND PROPERTY TO COMPLETE THE LANDSCAPING OF THE . PLANTING AREAS SHOWiJ ON THE DRAWINGS, ORR REASON REASONABLY IMPLIED NTTROLYZED FIR SHAVINGS 8 4 C.Y,/IOOD S.F. SPRUCE AVENUE TO COMPLETE THE CONSTRUCTION. INCLUDED AS A PART OF THE WORK, 15 LBS. 16-6-8 COMVERCIFL FERTILIZER PER 1000 S.F. BUT NOT NECESSARILY LIMITED BY 1T, ARE THE FOLLOWING ITEMS: 9. BACKFILL MIX FOR TREES, SHRUBS, AND VINES SHALL BE AS FOLLOWS: INSTALLATION OF CONCRETE MOW CURB, FINE GRADING OF ALL PLANTING "ACT 12319 AREAS; PREPARATION OF ALL PLANTING AND TREE HOLES; FURNISHING 6 PARTS BY VOLUME ON-SITE SOIL AND INSTALLATION OF ALL REQUIRED PLANTING BACKFILL MATERIALS, 4 PARTS BY VOLUME ORGANIC V ENIY EM AS PWrr TREE STAKES AND MISCELLANEOUS MATERIALS; FURNISHING AND IN- 1 L.B. 16-6-8 PER C.Y. OF MIX OVED GTi' 194ev. Ft.E. t4k Z5M9 STALLATION OF ALL PLANT MATERIALS; PROVIDING MAINTENANCE THROUIGHOUT THE SPECIFIED PERIOD; CLEAN-UP AND WEEDING OF ALL 10. MTNTFNANCE PERIOD - THE MAtNTEmrE PERIC7 SHALL COI�1ENCE OSC4tE LANDSCAPE AREAS; GUARANTEE OF ALL PLANT MATERIAL AND WORKMAN- UPON THE OWNERS AND THE imr)SCAPE ARCHITECT'S IIR.TTEN rl An �' �tko`tiN"LU����o��C'a 'fi SHIP FOR A PERIOD OF ONE YEAR. APPROVAL OF ALL PHASES OF ''LANTING INSTALLATION AND SHALL �� t� if BE FOR NINETY (90) CONTINLIo,,'S CALENDAR DAYS. MAINTENANCEW LGN TES, INC. RECOMMENDED ANARDINO 3. THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS OVER 2" Dim=, WORK SHALL INCLUDE THREE (3) FERTII-IZER APPLICATIONS TO - e -. OF SAN B�ADOL ERAND CSSOCI COUNTY ER OUNTY DEBRIS AND OTHER EXTRANEOUS MATERIAL FROM THE JOB SITE IN A ALL PLANTING AREAS AT THE 'HIRTY (70) DAY INTERVALS DURING s�.t'"' Ut1 � v LEGAL MANNER PRIOR TO PROCEEDING WITH ANY WORK IIJDER THiS THE MAINTENANCE PERIOD (REFER TO SOIL ))REPARATION NOTES, * CONSULTiCIVIL ENOL CONTRACT, THIS SHEET, FOR TYPE AND APPLICATION! 'ES). +, DRAWNAND LAND PLANNING • SN ET �► r'rfOFCALAF�t•\ 1549'N. Mountoln Ave., Suits 108 —t, _J22 t, UPLAND CALIFORNiA01786 OF PHON? (714) 94G -0949 D RCE. No/' Y DRA ING NO. PLANTING NOTES E 0 .______ �- ATE F IL E N O •