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SHEET INDEX LANDSCAPE ARCHITECTURAL PLANS COVER SHEET X , Nil CONSTRUCTION PLAN C- 1 CONSTRUCTION PLAN C-2 CONSTRUCTION PLAN C-3 CONSTRUCTION PLAN C-4 TRACT 13280, TRACT 13281 & TRACT 13753 IRRIGATION PLAN 1- 1 IRRIGATION PLAN 1-2 WILLIAM LYO N COMPANY INCO IRRIGATION PLAN 1-3 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA CALIFORNIA 91730 (714) 980-2244 IRRIGATION PLAN 1-4 LANDSCAPE MAINTENANCE DISTRICT NO. 2 TREE, VINE & GROUNDCOVER PLANTING PLAN T- 1 TREE, VINE & GROUNDCOVER PLANTINGPLAN T-2 TREE, VINE & GROUNDCOVER PLANTING PLAN T-3 VICINITY MAP GENERAL NOTES TREE, VINE & GROUNDCOVER PLANTING PLAN T-4 1. AN ENCROACHMENT PEF"IT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. SHRUB PLANTING PLAN S- 1 PROJECT SITE 2. ALL WORK SHALL BE _IERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SHRUB PLANTING PLAN S-2 3. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE SHRUB PLANTING PLAN S-3 ,eFURNISHED TO THE CITY INSPECTOR AND ALL SUCH RECOMMENDATIONS FROM SUCH A REPORT SHALL SUPERSEDE SOIL AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. SHRUB PLANTING PLAN S-4 < 4. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS IS REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE o � CITY. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS CONSTRUCTION DETAILS D- 1 11 HgAhndAw, AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL PACIFICREPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION IRRIGATION DETAILS LEGEND D-2 B�sefim Rd, .- z SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE. COMMENCEMENT DATE FOR THE RIT MAINTENANCE PRIOR SHALL BE APPROVED IN WRITING BY THE CITY INSPECTOR. Q if -�lO� I�-S � � T� CC�M� M\/T—= t Lp975 D-27,4% MAINTENANCE PERIOD SHALL BE ADEQUATE TO VERIFY PLANT CHARACTERISTICS AND J oor ESTABLISHMENT. Foothf I NVd• 5. ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH CONTROLLER. CONTROLLER CHART IRRIGATION SPECIFICATIONS S P- 1 AREA COVERED BY BE THE ITHE SIZE AUTOMATIC THE OCONTNTROROLLER DOORTHE CHART sNTOShALL BE A SREDUCED HOW THE IRRIGATION PECIFICATIONS SP-2 < < 0 DRAWING OF THE ACTUAL AS-BUILT SYSTEM. HOWEVER, IN THE EVENT THE CONTROLLER Q lr-IRI( - -��y1�1 G>� I���'�(�� �{��I /l �l`/r � 1 CrTS � � }tel SP-2A c v SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO h+ I IV14 j JI �-�I l� I, /tel-��' r {— +-+� I ✓/ a Cc c A SIZE THAT WILL BE READABLE WHEN REDUCED. THE CHART SHALL BE A BLACKLINE //���� �I /` hhb�j �/•� ' n }� u PRINT, AND A DIFFERENT COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE FOR IM!: tATIOH SPCI�i� G TIONS (CMDF #t)R� Y F_ , LWT V� Sp 2 5 l EACH STATION. WHEN COMPLETED AND APPROVED BY THE PUBLIC WORKS INSPECTOR, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO .PIECES OF PLASTIC, EACH PIECE I�- I�N J I Nr> t) S Cep 3 S BEING A MINIMUM OF 20 MIL. THICK. THE CHART SHALL BE MOUNTED USING VELCRO ' I 7N rOR APPROVED EQUAL TYPE OF TAPE. THESE CHARTS MUST BE COMPLETED AND IN PLACE fWfTIHG c GVC-?A-1 10NS/ L-!E> (C1F�J.-� 4 A Pr,._ L ' ✓ A J5) 6p-:5A --------�+ PRIOR TO FINAL ACCEPTANCE BY THE CITY. NO SCALE ' BERNA i DINO FREEWAY 1 - 10 1 I I 6. 8" WIDE X 6" DEEP CONCRETE MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL ��I� I ' � � I� (` I1/ I �I• SHRUB/GROUND COVER AREAS AND TURF AREAS. MOWSTRIPS SHALL ALSO BE PROVIDED BENEATH METAL FENCING AND WHERE CITY MAINTAINED AREAS ARE ADJACENT TO PRIVATELY MAINTAINED AREAS. 7. SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT - - _� ,,_ ,._ ,__ -.. -, -, _. SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER FINAL OR TO - CONSTRUCTION.MAINTENANCE F ESPONSIBILITY MAP PLANS PREPARED BY : 8. CONSAPPLTRUCTION. OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. R JM f�c iii s'im a:i i �mTe ii _ �P�U.J� P A E SEE SHEET C-1, I-1, T-1, S-1 SEE SHEET C-3, 1-3, T-3, S-3 10. NO TREES SHALL BE PLANTED WITHIN 3 FEET OF CURBS. DESIGN GROUP, INC 11. ALL TREES ARE TO BE LOCATED TEN FEET FORM ANY STREET LIGHT, POWER POLE, OR PLANNING AND LANDSCAPE ARCHITECTURE Q co o nzesLASRAMBI.As,sufTE239,Miss�o�viF�o.cA.9u9r (7111SS2-7516 REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE APPROACH, FIRE HYDRANT, C7 y STRUCTURE I.E. CATCH BASINS VAULTS) , AND SEWER LATERAL OR u.A n Gs l UNDERGROUND STR ( , . r CLEAN-OUT; AND THREE FEET FORM ANY WATER METER OR SEWER LINE. � r p. i 1- 7 y para•F. t / 12MORSE CONSULTING GROUP I . GRADING STANDARDS FOR CITY MAINTAINED AREAS SHALL BE: * , * F �`�`�� * SIDEWALK MAXIMUM 8.3$ PLANNM�VVCJMM%M�� � * MAXIMUM SLOPES IN TURF AREAS 5:1 ol4W s�� � 714rt9201r vo+E awRra roA 9271411 299 MAXIMUM,SLOPES IN GROUND COVER BETWEEN SIDEWALK AND CL!:B 4:1 (714)7XP7117 C OF cp, ,W MJF CA0 O SOU RN PACIFIC RAILROAD * MAXIMUM SLOPES IN GROUND COVER AREAS BEHIND SIDEWALK 3:1 _ . : _ PLAN CHECK SUE3M11IACs = - rsT_ 1 53 _ - FUTURE LANDSCAPE QUANTITIES SUBMITTED DEPARTMENT RETURNED APPROVED PARK -• . e A O `\ ....:. TRACT t 13753 1 V_ � QI �lpDt�1 ETo c.v�..CZF.N T c.11 S,cVS.�,R£v1 9,EC� S►l-E E-1� / 8_ ` y 2 : ' - TURF AREA 8,190 S.F. TREES 5 GAL. IT SHRUBS 1 GAL. 1045 ^ .• . . . GROUNDCOVER AREA 21,960 S.F. 15 GAL. 5 GAL. CIS?. _rpATE 6PROVE Q - _ -- DESCRIPTION QF REVISION NO SCALE r-- - - - -- - — - - . 24" BOX IS amp � TRACT 13280 p O O CITY OF RANCHO CUCAMONGA SEE SHEET C-2, 1-2 T-2, S-2 TURF AREA 10,602 S.F. TREES 5 GAL. 33 SHRUBS 1 GAL. 1077 VICTORIA VINEYARDS SOUTH SEE SHEET C-4, 1-4, T-4, S-4 "' GROUNDCOVER AREA 10,170 S.F. 15 GAL. 46 5 GAL. 75 U > TRAILS - TRACTS 13280, 13281 & 13753 SEE SHEET C-3, 1-3, T-3, S-3 241, BOX 9 COVER SHEET TRACT 13281 DATE- ) ?% %; 2�_ l APPROVED BY /� R.C.E. NO. 22397 TURF AREA 20,813 S.F. TREES 5 GAL. 77 SHRUBS 1 GAL. 4173 -. ITY ENGINEER ' DESIGN RJM F-,,f c0mmrN7)(T GROUNDCOVER AREA 30,216 S.F. 15 GAL. 104 5 GAL. 141 P.T.B. DESIGN GROUP, INC. r_&N%1 c AMI LANMCAM A*CgrrtCn= DRAWN ,�.. �,,....,...�..,. ,...�»..,.. SHEET 24" BOX 50 JOB NO. 504-10 P.T.B. X OF 27 CHECKED R DRAIWINGNOOJ. K.E. (12-20-88) �! ' ATmm- E _ . SHEE1i - TRACT 13753 91 351_011 v CONC. MOW5TNr, TYP. 3�'-O`l 92 lciTyj vp a 78 I z 6 HT. SL Arlr 13 LOCK WALL 61-011 Q • •. 10 6 TYi? r G _oll c/) + m CANDELA DRIVE - - - - CGO�-011 — — �I _pll 107 ••gyp V � 1 � r Q Trp. 61 1 L)im. TRACT 13753 ,o- v \ 1 2 >� I 1 j LOCATe WALL AT TOr OF SL11OPS OR GI-0 _0 1 0�n MIN. r-R�M BACK of WALK , WALL T� 5r l o INSTAU-t-0 t3Y TILT SEE w v 9PN)ING PLAN Fo12 TIzACT 13753, m w WNC_. NDWSrIZIPP TYr. 1 cwn Y IZ 1 = U Q 1 � 1 1 1 . 1 1 1 1 1 to I—OSI —GII �1 SII TRACT 13753 — �1 HT• �� ��' 1'8N� I LOCATe WALL AT Top OF SLGp� 0K �1-011 +�T. � W SOUTHERNACT I R ILROAD MIN. FhoM SCK GF WALK , WALL TO ��1_o I U SOUTHERN C�FIC R ILROA N`�1`Al-LEIS C'�Y TACT ��lIILC �, ` FF CONC. M,()WtDTRIp; TYP •.••.. _ ' GrAriNC� PLAWj F012- TACT 13753. MAX. 41 I- 11 1 � 6 O �1 HT cOr�, eI,oCtI �,��- 0,1 J 13'�II 15� 1 8�1 _ 011 2 O 1 w 6.iD Ste- 1= cv�'� N _ N 1 I _ n LoW P�I.O�G K k1�.LL 1�/Gdi,IM tom) r Gout> ovE�r' O U _ W , Q o � � l _ LOlnl k3L0 K WPcLL W/ COLUMN v, 1 3�I _olI J 1 TYp. m CoNc. MoI�1S"�f', T� I�-�S � �-' N 1 6 0 • O r _ TYp Z CONG. MOWS TRIS - LLJ > 1 I _G 11 ... cc ORw TYR o - m Q CANDELA 0 BRONT PLACE SAPRI PLACE Uj� Q cr cr Lu 1 - - - � , T TRACT 13753 TRACT 13753 Ji H ; . SLUMr FLOCK WALL -: 10 �Q�o Y P. Ak�g991 SCALE. 111 - 30 1 NOTE: ' "P �, 1LIGHT FIXTURE - }�-rA-EZ Sr— -!�S#�ZA •T 70,AT. w ,� upAa`� -r, �- Gmr crrT GT 7-gi TRACT 13753 1 HIGH PRESSURE SODIUM FIXTURE MOUNTED ON �_�017 1 ANODIZED POLE TO MATCH FIXTURE. MOUNTING HT. 10'-0", SPACING 80'-0" OR AS SHOWN. F"F-F-- M `r�4 ��P DESCRIPTION OF REVISION DATE PPROVE DETa1 L_ J SNT -1 jE OF LSF CA SEE ENGINEER'S GRADING PLANS FOR LOCATION, �``� '""E j'"c y q9�, CITY OF RANCHO C U CA M O N G A CONSTRUCTION LEGEND KEY MAP CONSTRUCTION & QUANTITIES OF ALL WALLS. PARCEL MAP 9350 �=-�I -al- s' HT. SLUMP BLOCK WALL. sour RN PA IC RAILROAD Sic VICTORIA VINEYARDS SOUTH ' * P. TRAILS - TRACT 13753 SLUMP BLOCK RETAINING WALL; - - - , - A 1 : t 53 _ FUTURE - �ryTE J�rP SEE GRADING PLAN. • _ - ` = = - = = " " t = :" of "-.` PARK =?: - - CONSTRUCTION PLAN PREPARED BY: PREPARED FOR: CONCRETE WALK. . 4 ut , 3 ` g v"'``° :._` APPROVED BY DATE 2397 NO 6• WIDE CONCRETE MOW STRIP. - - -I � - � - � - - \ --�� `- fiEGUMMF NUt U _ - w CITY ENGINEER R.C.E. i DESIGN KiM loot J �� - 'I +t; RJM P.T.B. DESIGN GROUP, INC. f �- LIGHT FIXTURE, SEE NOTE. _ . _ : , - LyoN CD DESIGN GROUP, INC. __. lLA7YMNG AND LAND6CA)•E ARC'lITrLCR1RL DRAWN .......................M. „� .,», o.w� SHEE1 �' 1� S'1' '`�- FENCE OVER LOW �— P.T.B. JOB NO. 504 1 o C-1 OF 27 ••••.•..p.•..••••• l __ PLANNING AND LANDSCAPE ARCHITECTURE JKe WILLIAM LYON 27W LAS RAR:BLAS,SUITE 236,MISSION VIFJO,CA.(2691(7111 SE2.7516 BLOCK WALL WITH COLUMN.(pER 6� ) _____ __�— CHECKED �. DRAWING NO. - - - - - - _ 8510 ARCNII,ALO SUITE 9 Q O SCALE --- -�— -- RANCHO CUCAMONGA, CALIFORNIA 91730 K.E. '(12-20-88) DATE S4t.�D �� FENCE � SHEET NCJ. �&C)F � coli. Mo�lsr�lf', TY� i o C e.o IIJ T-5 Gv't I IN!VE S :1:51-011 o,c. 0 TRACT 13280 G' HT St LJMF k�OCK HA1 - .i� v LIckT I=1> 7JRf7. ,T�'(=, w • QGod G I�io�N15Tr R Q TY� co w •••........ ♦ N11r1:: ac Zol-o� -d I -o T t� IrIT�R L_ a Uco U = z al_ �I oL II 9I- 11 19l 1, O 1 Z 0401 0 0 Olt 40 it 75p O _ _� _ ...._.. .. _ - 1 '- O _ ��I CfJ - •••. — 1 w - zw - - '� CA - - 1 O o m I q r i' ! 1 W • W ° �� ��.OI� �,^p � U �c -O � l4 I 1 z > Z \ � (ui n twig J ��.0 ; LU x .� Q w o� U w 1 lL .••v o ,' / G, Its F COLL,A,1� o o F- z 3 I `�� , C -I o 00 1 - • � < ...•• ; v co ' c) T �LUI�tP �l-ocl< ISI. ' Iz c O U • % 1 ~ m rn • TRACT 13280 ` WOuC--7H-r OWN r-V-NCr7 OVFizE-' IoW ALOC-K WA, IU- W/ Wt-uMN NORTH CONSTRUCTION LEGEND NOTE: ' LIGHT FIXTURE - SYLVANIA "ALLEY KAT" 70 WATT 5 =— 6' HT. SLUMP BLOCK WALL. HIGH PRESSURE SODIUM FIXTURE MOUNTED ON ANODIZED POLE TO MATCH FIXTURE. MOUNTING HT. SLUMP BLOCK RETAINING WALL; 10'-0", SPACING 80'-0" OR AS SHOWN. SEE GRADING PLAN. SEE ENGINEER'S GRADING PLANS FOR LOCATION, CONCRETE WALK. CONSTRUCTION & QUANTITIES OF ALL WALLS. 6" WIDE CONCRETE MOW STRIP. - LIGHT FIXTURE, SEE NOTE. D- I ,,,,,,•�,,,,,,.., WROUGHT IRON FENCE OVER LOW >= SCALE: 1 " = 30' BLOCK WALL WITH COLUMN. --- 8" WIDE CONCRETE MOW STRIP. DESCRIPTION OF REVISION I DATE IlAPPROVE N YuErf#ET/NsCITY OF RANCHO CUCAMONGA KEY MAP �. ♦�4,P� PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH r Sgnature TRAILS - TRACT 13280 • __ - Dille 53 P ': _t� 1•,: - l'9rf ���\ PARK �= - °F '✓A``� CONSTRUCTION PLAN PREPARED BY: PREPARED FOR: kli ; t DATE y 3 APPROVED BY '22307 - w CITY ENGINEER R.C.E. NO. • - = DESIGNRJM I,ELOMME NDED RJM P.T.B. DESIGN GROUP, INC. IN LYON ,�w..�k .m ...� .. ,,...„ .. S�EE� - - PLANNING AND LANDSCAPE ARCHTIT,CiL7ti ACT , = 0 DESIGN GROUP, C DRAWN .n _ PLANNING AND LANDSCAPE ARCHITECTURE Xe WILLIAM LYON P.T.B. JOB NO. 504 10 C_2 OF 27 - 272A5 LAS RAMSLAS,SUITE 2511,MISSION VIEJO,CA.92691 17141 582.7516 0 CHECKED �/t DRAWING NO — _ — $540 ARCHt13ALD SUITE 8 ?,0 NO SCALE --- -- - - — - - RANCHO CUCAMONGA, CALWORRIA 91730 K 12.E�0-88DAT E ! ` L _ EI- NO. OF .6R- TRACT 13281 TRACT 13281 s p np• coNc, I"IDI�15T�1�, 7-> r. CONC , MOW TIS , kIi NT !► 1 � o +� sLt.1Mr pLI< �c;' HT, SI-uM�' �LoCK WALL W.I&L -�V o Lu M N. � n uj f Y-1'u��, TYl', o Uo -- -- - - --- + ♦ z ,I RIVE + s�o" 5 -° TRESENDA _ - MONTELLA _ _ DRI E w z ` J w U -t I -G O I TYp I = -- � -G w ' pQ Z I �I -011 — ,p;+ 5" r I I . W o I (n Lu �o O ,0 � � i_ II I_ I F - GIS r-I II W TYp •. 20 , � W G I W -G • TYp. U II 61 -o I ►� z o-� QO U •• TY#? TYp. U 1 Yp' TYF. W w Q U II Q 20-o TYf• v 18 2 Q I II Q II U ? U) 108 W 13 8 _ Q 20 .J _ J O J -O W o J t O �- t I Q I i U II 139 I ►_ J g-o 165 _ _ II = w Z) 124 0 166 0 I 2 I 151 20 J a- , Q � w -o U W Z 01 > ~ > �- W p Z — O i cn Q J I , I I— 0 Q Q Q � o� Z . s Z 3. 1 SL01��, 1'1AX U � Q 3 1 LOpf=� 1'4� ? — C/'3 z L.�CATF !,14LL AT -1 Gp OF SLCrF Or- ��-d' TRACT 13281 H-r c Lu Ar r C3LOC K- WAt-L , „ TRACT 13281 TRACT 13281 LC�c.A�t WALL Al TC�r n� '�LGpE Oft 6 -G o r11N• FFA FAC-K off' WA.t-K. -I^IP,L► 7�) E5F_ MIN. cGr�^'I E3ACK Cr- WALK , WALL TO f3E z l-ALLEI") Y T��C'-!- ISI aLnEf2 . SEE •,.,Cl-PcN N ALA-FP LV->P Y N T5 2AF CnTrz T�h uILr=CT�1F_kI �. L<XArt � WA LL AT TU� DF 5 LaPF- OZ GI-oII , MIN. Fk)M �54r:K OP7 WALK . WA-L_ TO [3E I NSj AL.L7 ) I�`( TACT - t.II ' �,� Lo(_ArtT WALL A7 Top or 3I ^opt oR �I-oIl t I - r. � =ODIC,• �IGWSTI�Ip; TYI? Q AC%IN fANb POR Tom( -� �zai , 11N. r—K-Al rt..K. G� t��A.LK, WALL o �� 1" w IN`'TALI�" Y n 1 5u1L_C�F_l, , sF_E TRACT 13281 > (,�I HT, SLgM� `3113ICK WALL- T��T c -o . r ' H`l 51-1•li`1P �l-��CK WALL -4 Z v 0 3 : I 5LOI�E M". W (7) 1= � > oI_ I oo . 11 ' — + Z � W JI W ZGI-G'I Q, �' cr_ w 0 r > ru crt I o ' o _o 0-011 c �- uj Lc) 6'-o'I 0 TY� Z w • TYp J (n W _ BRIENZq cc PLACE.- PLACE - •. ~ _ TINDARI 1--• - O � — — — �w ��=Olt 6iu I w w I Q I Yr. Z U) O TZ TYp -p 100 z I W I n Q M cr TY r. .- Q J tst car rn -O'-on cr I TY1? •• W I cr c n rn _> cn co 4 20�-011 r 4 201-011 co III��NDSE,4p� ®r y E ew��l9 CUA ,IC. M�,I,J�t�l ''" cr Y�. H W . W ORTHCr J 4pnatve ORTH 3; I CONSTRUCTION LEGEND TRACT 13281 TRACT 13281 SCALE: 1 " = 30' �r4rE F Chutu���P #- d ��� 6 HT. SLUMP BLOCK WALL. SLUMP BLOCK RETAINING WALL; MOTE: SEE GRADING PLAN. • LIGHT FIXTURE - SYLVANIA "ALLEY KAT' 70 WATT HIGH PRESSURE SODIUM FIXTURE MOUNTED ON CONCRETE WALK. �_ ANODIZED POLE TO MATCH FIXTURE. MOUNTING HT. 10'-0', SPACING 80'-0" OR AS SHOWN. DESCRIPTION OF REVISION DATE PPR VE ••• 6' WIDE CONCRETE MOW STRIP. CITY OF RANCHO CUCAMONGA SEE ENGINEER'S GRADING PLANS FOR LOCATION, KEY MAP LIGHT FIXTURE, SEE NOTE. CONSTRUCTION & QUANTITIES OF ALL WALLS. p-1 PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH «a WROUGHT IRON FENCE OVER LOW TRAILS-TRACT 13281 - - _ BLOCK WALL WITH COLUMN. Add 53 - FUTURE - - PARK CONSTRUCTION PLAN '- PREPARED BY: PREPARED FOR: - DATE E APPROVED V O ED BY 22897 ' ' ITY ENGINEER A.C.E. N0. I I GN f;E L ) DESIGN P.T. . DESIGN GROUP, INC. - - \• - LOMMF N LYONK.►NIvcNC AND,.. ...n c "� SHEET • DESIGN GROUP, INC. DRAWN F PLANNING AND LANDSCAPE ARCT=CTURE �- P.T.B. JOB NO. 504-10 C-3 OF 27 27M LAS RAMQLAS.SUITE 2%.MISSION VIEJO.CA.92691(71.)562-7516 �f e WILLIAM LYON CHECKED DRAWING NO. - --- -- - •440 ARCMIRAID sUtTE II r - NO SCALE ��..�-�— -— --� - - — - - - - - RANCHO CUCAMONGA, CALIFORNIA 11730 K2- DAT HEEI' NO.A OF &`Y,z ;�0 Qv♦ of rol HT SI.UMrco t!?LoaK WALL S b o' 146 TRACT 13281 57 ���� w �► ALI MoL� F>t>- eH�LL MEED' O ►1 � Ii Q I .,�. HA.tZD „•� Al- 90"�trt� , _rYR �� A-011 '► 5-o J ` • ••• \\ I –OM 5/ .0000 • O WP-OL-104T JF- 0I4 f ENGE OAR SLUMP o 1 � � GoUN I , o� sp;I, TYP!o .... 1N1 �G'oR�� �IOIrIT� CoN Ti NUE s 8'-o'I ©,c, _15' �., _ P�LONC ENTIRE V�/�LK . •;__j � -� GoIJc, l�to►,.JsTi�l�, TYP, C0 .,o ''�. - _ - M _ _ = d � ••. ARCONI DRIVE �� f I I iYf' I _ I q -� w I 6 _011 ••,..•__. _ I ••••eta. 0000... •••• } •• ♦ / �/ ' 1 _ • � • 0 -`4_� ,� � ILII �+ (I O � —i9 � � �, _� \•� \ 01- M 'IZCvV OD 4 • -s� 20/ �1-d _ _cu • ,_o -d 46 ... 49 a 50 O �Q •; 61-0II L16HT �IxTI�fQE , T'�F' Z 3. I s1.�of , r1AX. • W r�oLl�-+T Karl �rlce o✓ER .• s Lu�t� I� Loc,K r-�ET�.I N I rIE IJ>�I �LIGI�I 6E� P�k.'INF�Q'S ��INC f 1.-SNS, EN TINI 4 - DRIVE W WJG"T I Ro� ovI ajr fiP !, /GOL U 1"1 N I T`I'>~'. 1 W V J z HT. 'SLUMP p�I. LOCATE• W� A -I- r 70F or-5LZf 4. 7- - MIN. p=9aM CSF Wei.-IL- . wAu. C�jQ "i� � I N ST'�1�•-• t3Y TSG` �l,ll L���_ 31 1 SLopE FLAX.i GoNG1�T� r i oWsTgI P) TY'? - - o Q 1k; o C5 SCALE: 1 '1 = 30' NOTE: c LIGHT FIXTURE - SYLVANIA "ALLEY KAT" 70 WATT z HIGH PRESSURE SODIUM FIXTURE MOUNTED ON ANODIZED POLE TO MATCH FIXTURE. MOUNTING HT. 10'-0", SPACING 80'-0" OR AS SHOWN. DESCRIPTION OF REVISION DATE �PPROVE_ , pNQSG,�F� CONSTRUCTION LEGEND CITY OF RANCHO CUCAM �± • " SEE ENGINEER'S GRADING PLANS FOR LOCATION, Q�C , � '"`'` ''" ,G�'Sy ONGA •-••••••--•••••--•• 8 WIDE CONCRETE MOW STRIP. KEY MAP CONSTRUCTION & QUANTITIES OF ALL WALLS. r`J f vPARCEL MAP 9350 , -�, SOUTHERN PACIFIC RAILROAD = _ VICTORIA VINEYARDS SOUTH 6' HT. SLUMP BLOCK WALL. S,gna ,rq ' TRAILS - TRACT 13281 SLUMP BLOCK RETAINING WALL; = AST_ 53 FUTURE Dal ^\Q SEE GRADING PLAN. = : : = = - - �Tf ., e: of ca (t',;. CONSTRUCTION PLAN PAR0. K : _ PREPARED BY: PREPARED FOR: CONCRETE WALK. APPROVED BY DATE 1 Z jL—L — _ CITY ENGINEER R.C.E. NO. 2239 6" WIDE CONCRETE MOW STRIP. _I : , : _ w DESIGN R.IM kE GUMME NUL L RJM P.T.B. DESIGN GROUP, INC. LIGHT FIXTURE, SEE NOTE. 'l iac� _ - DESIGN GROUP INC. LYON A�LAA A. DRAWN m-W A,.,IM MDEMM Itq f�..» S H E E 1 WROUGHT IRON FENCE OVER LOW ""' ' ' ' ' ' `� PLANNING AND LANDSCAPE ARCHITECTURE 6� WILLIAM LYON P.T.B. JOB NO. 504-10 C-4 OF 27 ........o......... --- � � MISSION 9 -7 - BLOCK WALL WITH COLUMN. – r2RS LAS RAMPLAS.SUITE 2%.M1.SIO, IEJO,CA.926 1(714)M2 Sly ARCMIs D SUITE • HECK ^�' C ED � DRAWING NO NO SCALE ------ -� - — --� - RANCHO CUCAMONGA. CALIFORNIA 91730 E DA1 E 40 AL WROUGHT IRON FENCE 1z 2 88 l'� ��'�• �-I SHEET NO-3l C)F 2"SCH. 80 PVC SERVICE 1 1/2" BACKFLOW PREVENTION ASSEMBLY TRACT 13753 LINE 1 1/2" PRESSURE REGULATOR SET AT 70 PS.I. ( DELIVERY PRESSURE ) ii L4 L5 FLOW SENSOR SIZE — 2" 112.11 I��211 91 lu MASTER VALVE SIZE — 2" U ' � 92 1� J I L7 �I vA. I . !4 a Al 78 L3 - �o ► .• • y�,i til _ �' I " I , Z II��LI 10 6 �w ,a I;ss�6 L2 z s -n + Q II .. LL 1 77 Ow 134`j.2 DRIVE n 107 4U LI 1 / I CL ' ' 61 1 v� 1 TRACT 13753 ail L 6 1 cl 'W •' I�� ' �v GENERAL NOTES SII ,�,.► I34z. 0, 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY ELECT. SERVICE TO ELECT. 1 1/2" WATER METER TO BE EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS METER TO BE PROVIDED BY PROVIDED BY DE/ELOPER fin/ 13411. /� SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) DEVELOPER 1v WATER METER NO. 2 O I 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE 'I I i 10 , Q WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. SP-1, SP-2 D-2 SP- 6 ' ' \ W HYDRAULIC TION METER No. 2 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET No. D-2 � �-?�`• A UTOMA TIC CONTROLLER �� L �� _ 1 c/n \ 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO 12 STATIONS�I2 U-nu7ill — JW crry WATER GRADIENT {ECFV.) MIN MAX BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. 1 Z CITY WATER PRESSURE (P.S.I.) YIN 1� MAX�� INDEPENDENT 115V/60CYG2 AMP ELECTRIC CIRCUIT TO 1 J REou+REo ofuvERr PRfssuRE _ S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- WT / M.C.V./ R.C.V./LI. tOT / M.C.V./ R.C.V./ WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. EXACT LOCATION TO BE DETERMINED IN THE FIELD. FU- slzE G.P.M. F.T. /p r.Loss slzE G.P.M. F.T. ' F.Loss 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT L9 12 METER I'14" 10 2 I'(Z" +_ 4.z LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING Ill i't" I IQ I IYZ" 4,6 /o CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. 1 C.v. 'mob I go I ll 4L, s•S M.L 2'' �o Lad' Z" 4l, uq +1 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT ELECTRICAL SERVICE TO ELECTRICAL M.L. ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. METER TO BE PROVIDED BY DEVELOPER 1 UT.L NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. 1 uT. 4 SUB-TOTAL ZZ sue-TOTALMMCEL �S S. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND EUVATI ANEOUS RV MISCELLANEOUS 1rN VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE AUTOMATIC CONTROLLER K ' ELEVATION DIINEREI(ESS ELEVATION OPERADfFrCTING ERESS — AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD NEAO OPERATING PRESS. REO. 3o MEAD OPERATING ►NESS. REO. ?� PROVE DETRIMENTALTO FINAL COVERAGE,THIS SHALL BE BROUGHT A 2 TOTAL 0►ERAr10N PRESS. NCO. '5 �aC OPERArxm mm REQ. 156 1 - STATIONS ' C2-UnL_1Z0-r>, � � 1 � TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO ADORIONAL ROOSTER PRESS. RCa oanoM.L RoosrEN ►N[ss. R[a DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- lu THNSI IRRGATION SYSTEM HAS BEEN DESICNEO FOR A MIN. Op!_(P.S.I AT MAX_'.%0.P.M. MENTS REQUIRED. AUTOMATIC CONTROLLER "J " s. III § 12.• STATIONS (2.UTIUZp) TRACT 13753 1 SOLJTHFRN CIFIC RAII ROAD IS _ THFPN PACIFIC RAIL ROAD 4Q LIZ I 1 W ELECTRICAL SERVICE TO METER TO BE PROVIDED BY BY CT. I�I U _3 ' _ ._- .. I /4 BACKFLOW PREVENTION " p - �„ ' • Ilry� — 1 /Ll1 LII ASSEJ REGUMATOR SETBLY A 65UP.S 1. /k X� ! �, t1 i to LIO ;I► 41 a — 1 I 11 , I ` u 4-,q.. BACKFLOW PREVENTION I h- ( DELIVERY PRESSURE) i° 4 ASSEMBLY W/3� PRESS. i 1 11 ,Ul ,I REGULATOR SET AT 65 P.S.I. ) 1 4 2 R n `\ , ; x , T" O (I (DELIVERY PRESSURE ) G89 S•'� 1 JL U n W� k i tv HYDRAULIC CALCULATION METER NO.Lu 1 Q 1 1 �aIV HYMUUC GRADIENT IllMI!(_MAx I , . I 1 I ly CIT7 WATER PRESSURE (P.SJ.) MI 414 ZG. MAX _j. 1 60 I J •1 , 1 `I 1 1,1,O S I �� '` ` / REOUIRED OEWERY PRESSURE Ill 1 F>w I$�Ffe.B O 4u� WATER METER NO. I „ _ LOT M.C.V. R.C.V./ ,JI LOT f M.C.V./ RC.V./KI 3/4 WATER METER ' i ' ' " 5 / + t 3/4" WATER METER PROVIDED PROVIDED BY DEVELOPER P slzf G.P.M. F.T. /� F.Loss slzE G.P.M. F.r. F.Loss BY DEVELOPER LU I� II " ... �� O���E YEZER � T,a- q.s z3 9 RRONTF P[ AC;F , cr_ w z4 l0 10 z3 0 SAPRI PI ACF �Q m I --- ]bI�l4� 3 C.V. 2 2.o I T$ �.� co 2 G p,NDEL A M.L. , z zs I S s ' L I I I I I I I � w1�--- ----- _ Igw I34/o 4 M LI Cl uT.l SUI-TOTAL Z SUS-TOTAL (0 TRACT 137,93 O T R A\-._i T 1 3 7,93 W _ MISCELLANEOUS 10% S MISCELLANEOUS 10% - - a 1 ELEVATION DIFFERENTIAL - ELEVATION DIFFERENTIAL — `p,NOSCA HEAD OPERATING PRESS. REO. 1D MEAD OPERATING PRESS. REO. 3p A�O A Y P. ,q9 () �L TOTAL OPCRArIOM PRESS. RIO. yv11TWAL OPERAr" PRCTL REO. QAWrONAL ROOSTER PRESS. RC0. AL ROOSTTR ►[CSS. RCO. 1 THIS IRR'GATION SYSTEM HAS BEEN DESIGNED FOR A MIN. Ol P.SJ AT MAX�.P.M. c 1 1 � - 1 EX . o-'s� ALE: 1 " 30' �... 1 slgT LIt�T�"10CI T G!-TT STNN� 7-1-94 1 TRACT 13753 F of cauF� 1 NOTE: SEE SHEET D-2 FOR IRRIGATION LEGEND AND DETAILS, It.L"SL11 f� PPROVE #SWC �-2A• DESCRIPTION OF REVISION DATE�° q CITY OF RANCHO CUCAMONGA KEY MAP SEE SHEETS SP-1 AND SP-2 FOR IRRIGATION SPECIFICATIONS ` "-' �'28• J„ �, _ l PARCEL MAP 9350 sOUT OAD RN PACIFIC RAILRVICTORIA VINEYARDS SOUTH 5 TRAILS - TRACT 13753 - -- - - - - - - - - ACCT_ 53 _ FUTURE -:= lqf va r H��P • - - {;: - ATIo [ARK .. _.: . ••, IRRIG N PLAN PREPARED BY: PREPARED FOR: APPROVED BY DATE 3z s CITY ENGINEER R.C.E. NO. 7 DESIGN FiELUMME 'vlL) i R,�M ' A.I.C. DESIGN GROUP, INC. CD RJM LYON : 7 z : ; _ : _-- -. DESIGN GROUP, INC.,v DRAWN PLD� SHEET PLANNING AND LANDSCAPE ARCHITECTURE A.LC. JOB NO. 504 10 I-1 OF 27 _ - 27295 LAS RAR:BLAS,SUITE50•2MISSION Vill CA.92691(714)582.7516 J WILLIA M LYON _ CHECKED "�-. DRAWING NO, -- NO SCALE - - - •540 ARCMteAt.o Bill9 RANCHO CUCAMONfiA, CALIFORNIA 91730 12-20 88 DATE SHEET NO.-4OF 2z .._.•--. _sem_ _,. __ ._.,..._ __. ,.aa ... t...-�_.. t �—__.._ _. ..__.._ _ .e_. _ ._. .__. .�� ..e.� _ �.�.,_. s .w_�,�. ,�. _ _ �_ e....��. _ � �.. .a—_ - - _ ...... -.-_----- i. t , c3') s� .~ TRACT 13280 -OW ISSI."7 `�► I►121 W A-* CTl CKD Lu S F5 W44 7� � � p '"" - �,�� F2 � 112' UDCIO 'I F7 �� I a :i ' , , I I , <n Y/ Cn Q FLOW SENSOR SIZE— 2 I CL d i 1 _. __ ; ASW 1344 MASTER VALVE SIZE 2 Q ._ 1 ... _. __ ,: ' _..../, Z W m ► - I I, – I I o i Z v4 I� l �,`" � � ...� a ! i J �L . � �.. a , F 321 .. „�, . . �. . LLJ 7�1 p I I -_ : z � W Q `` j Q w 111 I j W J till If i '' Q W. --- C) I m ,j I►2p 1 a. j ;' " ASSEMBLY`, 2BACKFLOW PFEVENTION SS. _ _. J 11/2 WATER METER 'r''• ��� s � REGULATOR WSET AT 80EP.S.1. �, J PROVIDED BY C� C) — U DEVELOPER Z ••...../I _ � F4D (DELIVERY PRESSURE ) WATER METER N0.3 �', �'' __'14� • � ,� �11211 � z ��, ( -- 1 U ` �, . _VW 1344.tb J J� � � l �t' • ' � Q �f OW 13'30.9 i � ELECTRICAL SERVICE TO ELECTRICAL METER �,, • TO BE PROVIDED BY DEVELOPER — ` TRACT 13280 % ow ISS05.�7 i AUTOMATIC CONTROLLER F SYSTEM DESIGN CRITERIA s STATIONS INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCUIT TO J BE PROVIDED BY DEVELOPER 1 EXACT LOCATION TO BE DETERMINED IN THE FIELD. NORTH • SYSTEM DESIGN IS BASED ON P.S.I.USING 55 G.P.M. • CAPABLE OF DELIVERING INCH OF WATER WITHIN H.P.W. • PRESSURE DATA WAS OBTAINED FROM CUCAMONGA COUNTY WATER DISTRICT BY JOHN KNAPP ON 9.14. 88 .WHOSE PHONE NUMBER IS (714) 987-2591 • CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF - GENERAL NOTES DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN 1. NVSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECS.AND CONSTRUCTK�V DETAILS.SEE SHEET NO. SP-1, SP-2 D-2 HYDRAULIC Cl�il�l UTM METER no. 3 8. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 �,,I� G*A,m� (�,.) MSN—MAX 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO CITY WATER PIMSSURE (P.S.I.) MIN ItD MAX 1{_ BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. REQVtRED DttivEnY PRESsuRE �Q_ 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- wr / ILC.v.f *.cv.#Fl LOT / N.C.v.f ILC.v.; WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. SIZEG.F.M. F.T. VEL. F.LOss SIZEC.P.M. F.T. VEL F.Loss 6. AREAS THAT NEED TO BE DEFINED IN ORDERYO DETERMINE EXACT 11[TER 1'11'' S5 G.s u a Ilk" 55 ro LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING t v , 5 ,+ CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT 65 o ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. SCALE: 1 " = 30' LAT.L NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. SUhTCTAL St9 SUR-TOTAL MIscELL&KOUS lox MISCELLANCO" lox 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND B"AnoN OIFFEREN UL U.25 ELCVAnON DIFFCRE►rtut VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE "m orcRAnNc r*tss. REQ U NEAO OPERATING MSS. MO. AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD TOTAL OFERAnoN MM'M REO. 4� Al oKUTIOW ►asx REO. PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT AoomoN� * ►REss RM 7>0 wosTtR , Rca TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- TIMS IRRIGATION STEM HAS KEN OESICNEO FOR A MOL o`P.SJ AT MAX__G.►.M. MENTS REQUIRED. `p,Ni SLgp/ DESCRIPTION OF REVISION DATE PPROVE 6',�9�„ CITY OF RANCHO CUCAMONGA KEY MAP NOTE: KGs - `� T PARCEL MAP 9350 SEE SHEET D-2 FOR IRRIGATION LEGEND AND DETAILS. SOUTHERN PACIFIC RAILROAD SEE SHEETS SP-1 AND SP-2 FOR IRRIGATION SPECIFICATIONS. 5c�a°, N I VICTORIA VINEYARDS SOUTH * — * TRAILS - TRACT 13280 • : ACTT: 53 FUTURE - - - 0► ALIT PARK ` _ IRRIGATION PLAN PREPARED BY: PREPARED FOR: A If j lo DATE i APPROVED BY ' I Is ITY ENGINEER R.C.E. NO. w DESIGN M HEI,OMME NDED DESIGN GROUP, INC. ,'l - i - - - _ - f•- - `j /CANNING AM)""WAIT ARCRfTECTURE �CT ? LYON - . I T�1 W•.NA 1i.AiRf 1A.Ntl•KIM YIUO.<♦QNI.l1•:�.9N • = DESIGN GROUP, INC DRAWN SHEET PLANNING AND LANDSCAPE ARCHITECTURE WILLIAM LYON A.I.C. JOB NO. 504 10 1'-'2 27 OF - 27US LAS RAMBLAS,SUITE 2",MISSION VIFJO,CA.926 1 17111 SR2-751 CHECKED rte• 1/� 'r�( DRAWING NO. •sso ARC141eAIo sutT>E • NO SCALE -- RANCHO CUCAMONGA. CALIFORNIA 91750 DATE SHEET NO. 0F WATER METER NO. 4 TRACT 13281 TRACT 13281 1" WATER METER TO BE It/41BACKFLOW PREVENTION PROVIDED BY DEVELOPER io H 7 ASSEMBLY-I'/P PRESSURE III REGULATOR SET AT 75 PSI I(0 H 6 (DELIVERY PRESSURE) lu 2 w � F- w u) T- 0 s>Mlr .2 DRIVE 358 � ' ® � '�' > w Q TRESENDA _ ____ _._ _ �' 1 MQNTELLA _ _ DRIVE z w BW I3�T 135q•5 V Ili II !� �' W 1389.2 ... , 1 t !�W f35%.q - s 1 f , 1 t3S .o i >t - Is5�� I , - fes. U) r � �1 - �n � �` � � � � /`p ~Zp �� y� � �� / - " �;� � L1.1• __� " • l I i� �i • ! cr ui • Q � U , 182 U z 139 , ..�`, - i 1 1 fi5 uj 138 125 �tl 108 I I 152 Q = W w 12 4 CL H 5 1 1 fi 6 i 151 .--j U w z H I H 2 du I� H3 Q' 1k, I Q I H9 � I 24 H 10 Qcc w �- 5 w H4 �, ! I H8 _ I ! 1I H I I � C p� I'' I'' � ►'► II �!, ? z (I� �- FLOW SENSOR SIZE — 2 Q Lij Q MASTER VALVE SIZE — 2' C) U1 CC TRACT 13 281 - 1 RAM 13281 2"SCH. 80 PVC SERVICE TRACT 13281 0 LINE 2 z ELECT. SERVICE TO ELECT. METER WDR,� CALCUL•ArAm ytan fp. 4 TO BE PROVIDED BY DEVELOPER NYMULK GRADIENT (ELEV.)—UKMAx CITY WATER PRESSURE (P.S.L) MIN /to MAX _p" REOUIREO DELIVERY PRESSURE _L+ Lar p ILC.V,p yro LOT 0 R.C.V., AUTOMATIC CONTROLLER H ff SIZE C.P.M. F.T. Is4/1 F.LOSS SIZE G.P.M. F.r. VEL FLOSS 12 STATIONS MtRER i' 14 � �• 0 14' INDEPENDENT 115V/60CYC12 AMP ELECTRIC CIRCUIT TO c.v. i1 2k .1 BE PROVIDED BY DEVELOPER w M.L -V 1+ TRACT 13281 A G13 > M.L EXACT LOCATION TO BE DETERMINED IN THE FIELD. G12 A I c C)LAT.I. SYS—TOTAL SUS-TOTAL G I Z B B G 13 ti� III ' I -✓� MISCELLANEOUS IOx MISCELLANEOUS IOx d 1 d G7 8XVATION DNFERENTGL — ELEVATION DIFr"VP IAL III IP > � I3K 7.3 • < -� MEAD OPERATING "ESS. RM 'j0 HEAD OPERATING PRESS. am 1 QQ I ! '�� • � W 1 rorAL o.cRAnoN rRrss Rca 9L PAL mtRArIOM Fwm RrO. -tom i j Ll- ! w 10NAL ROOSY[R PR[S3. Rrd AL SOOS7C* ►IMM RM I a' 1 CST) [) _ t, _ - .. W TNIS IRRIGATION MTE14 HAS SEEM DESIGMr�•FOR A MIN. OF._j_►.SJ AT ! O 1 1 1 I � � W 1331.8 t J ••' __ �� w • _II i _ _ ► v Lu .._..._.�.._ _ e- Nz y A _ s cr a ' r�z�.� ACE ••.• RI _ — — vet 133,.4 PLACE I h T I[ DA F i 1 Iii w w r ? S , I • ILS . ( 00 I rf 6W 1 34, -A 7 . PT lo, cn 0 to 00 4 G 14 8 0 — –� I' a Gi5 2 0 v G15 �' � lu II 114 12 ? ! e5 ~ I W NORTH NORTH TRACT 13281 TRACT 13281 SCALE: 111 = 30' GENERAL NOTES 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 2 ALL ANCE WITH SPECS.AND CONSTRUCTION DETUIPMENT SHALL BE SELECTED AILLS SEE SHEET NO.SPD INSTALLED IN R11,, SP-2, D-2 NOTE: DESCRIPTION OF REVISION DATE PPR VE 8. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET No. D-2 SEE SHEET D-2 FOR IRRIGATION LEGEND AND DETAILS. �a '001 ti CITY OF RANCHO CUCAMONGA 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO KEY MAP SEE SHEETS SP-1 AND SP-2 FOR IRRIGATION SPECIFICATIONS. �QF� "Gao 9�ti Q � m PARCEL MAP 9350 BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. SOUTHERN PACIFIC RALROAD � � VICTORIA VINEYARDS SOUTH 5. ADJTALL SYSTEMS TO AVOID SPRAY ONTO SLOGS,WALKS,AND ROAD- S pnalurc WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. _ = : ' - ; : : ' • * TRAILS-TRACT 13281 FUTURE Dale �Q t3. AREAS THAT NEED TO BE DEFINED IN ORDER70 DETERMINE EXACT _ = A(fT 53 : ;: = LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING = _ i ' y CONTRACTOR TO SEE THEY ARE DEFINED PRIORTO INSTALLATION. - _ = PARK =L' - - _ IRRIGATION PLAN '= �= PREPARED BY: PREPARED FOR: 7. AS DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT - =~- DATE y ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON GAILY BASIS. = APPROVED BY NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUTTHESE DRAWINGS. ITY ENGINEER M.C.E. NO. DESIGN D 7 RECOMME NDE >!. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND =. :,': `. '. = _ �` _ r- JL` A.I.C. DESIGN GROUP, INC. VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE , . : , , = ' - ; : r : 1, �T(''� [ LYON M�AMu�&nANDCONFIGURATION. IF DISCREPANCIES ARE FOUND THATWOULD ' = ' : = ` = ' DESIGN GROUP 11�l..• DRAWN """""""""*"'•'°"`_'°""""'"""" SHEET PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT ' ' ' ' PLANNtT1G AND LANDSCAPE ARCHITECTURE A.I.C. JOB NO. 504-10 TOTHEOWNER'SATTENTIONBEFORE INSTALLATION. BY FAILINGTO Y` ��ie WILLIAM LYON I-3 OF 27 DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- 27M LAS RAMSLAS,SUFIS 210,MISSION VIM.CA.9201(711)M2-7516 —_ HECKED DRAWING NO. MENT REQUIRED. S . ZS •540 ARCNtsALO fll(TE R J -- -— — A.LC. / NO SCALE � RAMCNO CUCAMOMGA, CAL1fORi1tA 91730 DATE ! �qq--L- SHEET NO.4OF ?�f o� G.� I �P ? 4 6 DESIGN CRITERIA , TRACT 132$ 1 157 W 1 � � G 2 dfl � OW 1'545.1 Q _law 1 .z - SYSTEM DESIGN IS BASED ON $Q P.S.I. US ING• G.P.M. L IU2� 1121 I . CONTRACTOR TO VERIFY THIS INFORMATION BEFORE ` 41 G10 c� INSTALLATION. III - 1.34 17 OW 1'343.2 •`' 1 A •. I �- \� � I x/41 a, I • IL AUTOMATIC CONTROLLER 11G11 _l 4� 24 • STATIONS __.aRCDRI\ E ` P 85 % II�a2.b 1I 2►I W --V 13 4 3 ELECTRICAL SERVICE TO ELECTRICAL GI i ?I METER TO BE PROVIDED BY DEVELOPER I Cc y - . - ® I ,I – i` I I III top A � I I „ y21I ,.� II • 2 212 • I" I /� " � I _ WATER METER N0.S n� �C I ., pq""�;' / I "�—'�' —,�rl � I , . • IN 14 • mak. ( I ( v u ,�" % ' 1 fLt '� _ ` s 11/2" WATER METERi PROVIDED BY DEVELOPER f ,n y fit' a� 4748 G9 a C� G311000, 4 6 • ' A f III^I( I ® A ♦MG G5 (L O A j I � 52 i v 4O G4 11�2� G6 5 Q ►'u i I If nll •� I f � I Ilnll � ` �` /. 0 O Z 2" BACKFLOW PREVENTION ASSEMBLYW FLOW SENSOR SIZE— 2 W/ 2 PRESSURE REGULATOR SET \\ Y 3 ' x MASTER \ALVE SIZE— 2" AT_QQP.S.I. (DELIVERY PRESSURE ) '`~-- -_ `• J LENTINI � DRIVE wmRAuuc cuc unoN 1m w. 5 _.- • NYORAULlG cRArncxT (cLEv.) YI�YAx __ . CITT MATER PRESSURE (P.S.I.) YM IZO MAX I OW I.3.3S.1 A OUMED DELIVERY PRESSURE SL SEE SHEET 1-3 FOR - LOT / N.C.V./ *.C.V./ LOT j r.c.v.o MY.# CONTINUATION ' SIZE C.P.M. F.T. VEL f.LOSS SIZE G.P.Y. f.T. IVEL (.LOSS 1R;TERVt" 5+ ,W O.P.u. Yen '! 10 Q cm. -&e a ILL " I "L LATA GENERALNOTES SUS-TOTAL SUS-TOTAL WSCELLAMCWS 10% Ylscr i ANEOUS 102 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY �0GISELEVATION DWFERV"AL — ELEVATION DIFFERENnk EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS 21 ? IPRESS. REG.17 NEAO OPERATING PRESS. REO. S0 HEAD OPERATING PRREG. SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARfTY ONLY.)II V TOTAL OKKAnOM FRES: ao AL o►tRAnoN Pass- m. 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE AOWOMAI 800STE111 PRESS. *CO. omOMAL soosru "VM REG. I WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.SP-1, SP-2, D-2 • 1iRs IRR,WT,ON SYSTEM HAS KEN DESICNEO fo+I A YIN. a<P S 1 AT MAX—_".m. 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO I BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. 1344.5 S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. M 6. AREAS THAT NEED TO BE DEFINED IN ORDERYO DETERMINE EXACT LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. '�2 til q,Il 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT 0ALL!� ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. `V \ NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. s o. Q� Q� 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVFRAGE,THIS SHALL BE BROUGHT 134'4.2 _ TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- SCALE: 111 = 301 MENTS REQUIRED. P ♦ z NOTE: i SEE SHEET D-2 FOR IRRIGATION LEGEND AND DETAILS. SEE SHEETS SP-1 AND SP-2 FOR IRRIGATION SPECIFICATIONS. DESCRIPTION OF REVISION I DATE IAPPROVEC `p,�tC�SGgP F M�'t 1 �hG• CITY OF RANCHO CUCAMONGA KEY MAP GO y q9� Q mos�, WPARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD "` — ~ VICTORIA VINEYARDS SOUTH Sigriawf• * o TRAILS - TRACT 13281 AGT FUTURE PARKOF [A -103 r= IRRIGATION PLAN PREPARED BY: PREPARED FOR: V < APPROVED BY DATE - ITY ENGINEER R.C.E. NO. ? ' - .•, _ _ 'f'• '`: :;- DESIGNnjivi HE COMME NDE U CD r - RJM A.I.C. DESIGN GROUP, INC. 1 t• ��� - I DESIGN GROUP INC. LYON DRAWN ,..,P'ANNM ALs..w..w..a,o.` M SHEET - � ' ....... ., , , . • , , , , . . •.• ,. • . • _ PLANNING AND LANDSCAPE ARCHITECTURE A,I.C. JOB NO. 504-10 -4 27M LAS RAMRLAS SUITE ISD MISSION VI O CA.92611 I71. 75AeWILLIAM LYON I 2 CHECKED 2Sds DRAWING NO. NO SCALE — •540 ARCHteALO fUTTE N RANCHO CUCAMONGA. CALIFORNIA !1730 •1• • 8 DATE SHEET NO.—43 OFA i TRACT 13753 �-r 3o io 59 8 91 v �s 15 92 J 78 t¢ 151 J z 15 9 Q Lo + • . O • LL 1 77 ttc� DRIVE D El- A CA N _ _ _ cv 1 107 V I 1 1 Q * 61 1 Q 1 1 v� * TRACT 13753 v> o- v 1 d o- NOTE- A [_7F-EF- SPACINCA5 29U13Jt�CT r� _ '>o To f vlrw VA�. GIT ' It�ISf G-1 F o d To "TI Imo. C0H Tff^CTOfz 54JA I�-- �J U sT r I N U S w = CANAF_I�hSI s TO A 25 0. G. �ACIHc m 1jo,,�j=�ZSTf-OfM VS* lNr>jC� To20 0. c. Si ,cIN� . _ _ w uj 1 _ IJ r U Q 1 � 1 • 1 1 i 1 i I 1 1 y �N z f G oz c G v rF**N 2 59 TRACT 13753 15g 59 5 W SOUTHERN CIFIC AILROAD SOUTHERN ClAF C RAILROAD T 9 UIN LA&4& -- - ' 1 59 M pC z / 41 a . �. 2 ..• t�r z rrc z 1 � 3 nL ` Q 5 �,. • I 5 I 1 5 1p 1 LI I 1 I S Q m � Q 60 J � - * • 1 O ' Z w v , w 1 0 m � _ BRONTE PLACE SAPRI PLACE m L E D -- --- _ uj cwn o 0 Z _ _ - J TRACT 13753 Z T 13753 Ji Q �p,NDSCgpF , OR IC Y P. R 9 yeti �y 1 CL CJ W ALE: 1 ' 1 t . z . 9 - SC 30 1 Q 0cc P. 1 -me�- 1 1 TRACT 13753 - - IzANTER. s, P 4 j f CAW .�,pp QUAII/?/7"Y C-0w4--73;, 6.pPPA7E To cu�,T c/r7' I F O ST404 cDS . ANt SCq DESCRIPTION OF REVISION I DATE 1APPROVEC 1 p F KEY MAP RARRI �- �� so9�c� CITY OF RANCHO CUCAMONGA � A P19• 4:1G)N A 1 Rl1r1T R A-RRFR6 NW' ' R RF-G RF -D RPR PARCEL MAP 9350 sour RN PACIFIC RAILRO „U„n VICTORIA VINEYARDS SOUTH TRAILS - TRACT 13753 Q r - l C` _ AUT'_ 53 _ - f . _ -. FUTURE U - E PARK _ i REE, VINE & GROUNDCOVER PLAN . — ,— -?— 0 PREPA ED BY: REPARED FOR: APPROVED BY DATE y �2 g7 1 - PTY ENGINEER R.C.E. NO. \ a- DESIGNM F'EGOMMENUEu R JM P.T.B. DESIGN GROUP, INC. LYON _ PLANNING AND LANDSCAPE ARCRRT.0 Ml EL 0 DESIGN GROUP, INC. DRAWN arswa.w+asms,re.�rwroc.n. n.aonw SHEET I PLANNING AND LANDSCAPE ARCHITECTURE JOB NO. 504-10 T-1 27 XeWILLIAM LYON L.M.W. of - T►2E_�LAS RAR:aLAS,SUITE 231,MISSION VIEJO,CA.92691 67161 St<I.751f E C _ _ _ CHECKED � DRAWING NO NO SCALE --- -- -- — 8540 ARCHIBALD SUITE s � Zs - - --- -------- -- RANCHO CUCAMOMOA, CALIFORNIA 91730 �• - DATE / EEI NO. O t CC I I� I p �k 5 rn • 5g TRACT 13280 w Q • ' crI rn 4 • . . o0 Lu . ' a cr 1 U) . . O _ Z 2 w Z I � � * oe * w O tk 0 3: 1� Q U) cr '• 01 /= o O - ►- o� oo 1 I }Q '►r Cc , - I w Z • w Z , • 0 l - Z J QW Q > .••' o Q • 1 W � m - - z • C)J I vZ > ) Z 1 Z • Cn w Q . Q uj cwl� J / 0 W Q w U QLu • �7 Q) , I . o F- z Q o0 Q ♦ co /w J ' z - O * 1 — Z J ; _ _ y / Zs: m rn * E TRACT 13280 �5 EN NORTH ,G NOTE: I SEE SHEET SP-3 FOR TREE, VINE & GROUNDCOVER PLANTING LEGEND, PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. NOTE: i * INDICATES TREES REQUIRING DEEP ROOT PLANTER. SEE DETAIL E ALL TREES PLANTED IN AREAS LESS 5p-3 THAN 10' IN WIDTH TO BE INSTALLED WITH ROOT CONTROL BARRIERS. ADDITIONAL ROOT BARRIERS MAY BE REQUIRED PER DIRECTION OF LANDSCAPE INSPECTOR BASED ON SITE CONDITIONS. SCALE: 1 " = 30' DESCRIPTION OF REVISION DATE PPROVE SGS!Ff QUO NtvEty�vy q9�, KEY MAP CITY OF RANCHO CUCAMONGA � P� �o ?, s � PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH ,i : * � TRAILS : ; - TRACT 13280 AdT_ 53 7FUTURE _ = ifJ -Dale �Q 13 t qTf OF C UfV�t� - - _ • ; = = ; - = ; : _ PARK :;_ TREE, VINE & GROUNDCOVER PLAN PREPARED BY: PREPARED FOR: �� ti APPROVED BY DATE 22 97 CITY ENGINEER R.C.E. NO. _ \ W DESIGN <El,_UMMi-NUE�; R JM P.T.B. DESIGN GROUP, INC. -. ' 't• ,� - Abt 2 _ _ ;, -• - - ■1 LYON ,�, R.AMYING AND LANI7SC A/[AItCH�I'ECI'URE 0 DESIGN G�R_OUP INC., DRAWN SHEEI �• 504 PLANNING AND LANDSCAPE ARCHITECTURF, WILLIAM LYON L.M.W. JOB NO. -10 -'f-2 OF 2T 27295 LAS RAMBLAS,SUITE 250,MISSION VIFJO.CA.92691(714)91I-7516 R CHECKED /� c D AWING NO. --- •510 ARCHIt,AlO SUITE 2o5f — — -------- - DA1 F -- - _-- RANCHO CUCAMOMGA, CALIFORNIA11170 1 NO SCALE 22 - - SHEET NO. 0 �� �N G `.a TRACT 13281 TRACT 13281 LI - 15 z w U) O U O of 01 ---- + ♦ � Z DRIVE + TRESENDA _ _ * MONTELLA _ _ DRIVE w Q Z J > d w Ilk cn d w Z J i w ,� �k w _ ., w o_ • U * w W U * U * '� W wQcr W 138 Q Q 108 182 J U - � U 139 0- , 125 124 166 165 0- � 152 151 = w D w Q p.. � U z Q Q H- a: w Ji Q i i O I— > W Q > Z� OI 2 cn a J 0 O Q Z cc W Zc, Q Cn > Q F oC TRACT 13281 TRACT 13281I— TRACT 13281cc z - E J �= ;,I W TRACT 13281 15 > + Z Q W — o > Q, cr F— oc -� — oo W W Cc J� � w � w N �1l O O (n W J w 0 • _ * Z = * cr J cn -- W * - - - BRIENZq < o __ — * pj_p,CE _ •• PLACE TINDARI — L _ * — _ — O � � � w Z * ww i CC Z z Q-j _ N tri W .� rn w rn cr W J I rn cry � .0 > L opo � + JO N p O cr _ZI LLJ ORTH J 63� 0 Fr TRACT 13281 TRACT 13281 59 NOTE: SCALE: 1 " = 30' SEE SHEET SP-3 FOR TREE, VINE & GROUNDCOVER PLANTING MC L I LEGEND, PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. NOTE: * INDICATES TREES REQUIRING DEEP ROOT PLANTER. SEE DETAIL Sp 3 . ALL TREES PLANTED IN AREAS LESS qN DESCRIPTION OF REVISION DATE PPR vE THAN 10' IN WIDTH TO BE INSTALLED WITH ROOT CONTROL - ` E '1461 .19�,y CITY OF RANCHO CUCAMONGA KEY MAP BARRIERS. � PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD . ADDITIONAL ROOT BARRIERS MAY BE REQUIRED PER VICTORIA VINEYARDS SOUTH�����-� * TRAILS-TRACT 13281 mak. DIRECTION OF LANDSCAPE INSPECTOR BASED ON SITE Ad 53 FUTURE _ " CONDITIONS. `�Tq yr PARK t Ur TREE VINE & GROUNDCOVER PLAN =;= PREPARED BY: PREPARED FOR: ' DATE- APPROVED BY 22397 ITY ENGINEER A.C.E. NO. DESIGN R_ f;ECOMME NUEU : 7 M P.T.B. DESIGN GROUP, INC. ' cTun AIT : � - "on LYS� ,�W l.r..rl RR[S r•I w vtM c.�tArmwas w Ranr DESIGN GROUP, INC. lkpz� nAwwwl"� DRAWN SHEE T � PLANNING AND LANDSCAPE ARCRTTECTURE L.M.W. JOB NO. 504 10 _ ��ie WILLIAM LYON T-3 of 2z • - - r 2T2RS LAS RAMeLAS,SUriE ,MISSION VIFJO.CA.9201(711)5t2.731i CHECKED DRAWING NO. -- - _ --. •�4o ARcI+reA�o surT� . K.E. 41 NO SCALE ��� • E ----- ----------� �--- -- - -_— RANCHO CUCAMOMQA, CALIFORNIA 91730 _ _ DATE "SHEET NO. OF_� VAI OSS 40j j w� P 146 TRACT 13281 s 57 w 5 Q ,. J 1 1 7 _ MARCONI DRIVE • • O ------- 85 f- w ♦ > �. - - h •• �k * 47 0 3 48 46 49 51 52 o * 50 * ' * z 53 �p 5 - _ L EN TIMI . - DRIVE rc E - _ iu Q 2�. a 59 �O 00 NOTE: SCALE: 1 " = 30' SEESHEET SP-3 FOR TREE, VINE & GROUNDCOVER PLANTING G ND, PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. i NOTE: * INDICATES TREES REQUIRING DEEP ROOT PLANTER. SEE DETAIL E ALL TREES PLANTED IN AREAS LESS DESCRIPTION OF REVISION f DATE PPROVE spa c�at�uSC� CITY OF RANCHO CUCAMONGA KEY MAP THAN MIN WIDTH TO BE INSTALLED WITH ROOT CONTROL99ti SOUTHERN PACIFIC RAILROAD BARRIERS. j o� PARCEL MAP 9350 VICTORIA VINEYARDS SOUTH • ADDITIONAL ROOT BARRIERS MAY BE REQUIRED PER TRAILS - TRACT 13281 DIRECTION OF LANDSCAPE INSPECTOR BASED ON SITE A�iT_ 53 _ FUTURE t. CONDITIONS. - = ' PARK f ur %Al;t . TREE, VINE & GROUNDCOVER PLAN - _ PREPARED BY: PREPARED FOR: DATE APPROVED BY '22397 _ CITY ENGINEER R.C.E. NO. DESIGN I �,UMML NULL,R JM P.T.B. DESIGN GROUP, INC. LYON PLANNING AND LANDSCAPE ARCRPILCi MY _ ACT DESIGN GROUP INC. DRAWN r.,...,.�,..,.._. �...»,...,�,� SHEE1 JOB NO. 504-10 l " PLANNING AND LANDSCAPE ARCHITECTURE 6 WILLIAM LYON`� ( L•M W. T-4 �F 27 _ 27255 LAS RAMSLAS,SUITE 2%,MISSION VIEJO.CA.92691(711)552.7516 _ ------ CHECK EDrO��. DRAWING NO. NO SCALE — — - _ , RANCHO CUCAMONGA. CALIFORNIA 5170 .E 40 AR HIBALD SUI 0-88 DATE /� 12- � HEET NO. Z0F_Z�Z 30 TJ 21a Ti 17 XC 2,1 AA 0 `I I XG TRACT 13753 43 35 W- 40 12p 17 PV 0 t0 XC ©.591 AA Zoo Ti 91 v 345 vp 48 A O 3 +A ul 92 J 19 f'v v ,...r._ a 8 24 TJ O 5 XC 38 v p 310 TJ o- 106 co - _ �` � 43 AA O ' 7 7 DRIVE CD CANDELA- 13 pv SII Z5 Vr q+AA 10 a� 10 XC 1 1 J l'IQ \ � 61 ^ 1 TRACT 13753 -- _ 1 r Ocl� o w 1 cwn Y Iz IJ U Q - 1 1 1 . _ 1 1 26,b Ti 1 . z (o0 Vp 3 32)AA T ACT 13753 Q SOUTHERN PACIFIC RAILROAD SOUTHERN PACIFIC RAILROAD ' Lu .. Ok • i 5 Vhf Q 40 Kr 13 XC �I 53 TJ i2 XC X05 Ti 1 ry 41 a 7 Mr ° 20 TJ °° , Q C ° 7X 10 xcl O 4 MpMr 9 Mp 0 4 1 0 qdAA wIll,I1- it U W f 5 AA 14 AA -AN 1 SAA 1 Q i II m k I 1 - t 1 o wS'.' f�`a W , /C > = cr D�VG BRONTE PLACE SAPRI PLACE ° mm , E`A Q LAND _ w1 _ - cr o O z ?NDSC,gPF 1 z TRACT 13753 z TRACT 13753 Q�° , - - - J �y Ul C) 1 � W ' 1 N NDSC APF C) P. &k -99 11 _ s re NOTE: SCALE. 1 301 -of CA003 1 1 N . QUANTITIES SHOWN ARE THENUMBER OF SHRUBS TO Q LJPPTr— lt: CUI NT c�-V ,fid 1 TRACT 13753 0- 7�j BE PROVIDED BY CONTRACTOR. REFER TO SHRUB LEGEND FOR 1 * * SPECIFIED MINIML4M SPACING. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. OF CALIFDESCRIPTION OF REVISION DATE PPROVE SEE SHEET SP-3 FOR SHRUB PLANTING LEGEND, PLANTING CITY OF RANCHO CUCAMONGA DETAILS, & LANDSCAPE SPECIFICATIONS, �r S}-Ir-V--TS KEY MAP SF'-'A 4 SP-4"• PARCEL MAP 9350 sour RN PACIFIC R R CONTFe-'ToF- 4- Atklt4ST 6HPt4p.� 19ANT�N� VICTORIA VINEYARDS SOUTH GIT'1' Acct9 • WiL-I� �`�C� �s/ TRAILS - TRACT 13753 A( T. 53 FUTURE X - PARK t SHRUB PLANTING PLAN ,. ___ ' PREPARED BY: PREPARED FOR: _ 1�13�4� APPROVED BY � DATE � _ W CITY ENGINEER R.C.E. NO. 397 DESIGN D iM FiE� UMME rvL)E� P.T.B. CD RJM DESIGN GROUP, INC. ACT - = 'f - - = = I RLLYON MNNINC AND LANDSCA►E ARCAiIECRJR< - DESIGN GROUP, INC.IN C. DRAWN JI1lW lMY.f.R„SA M. M,°C♦QNl,l.if /r C FabOB NO. 504-10 Jrl` .... PLANNING AND LANDSCAPE ARCHITECTURE all WILLIAM LYON L.M.W.LMWS-1 DF 27 -- ` �� 272RSLASRAR:BLAS,SUITE25e,MISSIONVIFJO.CA.f2691(71�15><2.751i CHECKED DRAWING NO. NO SCALE -- -- - ----� ---- -- - — - - ---- �f40 ARCHteALD SUITE t RANCHO CUCAMONGA. CALIFORNIA 91730 DAZ E SHEET NO. 4�( OF 9 AA I 47 XG 34 vp 24 AA 6TJ 3 9 XG 7 TRACT 13280 I ;y. r I ro vp 155 T . J w CLQ w ......... ♦ J 73121' co /a a: c/) p� o = z I o /w 25 I'V Z i 1� � p = ..O � ++ 103 XG 71 TJ U)Q on vO 0 p / / Cc v� j Q . . Q 'I. 1 > QW - Q .•'• J cr Q ; 00 ,lplll Z Ill Z j U) �i 151 TJ z J w 22 Ti 1 Q W � � � it 'i' � 10 1 � Q w 1 U , U ' •tn••••., c� 2e) VI' /w F- Zai r' O OO Q Q .. co I W /z /U SAA 1 Lum • TRACT 13280 24 APS 3q XG 30 vp IS Ti NORTH NOTE: QUANTITIES SHOWN ARE THE MINIMUM NUMBER OF SHRUBS TO BE PROVIDED BY CONTRACTOR. REFER TO SHRUB LEGEND FOR SPECIFIED MAXIMUM SPACING. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. SEE SHEET SP-3 FOR SHRUB PLANTING LEGEND, PLANTING DETAILS, & LANDSCAPE SPECIFICATIONS. SCALE: 1 " = 30' DESCRIPTION OF REVISION DATE 1APPROVEC �PNG,�r'�P ��o ; N��r,�,,F CITY OF RANCHO CUCAMONGA KEY MAP ti PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD T VICTORIA VINEYARDS SOUTH TRAILS - TRACT 13280 8 AdST_ 1 53 FUTURE = PARK ,:_ err 10 _ cap SHRUB PLANTING PLAN _ PREPARED BY: PREPARED FOR: / DATE APPR • OVED BY 22CITY ENGINEER R. .E. NO ! - 4 • - _ _ E l���M M E U'�1 L LJ _ DE�ilary - • M R M P.T.B. DESIGN GROUP, INC. LYON PLANNING AND LANDSCAR ARCHrrFX-R'RE : CT , 2 = = DESIGN GROUP INC. DRAW �� ,�w..�N..Am���,�.,� ..�,,.,.��� SHE E L.M.W. PLANNING AND LANDSCAPE ARCHITECTURF. WILLIAM LYON JOB NO. 504 10 S_2 OF 2�► 272I�5 LAS RAMELA.,SU(TE 256.MISSION�IFJO,CA.92691014042-7516 �� lo.U41 DRAWING NO ` CHECKED ,(,'(-� D R — _-_— _ -- - - •S40 ARCHIeAID SUITE . - NO SCALE _ _ - � � - - - - K.E. , �_ — - - -- - --� �----- -- RANCHO CUCAMONGA, CALIFORNIA 91730 12_20.88 DATE SHEET NO. OF �� TRACT 13281- TRACT 13281 95 HS 17 PV = w S I ice' 17 Mr U) _ 89 H5 0 0 --- - + ♦ DA - DRIVE + :. _ = LLA DRIVE w Q TRESEN _ ; ;_ _ ;:, _ MONTE _ _ _ > °° °°°° °° ° o° — w - Q = U) Q O Lli - - --- -- 1 I w CD Lu ' • W fig r: U U U Q w wQ • Q 08 182 Q C) _ cn Q J Lu 1 8 � J �- w J 1 52 Q 139 25 J 165 z w Q v 166 151 J a. 12 p.. 31XG vwz Q LL � � w Q -JI Q� O� > Iq �p O, n Q °- 01 z l � , U a_ � 1-9 AA w Z cn o- Q p > Q � U 39 PA �r ;_- cc Z4 AA 8 TRAC 13281 TRACT 13281 5 Z XG TRACT 132 I� 34�A 4 AA 3 � 70 5 � 0 H 17 �' IG Rp Z ( 9 57 K 53 XG �' 54 AA ZO ry 415AA 25 XC 67 H5 6p� Z-1 I21' 1712P 5axc 45AA 7 rr- SoAA 30 ' 2G 20 P40 co5AA 59 AA Lu TRACT 13281 > '55 xc oC 7-0 gr Z AA Q — o .� > oo w w , �. �. I � o J' w > = cn O � W -ice • w 0 O x`," W W pl w 4= • F" > U — T - - BRIENZA Q P1p,CE ._ PLACE TINDARI _ - _ _ _ _ _ - cn Z -- - w � _ zi J _ - _U) O 00 z Fl cr_ Ln Q) +i` r J CJI C Jl W Q I ' j I CJI C�'I � CT) co+ O ZI -i I AA f— ie)KP F— W ORTH J 5°I XG ORTH TRACT 13281 TRACT 13281 54AA SCALE: 111 = 30' 59AA F 2� NOTE: — 55XC QUANTITIES SHOWN ARE THE MINIMUM NUMBER OF SHRUBS TO I a ' BE PROVIDED BY CONTRACTOR. REFER TO SHRUB LEGEND FOR 3�pp� SPECIFIED MAXIMUM SPACING. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. DESCRIPTION OF REVISION I DATE 1APPROVEC SEE SHEET SP-3 FOR SHRUB PLANTING LEGEND, PLANTING KEY MAP DETAILS, & LANDSCAPE SPECIFICATIONS. CITY OF RANCHO CUCAMONGA PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH e• mos �, TRAILS-TRACT 13281 i,g Add 53 FUTURE - F PARK ` * - ;� l � SHRUB PLANTING PLAN PREPARED BY: PREPARED FOR: qr CA ,rto�N > � DATE 22397 APPROVED BY i ITY ENGINEER A.C.E. NO. - DESIGN M f'ECOMME NDED RJ • \ . x ' - - I• '• - : _.; ' - M P.T.B. DESIGN GROUP, INC. PANNING Ano t.ANWArt ARCffrrtC'"f ACT LYON DRAWN SHEET : = DESIGN GROUP, INC. A�W.�•KV.RRR I•.1�[w•=M C�.1.1!.M Ol/Y . . PLAN1vING AND LANDSCAPE ARCHITECTURE Xe WILLIAM LYON L M W JOB NO. 504 10 S-3 OF 27 272MLAS RAMRLAS.SUrrE290,MISSION VIEJO.CA.f201(711)592.7511 CHECKED Ja� DRAWING NO. -- --- •540 ARCHMALO SUITE � —- 99�- NO SCALE ���-- - —� -- --- - RANCHO CUCAMOIlOA, CALIFORItIA f17S0 112-20-88) DATE SHEET NO. OF 6=, C3 41f-- I�4�j • �P� �� 3 37 Q'��� I I TJ AA Cic' � 22 rob Kp 1 4 6 TRACT 13281 69 NS wfK I 7 PV 19 J HS 6 Mr 30 Ti 5G TJ p•• ` G �p , ,. I9 PV 17 24 pa �y s 13 3 TJ III Av = ;; 30 AA 5 3 XC 44 P — 15 NS 3o t2P _ O - MARCONI DRIVE _ _ _ 77- Kr ' 03w 45 H5 c0°o00 00° 4' ;YYr cc: 155 Mia 5 7 APt Y y: 36 Ti � ; ''�00 ov ""'°" _ °00 00°oo° 00000000 ,iI 37 ' 8 u 4 ...... it l I, 4 � 1 i 2 � I 5 Ti I � 0 33 48 46 4951 5 0 0 v Ir 22 1�p ° Z I PV 53 55 SGC ' _ 32 AA '75 TJ - _ L EN TINT - E 17 RP - DRIVE 32 Aft I I I Ti 20 XG 34 fzl' I U 43 XG ! 0 51 AA �- A�z� w NOTE: 3Z AA QUANTITIES SHOWN ARE THE MINIMUM NUMBER OF SHRUBS TO BE PROVIDED BY CONTRACTOR. REFER TO SHRUB LEGEND FOR SPECIFIED MAXIMUM SPACING. NOTIFY LANDSCAPE ARCHITECT O Q. SOF ANY DISCREPANCIES PRIOR TO INSTALLATION. �0SEE SHEET SP— FOR G 3 O SHRUB PLANTING LEGEND, PLANTING DETAILS, & LANDSCAPE SPECIFICATIONS. SCALE: 1 " = 30' i a: DESCRIPTION OF REVISION I PATE 1APPROVE �p,NDSCgp� CITY OF RANCHO CUCAMONGA KEY MAP PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD P -� VICTORIA VINEYARDS SOUTH TRAILS TRACT 13281 AdT_ 53 _ FUTItE PARK - .. SHRUB PLANTING PLAN _ - -�= PREPARED BY: PREPARED FOR: t ; > APPROVED BY - DATE = CITY ENGINEER R.C.E. NO(_RIM 2 397 _ W DESIGN ' FSE UMME VUEU - � RJM P.T.B. DESIGN GROUP, INC. rLANNN. . ,•-- -_ . -. ,_ : : A�� 2 = : : - � - - - GROUP, YON DRAWN � ��D.>i:NO�.`���cmru�'*u SHEET _ 0 DESIGNINC.NC. JOB NO. 504-10 'T PLANNING AND LANDSCAPE ARCHITECTURE S-4 OF XeWILLIAM LYON L.M.W. --- 272M LAS RAMSLAS,SUITE 256,MISSION V IEJO.CA.9269 ( 582 HE C _ - 1 Il 71 751- - C KED ' � D/,INOq NO SCALE ---- -. ___ - - ----- --- 8640 ARCNitIAID SUM K-E- RANCNC CUCAMOMGA, CALIfORNiA 9170 'L 12-20-88 DATE SHEET NO. _/ OF XZ_ A'� �• � OORC. WALK -• � TIP• CONC. MEDIUM BROOM FINr=H '� WORD No TOO L-•i NF{ , V�"E 5 StJKP^4cE PERPErIDIcULNq 1b nRCC PI ��\� ���/ MOTE: TOOLEv Jot-IT 5r'��••f � T PIC, t ��T�JL7KOk1EL FINISH1. PROVIDE SCORE JOINTS AT 10'-O' O.C. AND 3/$' $ITUMIMOUS FELT EXPANSION JOINTS 1 AT 20'-0' o.c. 4 1�1-' Ro evsEillLeOL IN LANt ?J CANT RED I I 2" 1N ► CONCRETE MOW CUR$ -fAADiUS EXroSEO EDGES �: - ' T INT SEGrOIV AIRF}I 1 NTER�GTIod I I I N '. . -Y -1•ERS�T(Ot�I ' '�---MM dM b cd)M Mt,4ISti I T" „ LEVAADEL FINISH S ►ER ►PAM ( INSTCROSSINGS) II AT fiRltaE ��I)II � � • , (S� �-��� � �� � � 6 LEVEL AT SOLE CROSSINGS) r tr' MP T FER �+t- �i`�T C�ONC. Sr hI�K TYP CoNC. �^D PM BHT FINISH GRADE 2•t�I�Z�oTioi� oF: �R�M F=INiSH �' = Ta M FLUSH W/ LIGHT N)O T- - -rc4:x-w Jolles- I�rT� t 3. EXf 'J�Is IGH c.lol NTI I�� TYt� 1 �1 . • • ' ' • ' 2!-d 1 . " • - PC io ' • � /3 RE-RAR CONTINUOUS f�S I-i�J. IC k�q 1 R � (UNLESS OTHERWISE INSTRUCTED) � F'I ���' �" . (.LOIN T � G E1��'V , • . ' .. � " 5T»JGTUt�1, 'm. 4- ,q. T W 1�'i TI SE ALE iQ, . (col,o� ': •• . , 1. 421 NC7 = � 152o-C, Tb MATCH 1��/ING) c 20l 0.0. M,6..,<, Mo ~ _ ''j ; .• ;'.. AT ALL 04"6ES of= MINIMUM. T N .• moo. o �1 of N T I NG To �� IRApI }�i;oc i W/A . — LAN �iNTs. CTYt° -10 ►STT• +4MRH ' f`Z 12� prZES�t,i E Sot idm FIXTURS FOR TYPICAL SCORING AT WALK �•, CONT��T1oN �!oll�lTl i��, L�C7 N INTERSECTIONS SEE C wl - JOINT 1 MpvN T+� Ohl ANoDIZEb f-ol.E �e To iw1&Tr-.HI I=I XTLJRE--MOLJNTr NG H1510HT looISr,,&CIr4P e ep dt s+s sHowN ori coNsT. i�.�N . S F-f- d&TALI L j TI}IS SH•EP.T FoR- � LI HT I N EST 10 . 6" NCRETE MOWSTRIP BETWEEN PRIVATE & CITY AREAS A CONC. WALK FINISHING No SCALE B TYPICAL WALK SCORING 1 No scALE C OLIGHT FIXTURE ON CONC. PAD NO SCALE SEE ENGINEERING GRADING PLANS FOR ALL WALL SEE ENGINEERING GRADING PLANS FOR ALL WALL CONSTRUCTION. CONSTRUCTION. p GENERAL CONSTRUCTION NOTES II 1%rmc4. ^ >r sok w,L,. s ea 1. CONTRA OR LL V RIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE i 117rio� OR N(,11.••1N: *egg B START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE LANDSCAPE �� 1';`�' �'�l� � GO�`�CT1A� W(�►� �b�XL� R�•IEJ'+b �1•La.�j �GE� / ARCHITECT OF ANY DISCREPANCIES. L 4N'i Gp1&ZvRS kHr-� ROty WHM I�H TO_k:Ht<5 l la x-61YP E0JALL—, d..- rl~I.J CAImP W.OG{C 2"54x3iiciST�tl-TUPS>✓ 2. CONTRACTOR tOT( agAW .VrIF=' LOCATION OF ALL UTILITIES PRIOR TO WALL. 4' r'5Ax. LSH AT 5'-0" Po5T5� 6' t-1Ax . 14-E- CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. (1 F'w,0M 5*•GK CF SID" - kA vA^LL—S. Wso-%mtN6 -r a.G�,� 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS C,aNC. RJNG C � IN i'1oW5TRIP AGtiP°�GENT d`a M•&ac. � SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN T 'y -- ° - To WALL IN ALL TURF _ _ _ ,. . ON THESE PLANS AND SPECIFICATIONS. PLACE aR CUT P+aoM •i ARES. i`R, I- - cA5T G4NC• � �'.'rloc To pE 1�E},i7�jbi•LA� 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED AND MANHoI,t= `. cTIONS Kill 15IC E OF 3 skis. APPROVED BY THE CITY INSPECTOR PRIOR TO POURING. (CONTRACTOR . � cr-1J 1'eR PC KIET6 0 AU-MXET EW C ft M SHALL NOTIFY LANDSCAPE ARCHITECT ItCi rrA MifjIMLJt'I OF48 HOURS PRIOR TO A,�-V 6Rqk4IP tHOOTA. THE INSPECTION • �tM Ut�� _ ALL r•�Ti�L 191-jZm TO PE mm � > OWNTW �t CX>NTro r L. 20 -0 O.G, P. m1w-IrL PRIG 'il�{Cp.TiOt�S 5. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED ON THE T � IRRIGATION PLANS PRIOR TO PAVING. • .• t „ 3 / sq. e_TO r&"TOM@ 4, +1 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR ACCEPTED ' fig Q.�p•C•1.. STARDARDS OF MATERIALS AND WORKMANSHIP. V x jv'CONC. MOw5TRIP UNDER FENCE r 7. ALL WALKS AND MOW STRIPS STAKED FROM OFFSETS SHALL BE CONSTRUCTED rkEtriwE FRor l 97^tqz- • • ' •• T ��' WALL PSR 1 2 WITH SMOOTH GRADUAL CURVES. �' R1`iNGI�t $� 8. FENCES AND MOW STRIPS STAKED ALONG PROPERTY LINES SHALL BE II j - • • .• 51KUG"i1IRa,}_ 1N {� • STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. • = - -_ i ILI Ill - •,� azoK uAu Wrr�i BLocK X AmL '�tl_ corp rroN I ;� 9. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT A 90 DEGREE • G3o,LS > u - -N ANGLE UNLESS SPECIFICALLY SHOWN DIFFERENTLY--E.G. ALONG PROPERTY NO SCALE - oaco 'MISQ'ONICOL-01Z °��,'°� LINES. C�11 10. LOCATE SIDEYARD FENCES ADJACENT TO STREET A MINIMUM OF 6'-0" FROM NC. VINE COLLAR (IN LAWN AREAS ONLY) E EEL.- FENCE/ SLUMP BLOCK WALL F F BACK OF WALK OR TOP OF SLOPE _ _ © �T�L,. FENCE G TYPICAL. Q DMLTf -F=:=A _ PbL.E 11. STAKING OF ALL MEANDERING WALKS SHALL BE APPROVED IN THE FIELD Mour1T L_umjr4`.IRm AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS BY THE PUBLIC EZA - 1 - 70 HPS- I20V-II - PCR LS WORKS INSPECTOR, PROJECT PLANNER AND LANDSCAPE ARCHITECT PRIOR TO P0 L E_ - p SS `110 III 4,1O Zw rrT MIM CONSTRUCTION. 1Mf�0 BY v!.y A IGH tN SYSTEMS,INC A0 0, sly( "12. 8WIDE MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL SHRUB GROUND COVER 1�IGHT Iz5 -b-3-II .51 t_PT><EL FtA-E AREAS AND TURF AREAS. 6" WIDE MOWSTRIPS SHALL ALSO BE PROVIDED • MOTE: 2 cow t>`� e#zaJ Fj°vNT WHERE CITY MAINTAINED AREAS ARE ADJACENT TO PRIVATELY MAINTAINED To MPcT HT AREAS. ��• fv-F- �"'��-p^T' 13. REFER TO GRADING PLANS FOR ADJACENT TRACTS FOR GRADING OF TRAILS. I. AT 20'E SCORE JOINTS AT 10'-0' O.C.-ARD AND 3/e' IIT;rIi�OUS FELT EXPANSION JOINTS _ � ,INC AT 20'-0' O.C. t_:1cFHN O 14. SUBMIT SHOP DRAWINGS FOR APPROVAL OF WROUGHT IRON FENCING. 1" iN UNi i r1�- HofzTA4;L txc9 pERI ME-jt� 15. '30MI1=POLL Et cf-= TYPES SHOWN AND DETAILED ON THESE PLANS ARE FOR 2" 1N ►tAAT REO aF LICHF.T Pole FL NM^4rtTEN- GENERAL LOCATION, CONSTRUCTION AND FINISHING. SEE GRADING PLANS CONCRETE MOW CUR$ -RADIUS L AT GO EDGES HF.Tu FOR EXACT WALL LOCATIONS AND STRUCTURAL DRAWINGS FOR ALL FOOTINGS AHO i1NiS►i PER ►WI (1NST,1t,l AT GRADE It, tp,.;tpR AND REINFORCING. SOILS COMPACTION PER SOIL ENGINEERS RECOMMENDA- oe 8" LEVEL AT SOLE CROSSINGS) P.NGHoRea-T IONS. OR GRADING PLANS, CONTACT: �No+iolz�ot,T51�-fZ t ry°,��Ur INiSN GRADE R�-oMMENDP•.TIoNs �aN-SCA MORSE CONSULTING GROUP ,� 4860 IRVINE BLVD. # 201 CID - • /3 $E•lAR CONTINUOUS c�% P. Ry q9IRVINE, CA 92720 (UNLESS OTHERWISE INSTRUCTED) ( - •Q y � CON15. FOU?40 •T�fJ �J r ` C20m r-I MIN.0 2b P-"YS) Lu ��- ReZ1kfL CP.63s n! '' ix �.�. ^L.L_ woes (•�� � Ft.Ticry-5 j I ��, 1n UP T -I-O GU GT'I�STAN DS 9d "S. .o W1* '5 T1F-s a 8 "o.c. �Jp x 3 3 -9 N " +�- z3 CIES W►r+Ilrl THE FiR�r 0 4TE 0 Of CAL�F�R DESCRIPTION OF REVISION DATE PPROVE r CITY OF RANCHO CUCAMON GA ` " `+� �y PARCEL MAP 9350 - ` � � VICTORIA VINEYARDS SOUTH 8 CONCRETE MOWSTRIP BETWEEN TURF & GROUNDCOVER H 0 J LIGHT FIXTURE SECTION slgoat TRAILS - TRACTS 13280 13281, & 13753 NOTE: PREPARED BY: PREPARED FOR: CONSTRUCTION DETAILS ' �3 EE ENGINEER'S GRADING PLANS FOR LOCATION, APPROVED BY DATE � 2 397 ITY ENGINEER - R.C.E. NGf CONSTRUCTION & QUANTITIES AND STRUCTURAL DESIGN RJIM FIE LUMME Nt,EL) INFORMATION ON ALL WALLS. P.T.B. RJM DESIGN GROUP, INC. LYON PLANNING AND LANDSCA►C ARCIRTECRJRL o4 DESIGN GROUP, INC. DRAWN ` = -.,'...�v�,,,�� ...y.'�•-•• SHEE, � PLANNING AND LANDSCAPE ARCHITECTURE XP.T.B. JOB NO. 504-10 D-1 OF27 27285 LAS RAMRLAS.SUiTE 2M,MISSION VIEJO.CA.,2691 17141Set-7516 WILLIAM LYON V CHECKED DRAWING NO. i340 ARCHINfi K.E. RANCHO CUCAMONGA. CALWIFORORNiA 9170 12-20-88 DATE SHEET No. ,� OF �� CONCRETE VALVE 101 1 C.I. COVER W&FO 'IRRIGATION ACv' 'CMI STY'FL9 101 1 R 9 L 10 WCK COUPLING VALVE COLOR COOED MAP FOR 1A4LVE SET FLUSH WITH FINISH LOCATION INSIDE(SEE SPECS) GRADE IN LAWN AREA TO SPRINKLER • ANGLE ilK TO 3"ABOVE FINISH GRADE SPECIFIED KPTH WITH 4S' ELLS SIDEWALK, CURB, IN OTHER AREAS ETC. ELECTRICAL METER TO BE SCM 40 ►Yt NAIE ADAPTOR PROVIDED BY IRRIGATION �r FINISH GRADE CONTRACTOR r , 0 LAWN AREAS SCH eo PVC wloN '" GENERAL LEGEND CONTRACTOR LS TO PROVIDE FINISH GRADE ENCLOSURE MYERS NO. MEUG-I-M r� ' WITH MOUNTING BASE (FOR ONE IRASS NIPPLE r t *' SHRUB AREAS CONTROLLER UNIT); MYERS NO. �•'!' 7r+++ �t++*+T' ti SYMBOLS DESCRIPTIONS MANUFACTURER a PART NO. REFEREN MEUG-DI TYPE ENCLOSURE (FOR I' IN LAWN AREAS u1A0►Z1TI: CONNECTORS .. ' . i� +rr+t ++t++ TWO CONTROLLER UNITS) .- • ++tr+ **++ 12"ROUND CONCRETE P.O.C. POINT OF CONNECTION SPECIFICATION IN PLNIT IED$ ELECTRIC CONTROL VALVE +++ +r+ BOX a PLASTIC COVER (w ELECTRICAL 120 V. C01Dt11T TO SflUFCE �, U ( -- PRESSURE SUPPLY LINES& SIZE 21 8 LGR CLASS 315 P.V.C. - SPECIFICATION i� TO BE PROVIDED BY DEVELOPER FINISH GRADE �, _ j STAINLESS STEEL CLAMP " TYPE CONTROL- I ,. • ,\wf --� PRESSURE SUPPLY LINES& SIZE 1�& SML SCHEDULE 40 P.V.C. SPECIFICATION CONCRETE FOOTING- INSTALL 2 xs m 4 _ R/5 MOUNTED INSIDE l I /� �;I I - fir, �� 12 NON PRESSURE LINES&SIZE 91.M. 40 PVC SPECIFICATION NCLOSURE MIN. ABOVE FINISH GRADE AND SLOPE CONCRETE AT 2%TO DRAIN j '� ``:` e� ' ION-OFF SWT 10 : iilul -_ - ---LOO TAIL EXPAltS1ON E p SIZE 8 LENGTH IP REO'D SLEEVES FOR PIPE& WIRES SCH.40 PVC z = POOP (MIN. N LONG) �� �. BRASS NIPPLE M BEEXPROdIt�BYTLE ' = 3 d'�t EA GRAVEL 31/4" A( CONTROLLER SEQUENCE �� I O 1 OONTROL WIRE TO EACH R.C.V. + GENERAL CONTRACTOR I \I I I COMMON WIRE TO ALL R.C.V,'S I - �• .' ., . r !BASS ANGLE GLOBE A 'P(4�g GALLONS PER MINUTE VALVE W/UNIOR /`• REMOTE CONTROL VALVE SIZE Z ELBOWO PV ♦iL CONTROL WIRING(AWG lF i 14 MIN.) -LION _ = = BRASS NIPPLE •v,`- �.•� ..• BRASS 80°STREET ELBOW _ - AUTOMATIC CONTROLLERS CALSENSE 2000 INSIDE HERS MEUG DETAIL NO. I I _ I • 1 I 6 rtt4 � .. � � � �• � U � )/1• WASHED CRUSHED / IM 285 ENCLOSURE WITH RAINMASTER " REMOTE CONTROL 24 PC AND P PVC SUPPLY BRASS NIPPLE _ TELEPHONE _ AGGREGATE CABLE FOR FUTURE MODEM _ LINE (SxSxT) / SIZE a LENGTH AS REQD REMOTE CONTROL VALVES RAINBIRD EFA-CP SERIES DETAIL NO. 2 SCH 60 PVC NIPPLE 0 FITTING f 1 FINISH ' ' to REMOTE CONTROL VALVES-PRESS REG TYPE RAINBIRD PE-PRS SERIES DETAIL NO.2 GRADECONTROL R CO►�tt WIRES i - _ PVC SUPPLY LINE 0 i I'DICK COUPLING VALVES RAINBIRD 33 DLRC- DETAIL NO.3 ELECTRICAL TAPE-TAPE WIRING AT ® BACKFLOW PREVENTION ASSEMBLY (B.P.A) FEBCO 825Y DETAIL N0. 4 2„coNDurTJ INTERVALS OF 12'O.C. SCM 40 PYC SxSzT TEE PRESSURE SUPPLY LINE PRESSURE REGULATOR WILKINS 500 SERIES DETAIL NO. 4 NOTES: CALSENSE IOOOS .- - NOTE: BRASS 900 STREET ELBOW ELECTRICAL PEDESTAL MEYERS--MODEL#I MEUG-I-M 28 DETAIL N MON Wt T Hf 8 T W� BE ' IN COLOR UNLESS OT1fRW1S�NOTEd, 5 0, i 1. COM RE 0 BE WHITE CONTROL E TO - RED -J 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER a REMOTE CONTROL VALVE UNLESS 1. INSTALL CONTROL VALVES A NINIKUI OF 12' FROM STRUCTURES 09 HARDSCAPING. WATER METER OTHERWISE APPROVED. INSTALL Z. i S It WAIVES IN ►IAXT ZEDS WHEREVER POS • SI1lE NEXT TO SIDEWALKS. _.--•• SERVICE LINE FROM METER TO B.P.A. COPPER 01.1 ESFtl1SS 3. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL 3. PLACE VALVE 101 Al R(GM ANGLES TO STRUCTURES OR HMNOTE: USE TEFLON TAPEOSCAPING. #4 REBAR ' VALVES a AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR ON ALL THREADED w GATE VALVES (LINE SIZE), NIBCO T136 DETAIL NO. 3 1, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE 101. FITTING MIN. 3e LONG OR AS SITE CORRECT VALVE SEQUENCE. ® MOISTURE SENSING EQUIPMENT �E CALSENSE IOOOS/ PER MAKER SPECIFICATION S. ATTACH 'CM IS11• VALVE 10ENT1FiCATION TAG WITH APPROPRIATE CONTROLLER AND REQUIRES WAIVE NUPIIER , 10 CONTROL WIRE. APPFV\AL- • REMOT - - TYPICAL ELECTRICAL METER AND CONTROLLER 2 E CONTROL VALVE WITH 3 TYPICAL QUICK COUPLING VALVE NO SCALEJR-84 NASSEMBLY 0 SCALE JR-103-83 FWW SENSOR 8 MASTER VALVE CALEENSE 220 P, HARD IE 102 N.0 DETAIL NO. 6 • . ASSEMBLY IIA SHUT-OFF VALVE & UNION • ;�E NOTE: USE ONE CALSENSE MOISTURE SENSOR FOR EVERY 4 VALVES. INSTALL MOISTURE SENSING EQUIPMENT PER DIRECTION OF CALSENSE MANUFACTURER (714)458 0129 AND CITY INSPECTOR APPROVAL. SIDEWALK . CURB, ETC. •�/' GATE VALVE BRASS NIPPLE SPRINKLER HEAD LEGEND TEST COCK(TYP Z PLACES) (TYR 5 PLACES) d SPRINKLER NOZZLE G"THICK X I$' WIDE CHR STY FL 8 BOX 8 BO LID CONCRETE PAD •' MFG. SYMBOL TRJDESCRIPTION P I GPM BODY HOZ. REFERENCE RE N CEREDUCED PRESSURE • P-LIP BODY ASSEMBLY BACKFLOW PREVENTION BRASS ELBOW -s ROUND CONCRETE BOX a COVER , ' 1 (INSTALL 1/2"ABOVE Q 90° 8 S 5° FLAT SHRUB HEAD 30 0.40 RAINBIRD SAM 1812 8Q FLT DETAIL NO. 7 PRESSURE REGULATOR COVER MARKED:IRRI GATE 334 >' - I' FINISH GRADE) (SEE DRAWING FOR CORRECT ' - FINISH GRADE E 120° 8' S 5° FLAT SHRUB MEAD 30 0.50 RAINBIRD SAM 1812 8T-FLT DETAIL NO. 7 DELIVERY PRESSURE SETTIN ) BRASS UNION x •99 '��" tic LAWN AREAS � 1800 8' 5 5° FLAT SHRUB HEAD 30 0.80 RAINBIRD SAM 1812 8H-FLT DETAIL NO. 7 STRAINER 4: 60 - X 3600 8' S 5° FLAT SHRUB HEAD 30 1.60 RAINBIRD SAM 1812 8F FLT DETAIL NO. 7 MESH MONEL Gil x X 24 x k FINISH GRADE 34 SHRUB AREAS, Q 900 10' 15 LOW ANGLE SHRUB HEAC 30 0.40 RAINBIRD SAM 1812 100-LA DETAIL NO. T PVC SCH. 40 -: FINISH GRADE- PVC 120° 10' 15 LOW ANGLE SHRUB HEAC 30 0.50 RAINBIRD SAM 1812 1 OT-LA DETAIL NO. 7 BRASS ELHO'W o 1$ MALE ADAPTOR v 1800 10' 15 LOW ANGLE SHRUB HEAE 30 0.80 RAINBIRD SAM 1812 10H-LA DETAIL NO. 7 PVC SCH. 80 NIPPLE BRASS NIPPLE - f , SIZE MAX 2 - X 3600 10' 15 LOW ANGLE SHRUB HEAC 30 1.60 RAINBIRD SAM 1812 10F-LA DETAIL NO. 7 ' • HANDWHEEL BRONZE Q 900 15' 30 STANDARD SHRUB HEAD 30 0.95 RAINBIRD SAM 1812 15Q DETAIL NO. 7 GATE VALVE RELIEF 'S PVC SCH.40 STREET ELBOW ( ° , • ` Q - �e 120 15 30 STANDARD SHRUB HEAD 30 1.25 RAINBIRD SAM 1812 15T DETAIL NO. 7 • PORT PRESSUREHSUPPLY I180° 15' 30 STANDARD SHRUB HEAD 30 1.85 RAINBIRD SAM 1812 15H DETAIL NO. 7 FINISHGRADE LOOSE KEY 3 PVC SCH.40 ELBOW v HOSE 8188 PVC SUPPLY UIVCP 2700 15' 30 STANDARD SHRUB HEAD 30 2.80 RAINBIRD SAM 1812 15TQ DETAIL NO. 7 SII BRASS ELBOW ,_.• _ LINE 12r PVC SCH.80 NIPPLE(SIZE AS 360° 15' 30 STANDARD SHRUB HEAD 30 3.70 RAINBIRD SAM 1812 15F DETAIL NO. 7 BRASS PIPE BRASS PIPE - PVC TEE REQUIRED) IN FINAL POSITION PEA GRAVEL 3/4ELBOW 45 oANbLE RR SHALL BE AT A 90 ° 8 5 50 0 FLAT LAWN HEAD 30 0.40 RAINBIRD SAM 180 8Q-FLT DETAIL NO.6 " PRESSURE SUPPLY ROSS ELBOW � 1800 8' 5 5° FLAT LAWN HEAD 30 0.80 RAINBIRD SAM 180!0 8H-FLT DETAIL NO.6 LINE-INTAKE " « �-(MIN.2 CU.FT) 12 X 12 X 12 CONCRETE THRUST BIDCKS- TYPICAL _ 90° 10 5 LOW ANGLE LAWN HEAD 30 0.40 RAINBIRD SAM 180(0 100-LA DETAIL NO. 6 2 PLACES ib GATE VALVE BRASS (-)Y2e 1200 10' 15 LOW ANGLE.LAWN HEAD 30 0.50 RAINBIRD SAM 1806 1 OT-LA DETAIL NO.6 •• - PVC MALE SCH. 40 PVC SCH.40 STREET ELBOW ��. . , - / r� n 1800 10' 15 LOW ANGLE LAWN HEAD 30 0.80 RAINBIRD SAM 180 10H-LA DETAIL NO.6 NOTE= ADAPTORS • EQUIPMENT TO 9E INSTALLED AT A MINIMUM OF2�'FROM WALLS,BLOGS,ETC. � -� 0 360° 10' 15 LOW ANGLE LAWN HEAD 30 1.60 RAINBIRD SAM 1806 I OF-LA DETAIL NO.6 �• .• (� 90° 15' 30 STANDARD LAWN HEAD 30 0.95 RAINBIRD SAM 180(0 15Q DETAIL NO. 6 • WHEN UNIT IS NEXT TO BUILDING, WALL,ETC,TEST COCKS ARE TO BE � r ON OUTSIDE. LATERAL LINE ( SIZE AS NOTED ON DRAWING) OW 120° 15' 30 STANDARD LAWN HEAD 30 1.25 RAINBIRD SAM 180E 15T DETAIL NO. 6 • ALL UNDERGROUND PIPES SHALL BE DOUBLE WRAPPED WITH APPROVED NOTE: GATE VALVE SHALL BE INSTALLED IN SHRUB MEAS 1800 15' 30 STANDARD LAWN HEAD 30 1.85 RAINBIRD SAM 180E 15H DETAIL NO.6 TAPE WHEN:USING GALV. STEEL PIPE. UNLESS OTHERWISE APPROVED. NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS ( ®mp° 270° 15' 30 STANDARD LAWN HEAD 30 2.80 RAINBIRD SAM 180& 15TQ DETAIL NO.6 4 TYPICAL BACKFLOW PREVENTER ASSEMBLY 5 TYPICAL GATE VALVE ASSEMBLYr6 **NTYPICAL LAWN HEAD ASSEMBLY ® 360° 15' 30 STANDARD LAWN HEAD 30 3.70 RAINBIRD SAM 180(, 15F DETAIL NO.6 NO SCALE ( 2 1/2" AND SMALLER ) JR-85 NO SCALE (3" AND SMALLER) JR-84 NO SCALE JR-004-84 O - 4X1 - END STRIP LAWN HEAD, 30 0.60 RAINBIRD SAM 1806 15EST DETAIL NO.6 ❑ -1030 - SIDE STRIP LAWN HEAD 30 1.20 RAINBIRD SAM 1806 15SST DETAIL NO,6 • UTOMATIC CONTROLLER • DATA CONTROLS LARK BOX INSTALLED INSIDE CONTROLLER OR ' • TOER HOUSING • SUPPLY--\ AS NOTED • BLACK --- - �� •• • WHITE WHITE i S SIDEWALK. ETC. BLUE - DS RA CONCRETE Box B COVER N SCA tsH GRADE P P W LOCX TOP TVP. � F / I ) Q -SPRINKLER NOZZLE - r -� : WF+ITE Q S LUE W - IZ" FINISH PRESSURE GRADE SUPPLY LINE EX10 3 -97 (DISCHARGE) DESCRIPTION OF REVISION DATE PPROVE --PVC TEE OR ELBOW (SxSxT) * * MASTER �PNJ• (;AP , .° ER WN„ s, �o MUEr:N F q CITY �� OF RANCHO CUCAMONGA YELLOW r , VALVE 4 C wJ .� '`�� c,•. .:.,�� q1�� (NORwALLYOPEN) if OF CAl0�` a 3/4"GRAVEL p O (MIN.3CU.FT) -` PARCEL MAP 9350 10 V• � _SUPPLY LINE(SAME SIZE , VICTORIA VINEYARDS SOUTH FLOW SENSOR AS FLOW SENSOR) POP-UP ASSEMBLY TRAILS - TRACTS 13280, 13281 & 13753 - (INSTALLED 1«ABOVE a �J PVC TEE � FINISH GRADE IN ; (S.S.T) t OPEN AREAS OR AS GREEN 4 SCH.40 PVC STREET ELBOW U� NOTED) YELLO ;. •, .. d »• Sk IRRIGATION LEGEND & DETAILS • DIA. FLrQW SENSOR SIZE PREPARED BY: PREPARED FOR: COUPLING (MAX.X.30 PER GENTILE ASSOCS SCH-60 PVC NIPP).E SAME SIZE t (LENGTH AS RFQ D) AS FLOW SENSOR NOTE, DAT E - APPROVED BY / CITY ENGINEER A.C.E. NOS. SCH.40 PVC STREET ELBOWS 0 INSTALL VALVE BOXES V27ABOVEFINISH GRADE-LAWN AREAS. DESIGN D -IM 1`E UMMC NLl l) MIN. �� I�aJ 1.` NOTES DI�.oFXFLOW SENSOR SPIE i INSTALL VALVE BOXES 2"ABOVE FINISH GReDE SHRUB AREAS. " • ALL WIRES ARE TO BE 14 GAUGE. A.I.C. DESIGN rLANNING AND LGROUP,ANWAPS� IN�C 6 1. INSTALL HEAD FLUSH WITH TOP OF HARDSCAPE AT INTERSECTION BCORNERS. (MAX. 30 ) PER GENTILE LYON DRAWN � � SHEEP ASSOC'S • USE TEFLON TAPE ON ALL THREADED FITTINGS. "= DESIGN GROUP, INC• !. USE TEFLON TAPE ON ALL THREADED FITTINGS. ��' A.I.C. JOB NO. 504- 10 p_2 ZT • WATERPROOF ALL WIRE CONNECTIONS. - , =_ PLANNING AND LANDSCAPE ARCHITECTURE WILLIAM LYON OF 7 TYPICAL SHRUB HEAD POP-UP ASSEMBLY 8 FLOW SENSOR 81 MASTER VALVE 2,2RS LAS RAMSLAS,SUITE 259,MISSION VIFJO,CA.92691 17111582.751 CHECKED �`�" `�C� DRAWING NO NO SCALE-187' NC SCALE ILIO ARCH1>SALO SUITE t N E 9�_ RANCHO CUCAMONGA, CALIFORNIA 11730 1212 DATE /� U ''SHEET NO. OF�� 24" STRONG BOX MODEL NO: SB-24SS/120V TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45' ELLS PLASTIC VALVE BOX do COVER: STRUCTURE OR SCH 40 PVC MALE ADAPTOR ETCHED "QC" (CARSON OR EQUAL) HARDSCAPING rN SCH 80 PVC UNION _ FINISH GRADE SURE TO BE GROUNDED PER t1� "CONNECTORS OR EQUAL � BRASS OR PVC NIPPLE I I CODE. GROUND ROD TO BE ELECTRIC CONTROL VALVE I 18" MAX. LED INSIDE ENCLOSURE. ONyl z AT GRADE IN LAWN AREASI GENERAL LEGEND OLLER SIDE. ; PLASTIC VALVE BOX `c�+m g MARKED "IRRIGATION RCV' ►- Z (CARSON OR EQUAL) _ - '.'•' ° ETCHED WITH CONTROLLER _ - - AND VALVE SEQUENCE ' SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE a -� � - _� � �=I • FINISH II I I z I I I=I I III- p p,C• POINT OF CONNECTION �.� _III- TII- sPEcIFICAnoN GRADE 6" MIN, FINISH GRADE 33 DNP QUICK I • I I I < '- --- PRESSURE SUPPLY LINES& SIZE 21 & LGR CLASS 315 P.V.C. 3•-6' X 3'-6" X 6' CONCRETE COUPLING VALVE - I I I SPECIFICATION MIN. II I I FOOTING INSTALL A MINIMUM Of RUBBER CAP PRESSURE SUPPLY LINES& SIZE iV2& SML SCHEDULE 40 P.V.C. SPECIFICATION I--•-� ?X S ABOVE GRADE AND SLOPE _ TOP TO DRAIN AT MINIMUM OF 27G. - SIDEWALK • 'III i _I MOISTURE STAINLESS STEEL I I- NON-PRESSURE LINES & SIZE 9L.H. 40 PVC SPECIFICATION -I I •-•- SENSOR SCREW CLAMP _I-� �_� I=� ��I l I B I 1-1 I �- -�I ••-•• WHERE MINIMUM (3) PLACES _I I I SLEEVES FOR PIPE & WIRES Sr-H. 40 PVC "(=III I M I i-I I EI I COMMON WIRE/CONTROL WIRES IN N 1E REQUIRED 2 _ -1 I I-i I I-I I I I I I l-III-III- SCH.40 PVC CONDUIT. I I I- T 3" II PIG TAIL EXPANSION 3/4" WASHEDrl� All CONTROLLER SEOUENCE LOOP MIN. 24" LONG ` ► ° ' 120 VOLT WIRE IN RIGID STEEL I 6" g I ( AGGREGATE BASEGALLONS PER MINUTE CONDUIT (PER LOCAL CODE) 90' SWEEP ELL �-S -z BRASS ANGLE '• ' ` ' 'LREMOTE CONTROL VALVE SIZE TO POWER SIDE OF CABINET (TYP.) 3FLOW E VALVE"W/UNION ' - - •'4 ` • AUTOMATIC CONTROLLERS CALSENISE ET I DETAIL NO. ' 1 b 3„ I 3/4 WASHED SCH 40 BRASS NIPPLE 4 .,�.DSP �a.os CRUSHED AGGREGATE III-III-1 I I_ (SEE IRRIGATION NOTES BELOW) ANT 1 ANTENNA PORT EPDXY i°; ? HEAVY DUTY WEATHER - RESISTANT • '° ° ? SCH 40 BRASS NIPPLE - FILLED LOCATED OUTSIDE OF PHOTO ELECTRIC SWITCH FOR SECURITY F BOX. INSTALLATION/LOCATION 24" LONG�;o�t , f�o;t E LIGHT CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. �I a. o • I RAINBIRD EFB-CP SERIES I SCH 80 PVC NIPPLE Q REMOTE CONTROL VALVES DETAIL NO. 2 PLANS. ®� I i-I I ISI I(_I I CONTROL do COMMON WIRES REMOTE CONTROL VALVES-PRESS REG TYPE RAINBIRD EFB CP-PRS SERIES DETAIL NO. 2 I I ELECTRIC METER PER SCE CALSENSE CONTROLLER MODEL NO. -- -- -- -- O QUICK COUPLING VALVES RAINBIRD 33 DNP DETAIL NO. 3 PER PLANS. L_ -j I - - -- _ _- _ '-- __- - SCH 40 BRASS 9CP ELL ' -REFER TO CONTROLLER ( .,_, - ® BACKFLOW PREVENTION ASSEMBLY (B.P.A) FEBCO 825Y DETAIL No. 4 INSTALLATION STD. I I J SCH 80 PVC 90° PRESSURE REGULATOR WILKINS 500 SERIES DETAIL NO. 4 ,SECURITY LIGHT STREET ELL SCH 40 BRASS 90° TIMER REOUIRED PER L- -� BRASS NIPPLE STREET ELL PLANS. FINISH I SCH 40 PVC SXSXT TEE PRESSURE SUPPLY , ® ELECTRICAL PEDESTAL (SEE AUTOMATIC (SEE IRRIGATION NOTES. BELOW) DETAIL NO. I GRADE 8' GROUND ROD PRESSURE SUPPLY LINE LINE FITTING CONTROLLER) 4 REBAR STAKE WATER METER T SCM 40 CONDUIT I I I I I I I NOTES: 124 LONG) FOR SECURITY LIGHT MIN. 1. INSTALL CONTROL VALVES A MINIMUM OF 1Y FROM STRUCTURES OR HARDSCAPING. PRESSURE SUPPLY LINE WIRING. I I I I I I •• 120 VOLT WIRE IN RiGld • STEEL CONDOR (PER 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT To SIDEWALKS. SERVICE LINE FROM METER TO B.P.A. COPPER SASS LOCAL CODE) 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. GATE VALVES (LINE SIZE) NIBCO T136 DETAIL N0. 3 fill fill 111 11-111 1jr 4, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. • 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND NOTE: 1, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. VALVE NUMBER. CONTROLLER LOSIIRE-TY A REMOTE CONTROL VALVE WITH 3 QUICK COUPLING VALVE TURF AREAS NO SCALE SHUT-OFF VALVE & UNION No SGAu RM SMSOR a MASTER VALVE CAL.SEi SE 220 P DETAIL NO. 8 . I NM B/ICKFLOMI PREVENTER ASS> LY BACKFLOW PREVENTER POP-UP TURF HEAD BODY SET TO ASSEMBLY 1/4- ABOVE FINISH GRADE SHALL BE N STS BCX' FINISH GRADE �l1� ALlIM BAC KFLCYW � �� SL , NIPPLE - TYPICAL 3 0 #SBW,30AL BY VIT. Pfl<)DLCTS, NC. (4) PLACES :5 PHOPF_- (800) 729-1314. PER MANUFAC. Z SPECS. -- - - - - ROUND PLASTIC VALVE BOX dl - _ _ _ - --- W COVER ETCHED "IRRIGATION GATE" -III=III=III=III=III= I 1=III=III= NIPPLE z (CARSON OR EQUAL) -1 I 111 1100111 I�=I�I=I�I I S I-I�I_ 0 - ' i I-111= I1=1I 1-i ' SPRINKLER HEAD LEGEND 6" THICK X 12• WIDE FINISH GRADE I CONCRETE PAD (LENGTH VARIES I-III PER SIZE/MANUFACTURER) - _ _ III- II-I SYMBOL ARC RAD TRJ DESCRIPTION PSI GPM MFG. BODY NOZ. REFERENCE BRASS WYE STRAINER= r.SLOPE TO DRAIN AT MINIMUM _ D WITH 60 MESH ao- 3 I MONEL SCREEN 127: (�- II=II III=. I z , 90° 8' 5 5' FLAT SHRUB HEAD 30 0.40 RAINBIr?D SAM 1812 80-F1 T DETAIL NO. 7 FINISH GRADE t 1E I BALL VALVE - STAN ESSRSTEIELLER WITH HANDLE �II1 �y� 120° 8' 5 5° FLAT SHRUB HEAD 30 0 50 RAINBIRD SAM 1812 8T FLT DETAIL NO 7 UNION rl=-I I(=1 I 1 I �i� 1 1 I PVC SLEEVE 11 EI I I=1 `� 180° 8' 5 5° FLAT SHRUB HEAD 30 0.80 RAINBIRD SAM 1812 8H-FLT DETAIL NO 7 • •' • • • REQUIRED FOR RESILIENT WEDGE - Y OR URGER WITH I • '• ' •. ;• .•• -I I I=I I I GATE VALVE 2' OPERATING NUT I SCH 80 PVC NIPPLE _I .• (I=I i(= PIPE THROUGH I=� I=I I�--i 360° 8' 5 5° FLAT SHRUB HEAD 30 1.60 RAINBIRD SAM 1812 8F-FLT DETAIL NO. 7 - '. •• _ I (_I j I EPDXY COATED I�'T�- (MINIMUM 2" LONG) CONCRETE PAD i +J1 II �, �� _�,, ,;,- •-�I I Ell -1I I I I=I VALVE 7 90° 10' 15 LOW ANGLE SHRUB HEA 30 0.40 RAINBIRD SAM 1812 100-LA DETAIL NO. 7 hI I -I I EI I I�I NIPPLE - TYPICAL I I-I (- I - o z .I I I' FROM WATER SOURCE-I I I I - (2) PLACES 'eo El I u I I�� SCH 80 NIPPLE - 6• LONG SCH 40 PVC VMO 120 10' 15 LOW ANGLE SHRUB HEA 30 0.50 RAINBIRD SAM 1812 10T-LA CETAIL NO. 7 .I SCH 40 PVC MALE L-I I I=i ISI~ T X T 90' ELL �/ 180° 10' 15 LOW ANGLE SHRUB HEA 30 0.80 RAINBIRD SAM 1812 l OH LA DETAIL NO 7 co =�I�I I 90% COMPACTION - IIT-T� ADAPTOR .I i -{ ° I REQUIRED ,I i• 111 _ L s ISI MARLEX 90' STREET ELL X 360° 10' 15 LOW ANGLE SHRUB NEA 30 1 .60 RAINBIRD SAM 1812 IC`F-�A DETAIL NO 7 0 90 15' 30 STANDARD SHRUB HEAD 30 0.95 RAINBIRD SAM 1812 150 DETAIL NO. 7 TOME ER _ •s I I r �e 120° 15' 30 STANDARD SHRUB HEAD 30 1 .25 RAINBIRD SAM 1812 15T DETAIL NO. 7 '• I LINE TO SYSTEMS _ _ �% 180° 15' 30 STANDARD SHRUB HEAD 30 1 .85 RAINBIRD SAM 1812 15H DETAIL NO. 7 I MARLEX 90' ELL I o CONCRETE THRUST BLOCK ELBOW i I I-I a ;;p .a;o;PI �/7ad 270 15 30 STANDARD SHRUB HEAD 30 2.80 RAINBIRD SAM 1812 15TO DETAIL NO. 7 PER CCWD STANDARDS TYPICAL (4) PLACES =11 )i I NON-PRESSURE 360° 15' 30 STANDARD SHRUB HEAD 30 3.70 RAINBIRD SAM 1812 15F DETAIL NO. 7 IGID PIPE AND RELATED FITTINGS SHALL BE PER I o e I I( LATERAL FITTING ° 5 5° FLAT LAWN HEAD 30 0.40 RAINBIRD SAM t 8 /c CUCAMONGA COUNTY WATER DISTRICT STANDARDS. 40 } II 90 8 0 8Q-FLT DETAIL NO. 6 Brt b e •�e.e CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO �' NON-PRESSURE LATERAL LINE NOTES: CONSTRUCTION. LI 'P- __-T fl- (�� M 180° 8' S 5° FLAT LAWN HEAD 30 0.80 RAINBIRD SAM 1801v 8H-FLT DETAIL NO. 6 1, INSTALL PER LOCAL CODES. �����111111=1 I1=1I1=I I I I--I I1=1I r-I 90° 10' 5 LOW ANGLE LAWN HEAD 30 0.40 RAINBIRD SAM 180(0 100-LA DETAIL NO. 6 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24• FROM ANY E: nl� 120° 10' 15 LOW ANGLE LAWN MEAD 30 0.50 RAINBIRD SAM 180(0 10T-LA DETAIL NO. 6 STRUCTURES OR HARDSCAPING. 3/4" WASHED CRUSHED NOTE: LOCATE HEAD 2' TOG FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) AGGREGATE BASE AND EDGES OF LAWN. n 180° 10' 15 LOW ANGLE LAWN HEAD 30 0.80 RAINBIRD SAM 18010 t OH LA DETAIL NO. 6 MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: 0 360° 10' 15 LOW ANGLE LAWN HEAD 30 1 .60 RAINBIRD SAM 180(0 10F-LA DETAIL NO.6 4. ORIENT UNIT PARALLEL TO STREET. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. USE TEFLON TAPE ON ALL MALE THREADS. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. (1) 90° 15' 30 STANDARD LAWN HEAD 30 095 RAINBIRD SAM 18010 150 DETAIL NO. 6 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. ®Md 120° 15' 30 STANDARD LAWN HEAD 30 1 25 RAINBIRD SAM 1801 15T DETAIL NO. 6 DISIMILAR METALS. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER, AND 4. HEAD CONNECTION AT BOTTOM INLET ONLY, 180° 15' 30 STANDARD LAWN HEAD 30 1 85 RAINBIRD SAM 180(. 15H DETAIL NO. 6 WHEN.-MAINLINE IS 3' OR LARGER. VALVE NUMBER. ®/`7D' 270° 15' 30 STANDARD LAWN HEAD 30 2.80 RAINBIRD SAM 180(, 15TO DETAIL NO 6 4 REDUCED PRESSURE BACKFLOW PREVENTER 5 VALVE T OR SMALLER) r6 POP-UP TURF SPRAY HEAD ® 360° 15' 30 STANDARD LAWN HEAD 30 3.70 RAINBIRD SAM 1801, 15F DETAIL NO 6 NO SCALE NO SCALE NO SCALE ID - 4X1 - END STRIP LAWN HEAD 30 0.60 RAINBIRD SAM 1806 15EST DETAIL NO. 6 0 - 4X3 - SIDE STRIP LAWN HEAD 30 1.20 RAINBIRD SAM 1806 15SST DETAIL NO. 6 IRRIGATION NOT'):Q HI-POP SHRUB HEAD BODY SET TO P q 1/4- ABOVE FINISH GRADE NEW WATER METER(SIZE PER PLAID,AS PROVTDED BY CCWD,IS RFQLIRFD AT ALL WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TRM.ETC.) ��Q� PpP R y9�9�ti POTN'TS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND INTERFERE WiTH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO Uj v FINISH GRADE PAY AI-L COSTS FOR THE INSTALLATION OF A NEW WA TER METIER. CONTACT THE PREVENT PROPER COVERAGE.THE IRRIGATION CONTRACTOR SHALL FSEIR ADJUST ° CUCAMONGA COUNTY WATER DISTRJCT FOR COSTS AND INSTALLATION THE SPRiNKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE U l .9` PROCEDURES. SPRINKLER HEAD ON EACH SIDE Of THF_OBSTRUCTION SO AS TO PROVIDE PROPER 77- TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER FOLLOWED COVERAGE ALL ADJUSTME\TS SHALL BE MADE AT NO ADDTTiOINAL COST TO THE -"_I=III=I I1=1I I III=1I I= WHITE t + ; BY A BACKFLOW PREVENTER DEVISE,FOLLOWED BY A PRESSURE REGULATOR OR 74 � I I=1 I I=1 I I I I=I 11=1 I BLUE PUMP(TF RFQUIREM FOLLOWED BY A FLOW MFT]ER_FOLLOWED BY A MASTER INSTALL ONE (1) SPARE ORANGE WiRE ALONG THE ENTIRE LENGTH OF THE _I 11= VALVE NT ALL EQUIPMESIZED PER PLAN. INSTALL ALL EQUIPMENT PER CiTY MANLIKE TO THE FARTIIEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. �I I I-III-III III- STANDARDS AND SPECIFICATIONS, MANUFACTURES RECOMMENDATIONS AND PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN /E O� _ -1I I-III I I-III "SNAP•TITE" WATERPROOF OF (,AIS _ RED CONNECTOR OR EQUAL LOCAL CODES.ACTUAL LOCATION OFTHE EQL1PMENTTOBEASDIRFCTEDONSITE ENCLOSURE FOR IRRIGATION %kIRING BLACK BY A REPRF.SFNTATIVE OF THE CITY. Z I-III I I=IIIPIG TAIL EXPANSION IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WAiER PER IRRIGATION CONTROLLER LOOP IMIN.24- LONGI BACKFLOR+PREVE*mON DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET WEEK (TUM AND 2 INCHES OF WATER PER WEEK (GROLNIDCOVERSHRUBS) I ( AND SCREENED WiTH SHRUBS WHENEVER POSSIBLE. APPLIED FOR E HOLR3 A NIGHT'S DAYS A WEEX BETWFEN THE HOURS OF 9 00 P-M. I=III TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. _ WATERPROOF ALL THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN)WTTHIN PAVED SQUALL WITH PLASTIC INTEGRATED_III PLASTIC VALVE BOX (CARSON WIRE CONNECTIONS AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED iN THE SYSTEM ISDE4KJNEDFOR THE MIMMUMOPERATING PRESSURE ASSHOWN AT x LOCKING LID. PLACE AT GRADE IN AS PER STD, PLANTM AREAS 16IWNEVER POSSIBLE AVOiD ANY CONFLICTS BETWEEN IMF EACH PONT Of CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE TURF AREAS AND 3" ABOVE IN DETAIL 520 x x �c SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LiNES AND IS AS SPECIFIED THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE PLANT BED EQUIPMENT,AND ARCHITECTURAL FEATURES. WATER PRFSSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. .ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. DESCRIP T'ON DF REVISION DATE PDR V E PIG TAIL EXPANSION �c CONTRACTDR SHALL VERIFY RLI,CONDmONS AND nTMENSTONS SHOWN ON P'LANJS LOOP iMIN 24- LONGi x WHITE SH THE SITE PRIOR PORCOMMENCEMFNT M% DI ANY w•ORT ALL DISCREPANCIES AUTOMATIC CONTROLLER G BE (SB) ETi•TC-DTR2 LLERT LECT PORT CITY O F RANCHO CUCAMONGA x (COMMON) SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CiTY. INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT CO1rTitOLLER-ELECTRICAL ENCLOSURE. MOUNT THE .ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE BLUE THE CONTRACTOR SHALL FAMILIARIZE HIMSELF.WFRSELF WiTH .ALL [N1CLO5URE PER MANL•f►CTLRER SPECIFICATIONS AND ATTACH COAXIAL CABLE OF 14 WIRES LNDFRGROiJNID UTTUTTES, PiPES AND STRUCTURES, AND SHALL TAKE SOLE SYSTEM SHALL. BE OPERATIONAL PRIOR TO TIIE CiTY'S ACCEPTANCE- .ACTUAL PARCEL MAP 9350 RESPONSIBIUTY FOR THE REPAIR,-REPLACEMENT,AT NO COST TO TIIE CITY, FOR LOCA FION OF THE ENCLOSLRE TO BE AS DIRFCiT.D BY A REPRESE NTATiVE OF THE ANY UAI+tAGEOFSAID UNDERGROUND FACILITIES. CiTY RED MASTER CONTROL VICTORIA VINEYARDS SOUTH SCH 40 PVC VALVE MARLEX 90' STREET ELL 90' STREET ELL BLACK COhTRACTORSHALL FLUSH AND ADJUSTALL SPRINKLER HEARS AND VALVES FOR THE CONTRACTOR SHALL SUPPLY THE CONDUTT NEEDED FOR THE CONDUCTORS TRAILS - TRACTS 13280, 13281 & 13753 W OPTiML'MCOVERAGE WITH k0NiMALOVER SPRAY ONTO WALKS.STREETS,W.ALLS, A`D SHALL BE RESPONSIBLE FOR THE PO%TR HOOK-UP FOR THE IRRIGATION NON-PRESSURE MARLEX 90' STREET ELLFL� ETC THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF.A PRE'SL RE CON TROLLER ELECTRICAL.CONDUCTORS AND MEiTR TO BE PROVIDED BY SCE. (CANDELA DRIVE AND LOTS A & B) LATERAL FITTING FLOW METER DIAMETER SAME COMPF,,"ATiNG NOZZLE SCREEN )PCS) iN ALL SPRINKLER HEADS AT INII-IAL COORDINATED AND PAID FOR BY THE DEVELOPER NON-PRESSURE LATERAL LINE SCH BO PVC NIPPLE SIZE AS FLOW CONSTRUCTION. TYPICAL (2) PLACES DIAMETER SAME SIZE METER SIZE IRRIGATION LEGEND & DETAILS ANTI-DRAIN VALVE AS REQUIRED As Flow METER 512E PREPARED BY: PREPARED FOR: APPROVED BY ATF NOTE: 1. LOCATE HEAD 2' TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, MINIMUM DISTANCE DOWNSTREAM OF SIT Y E^AGI^JEER °f 5 3 - AND EDGES OF LAWN. UNINTERRUPTED PIPE (5X DIAMETER ` J, t OF FLOW METER SIZE) s' RF ii i1i' GROUP, INC. 2. USE TEFLON TAPE ON ALL MALE THREADS. M A.I.C. UPSTREAM OF R 1. 1 MINIMUM DISTANCE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE � '� 24-ft. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. UNINTERRUPTED PIPE (10X DIAMETER LYON �,�,•��" - OF FLOW METER SIZE) DESIGN GROUP, INC. - - "a`VIw ,,��-=�`�.""�" r '. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. /:` j0D NO "01 10 PLANNING :IND LANDSC IPE 1R( IIi'TFa fl RE: �,�1Ze WI LL I a M LYON' A.I.C. D-2A `;F 27 - IN TAL ;.,tt LAS R N1.1 4�.%l IT1.LSe.NI��IM�IPJ•).I % ♦`M1 'I1.<�: -c,• a � � _. • 7 HI POP SHRUB SPRAY g FLOW S LAMN NO SCALE-1117 MC SCALE 111510 ARCHtB, CALIFORNIA SUITE • q G� RANCHO CUCAMONOA91730 A.I.C. SHEET N0. 53A OF 82 IRRIGATION SPECIFICATIONS 02810 4. Before the date of the final site review, the Contractor 'Shall 5. Contractor shaIl be responsible for the total performance of such 3. All P.V.C. i must bear the follow transfer all information from the "as-built" prints to a PHOTO opo every P•Pe following markings: P e substitution to equal or surpass the original in every respect. -00 r.KEAr. or similar mylar material procurer] frcr,, the Architect. All work shall a. Manufacturer's name be in waterproof India ink and applied to the mylar by a technical pen 6. If the substitution proves to be unsatisfactory in the opinion of the 1.01 DESCRIPTION made expressly for use on mylar material. Such pen shall be similar -rrf Contractor shall remove such work and replace it with b. Nominal pipe size to those manufactured by Rapidograph, Kueffel & Esser, or Faber originally specified item (including installation) as part of the work A. Scope of Work: Provide all labor, materials, transportation, and services Castell. The dimensions shall be made so as to be easily readable of this section, C. Schedule or class necessary to furnish and install Irrigation Systerrs as shown on the even on the final controller chart (see Section 1.03-C) . The original drawings and described herein. mylar "as-built" plan shall be submitted to the e_ rr-f four approval c1. Pressure rating in A.S.T. (not required on drip tubing) prior to the making of controller chart. B. The �--tY'f shall have the sole responsibility for accepting or rejecting 1.02 QLAL17Y ASSURANCE & REQUIREMENTS any substituted item as an approved equal to equipment and materials listed e. NSF (National Sanitation Foundation) approval (not required on 5. The Contractor shall dimension from two.permanent points of reference, on the irrigation drawings and specifications. drip tubing) A. Permits and Fees: The Contractor shall obtain and pay for any and all building corners, sidewalk, or road intersections, etc., the location - permits and all inspections as required. of the following items: 1.06 GUARANTEE f. Date of extrusion B. Manufacturer's Directions: Manufacturer's directions and detailed drawings a. Connection to existing water lines. A. The guarantee- for the sprinkler irrigation system shall be made in 4. Solvent cement and primer for P.V.C. solvent-weld pipe and fittings shall be followed in all cases where the manufacturers of articles used in accordance with the following form. The general conditions and shall be of type and installation method prescribed by the this contract furnish directions covering points not shown in the drawings b. Connection to existing electrical power. supplementary conditions of these specifications shall be filed with the manufacturer. and specifications. Owner or his representative prior to acceptance-of the irrigation system. C. Gate valves. 5. Brass Pipe & Fittings: C. Ordinances and Regulations: All local, municipal and state laws, and rules B. A copy of the guarantee form shall be included in the operations and and regulations governing or relating to any portion of this work are d. Routing and/or directional turns of sprinkler pressure lines maintenance manual. - a. Brass pipe shall be 85$ red brass, American National Standard hereby incorporated into and made a part of these specifications, and their (dimension max. 1001 along routing) Institute (ANSI) , Schedule 40 screwed pipe. provisions shall be carried out by the contractor. Anything contained in C. The guarantee form shall be retyped onto the Contractors letterhead and these specifications shall not be construed to conflict with any of the e. Sprinkler control valves, contain the following information: b. Fittings shall be medium brass, screwed 125 pound class. above rules and regulations or requirements of the same. However, when t1lese specifications and drawings call for or describe materials, f. Routing of control wiring. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 2.03 ELMMICAL (HIGH VOLTAGE) workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the g. Quick coupling valves. We hereby guarantee that the sprinkler irrigation system we have furnished A. All high voltage electrical service P �9 q q required for automatic controller and provisions of these specifications and drawings shall take precedence. and installed is free from defects in materials and workmanship, and the other equipment noted on drawing for irrigation system will be provided by work has been completed-in accordance with the drm in s andspecifications, h. Other related equipment as directed the CITY INSPECTOF 9others.. D. Superintendent: �•P� by � ordinary wear and tear and etnusual abuse or neglect excepted. We agree to repair or replace an defects in material or workmanship which may develop - , � P Y P Y P B. Provide agprovec, type enclosure for meter, similar to that manufactured 1. A superintendent satisfactory to the e_rrYr�► Representative shall be 6. On .or before the date of the final site review, the Contractor shall during-the period of one year from the date of acceptance and also to ri}ers Electrical Products, Inc, by deliver the corrected and completed r rLAset, to the �-rrY' Delivery (213) 724-0450, model as specified on present on the site at all times during progress of the work. repair or replace any damage resulting: frau the repairing or replacing of drawing. Enclosure shall be of adequate size to house automatic controller of the HYd�swill not relieve the Contractor of the responsibility of such defects at no additional cost to the Owner. We shall make such specified on drawing. Enclosure shall be zinc coated steel, minimum 12 2. The Superintendent shall not be changed except with the consent of the furnishing required information that may be omitted from the prints. re irs or replacements within a reasonable time, as determined the ape an9 Pt P by gauge thickness. Cabinet shall be protected against corrosion in SIT 's Representative. CrT , after receipt of written notice. In the event of our failure to accordance with U.L. 50, Cabinets and Boxes, Section 13. Exterior covers � C. • Controller Charts: make such repairs or replacements within a reasonable time after receipt of to be minimum 14 gauge steel and shall have padlock' provisions. 3. The Superintendent shall be 'authorized to represent the Contractor. ` written notice from err' we authorize the�-Tr'( to proceed to have said Deadfront shall be a hinged t rn9 1. As-built drawings shall be owed b the �rt before controller g type, 16 gauge minir:um, and shall not require na approved Y �( repairs or replacements made at our e)T•ense and we will pay the costs and the use of installation or servicing. All factory installe4 ccuponents charts are prepared. charges therefore u E. Explanation of Drawings: � � Pon demand• shall be U.L. listed. All factory installed conductors shall be copper, 2. Provide one controller chart for each controller supplied. size and type to conform: to NEC and U.L. requirements. Enclosure shall be --- - - - - 1. Due to the scale of drawings, it is not possible to indicate all _ PROJECT: furnished with a detachable sub-base with 1/2 inch diameter bolts. offsets, fittings, sleeves, etc., which may be required. The Mounting bolts shall not be visible outside the enclosure after 3. -The chart small- show the area controlled by the autanatic controller contractor shall carefully investigate the structural- and finished CONTRACTOR:____ __-_-__. � _ -_-__ PHONE NO.:_ _ _ _ _ . __w.w____. _ installation on sub-base. Enclosure f inish shall consist of one coat zinc and shall be.the maximum size which the ,controller door will allow. p paint.COLOR PER CITY conditions affecting all of his_work -anu plan his work acoordingiy, I - chromate rimer and two coats baked enamel furrishiM smh fittings, etc., as may be required to meet' such ADDRESS: -. _,. �r�_ _ _ _ __ _ _ _ _ _ BY: • conditions. Drawings, are -generally diagrammatic and indicative of, 4. The•chart is to be a reduced drawing of the actual as-built system, of g y q a maximum size that ,will fit inside controller housing, double sided C. Electrical equipment installed outside building shall be NEMA 4 type. the work to be installed. The work shall be installed in • such•a � - if' r fired for readability. - - - - - -`""�"'""' ` - - manner as to avoid conflicts•between irrigation systems, planting 'and �N y• � D. All connections between electrical services and equipment shall be in rigid architectural features. _ DATE OF ACCE 'AtdCf :r, BY: galvanized electrical conduit, with conduit and wiring size as required. 5. The chart shall be a blackline print and a different color shall be used to indicate the area of coverage for each station, using pastel 2.04 ELECTRICAL (LOW VCLTAGE) 2. The word <r ry as used herein shall refer 'to the, e- is - or.transparent colors. authorized representative. 'L 2_00_ PRODix'1'•S • eP , , . A. Connections between controller and remote control valves shall be made with ` ' 6. When completed and approved, the chart shall be hermetically sealed 2.01 MATERIALS direct burial AWG-UF, 600 volt wire, insulation thickness 3/64 • inch, ' 3. All work called for on the drawja�(gs by notes or details shall be between two pieces of plastic, each piece being a minimum 20 mils. utilizing low density high molecular weight polyethylene insulation. furnished and installed whether or not specificAlly merition--d• in the specifications. 7. These charts shalf tie completed and approved prior to final acceptance A. General: Use only new materials of brands and types noted on drawings, B. Splices, where permitted, shall be waterproofed using Rain Bird, Pen- rites of the irrigation system. specified herein, or approved equals. Connectors or fusable heat shrinking tubing, and housed in a box. Boxer, 4. The Contractor shall not willfully install the irrigation system as' for other irrigation use may be utilized for this se. ,shown on the drawings' when it is obvious in the field that D. Operation and Maintenance Manuals: 2.02 PIPE & FITTINGS Y �'o obstructions, grade differences or discrepancies in area dimensions I�q C Wire sizing shall be a minim= of #14 "UF" 600 volt underground wirhi A. Pressure Main Line Piping and Fittings: Sizer inches and smaller g 9 9, exist that might not have been considered in engineering. Such 1. Prepare and deliver to the �tT`f within 10 calendar days prior to shall be Schedule 40 P.V.C. 2" 4� �- �E c C_`• 315 unless a shielded cable is used in which case X118 hire rrE:y be used. CmM., n obstructions or differences should be brought to the attention of the completion of construction, two hard cover binders with three rings wire to be white in color, and PILOT WIRES RED IN COLOR . cr7y1t, authorized representative. In the event this notification is containing. the fallowing information: not performed, the irrigation contractor shall assume full - - B. Nonpressure lines (buried) : Shall be P.V.C. class 200. 2.05 GATE VALVES responsibility for �any revision necessary. a.' In • Index sheet stating Contractor's address and telephone number, • � list of equipment with name atx3 addresses. of local manufacturer's C. All pipe and fittings shall conrorm to specific requirements as follows: N P A. 3 inches and smaller (unless otherwise noted on Drawings) : ASTM, B62 brass 5. Work of this Section which is allied with the work of other trades -representative. - 1. P.V.C. (Solvent Weld body. 150 pound saturated steam rated; with screwed joints; non-rising shall be coordinated as necessary. , stem! screwed bonnet, solid disc. Provide with handwheel. •b, Catalog and part sheets .on every material and•ecuipment installed Pipe: Manufactured from virgin polyvinyl chloride compound in F. Underwriters Laboratories: Electrical wiring, controls, motors, and 1 under this contract. a. accordance with ASTM D 1784 or ASTM D 2241, cell classification 2.06 QITICK C(„JPLIrI; VALVES devices shall be U.L. listed and so labeled. - - ' 12454B. hydrostatic design stress rating not less than 2,000 C. Gua�at�t> ; st tenent.. P.s.i. A. Two piece type brass body, Yi0 pound class, with 3/4 inch female threads 1.03 SUEiMITT'ALS - opening at base, permitting operation with a special connecting device ` d. Complete operating and maintenance instruction on all major A. Material List: int. - b. Fittings (solvent weld or thread) : Standard weight. schedule 40. (coupler) designed for this purpose. side gated, ii►jection molded P.V.C. complying with ASTM D 1784. 1. The Contractor shall •furnish the articles i nt,• materials or 2. - In addition to the above mentioned maintenance manuals. cell-classification 13454B, including threads when required. 1.. Coupler threads: lug type eau pme , , provide the , Processes specified by name in the drawings and specifications. No maintenance personnel with instructions for major equipment C. abbot gasket) : Schedule 40 injection thread _ .ts 2. Hinge cover: Provide with rubber-like vinyl Dover. substitution will be allowed without prior written acceptance by the and show evidence in writing to the CITY REP. at the conclusion of the shall be requ h stainless stee and support 4A - project that this service has been rendered. Y gussets. All tees and el s ith an angle brace as a ter 2. Complete material list shall be submitted prior to performing any part of fitting. Sim' respects manufactured by �p,�T- Flo-Seal ed in, full accordance with ter work. Material list shall include the- manufacturer, *model number and E. Equipment to be Furnished: endations. description-of all materials and equipment to be used. 1. Supply as part of this contract the following tools: d. Fittings (2" through 8") slip type nay be used. but must be 3. Fquipme'ht or materials installed or furnished without prior approval similar in all respects to those manufactured by Cal Am of the -n`( may be rejected and the Contractor required to remove _ a. Two keys for opening valve boxes. Manufacturing Company and installed in accordance with their such materials from the site at his own expense. recommendations. 4. Approval of any item, alternate or substitute indicates only that the b. Two keys for each automatic controller. product or products apparently meet the requirements of the drawings 2. P.D.C. nipples shall be schedule 80 with molded threads. and specifications on the basis of the ,-information or samples C. One quick-coupler key and mat�hing.•hose swivel •. for every � or fraction thereof. valves installed. submitted._ _ 5. Manufacturers warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement 2. The above mentioned equipment shall be turned over to the �(T-S at.the ' the guarantee. conclusion of the project. Before final acceptance can occur, e evidence that the �rT has received material must 'be &,own to the 6. If equipment is as specified. no Isanufactnrer descriptive catalogsar ` Architect. necessarysubmittal. in a mitral. NOrT : f2 rt"o5 s f'_- )- SP Z� fizz t s - - S}-+�-�rt sp NaT� a- . 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING � �'` �� , 7 � B. Record and As-Built D awin s• . �.l r g _ [.�sT's � � A. Handlingof P.V.C. Pi and Fittings': The Contractor is cautioned to was- pe �. 1. The Contractor shall provide and keep to date and complete as P.V.C. i 11 P eP uP P exercise care in handling, loading, unloading, and storing of .C. p pe NDSC built record set of blue-line ozalid prints which shall be corrected• transported in a vehicle which �-� APF and fittings. All P.V.C. i shall be tr daily and show every change from the original drawings and e P arlspo �� �( P. '9 Q DESCRIPTION OF REVISION DATE PPROVE allows the length o€ pipe to lie flat so as not to subject it to undue • Q. R R q � specifications and the exact "as-built" Zocatians, sizes. and kinds of P bending or concentrated external load at any point. Any section of pipe �P '9,j, �y �PNDS�,aoF Arui ment. Prints for these purposes me be - obtained from the CITY OF RANCHO CUCAMONGA chitect at cost. This set of drawings shall be kept on the site and that has been dented or damaged will be discarded and, if installed, shall � a�� r�LEtrq be replaced with new piping. W �`�% �o shall be used only as a record set. c �' .oma PARCEL MAP 9350 X , 97 ca 1.05 SUBSTITUTIONS VICTORIA VINEYARDS SOUTH 2. These drawings shall also serve as work progress sheets and shall be _ * * "� -+ - the basis for measurement and payment for work completed. These a e P p y A. If the Irrigation Contractor wishes to substitute an i " nt •or 1 TRAILS - TRACTS 13280 13281 g Y � P� s & 13753 n shall b P drawings shall be available at all times for site reviews and h ll e l $ materials for those equipment or materials listed on the irrigation 4lF PN �* /O keptin a location designated b the - Should the record 0 blueline as1built progress sheets not be available for review or not drawings and specifications, he may do . so by providing the following OF CALF �s'r4 ^ Dat �P p $ information tS IvEi.} o"TJ IE TF Q� in i n T � t=eo>•- u to date at the time of an site reviews (refer to Section 3.02-B-3 CALW • up Schedule), it will be .assumed .no work has been completed - IRRIGATION SPECIFICATIONS and the Contractor will be assessed the cost of that alto visit at the 1. Provide a statement indicating the reason -for making the substitution. PREPARED BY: EPARED FOR: Use a separate sheet of paper for each item to be substituted. rUinspections e shall DATE current billingrate of the � No other �m � , APPROVED BY ` _ take lace prior to payment of that assessment. CITY p p p y ENGINEER A.C.E. NO. Provide 2. Pr fide descri 'v 'catalog arts descriptive ca al literature, performance ch and flaw r Pt � r Pe DESIGN - F�E�,UMMENL>�U charts for each item to be substituted. M as-built _.. 3. The Contractor shall make neat and legible notations on thea i1t . $ INC.Q,�,C• DESIGN GROUP, I progress sheets daily as the work proceeds, showing the work as RJM �- 4 APE AR - _. PLANNING C AND LANDSCAPE CHTI'EC'RIRR 3. Providethe amount o s substituted 't f cot savins 'f the subs >. i em 's 9 i i a ere of equipment be LYON � ,nom. .�»,.,.,..,,,. R PDRAWN ,��...,,..,�R �..�� � SHEE actually installed. For example. shouldpii1L�('rj('�N ('� OTT ' INC.�• installed in a location that does not match the plan, the Contractor approved. 1JriSIG GROUP, must indicate that equipment has been relocated in a graphic manner so �� PLANNING AND LANDSCAPE ARCHITECTURE �- A.I.C. JOB NO. 504 10 SP-1 OF 27 as to match the original symbols as indicated in the irrigation 4. Approval of any item as a substitution or alternate is for desicfi � �/�,e WILLIAM LYON n relocated equipment and dimensions will then be only, based on information or samples provided by the Contractor. 27MLASRAMSLAS,surE250,MISSIONVIE)O,CA.9269117141582.751� CHECKED DRAWING NO. legend. The r 1 transferred to the original as-built plan at the proper time. •510 ARCNtQAlO SUITE I RAMCNO CUCAMONGA, CALIfORNiA 91730 12'sZ�•88 DATE `-SHEET NO. 4 0FA Observation Schedule: D. Trenching and Backfill tt&r Paving: 3. Identification tags shall be attached to each remote control valve, 2.07 BpCKFI,OW PREVENTION UNITS B. showing number that corresponds with controller A. Backflow reventer: designed to rate on a. "redumd pressure" principle; sequence. Tags shall P � � P P P 1. Contractor shall be responsible for notifying the Architect � �� 1. Trenches located under areas where paving, asphaltic concrete or be manufactured of polyurethane Behr Desopaid, yellow in color with equipped with gate valves and field test cocks. for the following observation meetings, according to the time concrete will be installed shall be backfilled with sand (a layer 6 black letters 2-3/4 inches by 2-1,/4 inches. - �-t*4sT7 Ci*_ Mr�PL,.r._ indicated: inches below the pipe and 3 inches above the pipe) , and compacted in B. Wye strainers at backflow prevention units shall be 125# class cast brass layers to 958 compaction using manual or mechanical tamping devices. with 60 mesh monel screen, unless otheniise noted on dre*dng• a. Pre-job eonferenoe - 7 days Trenches for piping shall be compacted to equal the compaction of the 3.04 TEMPORARY REPAIRS C. Backflow unit shall be housed in a protective housing as noted on drawing. existing adjacent undisturbed soil and shall be left in a firm 2.08 AUTOMATIC CONTROLLER b. Backflow assembly location - 48 hours unyielding condition. All trenches shall be left flush with the A. The c-rrT reserves the right to make temporary repairs as necessary to keep adjoining grade. The Sprinkler Irrigation Contractor shall set~ in the sprinkler system equipment in operating condition. The exercise of A. Type: sZautomatic operation, capable of operating the number of c. Pressure supply line installation and testing - 48 hours place, cap, and pressure test all piping under paving prior to the this right by the -"Y shall not relieve the Contractor of his stations and type indicated on Drawings. paving work.., responsibilities under the terms of the guarantee as herein specified. 1. Wall mount type in a housing with locking hinged cover. d. 'Automatic controller location- 48 hours - 2. Provide with a surge protection integral with controller unit. 2. Piping under existing walks is generally done by jacking, bon or 3.05 , MOISTURE SENSING EQUIPMENT e. Cont� tssp installation - 48 hours hydraulic driving. Any cutting or breaking of sidewalks amid/or 3. Fuse and chassis ground all controller components. concrete necessary shall be performed by the Contractor and paving A. Locate in field as directed by 0"-'fAND CITY.. f. Lateral line and sprinkler installation - 48 hours replaced as a part of the contract cost. Permission to cut or break 2.09 REMOTE oQ�TI'fifL VALVES sidewalks and/or concrete shall be obtained from the c-r-( No B. Check tha system to ensure that sensors 'are operating correctly. not less g. Coverage test - 48 hours hydraulic driving will be permitted under asphaltic concrete paving. than four times over a 30-day period. adjust or relocate moisture sensing A. Valve type: spring-loaded, packless diaphragm activated, normally closed equipment as AND CITY, type with plastic body, equipped with flow control. h. Final site review - 7 days 3. Coordinate installation of piping and wires under paved areas with C. Any relocation of equipment required shall be within iS ieet of original General Contractor. 2. When observations have been conducted by other than the Gcr-f location and shall be a part of the work of this Section. B. Valve solenoid: 24 volt a.c. 4.5 watt maximum, 500 milli-amp maximum surge, show evidence in writing of when and by whom these observations were 4. The installing contractor may (but is not 're(uired to) install sleeve corrosion-proof, stainless steel construction, epoxy encapsulated to form a made. for future installation of water lines and wires, unless otherwise 3.06 FIELD QUALITY CONTROL single integral unit. noted. A. Adjustment of the System: C. Provide bleeder valve to ,mit ration in the field without rat the 3. No site observations will corrvnenoe without as-built drawings. In the power event the Contractor calls for a site visit without as-built drawings, E. Assemblies: controller. without completing previously noted corrections, or without preparing _ 1. The Contractor* shall adjust all sprinkler heads and valves for optimum the system for said visit, he shall be responsible for reimbursing the c-rrY 1. Routing of sprinkler irrigation lines as indicated on the drawings is performance and to prevent as much as possible any overspray onto 2.10 SMALL LAWN SPRINKLER HEADS 'mat his current billing rates per hour, portal to portal, diagrammatic. Install lines (and various assemblies) in such a manner walks and roadways. No spray is permitted on buildings. Sprinklers shall be similar in all respects to type noted in legend on (plus transportation costs) for inconvenience. No further site visits as to conform- with the details per plans. A. will be scheduled until this charge has been paid and received. 2. If it is determined that adjustments in the irrigation equipment will drawing. 2. Install TD multiple assemblies' in plastic lines. Provide each provide proper and more adequate coverage, the Contractor shall make C. Final observation Prior to Aoceptanoe• assembly with its own outlet. such adjustments prior to planting. Adjustments may include changes B. Heads shall have screw adjustments. in nozzle 'sizes or degrees of arc, as required. 1. The Contractor shall operate ecich system in its entirety for the 3. InLstall all assemblies specified herein in accor&ncr with Lespective Co Nozzle shall rise a minimum of inches. 3. All sprinkler heads shall be set perpendicular to finished grades <<TY .. at time of final observation. Any items deemed not detail. . In absence of detail drawings or speci ficatior. pertaining to acceptable by the -rrT or not in compliance with these specific items required to complete work, perform such work in unless otherwise designated on the plans and at height and distance D. Body shall be equipped with a built-in check valve. specifications and drawings, shall be reworked to the complete accordance with best standard practice, with prior approval from from walks. buildings, etc, as noted. satisfaction of the c rr( r r r B. The Contractor is responsible for protecting all existing landscaping. Any 2. The Contractor shall show evidence to the City Inspector ;that the -f'( has 4. P.V.C. pipe and fittings shall be thoroughly cleaned of dirt, dust and existing landscaping removed shall be properly replaced. including any sod. received all accessories, charts, record drawings, and ecnuipment as moisture before installation. Installation and solvent welding C. Testing of Irrigation System: required before final observation can occur. methods shall be as recommended by the pipe and fitting, manufacturer. D. Physical out: 5. On P.V.C. to metal connections, the Contractor shall work the metal 1. Test all pressure lines under hydrostatic pressure of 150 pounds per . connections first. Teflon tape or apprmed equal shall be used on all square inch, and prove nor fes'¢ C.. !{ ' 1. All piping or equip>rrent shown diagrammatically on drawings outside threaded P.V.C. to P.V.C., and on all threaded P.V.C. to metal joints. 2. Testing of pressure main lines shall occur prior to installation of planting areas shall be installed inside planting area' whenever Light wrench pressure -is all that is required. Where threaded P.V.C. electric control valves ick couplers or an other equi kert that 2.11 SMAI� SfUtUBBE� SPRIlJRLER HESS possible. connections are required use threaded P.V.C. adapters into which the ' � n y � Po 1 � p might prevent a proper test from being performed. pipe may be welded. A. Sprinklers shall be similar in all respects to type noted on drawing. 2. Prior to installation, the Contractor shall stake out all pressure 3. All piping under paved areas shall be tested under hydrostatic supply lines, routing and location of sprinkler heads. 6. Install backflow assemblies in shrub areas at minimum height permitted pressure of 150 pounds per square inch, and proved watertight, prior B. Where noted, pop-up type body shall be used, with height as noted in legend by local code. to paving. on drawing. 3. All layout shall be approved CITY prior to installation. " •4. lgsVt .LL yk�a om W AAA•r++1s1 ex'1-Y- LASS :VTV 'rU&L E 7. Quick coupling valves: Unless otherwise indicated, locate valves, 4. Sustain C. When noted, body shall be equipped with a built-in check valve. �-6 f3Y GAY ` within 12 inches of hardsca It 91r,�L I� s1�R�8 ms`s �1t� Y �ns�-=• pressure in lines for not less than hours If leaks 3.03 INSTALLATION Pe• develop, replace joints and repeat test until entire system -is proven watertight. 2.12 1CIS'TURE SENSING EQUTPMF.NT A. General: 8. Backflow prevention unit arra controllers: Verify exact location with the --cvT Representative. 5. All hydrostatic tests shall be made only in the presence of the A. Provide model as shown on drawing for lawn and ground cover areas, as manufactured by �-���sc 1. All plastic pipe and fittings shall be installed in ccm-plete accord �fr`F or other duly authorized representatives No with manufacturer instructions for same. F. Electrical Supply: pipe shall be completely backfilled until it has been inspected, tested and approved in writing. 1. Provide low voltage wires to each remote control valve controlled by 2. If gasket type pipe and fitting are used, provide•ooncrete thrust 1. 115, volt electrical service for automatic controllers shall be sensor• blocks at each change of direction and at terminal points of all provided for by ;wow. 6. Furnish necessary force pump and all other test equipment. rubber gasket piping. Block in accord with pipe manufacturer's instructions. 2: Low voltage wiring shall be placed in the some ditch and Vet.0sl 7. When the sprinkler irrigation system is completed, perform a coverage main lines unless otherwise approved. test in the presence of the e.rTy to determine if the water 3. Line CIS: All lines shall have a minimum clearance of 6• inches coverage for planting areas is complete and ademlate. Furnish all 2.13 VALVE BOKFS from each other and from lines of other trades.. Parallel lines shall 3. When more ' than one wire is placed in a trench, tape wires together at materials and perform all work required to correct any inadequacies of not be installed directly over one another. maximum 12 feet on center. coverage due to deviations from plans, or where the system has been A. Valve boxes shall be coAkr_iore' pari+ pt.tsm rMPnr:rA0rrb tzml* fibs. aj- cr TY willfully installed as indicated on the drawings when it is obviously 4. Provide a 12 inch expansion loop at each connection and directional inadequate, without bringing this to the attention of the .�rr�• B. Trenching: change. "lis test shall be accomplished before any ,round cover is planted. B. Valve box extensions shall be by the same manufacturer as the valve box. 1. Excavate trenches to rer��ired depths. Follow approved. layout for each S. Use a continuous wire between controller and remote control valves. 8. Upon completion of each phase of work, entire system shall be tested system. Except as otherwise approved, do not splice wire at any point. All and adjusted to meet site rectiire-ents. C. Gate valve boxes shall be rounder&4a-'&4awith flex lock covers, 4WJ5tr . - approved'spl�ices shall be enclosed in an acceptable box. or approved equal. 2. Trench bottom shall be flat to ensure piping is supported continuously - 9. Low voltage wiring under paving shall be tested for continuity, prior on an even grade. 6•. Each. controller shall be provided with separate ground wire. to paving. D. Remote control valve boxes shall be rectangular coMcrtrm WAs c44?45rY or approved equal, with hinged cast-itoN cov6±as wrr.•V 3. Where lines occur under paved areas, consider dimension to be below 3.07 MAINr ANCE the subgrade. 3_00 EXEC[TT'IM G. Automatic Controller: A. The entire sprinkler irrigation system shall be under full automatic , 4. Provide minimum coverage as follows: operation for a period of seven days prior to any planting. 3.01 SITE CONDITIONS a. -Pressure supply lines (2-1,/2 inches and smaller) : 18 inches 1. Install as per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the B. The <-- r-ry reserves the right to waive or shorten the operation period. . A. All scaled dimensions are approximate. The Contractor shall check and drawings. verify all size dimensions and,' receive G1- S"f' approval prior to b. Pressure supply lines (3 inches and larger: 24 inches g 3.08 CLEANUP proceeding with work under this section. c. ' Non-pressure lines: 12 inches 2. Controller shall be mounted inside an-electrical pedestal. A. Clean-up shall be performed as each portion of the-work progresses. Refuse B. Exercise extreme care in excavating and working near existing utilities. H. Flushing of System: and excess dirt shall be removed from the site, all walks and paving shall Contractor shall be responsible for damages to utilities which are caused d. Control wire: 18 inches Po 9 be broomed or washed down, and any damage sustained to the work of others by his operations or neglect. Check existing utilities drawings for 1. After all new sprinkler pipe lines 'and risers are . in place and shall be repaired and work returned to its original condition. existing utility locations. connected, all necessary diversion work has been completed, and prior C. Backfilling: to installation of sprinkler heads,� the control valves shall be opened 3.09 OPERATING INSTRUC'T'IONS C. Coordinate installation of sprinkler irrigation materials including pipe, and full head of water used to flush out the sycster:. A. The Contractor shall be required to train -errY4a maintenance personnel in so there will be No interference with utilities or other construction or Buried pipe in trenches shall be center loac',ed only until all recl�ired proper operation of all major em. dpment. Provide written evidence of the difficulty in planting trees, shrubs, and ground covers. - 1. 2.. Sprinkler heads shall be installed only after flushing of the system person or persons so trained to the Architect. tests are performed. Trenches shall be carefully backfilled with the D. The Contractor shall carefully check all grades to satisfy himself that he excavated materials approved for backfilling, consisting of earth, has been accomplished to the complete satisfaction of the errT waysafely proceed before star work on the sprinkler irrigation system. loam, sandy clay, sand, or other approved materials, free from large y P starting g y clods of earth or stones. Backfill shall be mechanically compacted in I. Sprinkler Heads: landscaped areas to a dry density equal to adjacent undisturbed soil 3.02 PREPARATION in planting . areas. Backfill will conform to adjacent grades without 1. Install .the sprinkler heads as designated on the drawings and in dips; sunken areas, humps or other surface irregularities. accordance with their respective detail. A. Water Supply: DESCRIPTION OF REVISION DATE PPROVE NOSE 1. The L qIfwill provide new meters. 2. A f granular material backfill will initially placed exceed the maximum indicated on the lines.. No foreign matter larger than 1/2/2 inch in size will be all 2. Spacing of heads shall not exLA �qp CITY O F RANCHO C U C A M O N G A drawings. In no case shall the spacing exceed the maxinur:, recarrTrlenoed p F by tt� fte nufc cL u rer. 2. Sprinkler irrigation system shall be connected to water supply points permitted in the initial backfill. y PARCEL MAP 9350 of connection. as indicated on the drawings. J. Valve Boxes• � �, � _� 3. Flooding J.trenches will geed only with approval of the VICTORIA VINEYARDS SOUTH G17'r �o t(Qt WkFaG� '-1 3. Connections shall be made at approximate locations as shoe on 1. All. buried valves and equipment shall be installed with a proper box. > so�arure drawings. Contractor is responsible for minor changes causedby * TRAILS - TRACTS 13280, 13281 & 13753 actual site conditions. 4. If settlement occurs and subsequent adjustments in pipe, valves, -/0- �f 2. Fill area under box with a minimum of I cubic feet of pea gravel sprinkler heads, lawn or planting, or other construction aresr Odle �p,t0sc PF necessary, the Contractor shall make all required adjustments without before box is installed. �p aY P Ry q9 cost to tale c-rrr IRRIGATION SPECIFICATIONS PREPARED BY: PREPARED FOR: v _ ' �+� -�•O SP_?� _ �-�{� APPROVED BY DATE 3 =i �K/ �+-* • I S I I �I� CITY ENGINEER - Ft.C.E. NO. W te cc � �d I-r -� A �. DESIGN D ��E�,UMMENDLD 3 ca RJ N4 A,1,C. - DESIGN GROUP, INC. : LYON PLANMNG AND LANDSCAPE ARCHrMI S �l4rF F4�'`�•� p �, DESIGN GROUP, INC. DRAWN nrw.+...c+.wma•ro,o ,uoc.n»in.on" SHEE1 OF CAO YKeWILLIAM A. ,C. JOB NO. 504- 10PLANNING AND LANDSCAPE ARCHITECTURE LYON SP-2 �F 27 272E5 LAS RAMSLAS,SUfTE 250,MISSION YIEJO,CA.12611(714)502.7516 CHECKEDDRAWING NO _ sSaO ARCHISALD SUITE B RANCHO CUCAMONGA, CALIFORNIAORNIA t17�0 1)&88 DAZE �% 'S'HEET NO. 0F Via_ SPRINKLER IRRIGATION SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION 3. Before the date of the final observation,the Contractor shall transfer all information 2. Provide descriptive catalog literature, performance charts and flow charts for each set forth in Federal Specification PS-22-70 with an appropriate standard dimension from the "record drawing" prints to a sepia mylar or similar mylar material. item to be substituted. ratio. A. Scope of Work: Provide all labor,materials,transportation,and services necessary to furnish Arrangements shall be made through the city for obtaining said sepia mylar or and install the Irrigation System as shown on the Drawings and described herein. similar mylar material. All work shall be in waterproof India ink and applied to the 3. Provide the amount of cost savings if the substituted item is approved. 4. Except as noted in paragraphs 1,2, and 3 of this section (2.01B), all requirements for mylar by a technical pen made expressly for use on mylar material. Such pen shall non-pressure lateral line pipe and fittings shall be the same as for solvent-weld B. Standards: All work and materials shall comply with governing codes, safety orders, be similar to those manufactured by Rapidograph, Kueffel & Esser,or Faber Castell. B. The City of Rancho Cucamonga shall have the sole responsibility in accepting orrejecting pressure main line pipe and fittings as set forth in section 2.01 B of the Specifications. standards, and regulations, and meet the minimum requirements of the Standard The dimensions shall be made as to be easily readable even on the final controller any submittal item as an approved equal to the equipment and materials listed on the Specifications For Public Works Construction (Green Book) latest edition. chart(see Section C). The original mylar "record drawing" plan shall be submitted Drawings and Specifications. D. Brass Pipe and Fittings: to the City of Rancho Cucamonga for approval prior to the completion of the 1.02 QUALITY ASSURANCE& REQUIREMENTS controller chart. 1.06 GUARANTEE 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification #WW-P-351. A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all .4. The Contractor shall dimension from two(2)permanent points of reference, such as A. The guarantee for the irrigation system shall be made in accordance with the attached form. observations as required. building corners, sidewalk edges, road intersections, etc., the location of the The General Conditions and Supplementary Conditions of these Specifications shall be filed 2. Fittings shall be red brass conforming to Federal Specification #WW-P-460. following items: with the City prior to acceptance of the irrigation system. B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be E. Copper Pipe and Fittings: followed in all cases where the manufacturers of articles used in this Contract furnish a. Connection to existing water lines. B. A copy of the Guarantee form shall be included in the operations and maintenance manual. directions covering points not shown in the Drawings and Specifications. b. Connection to existing electrical power. 1. Pipe: Type K, hard tempered. C. Gate valves. C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the ' C. Ordinances and Regulations: All local,municipal and state laws, and rules and regulations d. Routing of sprinkler pressure lines (dimension max. 100' along routing). following information: 2. Fittings: wrought copper, solder joint type. governing or relating to any portion of this work are hereby incorporated into and made a e. Sprinkler control valves. part of these Specifications, and their provisions shall be carried out by the Contractor. f. Routing of control wiring and locations of all splice boxes. GUARANTEE FOR IRRIGATION SYSTEM 3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 2 % Anything contained in these Specifications shall not be construed to conflict with any of the g. Quick coupling valves. cadmium, solidus at 1125° F, and liquidus at 1145' F. above rules, regulations,or requirements of the same. However, when these Specifications h. Stub-outs for future connections. We hereby guarantee that the irrigation system we have furnished and installed is free from defects and Drawings call for or describe materials, workmanship, or construction of a better i. Other related equipment as directed by the City of Rancho Cucamonga. in materials and workmanship, and the work has been completed in accordance with the Drawings F. Valves: quality, higher standard, or larger size than is required by the above rules and regulations, and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair the provisions of these Specifications and Drawings shall take precedence.. 5. On or before the date of the final field observation, the Contractor shall deliver the or replace any defects in material or workmanship which may develop during the period of one year 1. Ball Valves (1'/z" and smaller) corrected and completed sepias to the City of Rancho Cucamonga. Delivery of the from date of acceptance and also to repair or replace any damage resulting from the repairing or D. Explanation of Drawings: sepias will not relieve the Contractor of the responsibility of furnishing required replacing of such defects at no additional costs to the City. We shall make such repairs or a. Ball valves shall be a 125 lb SWP bronze valve with threaded ends and shall information that may be omitted from the prints. replacements within a reasonable time, as determined by the City, after receipt of written notice. In be equipped with a stainless steel handle. 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, the event of our failure to make such repairs or replacements within a reasonable time after receipt b. Ball valves shall be similar to those manufacturer by Nibco or approved sleeves, etc.,which may be required. The Contractor shall carefully investigate the C. Controller Charts: of written notice from the City, we authorize the City to proceed to have said repairs or replacements equal. structural and finished conditions affecting all of his work and plan his work made at our expense and we will pay the costs and charges therefore upon demand. C. All Ball valves shall be installed per detail. accordingly,furnished such fittings,etc.,as may be required to meet such conditions. 1. As-builts drawings shall be approved by the City of Rancho Cucamonga before Drawings are generally diagrammatic and indicative of the work to be installed. The controller charts are prepared. PROJECT: •2. Resilient Wedge Gate Valve (2" and larger) work shall be installed-in such a manner as to avoid conflicts between the irrigation system, planting and architectural features. 2. Provide one controller chart for each controller sequence. LOCATION: a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut. 2. All work called for on the Drawings by notes or details such be furnished and 3. The chart shall show the area controlled by the automatic controller and shall be the SIGNED: b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts installed whether or not specifically mentioned in the specifications. maximum size which the controller door will allow. or approved equal. ADDRESSED: C. All Resilient Wedge Gate valves shall be installed per detail. 3. The Contractor shall not willfully install the irrigation system as shown on the 4. The chart is to be a reduced drawing of the actual installed system. However, in the Drawings when it is obvious in the field that obstructions, grade differences, or event the controller sequence is not legible when the drawing is reduced, it shall be PHONE: DATE OF ACCEPTANCE: G. Quick Coupling Valves: discrepancies in area dimensions exist that might not have been considered in enlarged to a size that will be readable when reduced. engineering. Such obstructions or differences should be brought to the attention of ' PART 2 - PRODUCTS 1. Quick coupling valves shall have a brass, two-piece body designed for working the City of Rancho Cucamonga. In the event this notification is not performed, the 5. The chart shall be a black line or blueline ozalid print and a different color shall be pressure of 150 P.S.I. Contractor shall assume full responsibility for any revision necessary. used to indicate the area of coverage for each station. 2.01 MATERIALS 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type 1.03 SUBMITTALS 6. When completed and approved, the chart shall be hermetically sealed between two A. General: Use only new materials of brands and types noted on drawings, specified herein, shall be as shown on the Drawings. pieces of plastic, each piece being a minimum 20 mils. or approved equals. A. Material list: H. Backflow Prevention Units: 7. These charts shall be completed and approved prior to the final field observation of B. PVC Pressure Main Line Pipe and Fittings: 1. The Contractor shall furnish the articles,equipment,materials,or processes specified the irrigation system. 1. Backflow prevention unit shall be of size and type indicated on the irrigation by name in the Drawings and Specifications. No substitution will be allowed without 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. drawings. Install backflow prevention units in accordance with the Drawings. prior written approval by the City of Rancho Cucamonga. D. .Operation and Maintenance Manuals: 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !, PVC 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 2. Complete material list shall be submitted prior to performing any work. Material list 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior compound conforming to ASTM resin specification D1784. All pope must meet 60 mesh monel screen and shall be similar to Bailey #100B or approved equal. shall include the manufacturer, model number, and description of all materials and to completion of construction, two hard-cover, three ring binders containing the requirements as set forth in Federal Specification PS-22-70, with an appropriate equipment to be used. Although manufacturer and other information may be following information: standard dimension (S.D.R.) (Solvent-weld Pipe). 3. All pressure main line piping between the point of connection and the backflow different, the following is a guide to proper submittal format: preventer shall be installed as required by local code. The Contractor shall verify a. Index sheet which states Contractor's name, address, and telephone number, 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with with the local governing body as to material type and installation procedures prior Item No. Description Manufacturer Model No. and which lists each installed equipment and material item including names solvent welded joints. to start of construction. Submit shop drawing for approval. and addresses of manufactures local representatives. I Backflow Preventer Febco 825-Y-BV b. Catalog and parts sheets on every material and equipment item installed 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 PVC compound I. Check Valves: 2 Automatic Controller Calsense ETI-DTR2 under this Contract. conforming to ASTM resin specification D1785. All pipe must meet requirements 3 Master Valve Clayval 136-ACSKC C. Guarantee statement. as set forth in Federal Specification PS-21-70. 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction 4 Etc. Etc. Etc. d. Complete operating and maintenance instructions on all major equipment. with replaceable composition, neoprene, or rubber disc and shall meet or exceed 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to Federal Specification WW-V--51D, Class A, Type IV. Irrigation submittal must be specific and complete. All items must by listed and 2. In addition to the above mentioned maintenance manuals, provide the City's ASTM test procedure D2466. should include solvent, primer, wire, connectors, valve, boxes, etc. No copies of maintenance personnel with instructions for major equipment and show evidence in 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread manufacturer's literature (catalog cuts) are required as submittal information. writing to the City of Rancho Cucamonga at the conclusion of the project that this 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve service has been rendered. and installation methods prescribed by the manufacturer. shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve 3. The Contractor may submit substitutions for equipment and materials listed on the shall be similar to the Valcon "ADV" or approved equal. Drawings by following procedures as outlined in Section 1.05 of the Irrigation E. Equipment to be Furnished: 7. All PVC pipe must bear the following markings: Specifications. (CONTINUED ON SHEET SP-213) 1. Supply as a part of this contract the following tools: a. Manufacturer's name 4. Equipment or materials installed or furnished without prior approval of the City of b. Nominal pipe size Rancho Cucamonga may be rejected and the Contractor may be required to remove a. Two (2) sets of special tools required for removing, disassembling and C. Schedule or class such materials from the site at his own expense. adjusting each type of sprinkler and valve supplied on this project. d. Pressure rating in P.S.I. b. Two (2) four-foot valve keys for operation of gate valves. e. NSF (National Sanitation Foundation) approval 5. Approval of any item, alternative or substitute indicates only that the product or C. Two (2) keys for each automatic controller. f. Date of extrusion products apparently meet the requirements of the Drawings and Specifications on the d. One (1) quick coupler key and matching hose swivel for every five (5) or basis of the information or samples submitted. fraction thereof of each type of quick coupling valve installed. 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval. 6. Manufacturer's warranties shall not relieve the Contractor of his liability under the 2. The above mentioned equipment shall be turned over to the City at the conclusion p NDSCAp guarantee, Such warranties shall only supplement the guarantee. of the project. Before final observation can occur, evidence that the City has C. PVC Non-Pressure Lateral Line Piping: - F received material must be shown to the City of Rancho Cucamonga. Q�� AµY ? RY 49� DESCRIPTION OF REVISION DATE PPR V B. RECORD DRAWINGS: 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld C, CITY OF RANCHO C U C A M O N G A 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING joints when installed in planting areas. Q) 1. The Contractor shall provide and keep up-to-date a complete record set of blueline ' ozalid prints which shall be corrected daily, showing eve change from the original3091 PARCEL MAP 9350 P y� g ryA. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule r_` ` l VICTORIA VINEYARDS SOUTH Drawings and Specifications and the exact installed locations, sizes, and kinds of loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in 40 with solvent welded joints. # equipment. Prints for this purpose may be obtained from the City of Rancho a vehicle which allows the length of pipe to lie flat so as not to subject it to under bendingsl NP TRAILS - TRACTS 13280, 13281 & 13753 Cucamonga at cost. This set of drawings shall be kept on the site and shall be used or a concentrated external load at any point. Any section of pipe that has been dented or3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound 4lE OF Cp0� (CANDELA DRIVE AND LOTS A & B) only as a record set. damaged will be discarded, and if installed, shall be replaced with new piping. conforming to ASTM resin specification D 1784. All pipe must meet requirements .• 2. The Contractor shall make neat and legible notations on the record drawing progress 1.05 SUBSTITUTIONS PREPARED B Y: PREPARED FOR IRRIGATION SPECIFICATIONS sheets daily as the work proceeds, showing the work as actually installed. For ) DATE Fexam le should a lece of a ui rent be installed in a location that does not match APPROVED BY 2 4 9 g`P P q P A. If the Contractor wishes to substitute any equipment or materials for the equipment or ITY ENGINEERLA-L- �� R.C.E. NO. the plan, the Contractor must indicate that equipment has been relocated in a graphic materials listed on the Drawings and Specifications,he may do so by providing the following DESIGN ISE COMMS NDED manner so as to match the original symbols as indicated in the irrigation legend. The information to the City of Rancho Cucamonga for approval: relocated equipment and dimensions will then be transferred to the original record RJNT A.I.C. y DESIGN GROUP, INC. 8f6 LYO N g p DESIGN GROUP, INC . A» A" drawing plan at the proper time. 1. Provide a statement indicatingthe reason for making the substitution. Use a separate DRAWN �< HEFT PikF-V J JOB NO. 504- 10Tsheet of paper for each item to be submitted. PLANNING AND LANDSCAPE ARCInTECn'RF. A.I.C.�y.;.. :'1 lLASAAMtiL�S,SL'17•E2SO,Mt»t(N!%'IiJn.CA.92i?tI714IV:.7,t. _Ae WILLIAM LYONS Gam P-2A __ CHECKED DRAWING NO. IS40 ARCNISALD SUITE 9 RANCHO CUCAMONGA• CALWORNIA 91710 A.I.C. DATE IZ9g - L EETSHN0. 55A 0FA J. Control Wiring: PART 3 - EXECUTION 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own B. Testing of Irrigation System: outlet. 1. Except as noted otherwise, connections between the automatic controllers and the 3.01 OBSERVATION OF SITE CONDITIONS 1. The Contractor shall request the presence of the City of Rancho Cucamonga in electric control valves shall be made with direct burial copper wire AWG-U.F. 600 .3. Install. all assemblies specified herein in accordance with respective detail. In writing at least 48 hours in advance of testing. volt. Control wiring installed in control wire conduit within structure shall be made A. All scaled dimensions are approximate. The Contractor shall check and verify all size absence of detail drawings or Specifications pertaining to specific items required to with AWG-TW solid copper wire. Pilot wires shall be a different color wire for each dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding complete work, perform such work in accordance with best standard practice with 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and automatic controller. Common wires shall be white with a different color stripe for with work under this Section. prior approval of City of Rancho Cucamonga. prove watertight. each automatic controller. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than#14. B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before Note: Testing of pressure main lines shall occur prior to installation of the electric be responsible for damages to utilities which are caused by his operations or neglect. Check installation. Installation and solvent welding methods shall be as recommended by control valves. 2. Wiring shall occupy the same trench and shall be installed along the same route as existing utilities drawings for existing utility locations. the pipe and fitting manufacturer. pressure supply or lateral lines wherever possible. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds C. Coordinate installation of sprinkler materials including pipe,so there shall be no interference 5. On PVC to metal connections, the Contractor shall work the metal connections first. per square inch and proven watertight prior to paving. 3. Where more than one(1)wire is placed in a trench, the wiring shall be taped together with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. Teflon tape or approved equal, shall be used on all threaded PVC to PVC,and on all at intervals of fifteen (15) feet. threaded PVC to metal joints. Light wrench pressure is all that is required. Where 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop, replace D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed threaded PVC connections are required, use threaded PVC adapters into which the joints and repeat test until entire system is proven watertight. 4. An expansion curl shall be provided within three (3) feet of each wire connection. before starting work on the irrigation system. pipe may be solvent welded. Expansion curl shall be of sufficient length at each splice connection at each electric 5. All hydrostatic tests shall be made only in the presence of the General Contractor and control valve, so that in case of repair, the valve bonnet may be brought to the 3.02 PREPARATION E. Line Clearance: the City of Rancho Cucamonga. No pipe shall be backfilled until it has been surface without disconnecting the control wires. Control wires shall be laid loosely observed, tested, and approved in writing. in trench without stress or stretching wire conductors. A. Physical layout: 1. All lines shall have a minimum clearance of six (6) inches from each other and twelve (12) inches from lines of other trades,with the exception of the control wire 6. Furnish necessary force pump and all other test equipment. 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs,Rainbird 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, sleeve(s)which shall be installed adjacent to pressure supply line. Parallel.lines shall Snap-Tile wire connectors., or approved equal. Make only one splice with each routing and location of sprinkler heads. not be installed directly over one another. 7. When the irrigation system is completed, perform a coverage test in the presence of connector sealing pack. the City of Rancho Cucamonga to determine if the water coverage for planting areas 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. F. Automatic Controller Assembly: is complete and adequate. Furnish all materials and perform all work required to 6. Field splices between the automatic controller and electric control valves will not be correct any inadequacies of coverage due to deviations from the Drawings, or where allowed without prior approval of the City of Rancho Cucamonga. B. Water Supply: Install as per manufacturer's instructions. Remote control valves shall be connected to the system has been willfully installed as indicated on the Drawings when it is controller in numerical sequence as shown on the Drawings. obviously inadequate, without bringing this to the attention of the City of Rancho K. Automatic Controller: 1. The irrigation system shall be connected to water supply point(s) of connection as Cucamonga. This test shall be accomplished before any ground cover is planted. indicated on the Drawings. G. High Voltage Wiring for Automatic Controller. 1. Automatic controller(s) shall be of size and type shown on the Drawings. 8. Upon completion of each phase of work, the entire system shall be tested and 2. Connections shall be made at the approximate location(s) shown on the Drawings. 1. 120 volt power connection to the automatic controller shall be provided by the adjusted to meet site requirements. 2. Final location of automatic controller(s) shall be approved by the City of Rancho The Contractor is responsible for minor changes caused by actual site conditions. Contractor. Cucamonga. 3.07 MAINTENANCE C. Electrical Supply: 2. All electrical work shall conform to local codes, ordinances, and union authorities 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each having jurisdiction. A. The entire irrigation system shall be under full automatic operation for a period of seven (7) automatic controller location is to be furnished by others. The final electrical hook- 1. Electrical connections for any and all automatic controllers shall be made to electrical days prior to any planting. up shall be the responsibility of the Contractor. point(s) of connection as indicated on the Drawings. H. Remote Control Valves: 2. Connections shall be made at the approximate location(s) shown on the Drawings. B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. L. Electric Control Valves: The Contractor is responsible for minor changes cause by actual site conditions. 1. Install where shown on the Drawings. Where grouped together,allow at least twelve (12) inches between adjacent valve boxes. Install each remote control valve in a 3.08 CLEAN-UP 1. All electric control valves shall be the same size and type shown on the Drawings. 3.03 INSTALLATION separate valve box. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed 2. All electric control valves shall have a manual flow adjustment. A. Trenching: I. Flushing of System: from the site,all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to its original condition. 3. Provide and install one control valve box for each electric control valve. - 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary to an even grade. Trenching excavation shall follow layout indicated on the diversion work has been completed, and prior to installation of sprinkler heads,the 3. 09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE M. Control Valve Boxes: Drawings and as noted. control valves shall be opened and full head of water used to flush out the system. ' A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries#910-12B with 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation lines 2. Sprinkler heads shall be installed only after flushing of the system has been at time tractor final observation. Any items deemed not acceptable by the City of Rancho green bolt-down cover or approved equal. Extension sleeve shall be PVC with installed under paving or hardscaping. accomplished to the complete satisfaction of the city of Rancho Cucamonga. Cucamonga shall be reworked to the complete satisfaction of the City of Rancho minimum size of six (6) inches. Cucamonga. 3. Provide for a minimum of twenty-four(24) inches cover for all pressure supply lines J. Sprinkler Heads: 2. Use 9-1/2" x 16" x I V rectangular box for all electric control valves. Carson of three (3) inches or larger in diameter. B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has Industries# 14.19-12B with green bolt-down cover or approved equal. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be received all accessories, charts, record drawings, and equipment as required before final site 4. Provide for a minimum of eighteen(18) inches cover for all pressure supply lines of installed in this work shall be equivalent in all respects to those itemized. observation can occur. 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. two and one half(2'/2") inches or smaller Carson Industries# 608-12 with green flex-lock cover or approved equal. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no 3.10 SITE OBSERVATION SCHEDULE 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. case shall the spacing exceed the maximum recommended by the manufacturer. 4. Use 9-Ir2"x 16" x I V rectangular box for all electric control valves installed within A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance on-grade landscaped areas. Carson Industries # 1419-12B with green bolt-down 6. Provide for a minimum cover of eighteen(18) inches for all control wiring. 3.04 TEMPORARY REPAIRS for the following observation meetings, according to the time indicated: cover or approved equal. 7. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to The City reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in o operating condition. The exercise of this right b the Ci shall not relieve the 1. Pre-Job Conference - 7 days 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on- traffic loads. P 8y n' structure landscaped areas. Carson Industries No. 910-12B with green bolt-down Contractor of his responsibilities under the terms of the guarantee as herein specified. . 2. Pressure supply line installation - 24 hours cover or approved equal. B. Backfilling: 3.05 EXISTING TREES 3. Lateral line and sprinkler installation- 24 hours N: Sprinkler Heads: 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all possible care 1. All sprinkler heads shall be of the same size, type, and deliver the same rate of consisting of earth, loam, sandy clay, sand, or other approved materials, free from to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur 4• Automatic controller installation - 24 hours precipitation with the diameter(or radius)of throw,pressure,and discharge as shown large clods of earth or stones. Backfill shall be mechanically compacted in shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path on the Drawings and/or specified in these special provisions. landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent 5• Control wire installation - 24 hours Backfill will conform to adjacent grades without dips, sunken areas, humps or other scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller 6. Pressure supply line and lateral line testing -48 hours 2. Spray heads shall have a screw adjustment. surface irregularities. than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one(1)inch and larger in diameter shall be painted with two coats 7. Coverage test- 48 hours 3. Riser units shall be fabricated in accordance with the details shown on the drawings. 2. A fine granular material backfill will be initially placed on all lines. No foreign of Tree Seal,or equal. Trenches adjacent to tree should be closed within twenty-four(24)hours; and matter larger than one-half(%) inch in size will be permitted in the initial backfill. where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap 8. Final observation - 7 days 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the or canvas. , sprinkler body. 3. Flooding of trenches will be permitted only with approval of the City of Rancho B. When observations have been conducted other than the City of Rancho Cucamonga, show Cucamonga.' 3.06 FIELD QUALITY CONTROL evidence in writing of when and by whom these observations were made. 5. All sprinkler heads of the same type shall be the same manufacturer. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, A. Adjustment of the System: C. No site observations will continence without "As-Built" record drawings. The contractor 0. Sleeving: lawn, planting, or other construction are necessary, the Contractor shall make all shall not call for a site visit without "As-Built" record drawings, without completing required adjustments without cost to the City. 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance previously noted corrections, or without preparing the system for said visit. 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring and to prevent overspray onto walks, roadways, and buildings as much as possible. shall be Schedule 40 P.V.C. or approved equal. C. Trenching and Backfill Under Paving: 2. If it is determined that adjustments in the irrigation equipment will provide proper i P. Vandal Resistant Controller Enclosure: 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be and more adequate coverage, the Contractor shall make such adjustments prior to installed, shall be backfilled with sand(a layer four(4) inches below the pipe and six planting. Adjustments may also include changes in nozzle sizes and degrees of arc 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and (6)inches above the pipe)and compacted in layers to 95%compaction,using manual as required. Irrigation Detail sheet. or mechanical tamping devices. Trenches for piping shall be compacted to equal the PNDSCqp ! compaction of the existing adjacent undisturbed soil and shall be left in a firm 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten F p g ) 11;� Y �' 9 ,ESCRIP ON OF REVISION SATE PPROVE .2. A backboard shall be secured to the controller enclosure housing to provide a base unyielding condition. All trenches shall be left flush with the adjoining grade. The (10) days after notification by the City. for mounting the automatic sprinkler controller and terminal strip. Contractor shall set in place,cap and pressure test all piping under paving prior to the _ y CITY OF RANCHO C U C A M O N G A paving work. 4. Allsprinkler heads shall be set perpendicular to finished grades unless otherwise u 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt designated on the Drawings. CY PARCEL MAP 9350 receptacle. Metal conduit shall run from the 117 volt supply to the controller 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic VICTORIA VINEYARDS SOUTH housing. All power within the housing shall be properly phased. driving,but where any cutting or breaking of sidewalks and/or concrete is necessary, 5. Rain Bird EFB-CP valves will be set per manufacturers specification so that each it shall be done and replaced by the Contractor as a part of the Contract cost. lateral operates at design pressure. IS> TRAILS TRACTS 13280, 13281 & 13753 4. A terminal strip shall be provided,clearly indicating the proper points of connection Permission to cut or break sidewalks and/or concrete shall be obtained from the City TF Of CA00 (CANDELA DRIVE AND LOTS A & B) of all appropriate wiring (station valves, master valve, common, central control). of Rancho Cucamonga. No hydraulic driving will be permitted under concrete paving. IRRIGATION SPECIFICATIONS Q. Miscellaneous Irrigation Equipment: PREPARED BY: PREPARED FOR: _ - �"A r E APPROVEiJ BV 3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to �-G2�c� 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation traffic loads. Ci T'� NGWEEP ('�' ACE NCS --1219 5 3I i i equipment. LE, ,h �.. ... K R jM a.i.c. DESIGN GROUP, INC. D. Assemblies: J Y LYON P1 ANMTW(; ,"t.►NOIf(♦R♦RC"I7T[ll Rt 2. All miscellaneous irrigation equipment shall be as specified or approved equal. DESIGN GROUP, INC. ""- S`'E E T 1. Routing of sprinkler irrigation lines as indicated on the Drawings is dia rammatic. LF: �yy`v g g g /��l K,� A.I.C. JOB NO 504 10 Install lines(and various assemblies) in such a manner as to conform with the details ! PLANNING AND LANDSCSPF. �RCHITEC"fl'RE eWILLIAM LYON n -2B of 27 27ZM LAS RAM{LAS,SUITE 2St. MINS10%%IFJO.CA •2691 ,114,V2}SI• Y , in the Drawings. ia40 ARCH1sAlo su1TtE 8 RAIICMO CUCA1dONGA, CALWOR111A 91730 A.1.C• DATE '- � L SHEET NO. OF_!tz_ 1 1 LANDSCAPE SPECIFICATIONS PLANTING LEGENDS city of rancho cucamon$a STANDARD TREES:DRAWING WING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT 12. ALL TREES SHALL BE PLANTED A MINIMUM OF 3'�0" FROM WALLS, BUILDINGS, SYMBOLE BOTANICAL NAME COM1�IfON NAME SIZE OU ITY 1. THE FOLLOWING Q V AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR WALLS, AND GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE PLANTED BUILDING LAWS. IN SMALL AREAS SHALL BE CENTERED IN PLANTING AREA. KB KOELREUTERIA BIPINNATA CHINESE FLAME TREE 24" BOX @ L) 20' O.C. MIN. , 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURMSHING OF ALL LABOR, 13. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE AND QUALITY. ALL BOXED TREES SHALL BE TAGGED BY LANDSCAPE ARCHITECT. • EN EUCALYPTUS NICHOLII NICHOL'S WILLOW- 5 GAL. @ SIDE wALN J LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. LEAFED PEPPERMINT 12' O.C. MIN. , I�EY s.i.. 14. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "NINES NURSERY" ° ° C.�- S ARE APPROXIMATE. BEFORE STANDARDS FOR SIZE AND UALITY. ES EUCALYPTUS SIDEROXYLON RED IRONBARK 5 GAL. @ r+;^ DIMENSIONS ON DRAWING � 3. ALL SCALED Dt Q 15' 0.C. MIN. AIR L CUTTER PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK 0 a' to'-' r AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE 15. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. CONTRACTOR PRIOR TO INSTALLATION. LI LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL.@ LAVENDER, DARK PINK--& _ 15' O.C. MIN. PINK AS NOTED ON PLAN SIDEWALK 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .10 FOOT 16. ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 90° FN S.L. ._ ��°,� OF FIN1SIiED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE TYPICAL UNLESS SPECIFICALLY CALLED OUT. -LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL.@ FALL COLOR 4 M" A�An' ° ° e,. ° TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE 'PALO ALTO' 15' 1 MIN. _ RB B 01 CITY INSPECTOR AND THE LANDSCAPE ARCHITECT. 17. CONCRETE MOWSTRIPS FOR ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR MANNER WITH A MINIMUM RADIUS OF 3' TYPICAL. PA PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX @ MATCHED STANDARDS ' - * tttDiEttDRotaso 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, 20' O.C. MIN. 6' BRANCHING HT. sTMucTulE MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE 18. ALL VINES SHALL BE REMOVED FROM THEIR STAKES AND TRAINED ON WALL TIMNMM ..�, AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER OR FENCE PER DETAIL. • PC PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL.@ NATES ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER 12' O.C. MIN. CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED 19. ALL STREET TREES SHALL BE ADJUSTED TO FIT WITH FINAL STREET LIGHT AND MG MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 24" BOX @ I See tree list for proper spacing. TO DRAIN AWAY FROM WALM. DRIVEWAY LOCATIONS. SHRUBS: 'MAJESTIC BEAUTY' 20' O.C. MIN. 6. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED 20• ALL VINES IN TURF AREAS SHALL BE INSTALLED IN CONCRETE VINE COLLARS M M BOTANICAL NAME CO N NAME SIZE BKS QUANTITY SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER SHOULD • TREE_ PLACEMENT A BE REMOVED TO A MINIMUM OF SIX INCH DEPTH. PER DETAIL. - ' 21. MAINTENANCE SHALL BEGIN WHEN THE CITY INSPECTOR OR HIS AG ABELIA GRANDIFLORA EDWARD GOUCHER 1 GAL.- @ PINK FLOWERS 7. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS ARE FOR BID REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE ABELIA 3'O/C NOTE: COMPARISON PURPOSES ONLY. FINAL SOIL AMENDMENTS AND FERTILIZER SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS ' 1. STAKE TREE PERPENDICULAR TO PREVAILING FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE LATEST SGILS AND SHALL TERMINATE UPON -ACCEPTANCE BY THE CITY OF RANCHO AA AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. @ BLUE FLOWERS WIND. REPORT. CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, •` 18" O/C 2. PLACE •GROW•►OWER• TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING OBSERVATION PURPOSES. TO THE EXTENT FEASIBLE ALL AREAS . TO BE LANDSCAPED SHOULD BE CROSSRIPPED OR OTHERWISE TILLED TO A DEPTH OF 9 - 12 INCHES. NO AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND HS HEMEROCALLIS SPP DAYLILY 1 GAL. @ YELLOW FLOWERS _ TOP Of STAKES CROSSRIPPING SHALL BE UNDERTAKEN IN SLOPE AREAS OF 3:1 OR GREATER. UPKEEP. 18" 0.0 IN ADDITION, ALL ROCKY MATERIAL IN EXCESS OF 1 INCH IN DIAMETER SHOULD MAIN TRURRFINAL APPROVAL' AND ACCEPTANCE OF WORK .WILL BE GIVEN AT THE END OF MB MORAEA BICOLOR FORTNIGHT LILY 1 GAL. @ PURPLE FLOWERS 2 GtNCH TteS QT BE REMOVED TO A MINIMUM 6 INCH DEPTH. THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN 18"O/C •V1T• TR 1) PER SPECIFICATIONS (2) T CED 12• APART FOR CITY v2 _ocA-TtoN S FOR TURF AND GROUNDCOVER PLANTING THE FOLLOWING AMENDMENTS 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTA STR CES T Iz MAX]" aP244n ���T SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO CITY OF R.C. RESERVES THE OPTION TO EXTEND THE MAINTENA °°�°°s°°�°°o°° MP MYOPORUM PARViFOLiUM MYOPORUNI i GAL. @ WHITE FLOWERS °ooao° PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT °°° °°° °°° °°° °° 5' O/C A 4 - 6 INCH DEPTH BY_ MEANS OF ROTOTILLER OR EQUAL: AMOUNT PER 1.000 S.F. IS DETERMINED THAT FURTHER MAINTENANCE IS REQUIRED TO PROVIDE APPROVED TREE STAKES 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED - (2) PER SPECIFICATIONS COVERAGE REQUIRED. @ ARBOR GUARD IN TURF OEAS FROM REDWOOD, OR CEDAR SAWDUST PF PHOTINIA F'RASERI PHOTINIA 5 GAL. WHITE FLOWERS B' DIA. PVC PERFORATED PIPE - FILL WITH 15 LBS. 12-12-12 COMMERCIAL FERTILIZER 5' 0/C li WASHED CRUSHED AGGREGATE BASE FULL LENGTH OF PIPE (LOCATE IS- FROM TRUNK) 3• BERN TO FORM DEPRESSED WATERING THE PLANTING PIPIS FOR CONTAINER GROWN TREES AND SHRUBS SHALL BE 22. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF 11 1111 1 PV PITTOSPORUM TOBIRA VARIEGATED 5 GAL. @ BASIN FOR GROUND COVER AREAS EXCAVATED TWICE THE DUMETER AND ONE AND ONE-HALF TIMES THE DEPTH ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD VARIEGATA PITTOSPORUM 5' O.0 =z2" YH1C1C CHTPPER MULCM OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED WITHOUT OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. - ll111 AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL GUARANTEE PERIOD FOR CONTAINER MAETION TERIAL SHALL BEGIN AT COMPLRP RAPHIOLEPIS 'PINKIE' INDIA HAWTHORN 1 GAL. @ PINK FLOWERS ;?_ _;' =CONTAINER ROOT BALL MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING OF MAINTENANCE PERIOD. ' 3' O/C "GROW-POWER' PLANT TABS PER FORMULA: MARUFACTURER'S RECOMENDATIONS ' TJ TRACHELOSPERMLTM STAR JASMINE 1 GAL. @ WHITE FLOWERS i, BACKFILL MIX PER SPECIFICATIONS •j PARTS BY VOLUME ONSITE SCREENED SOIL 23. TURF HYDROSEED MIX: JASMINOIDES 30" O/C NATIVE 30n SEED: 45$ REBEL II FESCUE PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 45$ APACHE FESCUE PLANT PIT TO BE (2) TIMES THE 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX .....-` I ! WIDTH OF THE ROOT BAu L 1z 10$ NEWPORT BLUEGRASS <:. �.....•....,...::: VP VERBENA PERUVIANA 'ST.PAUL PINK' 1 GAL. @ BRIGHT PINK FLOWERS BELOW THE BOTTOM OF THE ROOT 2 LBS. IRON SULFATE PER CU. YD. OF MIX BALL AT APPLICATION RATE 10 LBS. PER 1,000 SQ FT. 3' O/C � THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE. �. � �-h�,-.���. ' XC XYLOSMA CONGESTUM kYLOSMA 1 GAL. II ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER M BINDER SOILS STABILENT 60 GALLONS PER ACRE. @ PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF 5 LBS 150 LBS/ACRE GRO POWER HI-NITROGEN 14-4-9 'COMPACTA' 3'O/C 15 GAL. & 24 BOX TREES B _ _ PER 1000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME WELL ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE DECREASED. 24. GROUNDCOVER HYDROSEED MIX: VINES: SEED: LBS/AC. PURITY GERMINATION ' S. HYDROSEEDING EQUIPMENT GAZANIA SPLENDENS 15 70 % 85 % SYMBOL M BOTANICAI, NAME �ItII�UN NAC SIZE _ �S 4UANTITY 0 �J P e - M AND WITH GAILLARDIA PULCHELLA 3 85 % 80 % 0 0 USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTF IT ALYSSUM 'CARPET OF SNOW' 2 95 % 80 % O O'CONNORS LEGUME 1 98 % 85 % v CC CLYTOSTOMA VIOLET TRUMPET VINE 5 GAL LAVENDER FLOWERS 26 O AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND CALLISTEGIOIDES 0 HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES AND M BINDER SOILS STABILENT 60 GALLONS PER ACRE. Qi CR CAMPSIS RADICANS COMMON TRUMPET 5 GAL. RED FLOWERS 15 GONG, MoW SOLIDS FOR EACH 100 GALLONS OF WATER. 150 LBS /ACRE GRO-POWER HI-NITROGEN 14-4-9 CREEPER 9. HYDROSEEDING FP FICUS PUMILA CREEPING FIG 5 GAL. 167 A. APPLY TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER Q 25. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT- SUCH AS BACKFLOW 'r \ SUB �� � '�-• PREVENTUK AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY Q Q- MULCH. B. BEGIN HYDROSEEDING IMMEDIATELY AFTER 30ILS HAVE BEEN PREPARED LANDSCAPE ARCHITECT AND SCREENED FROM VIEW WITH PLANT MATERIAL. GROUNDCOVER: AND WATERED AS SPECIFIED. C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT THE SITE. MIX 26. ANY TREES WITHIN 3 FEET OF WALLS, WALKS, CURBS T OTHERH ROOT CONTROL WITBOTANICAL NAHE �O�QN NAM SIZE BMWs QUANTITY C1GtK COMPONENTS TO PROVIDE THE APPLICATION RATES SPECIFIED IN NOTES TIALLY ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED - • 23 & 24. APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE CONTAINERS. PRIOR TO BACKFILLING TREE PITS, CONTRACTOR SHALL AND AS APPROVED. HAVE CITY IN DEEP ROOT CONTAINER INSTALLATION. *.,+ ` GAZANIA 'SUNRISE GAZANIA FLATS 8" O.C. 7,326 S.F. p �DYELLOW' I ARCHITECT .1W CITY W�-!'� 10. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE AR27. ALL TREES ARE TO BE LOCATED: TEN FEET FROM ANY LIGHT STANDARD , V . THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST POWER POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE HYDROSEED MIX GROUNDCOVER SEE SPECIFICATIONS 55,020 S.F. REPRESENTATIVE. y,G TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE TIME THE INSPECTION APPROACH, FIRE HYDRANT, OR UNDERGROUND STRUCTURE ( E .G . , CATCH MI 1 1 IS REQUIRED. BASINS, VAULTS) ; AND THREE FEET FROM ANY METER. . _ HYDROSEED IrIIX F SEE SPECIFICATIONS 39,650 S.F. Y 11. ALL TREES SHALL BE STAKED OR GUYED AS REFERENCED AND DETAILED ON SHRUBS @WALK PA@CUL DE SAC THE WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE. `PN )SC,gPF TRIANGULAR SHRUB PLANTING C 15 GAL. TREES: DOUBLE STAKED PER DETAIL. � PeY P. &I, q9�y NOTE: W ._° City Of 1't111Cfi0 cucamon�a STANDARD 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH NATER cc ,1r DRAWING FROM HOSE. DO NOT CRACK ROOT BALL. Ex =i - 7 J ' pr ' EYE BOLTS tfi WIIQE , Fy�< 2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION * t PboLT3 F'L1R1RE 6Ro4JTN44 t i� PURPOSES. Jl4lF O���P �S�'-3�+ HCl - 7 8 r:Y fie`.. SEGLJRE V►F1E T0,14",LL t�5/a1� �GOLTS ,� C�I�-'�' ���/� �' I OF GAIiE r-LEV?TIoN SHIELDS ' J IN L E;xV - A+10 12 e,",�- -� W IRF-. 5�URE VI k11RE WlIA SETAPE. DESCRIPTION OF REVISION DATE PPROVE GK(t`ILL MIS I u• o 001.11i sTAxINc . s AN F BERM TO FORM DEPRESSED V. Itwist brace. flanges SCBEWEO To .2 GIA -n WATERING BASIN M,I1IF 7cjq9� CITY O F RANCHO CUCAMONGA CQ -. HFCvLL4pIPL- RuEMs 1N nstakes with 9WV. SCREWS 2 -oCA"floA14 al Tdw Ap�, CNI.Y GF-F- T-AliA rE&s TO 2• dl.. W96004 pine stakes a• " (2) APA'¢-T --1I1 - _ CID _ with wood preservative stain, stake a ■k,iNhrn II _ _ flu? s PARCEL MAP 9350 2• 9AVt6 AFt�OR' Il of Iinto undisturbed soil and allgn stakes � = m a raR05,0I parlI to canter line of street. (use 12 E ' VICTORIA VINEYARDS SOUTH Arrfzo✓KD Is?LJ►L. I stakes for Euc►ai�yyDptYa)lDOa[P�oL[To st TetATto. . /)�►■e�.vi..�N6�►n r!p aO Vw Nowb.W uR To 1Mt >r^7e„P • i1 e. grsve� backfill _ _ "GROW-POWER" PLANT TABS PER TRAILS - TRACTS 13280, 13281 & 13753 _ flnFshed tiro - MANUFACTURER'S RECOMENDATIONS * Ib * - ( ..p rest or squall control pl ter �I, '� BACKFILL MIX PER SPECIFICATIONS �l9 J OPr1�P _ 22 7> where required or pre .. fF Jf cAL�F LANDSCAPE SPECIFICATIONS, LEGEND I� x Off' TrI r L s4`yI � '-' t ' ,- . CONTAINER PLANT ROOT BALL Sec.etr fres of rocks )• In dBs, sx - i n �! _,i k i t 'Illi � _ PREPARED FOR: ETAILS PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL d 12" o 1111DATE �I I' IIj I BELOW THE BOTTOM OF THE ROOT APPROVED BY 2397 TKE RooT 11 0011---- FERTILIZATION t ATl oN BALL CITY ENGINEER DESIGNM RE COMMS NDE L) I� GOO-POWER PLANTING TABLETS NATIVE SOIL P.T.B. (L;�7f = DESIGN GROUP, INC. - LYON O 4 PE.ANMW,AM I.AIVDBCAP'E ARCRIT[�TM RAW N i A ,...�..,...,..,,,..... ,.,° ..,. waN" SHE E 1 t� ROOT CONTROL PLANTER E SHRUB PLANTING F YKeWILLIAM- P.T.B. JOB NO. 504 ,o SP-3 OF 27 WE PLANS _ - _ LYON le"n)6a� CHECKED DRAWING 6540 ARCHIBALD Si • K.E. /g RANCHO CUCAMONGA, CALIFORNIA 91730 88 DATE SHEET NO. �OF A_ . PLANTING SPECIFICATIONS PLANTING LEGENDS . � � � . NOTES: TREES: (� 1. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND PART 1 -GENERAL The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City �4L E� 84T1►L�1I�a►r• ~�!�' COr4lQN NuiE �� BEHAM QI;lI�NTZTY PARALLEL. l 3. STAKE TREE PERPENDICULAR a minimum of seven (7)days prior to the beginning work. KB KOELREUTERIA BIP►NNATA CHINESE FLAME TREE 15 GAL. 4V ' MINTO PREVAILING WIND, 1.01 Scope Of Work: � 35 O.C. ' " 1.07 Guaranties: W E Contractor shall provide all materials, labor and equipment incidental to and necessary for • EN EUCALYPTUS NICHOLI I NICHOL'S WILLOW– 5 GAL. l completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the A. Plant Materials: All trees,shrubs,ground cover,bedding plants and lawn shall be guaranteed LEAFED PEPPERMINT 2a O.C. MIN S Q� Specifications as follows. from date of final acceptance of landscape construction for periods as follows: 0— ES EUCALYPTUS SIDEROXYLON RED IRONBARK 5 GAL. 15' O.C. MIN. TOP TAS POSSIBLE N°AS E 1.02 Standards: Trees 24" box dt larger 1 year TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW Trees 15 al. & smaller- 1 year -- LI LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL.@ LAVENDER, DARK PINK G FLEXING OF THE TREE. BUT g 20' O.C. MIN. PINK AS NOTED ON PLAN NOT SO LOW AS TO LOSE HEAD OF TREE WHERE SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. All work and materials shall comply with governing codes,safety orders,standards,and regulations, Shrubs All sizes 120 days THE HEAD TO DROP. MAIN TRUNK and meet the minimum requirements of the Standard Specifications For Public Works Consvuction Ground Cover 120 days (2) SETS OF CINCH TIES SPACED 24 —LS LIQUIDAMBAR STYRACZFLUA SWEET GUK 15 GAL.@ PALL COLOR APART, ATTACH WITH GALVANIZED (Green Book) latest edition. Bedding Plant 120 days PALO ALTO' 15' O.C. MIN. SCREWS TO 8' LODGE POLES. 120 da $ Y DW. LODGE POLE PINE STAKES Lawn(sod) y w MATCHED STANDARDS 12' MAX. WITH WOOD PRESERVATIVE STAIN, 1.03 Quality Assurance: Lawn(seed) 120 days from first mowing PA PLATANUS ACERIFOLIA LONDON PLANE TREE 24 BOX Q DRIVE A MINIMUM OF Ir INTO 20' O.C. MIN. 6' BRANCHING HT. UNDISTURBED SOIL AND POSITION STAKES OUTSIDE ROOT BALL. ARBOR GUARD IN TURF AREAS AND period. Landscape Contractor sreplace-and 25' O.C. MINN. A. All Contractors performing Site Development work,must be licensed in accordince with the Guarantees begin after the project acceptance by City and at the end of the 180-day PC PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL. FRONT YARDS, laws of the State of California. maintenance hall ld plant all materials which have died • TOP OF ROOTBALL TO EXTEND7 Pe _ ABOVE FINISH GRADE. within the time span stated above,at no cost and within 5 days from receiving written notice from MG MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 24* BOX TIGHTLY COMPACTED r BERM TO FORM B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors the Landscape Architect or City. If dead material is not replaced and planted within the 5 day ST. MARY' 20' 0-C. MIK GROUND COVER INSTALLATIONIN FOR S.uLOCA E and Material Suppliers expected to be employed durin the course of construction. Ci may replace dead material with new material anANDd charge the Landscape Contractor for SHRUBS: OUTSIDE OF PLANT PIT. BERMS IN TURF PP P� g Pence City Y P I= ROTAXIC L pAM3 C9RE3,ARKS QQ Z3'L AREAS TO BE REMOVED PRIOR TO CITY all expenses Incurred. ACCEPTANCE. ' C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course of the Construction Contract. The amount of insurance shall be B. Construction Materials: The contractor shall guarantee all workmanship and materials for • :-_•:•: AG ABELIA GRANDIFLORA EDWARD GOUCHER 5 GAL. It PINK FLOWERS �I determined by City. all site development, for a period of one year from date of final acceptance of project. ABELIA W-0/c the Contractor shall the Land Architect 1.08 Material and Labor Releases: • ' AA AGAPANTHUS AFRICANUS LILY OF THE NILE 5 GAL. 0 BLUE FLOWERS 1_ D. Prior to start of site development work, notify scape 2#' O/C j0°T BAu 11_ NATIVE BACKFILL WITH NO and City to give starting and completion dates. Contractor shall also supply the Landscape _ _ ROCKS GREATER THAN r DIA. �, telephone perms charge Upon p prey City, signed p HS HEMEROCALLIS SPP DAYLILY 1 GAL. 8 YELLOW FLOWERS ): Architect and Ci with the name and tel hone number of the n in c of the work. U n Com lotion of the work,the Contractor shall crit to the Ci si ed co les o a an IdI 1i I aI ._II I I __ materials releases for all work performed under Site Development is, O•C i NATIVE SOIL UNDISTURBED 1.04 Responsibilities and Coordination: Ka MORII.EA BICOLOR FORTNIGHT LILY S GAL. a PURPLE FLOWERS 1.09 Disvosal and Clean-up: Y -t=`=" I TWICE Roo' BALL W?M _I A. Permits: The Contractor shall obtain and pay for all permits and inspections required by Y 3' O/C r governing authorities for the work to be ormed. Remove all waste materials includin excavated material classified as unacceptable soil material), _.= «. K i.»_ FLOWERS g g P C g ePffi =. .R.�,.?�,�. MP MYOPORUM PARVIFOLIUM MYOPORUM 5 GAL. g WHITE - - - trash and debris generated or encountered during the course of landscape construction, and legally 5' O/C 15 GAL. & 2411 BOX TREE A B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on dispose of it. During the course of the work, remove surplus materials from the site and leave :. the plans at the site prior to commencement of any work under this contract. The Contractor premises in a neat and clean condition. Clean up and remove all remaining debris and surplus P PHOTINZA FRA$ I PHOTINIA @ WHITE FLOWERS _ 1`1 :: f . P ' ' 5' O/C shall verify the location and depth of all underground utilities prior to start of work. materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned upon the request of the inspector. HIM PV PITTOSPORUM TOBIRA VARIEGATED 5 GAL. I C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all VARIEGATA PITTOSPORUM 5' O.0 temporary utilities such as water, electrical power and gas as required by him for the PART 2-EXEC PILAR FLOWERS RP RAPHZOLEPIS 'PINKIE' INDIA HAWTHORN 5 GAL. a TIGHTLY COMPACTED r BERM TO FORM construction of the project Temporary services shall be coordinated with the City and other 31 O/C DEPRESSED WATERING BASIN. contractors on the job site. 2.01 Protection: TOP OF ROOTBALL TO 4• WOOD CHIP MULCH. Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be " '`''' ':h li,, TJ TRACHELOSPERMJM STAR JASMINE 1 GAL. a WHITE FLOWERS EXTEND 7 ABOVE v FINISH GRADE D. Survey, Reference Points,and Elevatiorm The Contractor is responsible for establishing all allowed to dry out Bare root stock shall be separated and heeled-in, in most earth or other suitable JASMINoiDEs 30" O/C I surveys, reference points and elevations required him, and shown on lanai for proper material until planting. Balled and burls plants shall have root ball covered with moist sawdust, y , po toga by P P P� P & PPS P VP VERBENA PERWIANA 'ST.PAUL PINK' 1 GAL. ! BRIGHT PINK FLOWERS execution of site construction. wood chips or other suitable material until planting. 3' O/C I • -1 I I-1_IL I III-1 I I—III I I 1 E. Traffic: The Contractor is responsible far all temporary traffic barriers and detours required 2.02 Installation: T �; ::-.: XC XYLOS11tA CONGEST[TM XYLOSMA S GAL. e I.I I I I IE]I E l I I- by him for the construction of the project All temporary traffic barriers and detours shall 'COMPACTA' S'O/C ROOT &ALL III I MIF-I conform to all conditions required by the City or governing authorities. Detailed layout of plants within the planting areas shall be performed by Contractor and approved =1 I —I I by the Landscape Architect and City prior to planting. I PLANT PIT TO BE (2) TIMES THE VINES: -1 11=I hI=1 11=1 I I-1 I�I I�I I I I 1=1 I I WIDTH OF THE ROOT BALL. 1.05 Defective and Unauthorized Work: . Soil excavated from planting holes shall be amended to backfill around-trees and shrubs using the 3XK90L_ LLM 1QALL_NAMZ CO MON HAIL RTZIF _ REMARKS QUA TITZ All work which is determined by inspection to be defective in its construction or deficient in any of following mixture: — II 11, II I II !III II I II I II I — I I II the requirements of the plans and specifications,shall be remedied or removed, and replaced by the Native On-Site Soil with rock no greater than 3" in diameter ♦ CC CLYTOSTOMA VIOLET TRUMPET VINE 5 GAL LAVENDER FLOWERS 26 NATIVE BACKFILL WITH No Contractor at his own expense in a manner acceptable to the Landscape Architect and City. CALLISTEGIOIDES ROCKS GREATER THAN r Gro Power Plus, 5-3-1 15 lbs/cy DIAMETER. UNDISTURBED NATIVE solL 1.06 Inspections: Iran Sulfate 2 lbs/cy Q CR CAMPSIS RADICANS COMMON TRUMPET 5 GAL. RED FLOWERS 15 CREEPER City and The Contractor shall aarrange for inspections by notifying the Landscape Architect, (To be used for bidding purposes only,verify with Agronomic Soils Test.) �� ® PT PARTI�NOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 43 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL Roots AT EDGE governing authorities,24 hours prior to time of inspection,unless othemrise noted Inspections shall OF ROOT BALL. DO NOT CRACK ROOT BALL be as listed below, but not necessarily in this order. Only the inspection pertaining to the project After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow scope of work will apply: thorough water-in and establishment GROUNDCOVER: CONTAINER 1 AINEfI PLAN•'1 ING B Rough Grading. Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Wr�CAL N� �gIM rya 9 gACB S�1 ITY V Drain Lines and Catch Basins Berms in-turf areas to be removed prior to City acceptance. Irrigations (main line pressure, coverage dt system operations test). »� il Preparation and Finish Grading. y GAZANIA 'SUNRISE GAZANZA FLATS 8" O.C. 26 R So (CONTf4oED ON SHEET SP-4 }- Y ELLOW• 7: STORM DRAIN/UNDERGROUND Plant Material (delivery dt placement). UTILITIESBCR Substantial Completion Inspection(at completion of landscape improvements) -7 Days. BARK MULCH SEE SPECIFICATIONS 55.020S.F. Final Inspection (after maintenance period)- 7 days. i HYDROSEED MIX TURF I I SES SPECIFICATIONS 39.650 S.F BONSAI DOUBLE DWARF FESCUE W UTILITY AT APPLICATION RATE -10 LBS. 'PER 1 ,000 SQ FT. SIDEWALK Z 0 L I S.L. _ _ __ CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE. = I o M BINDER SOILS STABILENT 60 GALLONS PER ACRE. 150 LBS/ACRE GRO POWER HI-NITROGEN 14-4-9 ~ METER 10' S' 1 ONE HALF OF SPACING CURB AND GUTTER �I REQUIREMENT * MIN. MIN. �\ \\ LIMIT OF PLANTER AREA r _ _ W SIDEWALK Z FH DRIVE S.L. �o M� _ Q I APPROACH _J0 0 9i I� CURB AND GUTTER 5' 5' 5' 10' 10' JQv A, MIN. MIN. DE RIFT N F REVISION DAT PPR VE IN. MIN. UNDERGROUND P STRUCTURE Ng. EUA ' CITY OF RANCHO CUCAMONGA CATCH BASIN CY TRANSFORMER VAULT. PARCEL MAP 9350 NOTES: VICTORIA VINEYARDS SOUTH � 1 �k 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER TRAILS • TRACTS 13280. 13281 & 13753 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT Uj4T p\y\P CRITERIA AS APPROVED BY TRAFFIC ENGINEER. NOTE: 3, AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st 1. ALL SHRUBS AND GROUND COVER TO BE PUNTED AT EQUAL �� CRI�F �tlVEat�L�T , $� B PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON t �A, LEGEND FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND PIANS: SEE LEGEND FOR SPACING REQUIREMENTS. PL�.!'�N�' � ���� ��� 4. MAINTAIN 5 FEET 0 FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR I OWNED WATER do SEWER LATERAL LINES. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER PREPARED BY: PREPARED FOR. _ _ TREES SHALL NOT BE LOCATED ON PROPERTY LINES. SHALL BE PLANTED AT ONE—HALF THE DESIGNATED SPACING / f ,/ DATE 5. E L FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. APPROVED BY / fIfiC(J q C ENO - 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ITV ENGINEERLI�A�44 _ 28953 ENGINEERING DIVISION. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES - PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE DESIGN Rim REI,UM�.� Nl Ev 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY LEGEND ARE ESTIMATES ONLY. D D j�1�,1 RJM DESIGN GROUP, INC. �_y�•f` LYO .. �.. T�/� STANDARD PLANS. ZZ2 DESIGN GROUP, INC. DRAWN .��.......,.......� ..,..,. _,. SHEE T C SHRUB/GROUNDC©VER SPAC D R JOB NO. 504- IO 3q 27 PLANNING AND LANDSCAPE ARCHITECTURE _ TREE .PLACEMENT � LYON Kmfta °F r RAW ING Nle. _. ---- -:_, - .. __ -. 272E5 LAS RAMSLAS,SUITE 2Sl,MISSION VIEJO.CA.12NI(7111 St1.731� NE.,K E D D 6840 ARCMIIEALD SUITS 6R� I2°I9 ' L 11AWCMO CUCAMONGA. CALWO*NIA 111730 DATE SHEET NO. 0E_9__� CONCRETE SPECIFICATIONS PART 3 - SOIL PREPARATION AND FINISH GRADING I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first 6.07 Weed Eradication: PART I GENERAL established and allow at least 7 calendar days prior to installation of said lawns or ground 3.01 Scope of Work: cover to provide for thorough watering of trees. All planting holes shall be excavated as, If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting 1.01 Description defined on appropriate details. areas will require control prior to removal, spray these areas per Pest Control Advisor's A. Provide all materials and equipment, and perform all work necessary for and incidental to recommendations. For concrete information refer to the Standard Specifications for Public Works Construction(Green the soil preparation and finish grading of all planting and lawn areas as shown on plans, as 4.03 Soil Amendments: Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400,as well reasonably implied, or as delineated in the specifications. A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious as any other sections related to the installation, per and post installation of concrete work, materials; Soil amendments shall be as recommended in the Agronomic soils report materials from planting areas. labor, and clean-up. The Standard Specifications for Public Works Construction is available from: B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. 4.04 Trees Stakes: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" -2" below BI Building News C. Cleaning and finish grading of planters areas and planting areas. the surface of the soil. Physically remove all weeds from the site. 3055 Overland Avenue Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for fiuther Los Angeles, CA 90034 3.02 Topsoil: information. PART 7 - LANDSCAPE MAINTENANCE (310) 202-7775 A. Existing on-site soils listed as 'acceptable' under'Site Grading' specification. PART 5 - GROUND COVER AND BEDDING PLANTS 7.01 Scope of Work: 1.02 Scope B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy 5.01 Scope of Work: Provide all materials, labor and equipment necessary for, or incidental to, performing all Furnish and install all concrete work complete as indicated on the drawings or as specified, textured. Silt plus clay content of this soil shall be no greater than 15% by weight. The maintenance requirements as reasonably implied or as delineated in the specifications including, but including, but not limited to the following: boron content of this soil shall be no greater than 1 part per million as measured on the Provide all materials and equipment and perform all work necessary for and incidental to installing not limited to the following: saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos per all ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the A. Furnish and set all reinforcing steel, bolts, and anchors. i centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be specifications. Maintain all.plants and planted areas. submitted to an agronomic soils testing laboratory, approved by the project Landscape Keep planted areas free of weeds and debris. B. Install all items required by other trades which are to be cast into concrete. Architect for analysis prior to use. Result of testing to be delivered to City for approval. 5.02 Bedding Plants: Prune trees and shrubs. Soil test to include analysis and recommendations. Fertilized all plants and planted areas. C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where applicable. Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of Irrigation. 3.03 Soil Amendments: the species and variety shown on plans. Insecticide spraying. 1.03 Protection All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished 5.03 Ground Cover: 7.02 Fertilizers: All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Barricade shall by the Contractor be placed imediately after concrete finishing. Contractor shall furnish, place and remove all of his Ground Cover. Provide ground cover of the species shown on plans. Ground cover shall be A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power own barricades. Contractor shall be responsible for any damage to new construction and 3.04 Soil Preparation: established and well rooted in flats or similar containers. Controlled Release Nitrogen,as designated herein, or approved substitute as required by the replacement or repair of the work shall be made without added cost to the City. Agronomic soils report. Available from Gro Power(909) 393-3744. All work on irrigation system shall be complete and inspected for recommended approval and, fine 5.04 Mulch: 1.04 Clean-up grading completed, prior to rototilling and prior to soil amendment work. B. Ammonium Sulfate: Granular form containing not less than 21/ nitrogen and 24/ sulfur Mulch: Shall be of compacted wood chip fiber. and shall be registered as an agricultural miner,with the State Department of Agriculture in Upon completion of all concrete work and before final acceptance, the Contractor shall remove all After rough grades have been established, prepare all lawn and planting areas by tilling or cross compliance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. tools, surplus materials, apparatus, debris, etc. from the site and the site shall be left in a clean, neat ripping to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the 5.05 Coordination: condition acceptable to the City. site, except for areas that are to be sodded, in which all rock and debris more than 1" in diameter 7.03 General: shall be removed. A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed, keep plant roots moist and place in a sheltered location protected from Maintenance shall start immediately after landscape irrigation and planting. Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". Water area the sun, wind and other damaging elements. thoroughly after rototilling is complete. Incorporate evenly into the top 4" to 6" the following for Maintain all plants and planted areas on a continuous basis as they are installed during the progress each 1,000 square feet of planting area: B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to of the work, and continue to maintain them until final acceptance of total project. Replace any dead bedding plants and ground cover planting. or dying plants as directed by the Landscape Architect and City representative. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 200 lbs. of Gro-Power or approved equal. 5.06 Installation: A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. The above soil conditioning are minimal qualities only and should be used only for bidding purpose, Plant ground cover and bedding plants in moist soil and space as indicated on plans. Damage to irrigation system resulting from maintenance and equipment and/or maintenance because soil conditions may change drastically from the time these specifications were developed personnel,shall be restored to its original condition at no cost to the City. Failure of any part { to the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. of the irrigation system shall be brought to the attention of the City. No repairs other than soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be Soil moisture shall be such that soil does not crumble when removing plants from container. emergency repairs shall be accomplished without written permission from the City. conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the Pre-construction job conference. Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is intervals not to exceed 10 calendar days. 3.05 Finish Grading: established. Watering shall begin immediately after mulching. (Grading shall accommodate the mulch) The Contractor may elect to remove such concentrations of weeds manually or by an After rototilling operations are complete,grade areas to establish finish grades for planting. All flow approved herbicide program. lines shall be maintained and proper tolerances shall be met after settlement at the end of the project 5.07 Protection: j maintenance period. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and I Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. as may become necessary thereafter by an approved method of pest control,to keep all plants Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. and planted areas free of insects and disease. Method shall be reviewed by the City prior to PART 6 - WEED ABATEMENT any applications. Pest Control shall include Gopher control. I 3.06 Coordination: 6.01 Scope of Work: D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of Weed abatement work shall be coordinated with the installation of the irrigation system rototilling maintenance program and continue to prune plants as directed or as may become necessary and soil amendment work, and planting. (See Weed Abatement section). Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as until the end of the maintenance program. reasonably implied, and as delineated in the specifications. PART 4 - TREES AND SHRUBS Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as 6.02 Quality Assurance: necessary to achieve and overall even appearance. Exterminate gophers and moles; repair 4.01 Scope of Work: damage. A. The Applicator of all weed control materials shall be licensed by the State of California as Provide all material,equipment,and labor necessary to install all trees and shrubs as shown on plans, a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses PART 8 - ACCEPTANCE OF PROJECT as reasonably implied and as delineated in the specifications. that are required. 8.01 General: I 4.02 Products B. All materials and methods must conform to Federal, State, and Local Regulations. A. Nomenclature-Plant names indicated on the drawings conform the "Standard Plant Names" Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas established by the American Joint Committee on Horticulture. Except for names covered 6.03 Submittal: is required prior to final acceptance of the work by the City. The Commencement date for the maintenance .therein,the established custom of the nursery is followed. period shall commence upon written approval for all phases of planting installation by the City Public Works Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. Plants shall be symmetrical, typical for vane and species, sound health Landscape Architect/Ci a list of the weed control materials and quantities per acre intended for use B. condition P Y , typ variety sp y, pe Architect/City q vigorous, free from plant disease, insect pests, or their eggs, and shall have healthy, normal in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control A. Two inspections shall be made that affect the establishment period: The first after all root systems, well-filling their container, buy not to the point of being root bound. Plants Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and plantings have been completely installed in order to approve the beginning of the shall not be pruned at anytime, and in no case shall trees be topped. City data to demonstrate the compatibility of the weed control materials and methods with the establishment period, and the second at the end of the establishment period. If plantings are intended planting and seed varieties present. not acceptable at the end of the 180 da period, due to defective maintenance then continue P YP 1 C. Trees and shrubs shall be growing at a recognized nursery in accordance with good establishment until all work meets with the Specifications and can be approved. horticulture practices and shall be of the size and caliper normally associated with the 6.04 Responsibility and Coordination: container size specified on plans. Removal of all tags, labels, nursery stakes and ties from B. At termination of establishment period all plant material shall be live, healthy, undamaged, all plant material prohibited until the approval of the Landscape Architect or City. A. Landscape Contractor is responsible for the erection of all signs and barriers required to and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory j prevent intrusion into the treated areas and to notify the public. condition before final acceptance of work will be made. All areas shall be neatly raked and �p N0 SC,gp P P Y F P D. All plant material delivered to the site showing signs of damage or disease or is insufficient free of weeds. P. 9;, 9 :F r� :`r i vitt rti a �F in size to carry out the intent of the planting plan will not accepted and will be replaced at B. No material or methods shall affect the landscape planting or hydroseed germination. No Contractor's expense. material or method shall render the job site unusable for more than 10 days from date of CITY O F RANCHO C U C A M O N G A application. c '� E. Sizes of Plants- Shall be as stated on the Plan. Container stock(1-gallon, 5-gallon, and 15- PARCE L 'NAF ��3 5 0 gallon) shall have been grown in containers for at least one (1) year, but not over two (2) 6.05 Non-Selective Herbicides: * VICTORIA VINEYARDS SOUTH ears. J> � Q t ' Y t � TRAILS TRACTS 13280 1381 & , . 7 S 3 53 , Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the 4j£ of ca00P� (CANDELA DRIVE AND LOTS A & B) F. Substitutions - Substitutions for indicated plant material will be permitted provided the Pest Control Advisor) substitute materials area roved in advance b the Ci and are made at no additional cost sub PLANTING AND CONCRETE JJ PP Y City, 1 to the City. Except for authorized variations all substitute plant materials shall conform to 6.06 Selective Herbicides: P NS ty P P the requirements of these specifications. PREPARED BY: PREPARED FOR: - Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest "' t removed from site immediately and Control Advisor " ' '� • '������F t� _ _��� �wr.� .: , �- .:,; �5�� G. Plants Not Approved - Plants not approved are to be y ) replaced with suitable plants. The City reserves the right to reject entire lots of plants E k� represented by defected samples. DESIGN t;ftO['P, !Nl'. R TSI 1 LYON ,..,. . ,�f,�..►! AM.,T[l .. D SI(�N GROG P, INC . H. Stake all trees, as per details immediately after planting to prevent wind damage. rA PLANNING AND LA;VDSC:+,PE ARC1iITE('T•['RF. J, ` SP'4 �� 27 �_ :� ,SL.�SR,MfI.AS.5L,TltSO �Ilw\IOY�ITJO.IA �H1111aSt2171. �J& WILLIAM LION �cm�i�zjl i� ,f - t'L',_, �L) Vt1HYV Nim •+�` a$40 AIICMISALO SUITE • RAMCMO CUCAMOMOA. CALIFORNIA 91 730 +F 12 9 9 -l _ F SHEEP NO. � �F' �� I , SHEET INDEX LANDSCAPE ARCHITECTURAL PLANS COVER SHEET X +_+ CONSTRUCTION- PLAN ( FltFN& WEST) C- 1 . CONSTRUCTION PLAN ( eLLFNA WEST/ Rl F-JA E AST) C-2 CONSTRUCTION PLAN (BASELINE ROAD) C-3 CONSTRUCTION PLAN (BASELINE ROAD-KENYON ROAD) C-4 CONSTRUCTION PLAN (ROCHESTER AVENUE) C-5 IRRIGATION PLAN 1- 1 IRRIGATION PLAN 1-2 ,THE WILLIAM ON COMPANY INCO IRRIGATION PLAN 1-3 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA , CALIFORNIA 91730 (714) 980-2244 IRRIGATION PLAN 1-4 IRRIGATION PLAN 1-5 LANDSCAPE MAINTENANCE DISTRICT NO. 2 TREE,VINE & GROUNDCOVER PLANTING PLAN T- 1 VICINITY MAP GENERAL NOTES TREE,VINE & GROUNDCOVER PLANTING PLAN T-2 i TREENINE & GROUNDCOVER PLANTING PLA _ T-3 1. AN ENCROACHMENT PERMIT , BE OBTAINED FROM THE CITY ENGINEER PRIOR TO TREE,VINE & GROUNDCOVER PLANTING PLAN T-4 COMMENCING ANY WORK. TREE,VINE & GROUNDCOVER PLANTING PLAN T-5 PROJECT SITE 2. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 3. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE t FURNISHED TO THE CITY INSPECTOR AND ALL SUCH RECOMMENDATIONS FROM SUCH A SHRUB PLANTING PLAN S- 1 ,d REPORT SHALL SUPERSEDE SOIL AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. t ' SHRUB PLANTING PLAN S-2 4. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF ONE HUNDRED AND < A EIGHTY (180) DAYS IS REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE SHRUB PLANTING PLAN S-3 CITY. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE.ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS SHRUB PLANTING PLAN S-4 HghfandAve. 4Q' AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SHRUB PLANTING PLAN S`5 PACIFIC SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE. COMMENCEMENT DATE FOR THE Naalinand. MAINTENANCE PRIOR SHALL BE APPROVED IN WRITING BY THE CITY INSPECTOR ) qO. MAINTENANCE ERIOD SHALL BE ADEQUATE TO VERIFY PLANT CHARACTERISTICS AND ESTABLISHMENT. • 5. ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH CONTROLLER. CONTROLLER CHART CONSTRUCTION DETAILS D- 1 Foothtl ewe. SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW AND SHALL SHOW THE IRRIGATION DETAILS & LEGEND D-2 ypv ; LSIFRE AREA COVERED BY THE AUTOMATIC CONTROLLER. THE CHART IS TO BE A REDUCEDDRAWING OF THE ACTUAL AS-BUILT SYSTEM. HOWEVER, IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO i '2 0 A SIZE THAT WILL BE READABLE WHEN REDUCED. THE CHART SHALL BE A BLACKLINEIRRIGATION SPECIFICATIONS SP- 1 cu = PRINT, AND A DIFFERENT COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE FORs EACH STATION. WHEN COMPLETED AND APPROVED BY THE PUBLIC WORKS INSPECTOR, THEIRRIGATION SPECIFICATIONS SP-2 - CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF 20 MIL. THICK. THE CHART SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE. THESE CHARTS MUST BE COMPLETED AND IN PLACE LANDSCAPE SPECIFICATIONS, LEGEND & DETAILS SP-3 PRIOR TO FINAL ACCEPTANCE BY THE CITY. BERNARDINEWAY 1 - 10 rr n I 6. 8 WIDE X 6 DEEP CONCRETE MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL T SHRUB/GROUND COVER AREAS AND TURF AREAS. MOWSTRIPS SHALL ALSO BE PROVIDED BENEATH METAL FENCING AND WHERE CITY MAINTAINED AREAS ARE ADJACENT TO NO SCALE PRIVATELY MAINTAINED AREAS. 7. SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS B" TvE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAI, .,.. AS APPROVED _ CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 8. APPLICATION OF -ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. PLANS P BY : - ----- -----.... 9. ANY TREE WITHIN 5 FEET OF WALLS, WALKS, CURBS OR OTHER O _ DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL BARRIERS. PRIOR TO BACKFILLING TREE(S) PLANTINGS, CONTRACTOR SHALL HAVE CITY INSPECT ROOT BARRIER INSTALLATION. T 10. NO TREES SHALL BE PLANTED WITHIN 3 FEElf OF CURBS. ) DESIGN GROUP, INC, SEE SHEETS C-4, I-4, T-4, S-4 11. ALL TREES ARE TO BE LOCATED TEN FEET FORM ANY STREET LIGHT, POWER POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE APPROACH, FIRE HYDRANT, PLANNING AND LANDSCAPE ARCHITECTURE UNDERGROUND STRUCTURE (I.E. , CATCH BASINS, VAULTS) , AND SEWER LATERAL OR 27265 LAS RAMs1.AS,SUITE 25(1,MISSION YIFJO,LA.92691(714)582-7516 _ �f SEE SHEETS C-1, I-1, SEE SHEETS C-5 I-5, CLEAN-OUT; AND THREE FEET FORM ANY WATER METER OR SEWER LINE. C-5, `J- T-1, S-� T-5, S-5 12. GRADING STANDARDS FOR CITY MAINTAINED AREAS SHALL BE: - t SIDEWALK MAXIMUM 8.3$ MORSE CONSULTING GROUP Q� / MAXIMUM SLOPES IN TURF AREAS 5:1 PLA WN7N'C0�0L )WX4;CAP£ * MAXIMUM SLOPES IN GROUND COVER BETWEEN SIDEWALK AND CUR'= 4:1 .eW WVW*BOUEVARD.wrt 8201 MAXIMUM SLOPES IN GROUND COVER AREAS BEHIND SIDEWALK 3:1 RIYPE.CA11i 73071 92)111299 (714)7307117 SOUTHERN PACIFIC RAILR - - ASST_ 1 s3 FUTURE - PLAN CHECK SURMII IAPB - LANDSCAPE QUANTITIES PARK = SUBMITTED DEPARTMENT RETURNED APPROVED LICA MO y 1 ,A QST BASELINE ROAD G . t. p _ ?: E BS` AL 0 1 GAL 7249 ,- 71 S.F.F 5 G 7 , GROUNDCOVER AREA 58.914 S.F. S' 15 GAL. 151 5 GAL. 3299 ACT 1 2 24" BOX 200 PLENA WEST E - (BASELINE ROAD TO KENYON WAY) p -I 5 ,r TURF AREA 27,729 S.F. TREES 5 GAL. 67 SHRUBS 1 GAL. 3371 r ` � �._-- - ""' " � •�• � � n..r DESCRIPTION OF REVISION DATE PPR VE NO SCALE _._ GROUNDCOVER AREA 29,412 S.F. 15 GAL. 59 5 GAL. 235 ;.,Z., ... 24" BOX 42 p , p CITY OF RANCHO CUCAMONGA SEE SHEETS C-3, 1-3, T-3, S-3 SEE SHEETS C-4, 1-4, EUEN� EAST - T-4, S-4 (KENYON WAY TO BASELINE) � PARCEL MAP 9350 E- VICTORIA VINEYARDS SOUTH TURF AREA 26,609 S.F. TREES 5 GAL. 53 SHRUBS 1 GAL. 1658 "'� "" STREETSCAPE SEE SHEETS C-2, 1-2, GROUNDCOVER AREA 19,440 S.F. 15 GAL. 26 5 GAL. 175 U T-2, S-2 24" Box 1 a ROCHESTER AVENUE (WEST SIDE ONLY) COVER SHEET TURF AREA 7,380 S.F. TREES 5 GAL 0 SHRUBS 1 GAL. 1392 ATE GROUNDCOVER AREA 17,856 S.F. 15 GAL. 82 5 GAL. 330 APPROVED BY 22397 24" BOX 10 a ITY ENGINEER R.C.E. NO. DESIGN ' " '` " RJM Fi MM tJ )ED KENYON WAY L.M.W. DESIGN GROUP, INC. {WEST SIDE ONLY) PLAN`°M AM WND5C'P` 'U � �..�. .., . ...„�.a«� SHEET DRAWN JOB NO. 504-08 RFE I SCAPE P M 9350 Ly TURF AREA 4,838 S.F. TREES 5 GAL. 28 SHRUBS 1 GAL. 494 L.M.W. X OF 26 GROUNDCOVER AREA 4,446 S.F. 15 GAL. 2 5 GAL. 40 ,�+ CHECKED CSS DRAWING NO 24" BOX 0 K.D.E. 112-20-88 DATE . - • SHLL-1 NU_"-'0E- �`'- cow., MUWc�1� p @ FUTURE MH Cr'1 )I✓r41 _Y I-IN� TyF.� TRACT 13753 CONSTRUCTION LEGEND 496' HT. SLUMP BLOCK WALL. SLUMP BLOCK RETAINING A G W LL, WEST ' SEE GRADING PLAN. f CONCRETE WALK. 'G Q �� 6" WIDE CONCRETE MOW STRIP.. -- - - �'-QIP �1 - LIGHT FIXTURE, SEE NOTE. _ _I t W 1 ........o......... WROUGHT IRON FENCE OVER LOW Z \ •• BLOCK WALL WITH COLUMN. ui ••-•••••••••••••••• 8" WIDE CONCRETE MOW STRIP. _ Q ti co MATCHLINE - EE BASELINE ROAD, SHEET C-3 ` .. ,1 .. .. �.. .. ___ _ - NOTE: SEE STREET IMPROVEMENT PLANS FOR GRADING -T`fP GPS AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL TRACT 13280 �,06"Li LT`- d 7"Vt-bU`- -=� To I� �� LIGHT FIXTURE - SYLVANIA "ALLEY KAT" 70 WATT _, IS -o / 0- o11 HIGH PRESSURE SODIUM FIXTURE MOUNTED ON 3 1 s►,aP r 1P � VG�IF-iffD IN r- ; L � MIS' ANODIZED POLE TO MATCH FIXTURE. MOUNTING HT. � 10'-0', SPACING 80'-0" OR AS SHOWN. SEL DETA1 L5 1 • Pt H, SHEET d-I. t ; SEE ENGINEER'S GRADING PLANS FOR-LOCATION', CONSTRUCTION & QUANTITIES OF ALL WALLS. LOC,A�T W�L-I, A•1 �"Op 0r 51,0pr or v- 011 ' •'••.• MIN, tl; ;M f3�K O1= WALK ; W!c1-I, Jr; M \ INSTJ�c�L�� R- Y TFA-I 1 �r �INr�' rL-A-N5 rot ?- TP�AcT 1 = 2(b0. 1 &'- oil UI>�Cl.� � T7s� o� �Lap� olz � oiI •.•••.......,,•• .�� MIN, rF-OM SCK OI: WALK rO K: •••. INST�rLt�t� �3Y DekCT .. ..... ••.....•• o., �.IMI� �l-�k Got.�l l"�� (�/ ����� Gr��bII��CG p�NS � O� TGT I '�7 5 3. �. t1�; >°L�.�1 C. )�� ,a�T ; Cal 14r, ��UMp OI.oCK WALT, DT .iiNUMr� C: SHAT I��2Dp r Y LINA , - yF, NORTH low Novo AT CHLINE B SEE BELOW 3. I SL oej�, Pp x. TRACT 13753 L_oCATt� WAU, A1' Tor Or- SVRF 09 GI-011 1% y�1��T I f`�N LENGE av��Z MIN, :�uM r3AC K Cr- WAI-K To p5f N�Tk4,13p 3Y T�Ae_T �U1L 6vlz . - � - AFF �N P1,ANcD r-olZ 1'gA-cT 1 ,;>-75-3 , ♦O - �ti I , CA- _ - FLEEN �2> o% - A W/ES �' ♦tip 1 - 4 d �wu) G1-011 - V, CONC, Mdwl:T;mlp TYP, , I_ II E�I_pl� v -oil 1'Y p. a TYI? SCALE: 1 '1 = 30' � OI G1 Hr, SLOIMp I-I.O`K WA-ctt CONC. MOWTr-�Ip TYR n �_ u CAc5 PF1 _ t-_ r � � � TRACT 13280 � c�;T5' Wtk�� A-r rop oK e)L opt or-e a . r-t,20 I�cCK Dr WA (/JAL, / TO Iii DESCRIPTION OF REVISION DATE PPROVE MIN '51( 1-r�cC"r p'U I L��� � 5E� LANDSCAp KEY ��; � ���NS �ot� fi"r�cr � ��L�o. �Qt ,,MuEr,,�c CITY OF RANCHO CUCAMONGA MAP PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD c VICTORIA VINEYARDS SOUTH : ; * STREETSCAPE • ACT. 1 53 FUTURE ELLENA_ WEST PARK :;= - _ �� GAi1ro�N CONSTRUCTION PLAN PREPARED BY: PREPARED FOR: ISA EAST .` < EI,t,ENa FS� - W APPROVED BY DATE 3 CITY ENGINEER 22397 DESIGN RJM - k1Lk_UMMENUEG = - RJM P.T.B. DESIGN GROUP, INC. tc 1 z LYO _ _- _ DESIGN GROUP INC. N - DRAWN ":. � ,��."°m` ',` ` SHEEN 0 PLANNING AND LANDSCAPE ARCHITECTURE XeWILLIAML M W X06 NO. 504-08C-1 26 27295 LAS RAMSLAS.SUITE 250,MISSION VIFJO.CA.92691(714)552-7516 LYON OF BA ' CHECKED DRAWING NO. - 8540 ARCHIOALD SUITE • NO SCALE RANCHO CUCAMONGA• CALWORNIA 91730 12-20-88) DAT E �' '" S=T CONC. MOWC-TrJp, T-yr. �1_0�l (;.-1 HT- SILUMr IaL-OCK. ViA-L Q COW. MOWSTtzIP TYf? :: TRACT 13753 Zi PARK SITE O i I >- -a z �ocAT � �I�:I�- �r -roe OF sl-op� o� G'—C)" w M I N• �t��M ��_K, Or w� K) W� _� ro 15� ° M I N T 1-1-E P C3Y T�-r 13 U I�_P . `;F ATCHLINE SEE KENY - - m \ _ �4 7 O p.� ♦,, C/ v I 0 cs .: ♦�� . ... .. ... .... � WEST - • - �z� -o' - - _ -- - + _ . - --- --- ST - � • ; LL 4-I- U �- c.) O •• 11 ��` , ° crW -fir •.•• R_�4 ••••..... R=3o 4 I l?) o vy S'-olI i"01lryp u" z �� 81• Nom, MATCHLINE - LAND C P PLANS TRACT 1 �— ` - SE 3 80 �TRAILS TRACT 13280 MIN, r-rr<-)M r5)ACK 0r- WALK, WA -I- TC �3E�i ti I u �r�C�IN� �N� f✓C�t� T��'r I3��� . T Yp. W A.L L_ k1 1-() MIDI, �r�M cLK 01; WAL-K , WAS I_ =� Y T � 1 -`•1 iIC.C� � � NOTE: LIGHT FIXTURE - SYLVANIA 'ALLEY KAT" 70 WATT - TRACT 13281 HIGH PRESSURE SODIUM FIXTURE MOUNTED ON % ANODIZED POLE TO MATCH FIXTURE. MOUNTING Hl'. 10'-0', SPACING 80'-0' OR AS SHOWN. SEE pETAI L• _ o n v F L u t^! �►-u G K. h1 L 1 D It H, SSI IF-F-T D-I. w/ cc�uMN , CONSTRUCTION LEGEND i _ ' ,--• ri—�• � - 6' HT. SLUMP BLOCK WALL. O ' SLUMP BLOCK RETAINING WALL; C6 SEE GRADING PLAN. EAST •� cn CONCRETE WALK. -I w t9� = 6" WIDE CONCRETE MOW- STRIP. cn • LIGHT FIXTURE, SEE NOTE. - Q •••••••,�.••••.•• WROUGHT IRON FENCE OVER LOW ! wBLOCK WALL WITH COLUMN. �6 ; - _ 1 cwn J I •••• 8" WIDE CONCRETE MOW STRIP. 9>% �/ � �I � IN 1=11 E 00 Ld 1 w Z i NOTE: 1U) LLIi SEE STREET IMPROVEMENT PLANS FOR GRADING II 0 U) AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL 4 -0 .� �����J Q SEE ENGINEER'S GRADING PLANS FOR LOCATION}. ♦, I CONSTRUCTION & QUANTITIES OF ALL WALLS. Q 3 ♦, 3�+ TRACT 13280 c� T �� >N � AI��� LANOSCap SCALE: 1 " = 30' �y e0VF L,0C*r5:7 WAI.A� AT TO r O1= 5l-Ort_ O� G1_GI �� M I M r5ACK (dr- WAL -K W A, C/LI �O 43 ��.F. SLu►,�1� �x ''•• .. -1 c IN_TRII-�=ti Ft)Y Tt T r!!5 .IILC t- IK . igna re • N T - • D l a,e i DESCRIPTION OF REVISION DATE PPR V O E OF I:ALIF � CITY OF RANCHO CUCAMONGA KEY MAP PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH NORTH STREETSCAPE = ; : SLLENA WEST/ ELLENA EAST AdST_ 1 53 _ FUTURE _ - 1 - = PARK CONSTRUCTION PLAN PREPARED BY: PREPARED FOR: ' r , DATEAPPROVED BY 22397 7 ENGINEER R CE NO rc W DESIuN U 7M F L -ummI Nu� RJM P. B. DESIGN GROUP, INC. LYON '°'� 2 = = ' = :=. DESIGN GROUP, INC. ► BANNING AND LANDSCAPE ARCF{TIECI URE - DRAWN ,raw•+uua..xvrt ar, nuns+.w.n...0 nu SHEEI [[[ +- ✓77+-r✓7 1 04-08 ✓✓✓ B N 5 Q.M.W. 0 0 PLANNING AND LANDSCAPE ARCHITECTURE Xe WILLIAM LYON -6 C-2 OF 26 278LAS RAMBLAc,SUITE 2° MISSION S IFJO.CA.1269I(714)582-7516 CHECKED DRAWING NO - - NO SCALE —, d640 ARCHIf�ALD SUITE • A / ----- - --� RANCHO CUCAMONGA• CALIFORNIA 91730 /p29� L- -� 12-20-881 DAT F U 'SHEET N0.5_'? LL a— IL--51 . �UATCHLINE - E A ELINE ROAD - SHEET C-1 �l-UMF NOCK WAW- W/ COL-Ufa N ,ZITTERI�1 �3�455F-I PC45 tMATS 1 01� AP��OV � EQU�kL. v 1 L_OCATI"� WA,L-l- AT 1-OP Or- 51�P� : U GI -CII SI-UMr 13LDC:K Ie,F-TAININc. WAd,t-. -1 I W��u�H-r I Iz ON cIF N CE C�� F� M IN 1 �I-0M AWG K Or- WAI.K., N -I- T� OF s5� QtZAPINC PL.*N5 ralz Tf�CT I , �Z�O Fow- _ D� & - - � 12�T, ININ coNC ITIoN . _ I I-o I-OVI � -Oc-K N,ii c1-L W/ COLUMN INSTAL- -E--P �Y� T"CT 0()I -P � . ��..__ . Mk Y ....I CA I N� �I�N - rG� TIS r 1 .5 Z�rj. �{ 1 CONIC, + CA C _ . CW T P 15 •. = o 11 _ 1 roL.� Tyr.1111... I. � -o �w�1e � I� ' Y-• ,. 3Z=5 61 _011 t�5' TR CT 13280 1 R-S8,-0u• - - 1 ' , 1 GI-c11 M IN's0. 301 - 1 - 1 . • M Ib 5+-i-s EPI S N IIIIIIIIIIII , - / v .1 AGG Est - EASE ENT T F;/ L7 1 O � �I 11 , .-++}i+T + 'T+TT� ,+ . i + + + + + ++T TT� rT 7ii { + } + + + + + + + + + + { + + + + .0 m4 + + + + } + + LL�L��' � � � + iii + + + + + _ _ _ _._ If — r. - _---------7: _ --_-------- ---- _ - - - _ - - _ - + + + + + + + 10 - Ln cLL -vn to ----- - - - , 11 *1 a Mot-1ST. v M - — N I � . . LN In N � 10 2 X31-011 501--011 O 50'o�l Sp-p" -Tyr IIiT -- WAL.. � . . � M 1 W =1 0 - 1 m TO `�� BASELINE ROAD 1 w � � WAI- D): °a -Ti4NCt '( - - - cv Z I cc -i m U Z IZ a w - IJ 2 i Im w _ iQ .1 : : :: »: 1:::11:1>; ... .. ....... N:t: ::: 1111.. .-1111. ... . . . ,G .. '` 1 ..:.:......:..................... �: 1 - WFZOU GH T' I RoN f�tJ G lr d�� I L,oK/ et-ct,-- k•IAL-I-- V1/GOLU M� 1 I- 1 - ,. o - 5L-uriI 13t,OCK 1 -FAININC, WALL, SLUMP 13t,OCK WA�L- W/ CO�LIMN ' ** -a% Z 0, �,F F- &��IN& P1 -t+JS rC�� T-KACT LOCArF- WA,LL A-T TOP Or- SL,GPE G`� GI-OII -51-011 �� � . V 3Zt)0 �OiZ � fitkl NI N1 7 -CONPIT-1G1N , MIN. r�M ,ACK G% • WA.1-K y I�JP�I-l. 1"U �E v � I � Y 1 c a �` — NSTP�.LLEC � TIZA.CT JILP� �E� , � � f :� t- I�pt ri �, T 200 . P Ca C., _ v � I N l.�.N _ C�� �fi�. 13 � � - cn MATCHLINE - SEE VICTORIA VINEYARDS SOUTH TRAILS F TTFF-N -�5��p-Ass, -I f`J!�s mA-r5 - } ,�0 MATCHLINE - SEE BEI-VINO EAST ISD U Iz � L. - HE � � SHEET 2 ♦ _ C 1 TRACT 13280 LANDSCAPE PLANS DRWG. NO. 9- 1 � o� �'-O %'C9 0'-0° 1 0 ••• �=5' = 1'• • 1 •�••••••• - IN I.. , , ••••.•.•••• �/ 1 •••� ,\ 1Z , 1 `• � � •`, 10'4,1•••✓ lz-5 �0 1 . ��' 42a z. >z=5' '� ��EF � A, TRACT 13280 �_�7;:R_5 R=s� 1 31 1 1 h -Q '�` �I_o" 1 Ii / . 6'-`� 1I - i 1 - - : •� c IL - :' - I 6�/ EPI ON �U'1111_--5 -5 •: II 1 `v 1 - R-5 I 4=15 ; Il _ ��..� _ -- • w --- - - _� ' a5' 1 1 + + } + + + + + + } + + + + + + + + + + + + + + + • rt + + + + + + + + + + + + + +I+ + + + + + + + + ♦ + { + + + + + + + + + + + + + + + — + + + + + + + + + - - + + + + + + + + + + + + + + + + + + + { + + I l� 1 f - - � I I jvr f + . . . . . ill e Q W I `9 _ � I `9 V° N , U° U° _V V I f(� _ i LIQ Z I 11 , w I N 2.3 ' I I () 1) -� I- - '- N — u- � 41-0 it nC W 1I w _ v- -�I 1 czn I 0r MU�i�. lI' or m WPI r 0 1 Iw m I 1 cn W BASELINE ROAD Z - - - - - - - - - - - - - - - - , - - - - - - - - - - 1 . m Im Q I 1Z 21 . - li . I IQ 1 - _ I2 . .. ....................... .. ...1111.. ::.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:........ ...................... ..................1 ::::::.::::::::::::::::::::::::::::.: ..... ... "44:::::::::.:::::::::::::::::::::::::::::::::: ::::::.::::: ::.:: ::::::::::::::=:::::::: ::: ::::::::: '.-.. ....#....... ....... ..::................................... ........................- ......1 ..... ...-....... :.............::..............................................................:...............::...................:......:.......:......::....::..:.. ............................... . .. . ..................... ............ .:::....:................:........:..............:........:..............:............ .. r—._:.__..............*........................................:................::...........................................:..................................................................... ...............:........::................:.......:........::......:.......:...................................................: ; :::. :.:::::.>:::::::::::::: ::::::>:::::::::::::::::::::::::::::::::::::::::::::::::.:::::::::::::.: . :.;.:.:.::. .;...:.:.::.. :.::.::.:.:..:.:.::.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::..:.:.: II _ 1 ::::1:1::1:1::::..:.... I :::: :: :::::::::::::::: ::::: ::............... . SCALE: 1 30 1 1 -CONST LEGEND - .. - NOTE: i SEE STREET IMPROVEMENT PLANS FOR GRADING . - o + RITTERINGS GRASSRINGS MATS AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL Z DESCRIPTION OF REVISION T DATE PPR VE •••••••••••••---_•••' 8" WIDE CONCRETE MOW STRIP. " " ,_ _ CITY OF RANCHO CUCAMONGA LIGHT FIXTURE - SYLVANIA ALLEY KAT 70 WATT , �;.,;;�p KEY MAP HIGH PRESSURE SODIUM FIXTURE MOUNTED ON iAti '- `�� �4 6' MIN. HT. DECORATIVE SLUMP ANODIZED POLE TO MATCH FIXTURE. MOUNTING HT. ' �''� `s PARCEL MAP 9350 BLOCK WALL W/ COLUMN. SOUTHERN PACIFIC RA�ROAD 10'-0", SPACING 80'-0" OR AS SHOWN. ! �w �w n - VICTORIA VINEYARDS SOUTH -_. - . : _: - 11 STREETSCAPE „ 6' HT. SLUMP BLOCK WALL. = = _ -' _' - SEE ENGINEER'S GRADING PLANS FOR LOCATION, Sig atu e FUTURE - l * BASELINE ROAD I _�_ A(�T. 53 _ _ , _ t : CONSTRUCTION & QUANTITIES OF ALL WALLS. _ * ate SLUMP BLOCK RETAINING WALL, - . ;-- : ; _ PAaK :}_ - _ 7 . �e,�� CONSTRUCTION PLAN SEE GRADING PLAN. - . ' - _ - _ PREPARED BY: PREPARED FOR: °� `"'-'r ` ti APPROVED BY DATE f . - 2 9 G 3 �, , _ _ ITY ENGINEER - R.C.E. NO. CONCRETE WALK. � � : . _ _ _ . I - ; ,4 ;T DESIGN M RECUMME NUEU 6" WIDE CONCRETE MOW STRIP. �` - . r�_ �,' - -'- RJM P.T.B. DESIGN GROUP, INC. —I - - : - ACT - - _ LYON a AND uwoscAr%AlCHTTECItIRL 4e ' - - , -- _ DESIGN GROUP, INC ..�,� - - DRAWN �.,,. .,� .,w�..,»,�«.... SHEET - LIGHT FIXTURE, SEE NOTE. _ r; � L.M.W. C-3 of 26 . �re WILLI M YO JOB NO. 504-OS ,., — � _ PLANNING AND LANDSCAPE ARCHITECTURE A L N mtS LAS RAMdLA3,SU MISSION VIFJO.CA.fDil1(711 Z• If '}' -___._� CHECKED DRAWING NO. WROUGHT IRON FENCE OVER LOW - - _ -.-- --- -.� --- sao ARCN�sAIo surTtE s K.D.E. rF••••••••O••••••••• 4' ( NO SCALE - - - ___..� � RAMCNO CUCAMONGA, CALlfORN1A 11730 (12-20-88) DATE I a q 9-1 BLOCK WALL WITH COLUMN. 5HEE1- NO. IPOOF , MATCHLINE - SEE I=LL.Ej. S, 5 _ Il Q � _ � _ L TMr LCL-C-�K I��TAININ� WA - - A LUMP' ��CK WP4LL W/ COLUMN F-ITTERIMC15 WIJ�S FIATS% ' EAST SHEET C-2 DR ,4PP�OV�D U�tL. 0 �Ir -�I�cC�IN� pI�cNS � GT LXkT� WA,.LL A-r Tod 0r- �Lr��l< C. rI-oll Q II I r-01L k1=T/\ININc� cru r�I T . , - s•.. 9 MIN. �!<�P'1 t�Ar K G� W,04-K' _lti�.I.L TO �S� � _T�'T ••. - �Iry, 3-o r�lit�. re -,4 - p� N`: C� T L:T 132 `n 1 o � Il - �oNc. Mbw�r�► � TYp. ,. ..I:�I� , I°I .•• ' � � �.,•#�28 ••�, r—bW� R�Lt=, "TYP. -12t R f2 W R �� , . ; 101 Oil TRACT 13281 -r- .. -IZ TCHLINE - S E OCHEST I W �� _C►' ?R 2,;11000 �.I G � r'I� - _ I�'• �C,i� ��� ENUE SHEET -5, n '• 16; ED150N I �A _ I NT TY . �O MID- 5I AH AC�SS TYI? �y1 "07-t 4 4 + f + 4 + 4 f f t +I + + + + -'T + + + +ir . . . .+ + + f t + + + + + + + + + + . . . . . . . . + + + + + + 1 4+ F+ ♦ ++ d ____.�__ _ __ .________ _._� - _ U t - --- - - - ----- --- - -- - __ _ - - --- - _ --- - ---- -- _ O 13 N_ Ile uj w 500 Sd�C� 5b'-d TYI: i N�"�IzVAL 6- i(� Imo- a 31'.�II �I_dI > l 11 _ o m I Lu To �nn�r BASELINE ROAD (A of 'SI Dl�- Wr4l-IL co Z� I c Q� LuF �1 W ...... {ice{ C • U . H cr O Z NOTE: SEE STREET IMPROVEMENT PLANS FOR GRADING • AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL NOTE: LIGHT FIXTURE - SYLVANIA "ALLEY KAT" 70 WATT HIGH PRESSURE SODIUM FIXTURE MOUNTED ON ANODIZED POLE TO MATCH FIXTURE. MOUNTING HT. FUTURE PARK 10'-0', SPACING 80'-0" OR AS SHOWN. SF-�_ PF-TAI L h Q 1 H, SHF-ET D-I . O CONSTRUCTION LEGEND J :..... ... ....:.•.•.•..•.•.•. : .::>:::::.......•.....:.....::::::::..::::::•:•: ..:::.:::..:..... 1 ::.....•......::::.....•...•.•.•:.•.•.::........:::.•.•.•..•.•.:.................:............:................................................................................................ ... :.•.•.•.•:.:•:•:•:::•:•:•::•:.:.:::•:.::.;:.::::.: ' Q :::..::::. ::....... .. ... .................. ...........:.............:.•..................•....:........:.......................:.................. ....:.......................:...:.:.:.:.:.:.:.:. 6 MIN. HT. DECORATIVE SLUMP - -- - 1 ----- :::.•.•. :•::•: :•:•:•:•:•.•:•::•: :.:.:.: N -- :.........:•:•:•:•::•: ::: ;.:::•:•:::: 1 BLOCK WALL W/ COLUMN. U :.:.. 1 �`�'"' U / E- - - _ ` : ; .::<::: ::::::::: :::::::::.'<................ W 1► 6 HT. SLUMP BLOCK WALL. - 1 _ C� Q _ 1 Q LMP IN Lij U BLOCK RETAINING S OC G WALL SEE E RADIN G PLAN. Z K E _ t� G KEN YON ........::...•...:.:.::.:.:.:.:.:.::.:.:.:.:.:.:.::•:.:.:.:.:.:.::.:.::.:.:::::::::::: :�.:.:.... ::....::.........:.:.:.:.:::.:.:•:•:.:: w WAY _ - - >. Ztl CONCRETE WALK. D - —••• 6' WIDE CONCRETE MOW STRIP. A O - .1 1 - - �,ki LIGHT FIXTURE, SEE NOTE. . F W ......„�......... WROUGHT IRON FENCE OVER LOW _ �I Hr. s�UMP �Loc.� WPtLL 1 � BLOCK WALL WITH COLUMN. D LOCATE Wk-t- �T TOP o� SLor� Ott G' -�I� 1 8 WIDE CONCRETE MOW STRIP. ..................MIN , M �A'`.K OF WAL-K I/IPAL - T-,D P5I st,o r-I�vc. I I N5TA l-L�D kSY T- •ACT_ F3 U I L I� � • r 1 G�Pct�lNC- pL�N� Fo�. TRACT 1 �75� . + + + +++ + + + + _ / ++ + + + + ++++ + RITTERINGS GRASSRINGS MATS + + ++++ ++++ + SCALE: 1"=30'-O" TRACT 13753 1 © � - NINA W,� s.4�' 1�190 s-,Y 1 I 1 , 1 DESCRIPTION OF REVISION DATE PPR VE - � 1 CITY OF RANCHO CUCAMONGA KEY MAP 1 NORTH PARCEL MAP 9350 1 gyp VICTORIA VINEYARDS SOUTH SOUTHERN PACIFIC RAILROA NOTE: �- - `b _ SEE ENGINEER'S GRADING PLANS FOR LOCATION, �` �` ' c +hG"� STREETSCAPE CONSTRUCTION & QUANTITIES OF ALL WALLS. BASELINE ROAD AND KENYO�J WAY FUTURE - - - - a l 1. z •• = F%RK : = _ { 5,� . .. - -- CONSTRUCTION FLAN PREPARED. BY: PREPARED FOR: + 4 APPROVED BY DATE CITY ENGINEER 22397 DESIGN • = , - �� T RjRE GOMME NUE U _ M P. .B. DESIGN GROUP, INC. . ,. LYON r1.AmNm Arm IANWAn AL;T - - DESIGN GROUP INC• DRAWN HE E 1 JOB NO. 504-08 YKeWILLIAM _ . ... . . ... . . . . . . ... . . . . ... , ..,. ., . , , , , . , � PLANNING AND LANDSCAPE ARCHITECTURE LYON L.M.W. C 4 2 6 OF r 271sSLAS RAMBLAS,SUITE291,MISSION VIEJO.CA.92691(714)512-7SIf HECK R ED D AWING NO -- - NO $GALE - --.,- -- ----�-- ••- b$ --. -_--__. •610 ARCHIIAID SUITE ! K.D.E. ---. ____-._ IIANCNO CUCAMONOA, CALIFORNIA !1 (12-20-88) DATE SHEEI NO. &/ ©F , a 1 1 : N.......::... EXISTING LUMBERYARD :. .. ... - ------ -- -- - 10 ---- - --- - - -- - ......-- '.. :..I.....:...:.:........... 1 w .. . 00 _ __ iw iw cn 1 — 11 - - T 1cr Iw : rA 1z ............ ......... . .. .. . .. . .: - 1J . — - 1 � ;:..: ...<.. ::;::..<.:: 0 r...� .....................:.:...::... .... .... ..... . . . _ - �� U 1 ...:;:::::::.::::.:::.:::::;:::: :::::.::::::::::::::: I......... 5o%^O ►!� ° ns AVE = 1 o � NUE , - - 1 Q _ _ O f ROCHESTER _ 501-0 � 1 cc Q �o,-0n 2t ' i!� '-O 50'-oI1 "t1� a cc Zf t _� T`(p I NTMVA I._Ln 5o J LuU CJ - -- * - - -- Z V) �" a Cc W TRACT 13281 NORTH _ 6' HT. =-W WALL O cn I = cr_ f G' HT 5Wr l P M6CA leu- _ 0 o TRACT 13281 Q1 L_0Ck'I"L- W ki-L AT T"oP Or- �Ln�� o� �'-o" _ CONC1 MoWI:: I C MINI,I6-1,-K WA-L T�:) pA_ L-I Nt ; 1 YP, I N5 T_,4k l- -f=-1� rj� ll-ACT 04 LDS� , 55f CONSTRUCTION LEGEND C-V L 0 hI r >C K V\41N-L 6' HT. SLUMP BLOCK WALL. I �— I 1 SLUMP BLOCK RETAINING WALL; 1 SEE GRADING PLAN. 1 1 I CONCRETE WALK. G - 1 1 I —•••—' 6" WIDE CONCRETE MOW STRIP. ......... ...... ............................................ ........................ .... ..... ::: cn -�- LIGHT FIXTURE, SEE NOTE. _ 1 -I - - - - _ l o O - f > O ••••••.�,,.••... WROUGHT IRON FENCE OVER LOW m 1 I c I BLOCK WALL WITH COLUMN. al Iw w1 1? """""'""'"""" 8" WIDE CONCRETE MOW STRIP. �w 1+ _ _ ROCHESTER AVENUE - _ 1 w _ _ NOTE: p I 1 Q LIGHT FIXTURE - SYLVANIA "ALLEY KAT" 70 WATT 1 1 w I HIGH PRESSURE SODIUM FIXTURE MOUNTED ON w 1_ `9 -ro fbinToF I w LLJ ANODIZED POLE TO MATCH FIXTURE. MOUNTING HT. � cjldE1.1.41,IL 1 ' w w Z 10'-0", SPACING 80'-0" OR AS SHOWN.S,F_F_ DE.TAI L3 0� :i 1 - J LV z SEE STREET IMPROVEMENT PLANS FOR HRADING GRADING Uml 1 AND LAYOUT OF ALL WALKS AND TRAILS TYPICAL 1 7 ki - --.ill-- 0SEE ENGINEER'S GRADING PLANS FOR LOCATION, CONSTRUCTION & QUANTITIES OF ALL WALLS. 1 ' 3: I sLoP� r i�x. 1 ' I 01 HT, 51,,LAW f;�I.00J< Wim- �p.N�sc�PF 11 _ • » `T1N6 SCALE. 1 — 301 SL!��P I�Lc�CoL.0 M ISI J•.�/�' ;�g� .�'�1T R`f '••..,..•` '•• `' _ - s TRACT 13281 * s, ; F p IYI5E �-I-- Aaa I�T�,INIM6 kVU- I -_- - DESCRIPTION OF REVISION DATE 1APPROVEC CITY OF RANCHO CUCAMONGA KEY MAP PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH NORTH STREETSCAPE - ROCHESTER AVENUE AST_ 53 : FUTURE - = = _ :1 t PARK CONSTRUCTION PLAN PREPARED BY: PREPARED FOR: DATE 1 APPROVED BY = 22397 �- CITY ENGINEER R.C.E. NO. DESIGN RJM urM�NL)Eu • . _ ; _ i.13 P. DESIGN GROUP, INC.RJM LYON PLANNING AD LANDSCAPE ARCHITECTURE ACT SHEETDESIGN GROUP, DRAWN WILLIAM LY N L.M.W. JOB NO. 504-08 C_5 26 PLANNING AND LANDSCAPE ARCIEI<ITECTURF, -- 272M LAS RAMBLAS,SUITE 250,MISSION VIFJO.CA.92691 (711)582.7516 O .7F CHECKED tDRAWING NO $540 ARCHtBALD SUITE • NO SCALE _—� - _ - - - —� - — -- -- - - - - - — RANCHO CUCAMONGA. CALIFORNIA 91750 12-20-88 / --- - DATE ?q9 G �% ---/ SHEET NO. i i f TRACT 13753 ' GENERAL NOTES f - A. INSTALL ALL PRESSURE AND NON-PRESSURE LIVES AND ANY EOUIPMENT INSIDEPLANTING A REAS WHEREVER POSSIBLE (T k WFST SHOWN OUTSIDE SUCH AREASFOR PURPOSES OFCLARITY ONLY.) E M4 819 : , ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED M ACCORDANCE - SPECS.AND CONSTR DETAILS.SEE SHEET P 2 UCTiON SH I \ � WITH NO_ D-2 SP-1 & FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO ' '" i=' N // � i✓�n �, +� BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. cc / ► \ 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- . WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. r 61/7 2� � � i', " ,/' � \\\ `\ ,\ � II�r 1 •'• �'N � � AREAS_LOCATION OF SPNDETERMINE KLR HDS ARE E RESPONSIBILITY OF THE INSTALLING"_ \ \ t CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. Li �� , I s • 4� \ 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT < / p II�� ,�� I I ^ \ ,,° >t ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. /r`` ' {y NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. co 1" S. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND BASELINE ROAD SHEET 1-3 _ _ - _ i� VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE MATCHLINE - SEE 21� PROVE TO FINAL I ALL BE BROUGHT ' +SRI /` `'��• AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD ' I Y � � ��� ��� 0 DETRIMENTAL COVERAGE,TH S SH 8lr<I i 3 .$ AA� \, `• TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY rADJUST- MENTS------- � !" NTS REQUIRED TRACT 13280 zoo BI8 3tl I NYDRAIJl1C CAlCUl1►TiOM YETER NO NTORAUUC GRADIENT (ELEV.) MIN MAX 1 J I CITY WATER PRESSURE (P.S.I.) MIN ILIO MAX� Kow*I0 OEUVERT PRESSURE •L r' !LOSES? FURTHEST LOT / M.0 Y./ R.C.V.f LOT # M.C.v,f R,C.V,/ X I \ Y ( 4 SIZE G.P.Y. I F.T. VEL f.LOSSll SIZE C.P.M. F.T. VEL f.LOSS y t i METER I Qa41 _ \ s v P.u. 2u 0 l t _ C.�. r 1 614 v v M.L \ � • MS/ - , ••. , LAT.L toI 815 SUR—TOTAL SUB—TOTAL \• ..J ` \ �. MISCEL NEOUS IOx MISLEL mrous 10% 2 i t r1 ,Iln II 8888// } L1EVAnoN DIFF ERENTIK ELEVATION oKfERENTTAL NEA0 OPERATING PRESS. "Q. MEAO OPERATING PRESS. Ri!>L \ 1 TOTAL OrERAT1011 /R(SS. RIO. AL OPCRATwN FRISS. RIO. VLO �. - - \ ADORTONAL ROOSTER ►RtSSi R[0. r OOITIOMAL 900STER ►KESS. RER 11 P J \ � L1RS IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A MIN. OF ZA.SJ AT YA>L•14-0.►.M. ( f NORTH cl VV j I TRACT 13753 ♦ - ` 812 - 1 10 � r [ r doll Ttilt II . .- - ' _I � r , lkI - E I .._. vo IS-CM l IOW'': 13Wlb --11. Ile L N I co � _ ����_ .. �' � `'`J�• • --- IJ.- ' I ���� �` � `1 � _ _ j 810 �� ► � _- � � �( L.� ' �♦ ' �``; iki _- - -- _- ,� ►I l� ti' 1 , ' � ' � � � . l� Tbw 1340.6 813 Be SCALE: 1 ' = 30' r,y6. 9.0 � yp (Z' W a. TRACT 13280 _ �rgnatur DESCRIPTION OF REVISION DATE PPROVE CONTROLLER " B " Date CITY OF RANCHO CUCAMONGA qTE SYSTEM DESIGN CRITERIA KEY MAP NOTE: OF CALIF��N\P PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD SEE SHEET D-2 FOR IRRIGATION LEGEND AND DETAILS. VICTORIA VINEYARDS SOUTH • SYSTEM DESIGN ISBASED ON 90 Ps.LUSING 120 Ci.P.M. ' ' ' SEE SHEETS SP-1 AND SP-2 FOR IRRIGATION SPECIFICATIONS. STREETSCAPE • CAPABLE OF DELIVERING INCH OF WATER WITHIN H.P.W. ' � � : . •: A�`T_ 53 - : FUTURE '- - - -' ELL�NA WEST • PRESSURE DATAWAS OBTAINED FROM CUCAMONGA COUNTY �= • : PARK WATER DISTRICT BY JOHN KNAPP IRRIGATION PLAN ON 9. 14.88 •WHOSE PHONE NUMBER IS (714) 98T- 2591 -- - - PREPARED BY: PREPARED FOR: i < APPROVED BY ` DATE • CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY - _ ITY ENGINEER R.C.E. NO. OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN - = DESIGN KjM RE GUMME NDE D CD = RMCONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. - - - ; - • - - J. � ,. A.LC. DESIGN GROUP, INC. r"NVING AM""SCAM ARCRR'EMW rLyo AT 2 - , = DESIGN GROUP, INC. sHEE1 -• � DRAWN L. .. (— JOB NO. 504-08 I-1 ,- .,..•, , , , . , PLANNING AND LANDSCAPE ARCI=CTURE 671 WILLIAM LYON A.'•C. OF 26 272115 LAS RAMBLAS,SUFFE 259,MISSION VIEJO,CA.9201(711)592.7516 HAti CHECKED / �'f�r' DRAWING NO. 8340 ARCHISALD SUITE S ��W NO SCALEA RANCHO CUCAMONGA, CALIFORNIA 91730 Al.C• DATE Ci SHEET NO. &3 F -= - f r I Q � I _ ♦ TRACT 1375' z PARK SITE :. iF I 1 I I f J :�r:� f i :>: 1 :r= Bi !oo M I ::::: .... LINE SEE KENYA WAY_- . y I II ... .**L RRIt�• RRR+R�•1s RR1Y - m 1-4 z f: _ <t' I � I I 3 . I40 M , i I of i` 1 1 i 2 - = " 1 I t � � mJ ------j� V�11'lpswan . V . ........... i 1 1 �.ti-:':::::::•::•:tiff•::.;:. i U t l 1 � 4 t - � 1 �f. .� v I 1 i I RR• W 3 I i .. 4 3• Rlll11 3 ................. ..... ::. t t .......:.... -. 11 ::..... ......... ..... :•::•: ::•::: :::•::.•::•:''' 1 ,I, .. ..':::.'.'.'.'.'.':•.':... ......... . ......... ................ . N T� •• ' . .. ........ 40 I ( •:tiff•: I I t �• • VJ X44. wi.�1•: t (F I .x i •'rr• ......... .. W f3 1 w QST _ _ y� " a 4ELLIFENA ST DII I I I , �2 2' I r _ / • �, vl�� 1,.'"' V "l I4•ck -111 all 1 n 1 t I .0000, U-- r ��;� 2tl /� �� M � _ r. � 'N X � M - 1 �)II 1 I 1(� r 1I{�I' I •' '� ,,�1 �I Y r � � r ,�� __.�_.�.... � �" D9 rel • " ...,.,,,, �,.w...R#RRAI.II•..RSA w.....R1� N / , , MAI CHL INE_ - Sf LAND CAP PUNS TRACT 3280 TR II - � ti /►� ; ��' �?} • � � All ly2 TRACT 13280 b __________- D8 4a Y !� BS B3 � 112 I,In-I, 112 . ♦ 84 TRACT 13281 =� D22 -GENERAL 1 1 I I F f I2 1 1 f J -GENERAL. NOTES • 1 ANY '= / �l�' •r �- tPRESSURE L PREURE AND NON- ESSUR LINES SSEQUIPMENT EV R POSSIBLE. (ITEMS �- / � - \ d SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY. 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE • � _ W D-2 SP 1 SP-2 CONSTRUCTION S 2 I UCTION DETAILS. EE SHEET NO. I r S r r % D-2 8. FOR SYMBOL DESIGNATION, EAST � � � TION,SEE LEGEND ON SHEET NO. • �q t f j cn 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO . BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. II�IL4 I�H.7 - 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- t , G!O D12- [ZD-,A- 6. I Z WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. A -- 1 ilZ ► a. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT R R� w R�1. R•. .. , ETRE RESPONSIBILITY OFTHE INSTALLING *W t!! 4z.0 �` _-�----�----_ � � `•.,.. � LOCATION OF SPNKLR HDS ARE t � 0% '� f ���" - _ ���\ • ' _ u A1� I�rJ,l CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION: 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. D15 I'' - + _ _ Q NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. t' ' • } { S. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND i, 1 N I ISL Il(D D 18 - VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE uj n � -��-- - - - -�_ AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD Lli c/) PROVE DETRIMENTALTO FINAL COVERAGE,THIS SHALL BE BROUGHT _ � TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO f f } � �_��l/,fIL,4 .: r n ... .x. .a.r .I� ow .Ai�sa f .. �' � � . t r � - _- _�_ ` /fir—� _...�. � DO SO,THE CONTRACTOR MAYBE RESPONSIBLE FOR ANY ADJUST- i f t DI9 �� MENTSREQUIRED. D14 4q —.-___� `p,NDSCgp� SCALE: l ' = 30' UET� TRACT 13280 4► ..• c SII NOTE: :•`� '�.,,... /� _ �' DESCRIPTION OF REVISION I DATE 1APPROVE SEE SHEET D-2 FOR IRRIGATION LEGEND AND DETAILS. SEE SHEETS SP-1 AND SP-2 FOR IRRIGATION SPECIFICATIONS. CITY OF RANCHO C U CA M O N G A i KEY MAP ♦ PARCEL MAP 9350 f VICTORIA VINEYARDS SOUTH SOUTHERN PACIFIC RAILROAD \\ { • . . .. i j NORTH STREETSrAPF El:L�NA WEST/ELLENA EAST = ACTT. 53 : : FUTURE • = = • = • : _ PARK - IRRIGATION PLAN PREPARED BY: PREPARED FOR: ' DATE �1 ' • ; ' APPROVED BY w CITYA;7�77 ENGINEER R.C.E. NO. ZZ-'!_�'S - ' DESIGN M RELOMME UEC RJMLYONA.I.C. DESIGN GROUP, INC. • 'i _ ••t - !•I MANNING AND LANDSCAPE ARCNftF-CR1RE - ACT 2 _ • _ H 7 _ • 0 - DESIGN GROUP, INC. DRAWN ,. . •• • ' PLANNING AND LANDSCAPE ARCHITECTURE XeWILLIAMA.I.C. JOB NO. 504-08 I_2 OF 26 27295 LAS RAMSLAS,SUITE 259,MISSION VIFJO.CA.9201(711)592-7516 LYON CHECKED /� g DRAWING No. NO SCALE RANCHO,CUCAMONGA. CALWORN A 41730 I L DAT y— - MATCHLINE - E A ELINE ROAD - SHEET 1-1I ° 1 • A24 FLAW SENSOR SIZE 31 MASTER VALVE SIZE — 2 V2� I� I Vill 1 fir® WO i AI6 i lie �- i A?12 5� I, TR CT 13280 I�2 � 11121 1�1 12 Ito' i ALM q I,m p �u ► 1 I . I ' 1 I I 12�I !r�^ _ " IIAN _ �iU �01_/"A gap I ly t ' • d ' .. •Illi•IRI I \ �� , II I I ._. 1 I 1 /t\ II A i 1 t 1 I 2W � 1.4W v ► I I X x A I I /�� �L_�y�`'L t I X V r 1?fu I I e y� I 1 i ' ' ► ' IY w 1 V 1 VI tin h I 1 1VWN � y_ 1 r4 �� _® , 1� 1 _ �� �.'� '� 1 `� 1 -in �_ —L � '. _ p�-T,r�-- r-� I Tv d� aI ..�.+L Nv'I'v u —_ I i , 1�2rywoo I r I 1 �---- - — -®- -� w __ �2 I ID litillA,I,! �i�+ __ ?� T. .. P ; i >sw 13252.4 1 1 ! F- 2 BACKFLOW PREVENTION N �- ASSEMBLY W/2 PRESSURE z A14 ° J J cn 04 B REGULATOR SET AT 90 P.S.I. A19 51 A18 4' All A15 , II i m � I II DELIVERY PRESSURET I II IMI ( w - �ir � I �� BASELINE ROAD � 2 WATER METER PRO- i m VIDED BY DEVELOPER Lu - - _____ _ _ _ - WATER METER Id 1. 3 -- z - „ 00 A UTOMA T iC c:O1V TROL L ER " A,B " � w Q 2ii STATIONS i J -"� ELECTRICAL SERVICE TO ELECTRICAL INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCtATTO I T_ METER TO BE PROVIDED BY DEVELOPER BE PROVIDED BY DEVELOPER i Q .r EXACT LOCATION TO BE DETERMINED IN THE FIELD. i , WMRAUUC CALICl1LATION -VM1t t _. 04� ELEV _WNI& N 1 NYDRAl�C�" c � , .C..� � f1AJI A Crim tE tom• .:.,_.-_...,,.-.._ ' '' IREO O"ERY P, SSURE �+ r GENE RAL NOTES 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT i 111 sr11:4.11• '' R_C.V.o LO ! itil � f-c_V.f A j t. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING SIZE + pM X. VEL r.loss SIE O.P.M. F.T. VEL F.�oss EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS CONTRACTOR TO SEE THEY ARE DEFINED PRIORTO INSTALLATION. ; Ma7ER " /to !t.f SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) 10►.u. 2,r !2D t 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. O ^t' w WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO.5P-1 Z :I- NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. 0 FOR SYMBOL DESIGNATION SEE LEGEND ON SHEET NO. �'2 S. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND I LET L VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE wu-TOTAL SUR-TOTAL SO 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD r 1l MISCELLANEOUS tali MISCELLANEOUS t0A BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT ELEVATION OWFEREMTIAL ELEVATION asrE*ExnAL ai0 TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO II OPERATING MSS. 11 HEAD ORATING nlm RED 30 S. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- WtAL OKRAT17N ►RES: II<,. opt-mill, Poll mil ne�7 ,t MATCHLINE - SEE VICTORIA VINEYARDS SOUTH TRAILS WAYS BY INDIVIDUALLY ADJUSTINGSPNKLRHDSANDCONTROLVALVES MENTSREQUIRED. - , , MATCHLINE - SEE BELVINO EAST SHEET 1-2 '°""°""` '°°STER ""'' 'M'' "ALSO°'n" MM OM TRACT 13280 LANDSCAPE PLANS - DRWG. NO. I I lie WIN IRRIGATION SYSTEM MAS SEEN OESIGNEO FOR A MIM, O1I_1l AT MAX--".U. � � �-"�,► ��" ' 112 � Al i � - �� , . III �I I, i 1112�I �112►I � TRACT 13280 i 1 , In ' n / 1 A -_ -_ IU. AL pi aI II f�I ® �z • l n , I 1 I� 1" I ' I ( 1 I r� I 1 I M� 40L 91k ` n I I I I 1 -- 11 1 II n r • I I n I , i 1 t II h I I I �/ I n + Ile u �a I ► • I ! • 1 I, I :f�ll l I • 1 I 1 1 I I ,g I '` / l/ u • ay( II I I � 'PI!' ( I 1 I • t� �r If "1 1 �I V-••I-�/ I 1 1 —�— 11 • 1 , ' v — . M'"'h—�i U I I i I I 2 u 1 I' y � . �� �� p I ' n � � � Q�f I I I • I I � �"� it _-.�__� a...07 sommo —� • I, q rt �, I'LL f - ,i� r� �.,� �� �� • 1 _",JS .. ; ; , � m I '� • � ._ woo-moo 2 I y/p �Ibll I� ql ° �� 1 I f i �•, I j, _ _. S16r- 11 I _ -...�.... _ I II ._.__-" - _ - —�--� v _ _ I '�'+I .. s � .._,,.,_..fit-._..,,_ �_ _..,_ N _. �__. .. .. _ ��-: ,,._ � __ _ _ _ c. `'!r ti� t ?kb �� �•� ����� � � � "t , � � `� q -'� � � �r �; -• �L - �~�,~ L -._r � ,_ � f�H.. .rr.�.'1� � — IIzN � t1v �► t�2 I lj2 iti �" t t iti Il I2 G� w i INz' I A9 3� A5 A4 A3 � A2 f f r CV i All ►i II �l�q II I I 10 I 1 X31 ( �I- I � w m i III Ii�t I I 1�2 Ih. iw W i i ��. � ; cn W BASELINE ROAD Q tZ 1 i_j = �Q V'. L F NI: . 1 _- _ . . 1 i I SCALE: 1 " = 30' i 0 ' z DESCRIPTION OF REVISION DATE PPR VE �p,t�oscgpF CITY OF RANCHO CUCAMONGA SYSTEM DESIGN,CRITERIA KEY MAP NOTE: �e`�¢. µUET�Nd, q9 - ( FOR CONTROLLER A 9 B ONLY ) - � � yo � PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD SEE SHEET D-2 FOR IRRIGATION LEGEND AND DETAILS. T `'�� VICTORIA VINEYARDS SOUTH SYSTEM DESIGN IS BASED ON P.S.I.USING G.P.M. - , SEE SHEETS SP-1 AND SP-2 FOR IRRIGATION SPECIFICATIONS. STREETSCAPE I. - - s,`- • CAPABLE OF DELIVERING 3 INCH OF WATER WITHIN 48 H.P.W. = T ;,� = _ _' - - ` d re CUCAMONGA COUNTY = _ liT_ i. : FUTURE _ * n pry * BASELINE ROAD • PRESSURE DATA WAS OBTAINED FROM WATER DISTRICT BY JOHN KNAPP IRRIGATION PLAN - ' - PREPARED BY: PREPARED FOR: `" cR'''' ' ON 9. 14-88 ,WHOSE PHONE NUMBER IS (714) 987- 2591 - = + v - > DATE s i • CONTRACTOR IS TO VERIFY THIS INFORMATION BEI=ORE INSTALLATION IF ! ` _ 1u APPROVED IP YRO G NEBY ER R.C.E. NO. 2 l DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY : _ - - _ - t OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN _ _ = : ! DESIGNM FIE COMMS N ED CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. ` = _ "- RJM ;y.,: : ; A. .C. DESIGN GROUP, INC. •• - .:I : '� Alr - - - _ ; _ _ • . -_ INC, YON R.&II AND I.ANDSCAR ARCR!"FrIl RS DESIGN GROUP t\ DRAWN II�WbMK�f.wR[f..M����JO.C.IMOMdtb. SHEET �/L - A.1. JOB NO. 504-08 _ ............................ . 11 - ,•••, PLANNING AND LANDSCAPE ARCHTI'ECT'URE 13 26 t 27M LAS RAMSLA 11 MISSION VIEJO CA 9261 (714)5112 7316 � WILLIAM LYON vila"" CHECKED fit"' A � DRAWING NO. NO SCALE � -- - `--- $si4o ARCHroALo sutTE s ,J lT Q J RANCHO CUCAMONGA. CALWORNIA 91730 A.I.C. DAT E AMM (12-20-88) �� i _ ELECTRICAL SERVICE TO ELECTRICAL METER AUTOMATIC CONTROLLER " D/Ell Q/24 . STATIONS MATCHLINE - SEE ELLB�, TO BE PROVIDED BY DEVELOPER EAST SHEET 1-2 • FLOW SENSOR SIZE- 3 MASTER VALVE SIZE-2 V21' •• I A I 4 E9 w , EI E2 E3 E4 TRACT 13281 E7 tia Q , �; i/iii Ilk, ►�l2' X12,, ES —1 I _ WAIT �J TCHUN - SIE ROCHEST t 1 l jr ��„ /11 - - _ - - n I Il + '' ENUE NEE 1-5 1 ,• I ��._.I -- 1 I I I I_. __' __��_ I I 1 ..... I 1 _r. ._ I I , I , .... _1 1 I I 1 I . .. �..._.. _�-... .,1`_ _. _f 1 I I _ I ' I / I �r 1•lu Iwlr w I�`✓ Rs R�elle w __ ¢ p� 1 — N r 11181 Irr Q)I ' ' ® _ I /}lll �2 ' II r ,� I•� v �� I 1 Y I I I 4/ I 'I� a�I I I I�,I' I X I ' X�' 1 ' 1 1 1 a I I , I 1 1 —� IL „ I i dAv � r �7 V --..� AI N ICY' I 1 �■ tel,}-----_U— C� �/�� ..�J� �i ��I a�� t/ I 1 — l 8 f 1-2 T { LI 1 i I ,. C) f - c� = n ; ' _ � �. _ �1' 40 � 1 _ + , x T ^�t1 it �, I v l vp�Ql �/ �,GI � � �t7` .12 I t fi ��f z L-Al ,� 1 I � t � t�-� LU u1 � G � I � ?-h 2►� u1 2°8 KFLOW PREVENTION ASSEMBLY �II = W/ 2� PRESSURE REGULATOR SET ,.�1 W I3T'�F 4 AT ja_P.S-I:(DELIVERY PRESSURE) 11 l�� E• 5 E6 wL E I O w D2 'TV nn W ' I II �W• 13�g.1 t1QTER METER PROVIDED II 11 �I�1!i III'[.11 I 8Y DEVELOPER I'j_ I I� WATER METER NO. BASELINE ROAD cl) - — - - m Z � FLOW SENSOR SIZE- 3" U MASTER VALVE SIZE- 2 V2" cc Q; F-- �1 LuW >1. f... ............. _ µ - cc NYDRAULIC CALCULATION METER mo. 4 V1� COMIW (WV.) 1��1 SYSTEM DESIGN CRITERIA Cm WATER ►RESSURIE (P.S.1_) m" oto mAx T+ Rtoutm DEVI ►R[SSURE CLI ru*THM ILC.v.t R_C.V.0 LOT I M.C.Y. RC.V.f Dt • SYSTEM DESIGN IS BASED ON 115 P.S.I.USING 140 G.P.M. O „ Z C.P.M.SIZE F.T. Vt_ r.Ura zG.P.M. F.T. WL r.LOSS • CAPABLE OF DELIVERING 3 INCH OF WATER WITHIN 48 H.P.W. mum to /to I ar ",u, l� iv • PRESSURE DATA WAS OBTAINED FROM , C.v. 1 �S oCJ� BY N� .6 ON IC-9-6 .WHOSE P NE NUMBER IS L'7�`4-• 987 /l Sq/ ` Z s //8 • CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF Ir ' DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY GENE RAL NOTES l s`n-TorA� SUS-TOTAL oo OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN wscEwu+Efws lox MIscELLArMEous tox CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHTOCCUR. � - J TLEVATION OWFERENTIAL ELEVATION DIFFERENTIAL 115 9. RJSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY HM OKRATING PREM Ata ME" ol•ERAnNC news. Rt0- ^to EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (MEMS TOTAL OMNArOM nets Rto AL OPERAnow .Ras- REO. M%•5 SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) Ao0R10,+AL WCSTER ARES& R IL TIOMAI 1 OMIll PI RM Till, WM CAnON SYSTEM HAS PEEN KWCMto FOR A MRI. OI_►.il AT MAX—".M. FUTURE PARK 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE Q WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. D-2 SPI SP-2 O 1 ' 9.. fOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. o-2 R R R PRESSURE REGULATING VALVE ARE. ............ ........................................... :•:::•:•:::•:•:•::•::•: :•::•::: :•:::•:•:::: ::•:::•::: :•::•:::::•::•::•::•::•::•::::::.....::: •:;•:.::::•:•::•:•.•::::...... :.•:............ 4 WHERE S UILATI G VALVES ARE USED S TO J 1. :•:•:•:•::•:;•:: ::>::: •:•: •:•:::•::;•:•::•::•::•::•:•::•:•:::::•:.•.•:.:•..•.::.•.•.:: '.::'.::':.::'::.:':':: ''::' :::::•:::•::•: : : . . ..... ::•::•::.:•.•:....... TED R PTIM M D N DRAWING. :::.•:::.•::::.•.•::::.•::::::::::::::::::::::::.•::.•.•:::::.•::.•::::::.•::.•.•::::.•:.•.•:.•:..•.•::.•::::.•.•.•..• ::.•....•...................... ::•::::::::::::::::::::::•::.•:::::..•.•::.•:::...... BEADJUSTED FO O U PRESSURE,OR AS NOTE O Q ......::::::::::::::::::::. :::.•:::. ,•::.:. 1 ...................:::::: •:.::•.: •:•:::•::•: :� :. :.::�:� :�:� : :::::<; :: � :��: �� :� :�:�:�:�:�:�:�:�:�:� . :... :� :�:� ::�:•: :•: :�:::' ' `:::•::. ; :�:� :�:�:� �:�:;� ::•::::•::•..... SYSTEMS T AVOID WALK AND ROAD- .. .....:::::::::::::::::::::.•::::::.•:.•:.•.•.•::.•.•.•::::.�.•::.•.•:::...... ... r S. ADJT ALL S S O O D SPRAY ONTO BLDGS, S, N WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. i U 1 LL_ !� i / AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE E)CACT ?:. =: •: ••::::.:: .... ...... . . .. W 1-- LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING U � W _ - U? _ ._ ....::.�.::•:: :: :: :� :� :�; ::�: �:<�:�•'•~`''`"''^�; � ��::�:: ` :: � :�:� :�:::::::..... _ - CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. '• --- ::::.: :•: Y? ;::`:: :•::::::::: 1 LLl WIN IN N AT :. :•:::::•::•:.••::::••:•:•:::•:•:•:•:•:•::•:•:•••• ::...:•::•:::• .................. 1- 7. AS BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED O SITE Z I , 1 -+ 1� ::::•::•:::•:::::•::•.•:::•.•.:•.•::.• .::...::::•: : : .........:•:.•.... I KEN Y ::.: :: .: .;: .:.:.:.:.: .:.:.:::.- - - ;;:.:: � ALLTIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. .:........::......::......::::..:....::.. 7;&1 _ — � `--- __ - :.:.:::.......tea::,:,.•:::::.: NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. AL Lij _ �I �� u . �..,. WAY _ -. : :.:.:::::.:•::.....:... S. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND W J `f VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCU RACY OF SIZE J AND CONFIGURATION IF DIS^REPANLIES ARE FOUND THAT WOULD _ � ! PROVE DETRIMENTAL FINALCOVERAGE,THIS HALL BE BROUGHT CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST - ----- TO THE OWNER'S ATTENTION BEFORE INSTALLATION BY FAILING TO DO SO,THE CONTRA PONSI MENTS REQUIRED. 1 D 1 D2 —_ D 3 r `-A sr 11 2q "- -= r I� r L ✓� ,. LL1 µI I F,,*�F 9� 2 4o D4 ! � CALE: 1" = 30' TRACT 13753 1 i J sl / Darr r 0 t2 �I II IGI�T1v1`� Ir W4.-K/�t� 1- X1301910 rill I qlf OF CA if I 1 • DESCRIPTION OF REVISION DATE PPR VE CITY OF RANCHO CUCAMONGA KEY MAP NOTE: � NORTH SEE SHEET D-2 FOR IRRIGATION LEGEND AND DETAILS. PARCEL MAP 9350 SOUTHERN PACIFIC RAILROt VICTORIA VINEYARDS SOUTH _ SEE SHEETS SP-1 AND SP-2 FOR IRRIGATION SPECIFICATIONS. STREETSCAPE - _ -AST: FUTURE BASELINE ROAD AND KENYON WAY _ - - IRRIGATION PLAN BARK PREPARED BY: PREPARED FOR: ..,-, , � - :�;= `:"• t � DATE si3 APPROVED BY Z Z 3 -� = ITY ENGINEER R.C.E. N0. DESIGN - M RECOMMEND U RJM A.I.C. DESIGN GROUP, INC. -• -`, : '� - J - _ - .• _ k LYON -_ PLAM C AND"MWAR ARCRfTEM= 0 DESIGN GROUP, INC. DRAWN .�. ,.,,.....a«. .�..,»�M,.,.,. SHEET - �� JOB NO. 504-OS ' A.I.C. • APE AR E YKeWILLIAM 1426•• - .• PLANNTING AND LAPIDSC CHTTECTURF LYON _`yY .,; ,,._�_ „y _ 272fSLASRAMSLAS,SUfTE2f1,MISSION VIEjO.CA.l2H1(711tS12-TSIs »»....;_= CHECKED /b�} DRAWING NO. _ 0540 j !.v NO SCALE _- RANCHO CUCAMo GA. CALWORw A 91730 1 DATE 1 ,2 EET NO, SOF _ 1 1 1 :::< ....... . . .•.•.. .10EXI TING LUMBERYARD .. . . ..... .....< :::: . . J ..... ................ 1 Im iLuw W.................... ... 1 ............. ................................::..... 1 :.:. ........................::.... _ l cc w ............... ..:.. I _ z ;:;:.:;.. _1 . ... ........ .. ... :.::::.:::...:...:::::..:.:.....:.::::.::>:::: :: ... ...... ...... .. .................. . . ... ........ .......... . .... .:.:: :.:.:..:.:.:.. .:.:.:•.. .:.::...:....:....... v _... .... ........ .... ... .............. ......... . .... .. . ......................... .... - - - -- - - sm"Nomm-mb-6 WEEP `ILi tl �12' �r p I ► fi Q AVENUE _Bw M46.15 I �2( �ti" , ,� ; •,� 1 1 1 1 1 I O ROCHESTER — — I�'' _ �cr_ � ..-'� Ertl _ - - - - - - - �W 13�d•4 �-��'r ,nlU ti q a 4 E17 ' m' i 4-,r 0: I I' 1 � ' ,>ttil r 1 � E 13 I10 '2u �q I" II' t I ' NIS 4 lu U _ I v, sem--•- - -�=__ q f� 11 -Iryj ,L -.._ u IL.�'i .__�,�.,1� --_ _ J 2, ,,�I! ••,, ' , ®• _I.. •" �7�--7�— - ,, - . �� E 15 cc Jill • • � 14' I nil 'y u i t- = , — i i �1 � v � I �l(, p �,� �� ��,• , 1 ��� �� II 9�- - I I TRACT 13281 AA NORTH LjuJ le E18 O E16 I � ► TRACT 13281 LOT# M.C.V.# LOTI M.C.V,# OR R.C.V.# OR R.C.V.# S17-E 0.11.161. FT. VEL, RI St' Sra G.P.M. Fr. VEL. iFRRIC7 OS S METER BACKFLOW PREVENT.UNIT 2,! rQiD O GATE VALVE j GENERAL NOTES CONTROL VALVE � fl $ �j � ? 1 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY CHECK VALVE 1 EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS ELEVATION DIFFERENTIAL *j2 1 I SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) MAIN LINE 2 ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE - » Iyr' �1 /� • WITH SPECS.AND CONSTRUCTION - D- U T N C 10 DETAILS. P- L EE HE 2 S P- S S SHEET 1 O S _. 2 » _ f o u NN NN p 1 R MDESIGNATION, SY BOL 9 I~O E E N D- , SEL LEGEND SHEET 2 ............ ......... .. .......... .•..,. ......... .......... ..8.8....8...8.•... �.•.•.•.•.:.•.•...�:.�.�.•.•::.•.•.•..�.�.•.•.•.•.•.•.•.•.• S NO. LATERAL LINE — - - »NN. � w - ARE USED,VALVES ARE TO 0 I 1 Q ��01 4. WHERE BE ADJUSTED REGULATINGURE VALVES FOR OPTIMUM REOR S NOTED ON DRAWING. co 1 a: Q 1 I W 5. AD,`T,^%LL SYSTE."S TO AVOID SPRAY CANTO SLDGS,VIALKS,AND ROAR- 1 Z WAYS BY INDIVIDUAL LY ADJUSTING SPNKLR HDS AND CONTROLVALVES NN -•' w 1 RO011FS AVENUE 1-i (n V — — — — — — — w — — 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT 1 LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE,INSTALLING MrsCELLANCOUS C'I 1 m CONTRACTORTO SEE THEYARE DEFINED PRIORTO INSTALLATION. FRICTION LOSS SUBTOTAL 1 G SPRINKLER HEAL)RESIDUAL Ig211 ;w I 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT TOTAL mi. /00 TOTALP.S.1. a: 1 I U) uJ ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. Cf1Y WAT6R PRCSSRRE P•S.I. P.S.I. d II Z NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. REGULATED WATER PRIiSStlRB rs t. (l _ r.st Z l� r N N r , p '�N u 2rl _Z J 1del 2 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND lVMP( Pr.•mH) r.st rs.l J w rRBSSURE aux DRE TO VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE w.EVA•nox ulrrwtr�rr1IAL P.St Pst � ��� t 2" • 12.'� �,12,E `� �r TOTAL AVIALAHLE PRESSURE P.S.I._ �5 r.S.L AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT (-)TOTAL FH1C170N LOSSES r.S.i.�_ GS.L � iLY il-----tl-r- �__._,_:._.;.� _ _,_- -- , REMAINING rsL r t �4 {"" u - ,�- '' - j Intl'' 1 1� 1� \\\.v m TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO FOR P.S.IMIDUALNEEDEDATSPRINKUtR11EAD FOR P.S.IREMUALNEEDEDATSPRL*tICLERNEAD � ' 1� ' {I �u' �i�l � ' III I � 1 � 1 1 � ( 2�•� DO SO,THE CONTRACTOR MAY BERESPONSIBLE FOR ANY ADJUST- ` MENTS REQUIRED. 'j' ,rr� Irl 1� I� IU �u •,III I J�`, I . 1 1 E12 I lie o - ApF SCALE: 1 ' = 30' M�Er, NOTE: ...��''• �,� 0�Q � ,y�yoq��y SEE SHEET D-2 FOR IRRIGATION 'LEGEND AND DETAILS. i f;j:_m5r_ II-IG-A F10H WANE-Ar;t> i-T. l,Js. f SEE SHEETS SP-1 AND SP-2 FOR IRRIGATION SPECIFICATIONS. TRACT 13281Aer 1, Ga k -1,00t DESCRIPTION DESCRIPTION OF REVISION DATE PPROVE KEY MAP CITY OF RANCHO CUCAMONGA PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH NORTH _ STREETSCAPE - = - - ROCHESTER AVENUE Add 53 FUTURE - 0 - = ; PARK IRRIGATION PLAN ' PREPARED BY: PREPARED FOR: APPROVED BY DATE _ ti y ;- CITY ENGINEER -�' R.C.E. NO. DESIGNU iM FtEL OMML PJUE� •t - . - -- • • • , A.I.C. DT11EWS..IMMG.f.NAm:GROUP, ROUP, IN�Cs,T.RJM - CHrECIUREPtANNIING AND LANDSCAM ARrN ACTSHEETDRAWN_ DESIGN G OUPINC. LYON XeWILLIAM OB NO. 504-08I_ 26 PLANNING AND LANDSCAPE ARCHITECTURE LYON A.I.C.A5 . . . 0 :.. 272E5 LAS RAMSLAS,SUITE 250,MISSION VIFJO,CA.92691 17111 5E2•7516 � CHECKEDDRAWING NO 8540 ARCHIBALD SUITE 8 NO SCALE ---- --� -- -- ___--� --- -- — - RANCHO CUCAMONGA, CALIfORNiA 1i17�0 A.I.C. DAZ F99-�- EET NO. 0F a TRACT 13753 WEST O Q* o Q / o 0 O 0 1 . w 0 Z J 1 W 0 i m o ATCHLINE - EE BASELINE ROA ,,-SHEET T-3 o* TRACT 13280 I_ J O 00 I 5 04 . s ♦ •v ♦ 1 0 I �C o I' NORTH loop ELo\N NE B1 2411 - TRACT 13753 � 15 �� 0 0 o Q* o ,`` 0* 0 /� Cl i- 0 - �� 0 oak 7- o — WE o Q o tiv y ,• Q J o Q zp r� N • • SCALE: 1 ' 30' r -rtTRACT 13280 �o jNOSCgpF DESCRIPTION OF REVISION DATE PPROVE CITY OF RANCHO CUCAMONGA NOTE: KEY MAP uj ?G� , * INDICATES TREES REQUIRING DEEP ROOT PLANTER. _ _ =- PARCEL MAP 9350 yna� SOUTHERN_ PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH SEE DETAIL E ALL TREES PLANTED IN AREAS LESS NOTE: STREETSCAPE THAN 10' IN WIDTH TO BE INSTALLED WITH ROOT CONTROL A�7_ 53 FUTURE `- = SEE SHEET SP-3 FOR TREE, VINE & GROUNDCOVER PLANTING q�f �� cc►�FU��`P ELLEENA WEST O CO OL _ .�, LEGEND, PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. — BARRIERS. = _ : : _ = = PARK =.�: _ TREE, VINE & GROUNDCOVER PLAN ADDITIONAL ROOT BARRIERS MAY BE REQUIRED PER PREPARED BY. PREPARED FOR: • ' APPROVED BY DATE / `22397 ER R.C.E. NO. DIRECTION OF LANDSCAPE INSPECTOR BASED ON SITE _ w CITY ENGINE CONDITIONS. DEs GN �lM 3L LurJr�E ,,��t r : M P.T.B. DESIGN GROUP, INC. RJ A • '� = = ' = DESIGN GROUP, INC. LYON PLANNING AND LANDSCArE ARCHITECTURE 0 DRAWN .,.,,�...,.�u.,.,.....»�.K,...�..�.�,.».......,.�»» SHEE 1 PLANNING AND LANDSCAPE ARCHITECTURE WILLIAM LYON L.M.W. JOB NO. 5(14 08 T-1OF 26 27M LAS RAMRLAS SURE MISSION V I JO CA 1269 ( III SE2 7516 25e, e 1 7 E C DRAWING_ — -- - CHECKED /� -�� D WING NOL7 . NO SCALERANCHO ----- - ASCO ARCttSUITE6 K. CUCAMONGA. CALIFORNIA 917 (12 -20-88) (�DA1 F HEET NO. 0E-J Q ' 015,4)— -7516 TRACT 13753 zlPARK SITE ::t: : O O Z W 0 O PA �M ATCIHLINE SEE KENY 24 W T-44,, O*xxx <C/ Z.WESTEAST 00o 1 . ALCIA oMAT _CHLI NE SE LA C LANS TRACT 13280 - TRAILS TRACT 13280 TRACT 13281 * o* 0* 0 co L N _ EAsT o cnw NOTE:cno 0 I * INDICATES TREES REQUIRING DEEP ROOT PLANTER. 0 SEE DETAIL ALL TREES PLANTED IN AREAS LESS o w Q THAN 10' IN WIDTH TO BE INSTALLED WITH ROOT CONTROL 1z O BARRIERS. wo _ 1� ADDITIONAL ROOT BARRIEr;S MAY BE REQUIRED PER 1. Wo wzDIRECTION OF LANDSCAPE INSPECTOR BASED ON SITE w WCONDITIONS. U) 0op, NOTE: SEE SHEET SP-3 FOR TREE, VINE & GROUNDCOVER PLANTING LEGEND, PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. 0 qSCALE: 1 ' 30' TRACT 13280 -Pµ°sc 01� DESCRIPTION OF REVISION DATE PPROVE rn`' CITY OF RANCHO CUCAMONGA KEY MAPPARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH NORTHSTREETSCAPE ELLENA WEST/ELLP—NA EAST Ad _ 1 53 = = FUTURE= PARKTREE, VINE & GROUNDCOVER PLAN PREPr4RED BY: PREPARED FOR. DAT E APPROVED BYITY ENGINEER R.C.E. NO. 23 7 DESIGN7 iME_� vMML NL)EL, RJMP.T.B. DESIGN GROUP, INC./•� LYON n ANMNG AND LANDSCAPE ARCHIMMYRF.ACT 1 2 _ � � � - � - . . .DESIGN GROUP, INC. DRAWN SHEE7 PLANNING AND LANDSCAPE ARCITITECTUREyVILLI L•M•w• JOB NO. 504-08 T-2 J AM LYON 26 27U5 LAS RAMSLAS.SUITE ,MISSION VIFJO,CA.1269 f I)582 HECK RINL __ ____ � 171 CHECKED ^� �j��j�� DRAWING NO --- - - - - - ai GQ NO SCALE - --- _ - -- - - _ - 0540 ARCHISALD SUITE t RANCHO CUCAMONGA, CALIFORNIA 91750 (12-20-88) DATE /' -- U N 0. -- F - rF MATCHLINE - E A ELINE ROAD - SHEET T-1mo G 5� 15 ' C� • f< TR CT 13280 1 15 * * * or1 Y UNIONcr : KAM • — - - -- - - --• - • LL O 1 � I— • '• 1 O F— TUieF TU1�F 1 m r BASELINE ROAD 1 w a: -IN AA Z J ED m Q IZ Q Z � li W IU W _ _ . . � : .... ... :�- . :.. . . ... ;... :::. . Rt#. ,G:: . ... :.. ....................................................... 1 .......... . 1 .................... .::::::::::::::::::::::: 1 1 1 z { �� PINK i.l L°5 pG r(5 �I' C �+ - •� II - MATCHLINE - SEE VICTORIA VINEYARDS SOUTH TRAILS 15 15 24 5 5 MATCHLINE - SEE ELLENA EAST SHEET T-2 TRACT 13280 LANDSCAPE PLANS - DRWG. NO. I 1 • 1 : t 4: 1 - •. TRACT 13280 1 1 Le • TUFF uJ • _ - — - -•-- -. - — - . l ' F. lb O . ' W 1 W W w 1 11 W N z IW WIW CD i zi I cn W BASELINE ROAD w i ' — = co IW 1 1C) 1 1� .........:. : .... .. . ............ : ..:... :. ::::::.:::::.:::::::::::::: ::.::::::::::.:::::::::::::::::::::::;:::::::::::.:.::.:::.::.:.:::.:...:...::.:..:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.;:::.:.;:.:.:... :..:......::......................:.................:... ... ........... ........ ................................................................... ...... ...... ... :..................................:...........................................................:......:.:.:.:.:.:.:.:.:.;:.:.::.:.:.:.:.::. :: :.:.:.:.::.:.:.::.::.:.::.:.:.:.:.:.:.:.:.:.::.:.::.:.:.:.:.:.:.:....... :..... ........ ............... ....... . ......................................................#.. :.......................................:.................................:.......:..................:.......................:.....................:....................... .................. . .... #,C; .......... .. .......................................................................... ....... ..:............................... ................... .... :.........:.:...............:....:................... ...................................................................... :.........................................................................................:......................:........:................................. .. ....................................................................:..................... 1 , SCALE: 1 ' = 30 1 ...... NOTE: NOTE: SEE SHEET SP-3 FOR TREE, VINE & GROUNDCOVER PLANTING * INDICATES TREES REQUIRING DEEP ROOT PLANTER. 0 LEGEND, PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. SEE DETAIL E ALL TREES PLANTED IN AREAS LESS Z DESCRIPTION OF REVISION DATE PPR VE sp-3 THAN 10' IN WIDTH TO BE INSTALLED WITH ROOT CONTROL �p,NDSCgpF CITY OF RANCHO CUCAMONGA KEY MAP �Q�o. , w,1E 7(* q9� BARRIERS. �o PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD ADDITIONAL ROOT BARRIERS MAY BE REQUIRED PER '�, VICTORIA VINEYARDS SOUTH . . . . . . - � . . . . . � . . . � . . . --s� -- STREETSCAPE - - - - DIRECTION OF LANDSCAPE INSPECTOR BASED ON Si I E - 0�3� ' =_ - 14�T= 53 : : _ : FUTURE "_ BASELINE ROAD - , . _ CONDITIONS. PARK :;- _ - " rf of LAL+FaP�\ TREE, VINE & GFOUNDCOVER PLAN " - PREPARED BY: PREPARED FOR: APPROVED BY �' DATE s _ CITY ENGINEER R.C.E. NO. 2397 \ - DESIGN D i F EI UMME N E U _ M P.T.B. DESIGN GROUP, INC. ' LYON DRAWN ....,..u_...•.•,... ..�,e•,.,.��,«s.. SHEE1 • •,,-., •-•� -. : ; : ��� _ : . _ ,` • .� :,'- :: :: � .- _ DESIGN GROUP, INC. �_ ,�u�� - L.M.W. JOB NO. 504-08 Y/teWILLIAM LYON .,. . .,. . PLANNING AND LANDSCAPE ARCHITECTURE T 3 OF 26 ,., _. : : - -�— mrsu�►sRAMsc ►s.surre MIssiorvvI�o.cA.+u91c uisa�7suCHECKED DRAWING NO. _ lft0 ARCMtIAID surcE s K.D.E. ---- (12-20-88) DATE NO SCALE — _ - - _ RANCHO CUCANlOMGA, CAIIFORxiA 11130 // ,, �/ `SHEET NO. ` 0 OFi1 -)_ , MATCHLINE - SEE ELLENA C EAST SHEET T-2 PA LS I'C MS �p 5 (n Q !. w TRACT 13281 TI CH E - R S E OCHE T .. S W r k0uI EN SHEET T-5 w _ lz ,• _ �- f _ - M1 i , y e , D.- Z w w = TOP— Q � � I w c l BASELINE ROAD 0o 1 zl ij a: QI H 1 w . , ,. >:.:.» ....... .... ........ ...:... ... ... ...... . ... .. ... . .. ........... .. . .. .......... ... 1 cr 0 z FUTURE PARK i Q 1 O / ....::.............:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:::::.:::::::::::::,:::::;::::::::::::::::::::::::::::::: �C L 1 Q ........................::......:....... ::.... :::.:.:.:.:.:.: :-:.:.:.::.:.:................. 5 1 oC :. ...... -- -- - — -- --- - ...................................... 1 cv ......:....:............:................::.......... :::...•:.:.:.:.:.: :::::::::::::: :::::::::::::::: ::::::::::::::::::::::::::: :::::::.:.:.::........ ::.......:........ U 1 L� _ 1 �- V) ...:................................... .. . .. . ... T, :::.. .... w � F 1 U w 'Q :..::.::::: :::::::::::::::::::::::::::::::::::: :::::::::::::.:.:.:.......:.......:.:.:......::: :::: >:: :::::::: :::.:...:::.... 2 NOTE: TE: Q W a. 1 INDICATES TREE REQUIRING EP R C DE T PLANTER. Z - Q S S QU G OOT x X K � x E _ NY E X 2 SEE DETAIL S E T AREA LE ALL TRE PLANTED IN SS X W s - S S w X X _ 1 w p3 u) J THAN 10' IN WIDTH TO BE INSTALLED WITH ROOT CONTROL ui - La — O x x _ / BARRIERS. U) X -IQ_� ADDITIONAL ROOT BARRIERS MAY BE REQUIRED PER X /Z DIRECTION OF LANDSCAPE INSPECTOR BASED ON SITE _ X 1� w CONDITIONS. W Lp,NOSC14oE SEE SHEET SP-3 FOR TREE, VINE & GROUNDCOVER PLANTING_ ' 3 1q,< `'"f l'�cyogLEGEND, PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. 1 Q u^ -SCALE: 1 " = 30' r - TRACT 13753Date/ * ±S f� Lu Of CAUF����P 1 I 1 DESCRIPTION OF REVISION I DATE PPR VE i CITY OF RANCHO CUCAMONGA KEY MAP 1 NORTH PARCEL MAP 9350 SOUTHERN PACIFIC RAILRO 1 VICTORIA VINEYARDS SOUTH _. 7 . STREETSCAPE BASELINE ROAD AND KENYON WAY 53 = FUTURES= PARK PREPARED FOR: TREE, VINE & GROUNDCOVER FLAN PREPARED. BY: - G / DATE APPROVED BY2397 sCITY ENGINEER R.C.E. N0. ? DESIGN • - - `. - � _ _ _ % _ � - ._,., - �� � �M F;E.LOMME N E D _+ M P.T.B. DESIGN GROUP, INC. ACS _ -: _�f - _ LYONrI _ -. - DESIGN GROUP INC. A�`"' `�` ' ! 101 ` DRAWN ....�.......�R...�.....,....,e�,.�.,��«��� HEE1 Ylue WILLIB 504-08 _ PLANNING AND LANDSCAPE ARCHITECTURE AM LYON L.M.W. JO NO T 4 OF 26 27295 LAS RAMRLAS,SUITE 2*,MISSION VIEJO,CA.9201(711)M-7516 — � IN/Ga�NO, t540 ARCHflALt RANCHO CUCAMONfA, CALWORNIA •170 CHECK kD•E. DRAW NO SCALE _ � (12-20-88) DATE � `S`HEET NO. OF - 1 1 XI LUMBERYARD :........ EXISTING LU :..:: :: 0 ... ... ... .... :::.::::::•:•:•:•: :.. ::::.... ::.............. . .. J I. — — Im J ... IW ...... Iw ...... .............:::: .. ... . 1� - - T .... ... ....•.•.•.•.•:::.. I oc J........................... . , — _ ,... 1 U -- --- -— F- _ ----- Q o VENUE _ - • O► ROCHESTER oc ' cr Tu�� U ILLu _ 1 a_ MAYQ TRACT 13281 NORTH w p K Q 24 �p Q TRACT 13281 5 J 15 - 1 � �C 1 1\2j 1 i .. .. .... ... .. ... . 1 D - - 1 LLI > I IQ O m j 1 m� I ¢ I Iw W l OCHESTER A ENUE I W c/) I+ — — — — — — — — — NOTE: 1 m * INDICATES TREES REQUIRING DEEP ROOT PLANTER. 1 w SEE DETAIL E ALL TREES PLANTED IN AREAS LESS a: 1 5p-3 z ; w z THAN 10' IN WIDTH TO BE INSTALLED WITH ROOT CONTROL • . - , ■ J uj BARRIERS. T. U • - * Q ADDITIONAL ROOT BARRIERS MAY BE REQUIRED PER ml DIRECTION QF LANDSCAPE INSPECTOR BASED ON SITE 10 - _ CONDITIONS. NOTE: 1 SEE SHEET SP-3 FOR TREE, VINE & GROUNDCOVER PLANTING_ 1 LEGEND, PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. �p,NDSC qPF CALE: 1 " = 30' • t c � • •..,......,.• Q 4, ` • '-•.... ,� _ ` '� 0#�k'�115� i%1.�J`!'7l W,, W�-�--�4t� W7" 4(5,Df°lo s Qv TRACT 13281 ��a��•q - • `Sl Pre QAl VF CAI �N\P DESCRIPTION OF REVISION DATE 1APPROVEC KEY MAP CITY OF RANCHO CUCAMONGA . • PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH - NORTH STREETSCAPE ROCHESTER AVENUE AdrT_ 53 FUTURE - ' = = PARK - " PREPARED BY: PREPARED FOR: TREE, VINE & GROUNDCOVER PLAN 10 APPROVED BY t ATE CITY ENGINEER R.C.E. NO. 2 97 DESIGN Rj M HE�,UMME NUE U 7A t - RJ M P.T.B. DESIGN GROUP, INC. • -' ,t•- _ : _ /Ili 1 L _ _ - _ :• _ LYON , MFIi'I' NMNG AND LAND6CArE ARCECIi1RE or - 0 DESIGN GROUP, INC. DRAWN ,,., �...,...,a„.�. �.� .,.��,...,. ..,,. S HE E T h PLANNING AND LANDSCAPE ARCHITECTURE YKeWILLIAM LYON�P L M W JOB NO. 504-0826T-5 OF --- 27295 LAS RAMSLAS,SUITE 230.MISSION V IFJO,CA.92691( U)592-7514 ___--�— 7 CHECKED r DRAWING NO. — -- •SAO ARCHIeALO SUITE K.D.E. �r ��N NO SCALE - __. -- A ------ - -- - � �—" - - --- � � - —_ - RANCHO CUCAMONGA, CALIFORNIA 91750 (12-20-88) DAT E / L IL � •SHEET NO. Z,Z OF - . TRACT 13753 Ar WEST 74 A& Q Z S VIP . O w - 51 H5 Z N le xr 3b XG •, 41 32 rr- 29 IZI' MATCHLINE - SEE BASELI AD SHEET S-3 1 3GAA70 AG S� _ . TRACT' 13280 GO PIP - (o ry43 AA _ 40 XC 50 H5 -- 54 Kr •; s _ 77 AG I • NOTE: QUANTITIES SHOWN ARE THE MINIMUM NUMBER OF SHRUBS TO .may BE PROVIDED BY CONTRACTOR. REFER TO SHRUB LEGEND FOR ` yy SPECIFIED MAXIMUM SPACING. NOTIFY LANDSCAPE ARCHITECT y`• OF ANY DISCREPANCIES PRIOR TO INSTALLATION. SEE SHEET SP-3 FOR SHRUB PLANTING LEGEND, PLANTING 50 XC 1 •;�' DETAILS, & LANDSCAPE SPECIFICATIONS. NORTH 5 1'V SEE BELOW 34 AG 32 py TRACT 13753 16 rF_ 35 MI' `, ♦� 33 VI' x ♦ �� ° 103 ACS ° 3 PV o° ° ° 0) °°°°° °°o°° ° ° ° 31 PY ' °° f5 mp 0o°O ° .. ` ' _ : ... oy ° O yoo+o _o o°o 0 0 0o y ✓ I pi 00 00 0 0o _y _ °°°° °`° 23 VP 0 % WEST Q Coro AG It* H5 SCALE: 1 " = 30' 27 IW O 3q le I° 1 u. I I`1 H5 4$ TJ 26 TJ 40 ler36AA 33AA 75 HS mI t) pV b H 61 XC TRACT 13280 ZZ �r DESCRIPTION OF REVISION DATE PPR VE IIS H5 77 XC CITY OF RANCHO CUCAMONGA R�M� P� N KEY MAP h�Q�o �,Er���� g9 , a� °v PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH _ STREETSCAPE .1 : ; _ .t_ ,►� �� «— + ELLENPti WEST Of CAL�F��a\P A T_ 53 FUTURE = _ PARK , - SHRUB PLANTING PLAN PREPARED BY: PREPARED FOR: DATE APPROVED BY 22397 - CITY ENGINEER R.C.E. NO. W - DESIGN �1 (t, ummL LADED c- RJM P.T.B. DESIGN GROUP, INC. LYON ` PLANNING AND LANDSCAPE ARCHI'ILC77 RP ct , 2 _ DESIGN GROUP INC DRAWN �.w..��.,.m��r..� .r.�°..>~„r..n.. SHEET 0 • 6— L.M.W. JOB NO. 5(14-08 _ -- .. OF- It `a PLANNING AND LANDSCAPE ARCIHTECTURE J WILLIAM LYON S-1 26 _ 2721L9 LAS RAMBLAS,SUITE 250,MISSION VIFJO.CA.92691(7111582.7516 HECK A _ _ CHECKED � DRAWING NO $540 ARCHIBALD SUITE 9K.D.E. sJ to2�- NO SCALE — - -- RANCHO CUCAMONGA, CALIFORNIA 91750 K.D. qq-L -88) DATE (_/ 'SHEET NO._Zz3 0F I v0 H5 3 pF I1 TJ IIIM13 to Mp • 59 XC Q TRACT 13753 z I PARK SITE : :::: : 66 AA O :7 — --- — Z W 4 M C LINE - _ m 101 V SE KENY �/ - ,`` _•• E S-4 4f V .. 14 115 H 2 p , � - _ ;II. 712 - - 0- v 61• 61� 61• 6! ZH 5 6� 61• 6f� ro r•. o. m o ° ° .. o _ o� 6 61 0 0 v ° ° I f' :,.. 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NOTIFY LANDSCAPE ARCHITECT � s�: 'a;-_ 6i• �6s 61• � 6i•6i•��1, V J Q OF ANY DISCREPANCIES PRIOR TO INSTALLATION. ft DETAILS, i SEE SHEET SP-3 FOR SHRUB PLANTING LEGEND, PLANTING qT • Q DETAILS, & LANDSCAPE SPECIFICATIONS. Cy: ::•� 29 AA � 3 ` • • _ 36 M� SF♦♦ TRACT 13280 SCALE: 1 ' 30' F ,q& 40* 17 rV 24 RIO •. LLt ;• f� 4t* • •••• Sy��►ur mow_. 85 Arm '•-... * / I, LREY Po <GILfi;�93 �iP� • _ DESCRIPTION OF REVISION DATE PPROVE I S • l9r 75 XC f cAlti�o CITY OF RANCHO CUCAMONGA KEY MAP � PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH I NORTH STREETSCAPE - ELLENA\ WEST,'ELLENPt EAST Adf. 53 FUTURE - - PARK - SHRUB PLANTING PLAN PREPARED BY: PREPARED FOR: APPROVED BY DATE ? 3 CITY ENGINEER R.C.E. NO. 122397 _ _ r W DESIGN M kLE _UMME'v;EL RJMLYON P.T.B. DESIGN GROUP, INC. � t ' = = ' = DESIGN GROUP INC BANNING AND LAND6CNA►E ARCHPILCItIRL C DRAWN , r a w a, . ><m ar. m .'u�o .rri m..u xu [Ll L L.M.W. _, PLANNING AND LANDSCAPE ARCHITECTURE wI LL I A M LYON JOB NO. 504 08 S 2 2 6 -- --T- 27265 LAS RAMBLAS,SUITE 250,MISSION VIFJO.CA.92691 17141562.7516 CHECKED �F R O �� D � G �. -- 8540 ARCHIOALD SUITE . K.D.E. � Lit g NO SCALE - — - ----� � -- - _- _-� --- RANCHO CUCAMOHGA. CALIFORNIA 9170_ DATE _-- 12-20-88) • U SHEET NO. OF / MATCHLINE - E A ELINE ROAD - SHEET S-1 3fo Aa ZO I XC rd7� HS 19 XG 35 Mp 44 AA 13o FIV =,, Rr 52 _ 4a3 rJ -'. 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NOTIFY LANDSCAPE ARCHITECT ju I j OF ANY DISCREPANCIES PRIOR TO INSTALLATION. lu IDscA'o SEE SHEET SP-3 FOR SHRUB PLANTING LEGEND, PLANTING 79�CG I� p� DETAILS, & LANDSCAPE SPECIFICATIONS. 77 MB 31 Vp w 1 °` SCALE: 1" = 30' loop 1 � - ,.IQ^e1.��r TRACT 13753 1 Q W 1 � � s;�tf ca,�P 01�11J� f`>:•�N1"ING lit-•K—l�t� #�T �- �tl3algo r ' "rD 76 Mk3 221° 1 I 47 XG 1 ' 1 DESCRIPTION OF REVISION DATE PPR VE It) Ti 1 CITY OF RANCHO CUCAMONGA KEY MAP 56 � 1 NORTH PARCEL MAP 9350 SOUTHERN PACFIC RALROA 1 VICTORIA VINEYARDS SOUTH STREETSCAPE - - T- -' - - BASELINE ROAD AND KENYOP WAY FUTURE - • - - SHRUB PLANTING PLAN _� PARK -:: PREPARED. BY: PREPARED FOR. ` - _ �- APPROVED BY DATE ITY ENGINEER R.C.E. No. 2397 : _ - ; \ j"• DESIGN PECOMME DEL) • �� " ',,-- • � - - - - - - .� - • f • .=:=: P.T.B. RIM RJM DESIGN GROUP, INC. LYON rt ANNIM AND LAmwAn ARCHI'IEc mr DESIGN GROUP, INC DRAWN SHEE i PLANNING AND LANDSCAPE ARCHTr>ECTURE 9/ueWILLIAM LYON T� L.M.W. 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Q - At6 Vp Z __ f i CL. _ 7 AA III VIII i � iiili � � I _ __ ;5 _ Z � __ TRACT 13281 NORTH _ 55 AA 7t 25 ry _ 79 AA o $ H5 I Q 9& XG ?_0 Ti I Cts 73 VI° - = 105 w v TRACT 13281 •, 43 AA - �2 37 PV 50 AA 23 TJ • 134 H5 1 ea 1 1 25 pV 1 1 1 � 15 VI' 1 .. ` . .. ..... ::: O l _ w > 1° O O 1 i CIO 0 cr Q � IUJ w 1 ROCHESTER AVENUE I w U) PON 1 1 Im - 1 i w ui � 1 1cn W z NOTE: z rz J 1 W QUANTITIES SHOWN ARE THE MINIMUM NUMBER OF SHRUBS TO 1 (n BE PROVIDED BY CONTRACTOR. REFER TO SHRUB LEGEND FOR U Q ml SPECIFIED MAXIMUM SPACING. NOTIFY LANDSCAPE ARCHITECT �1 F AN, O Y DISCREPANCIES PRIOR TO INSTALLATION. 1 SEE SHEET SP-3 FOR SHRUB PLANTING LEGEND; PLANTING 1 DETAILS, & LANDSCAPE SPECIFICATIONS. 1 _ • I r • • 15 pV Lp%DSCgp� SCALE: 1 " = 30' 48 p� ••��.....•.• ��� � MUE*Ips, q Z XG •••.... CIO J © f Vl fL.Af i-n t1G,, -,At�p 01901 sLLJ em'y 90 TRACT 13281 Oa DESCRIPTION OF REVISION DATE PPROVE /,Cc of C QLI��P�\p CITY OF RANCHO CUCAMONGA KEY MAP PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH NORTH STREETSCAPE = ROCHESTER AVENUE ACT. 1 53 FUTURE `= = PARK _ SHRUB PLANTING PLAN = PREPARED BY: PREPARED FOR: Ll DATE APPROVED BY CITY ENGINEER R.C.E. No' ._ ( O. 22397 DES16N RjM fiE l UMtiS"t C `)�v P.T.B. DESIGN GROUP, IN RJM C. - •, - _ _ PLANNING AND LANDSCAPE ARCH'RF,(TURE ` ACT 1 2 LYON DRAWN „�.........,.,,,� „�,.,,,� .,.,�. SHE E 1 _ 0 DESIGN GROUP, INC. +` JOB NO. 504-08 PLANNING AND LANDSCAPE ARCHITECTURE WILLIAM LYON L.M,w, S-5 OF 26 27285 LAS RAMRLAS,SUITE 250.MISSION�'IF.tO,CA.92691 17i♦1582.7516 CHECKED D DRAWING NO _ •S40 ANCHIEAID SUITE S -K.D•E• LE I �' / ��g9 NO SCA �_------ - - - RANCHO CUCAMOMGA, CALIFORNIA 9t7so (12 20 881 DATE SHEET NO.-7LOF > �• _ OotNc. WALK - � I I R CVNc. MEDIUM BROOM FiNisH = � i R Nq # Ttaol_.l NCII SEF s�r��e P ►cUt�t vlRcc - �\�� ���// t L G Ta-�LEv JokYt- �SMc•.d�-t � T�PIC, \ / � . . ... _ • . -I TRak1EL FINISH � � � � r • •,:: - • , •• . . ;; NOTE; r gr__et)R neo Ev6E1. PROYIDE SCORE JOINTS AT 10 •0 O.C. AND 3/1 IITLIKINOUS FELT EXPANSION JOINTSAT 20'•0' O.C. FINISH 3 •' . .• - 5 1" IN LAWN '-I IN-rSEG-rolV A H' i NTER GTIo� YI ' I NRS1 7io� �tMFP� M b COM Fllls 2" IN PLANT IED � �T��:Tt ° oor CONCRETE 'OWCURf - RADIUS EXPOSED EDGES FB T� J AMD FJ ISN PER rLJN (INSTALL °ER � � J �6" LEVEL AT S1AlE CROSSINGS) 1 ��J✓. � TTP C.r^D FOR, LGK � Z T � -u sH / FINISH GADIoI` o �R�NiNISI II _ GtT Iii' 3. EXfls iGN c.lol NTI N� �I . ' • • • . - TY f� t 2 0 -r 1�-0^1 l°CR _ ca�LEo -f A 5 H. J.. c ' _ hN P RAL R : - 03RE• ACONTINUOUS r Tb MA•TC� 1��/I NG� C, i f� • , , •': • s s . . , ..(UNLESS OTHERWISE INSTRUCTED) ` JOINT W M�TIG SE�.Ei� ' (GOLOf� o.C ` V� . ' ASI T HAN ES oplRSG to T N _ o Jol N T'I l To ft)ff' r?^pl fRoM W �IxT��.e I •c>. J5 wINTs. (TYi°) �Ic �' - !ALL eY KAT .10 ►STT t1I0H I '�(C 4, C4NT 0N ;CIN I NC1 -p f z d �o� 1 ' MOLJN` m oN ANoDIZEb f�lE FOR TYPICAL SCORINGAT WALK JOINT � b INTERSECTIONS SEE Tb M&%TGH ?9XTiJRE-MotJNTNG 010 -0 HEiOHT lo -oll Spo'Clr� a l-o '.t A5 SHOWN or` CONST•� d1=TAIL N THIS SHEE-T F�- HTI 6"CONCRETE MOWSTRIP BETWEEN PRIVATE & CITY AREAS LA CONC. WALK FINISHING NO SCALE LB TYPICAL WALK SCORINGNos AL C SCALE LIGHT FIXTURE ON CONIC. PAD NO SCALE SEE ENGINEERING GRADING PLANS FOR ALL WALL CONSTRUCTION. GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE ��- 0"ec-joq-wkl tiaR Cd L"q: sox 0 NOTe: H�'C•Ro-�EEOEG T��' START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE LANDSCAPE iec w-Ao (3� ) .JI►Cii Ca"PecnON -rir.. kirm I CoNTR:'cTb1R -P C0N•l,O-T- "�� ARCHITECT OF ANY DISCREPANCIES. La" GeAC " ,�..,F� FWN T47 J 11T'1 aLOCK S S U 4R ✓�IV(� T�P�IQeS�I Np AFTeR �T�� A T 5 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO MOTE: W•)°�-('? r�'-`N Ct�L ZA P w�K TO Ii'ISTALL-Ir 'j GRAS �Ir`�0e)M4hT rd i"iDI�JIN CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. way a- Mac. 51'sscrr GowmH Al 5 -o 1:=01`, CoMfoLET-F, INgT�L.L_"ll%TIoH r1EDIUM To FINE SA1c)Flu. 1- PROYiDE SCORE JOINTS AT 10'-0. O.C. AND 3/1- IITUMINOUS FELT EXPANSION JOINTS MCH BACK Gr SID AT 20'•0' O.C. n �RQGLGURES, � c�. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS 3�W.."MIS NG Te C RATS O4 •�? SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN 6�d '•• TYi'NLLY ON THESE PLANS AND SPECIFICATIONS. 1" iN LAWN 2" IN PLANT IED = 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED AND CONCRETE NOW CURE -zRADiUS EXPOSED EDGES - R' �SoI�E GRYSTP�LS I�KEd APPROVED BY THE CITY INSPECTOR PRIOR TO POURING. AMD i1NISN PER PLAN (INSTALL AT GRADE I/2 �- ,.. - INTOUff-r-? LE\/EL Off e `- (CONTRACTOR 8" LEVEL AT SWIE CROSSINGS) �T•,0t '� COURSE �-T' Rs'�•TE 8#I�I� S.�' SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO 4"-O.G. _ _ ' '. THE INSPECINTON) . FINISH GRADE - (cs ' g ' •; C6 S nY 61 , 1, ?G •D SE .� • • fro `'. O'• GoM>✓�cTE>✓ TO q'o-q5% (51MiL^R 5. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED ON THE 0 _ .8 Td f',�.SHro GLASS Co RpP•pi�°�' � IRRIGATION PLANS PRIOR TO PAVING. IS RE-Wr CONTINUOUS - 172 Ill DE(�TH O� 6f \/El_SHAI,I, pE (UNLESS OTNERMiSE INSTRUCTED) }� P,5 L15EC� f=oP. ENT 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR ACCEPTED C6 �j . (�= Iii ASPN�I.T STANDARDS OF MATERIALS AND WORKMANSHIP. I iIU �I fZITTERlr 5r 5 QRS 1l�5 MA%Tl TE r4 SAfz 55-1 f EGeW pS(I HSTP.LL_ 7. ALL WALKS AND MOW STRIPS STAKED FROM OFFSETS SHALL BE CONSTRUCTED T�NSP,R SS-II AND P�RoSoKC PER i-"UFP�CTUi�R't) P ffzOM-- WITH SMOOTH GRADUAL CURVES. I PJ�AI LA�I,I✓ TH IQoUGH : m5NflpT ONS) MAtI-i&,FGH IzLATIONS8. FENCES AND NOW STRIPS STAKED ALONG PROPERTY LINES SHALL BE I AII 80 2 12N �D t�lYE E�VSTIt�lS SLI�C-��E STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. 0LhJ N6TotJ ibF,aGH,CA °I2ro4G 14, 530 - 3,�� 9. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT A 90 DEGREE 51-*lP CL-4cK UALL K1rm 6LLrlr $LOGIC I ftcwLjocr. ANGLE UNLESS SPECIFICALLY SHOWN DIFFERENTLY--E.G. ALONG PROPERTY Com ' O12-GO 'mISQoN"COL-ort NO SCALE LINES. OF [ 10. LOCATE SIDEYARD FENCES ADJACENT TO STREET A MINIMUM OF 6'-0" FROM 8" CONCRETE MOWSTRIP BETWEEN TURF & GROUNDCOVER E WROUGHT IRON FENCE/ SLUMP BLOCK WALLN ALE G BACK OF WALK OR TOP OF SLOPE TYPICAL. RITTERINGS GRASSRINGS MAT o Sc 11. STAKING OF ALL MEANDERING WALKS - ALONG BASELINE ROAD AND ROCHESTER AVENUE SHALL BE APPROVED IN THE FIELD AND ADJUSTED AS ��-���•`I��Y�`TI �� S:I tLA= � " NECESSARY TO MEET FIELD CONDITIONS BY THE PUBLIC WORKS INSPECTOR, `r1oUrJT -r2o rl wMlrwRe 811 2tPROJECT PLANNER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. ,�►l -P�►.-►-��-�ort�s f�Nl rz yY/P&fz l PFRoNT.I✓ P.NIONIG — 1� ci�lo .•�M1551J1�1 crai�vF- ELI!-GTFz0C.0' cT f-WISH '1 11 _ }GOhl"(' EL7f�(oM , Z" 12. 8" WIDE MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL SHRUB/GROUND COVER IlI'V-11 ✓OAT R-SS-I0-3-II TQC G"X(o"' 1611 SL.I.IM��l.(X�K--'rb c'lwy11111111111111111 Ill I AREAS AND TURF AREAS. 6" WIDE MOWSTRIPS SHALL ALSO BE PROVIDED 7j CA^- ��fVLE,pfpt_`I 52 G ay;l S,pp�s _ WHERE CITY MAINTAINED AREAS ARE ADJACENT TO PRIVATELY MAINTAINED 2 co�T� t p efcNz� P^t4T _' n J�S>'CK�IN15H iAipgi - To MaTGH 4<<5TIN6 AREAS. TO r�TCH U6HT FDcTrJf:$ N ZGI- �• �'IrT �`L�T�-�'I ..1AIN"1'v + 13. REFER TO GRADING PLANS FOR ADJACENT TRACTS FOR GRADING OF TRAILS. cct.. - prLF-5 r•�/�,ILA�L81f'cT. I!Z" �y L vIPU&HTi_F- PRoPLI✓T�-.,LNG. 'v &400 gffCAJ9-^ 111, 9 iuii IrIU 14. SUBMIT SHOP DRAWINGS FOR APPROVAL OF WROUGHT IRON FENCING. 1 TA, FF_ 5('W N65,Ch 9c6l0 3 '�• T ? ,�I i ' � v�Tl d �°°i8-97(,6/`1169 > -(�`'I VIII= II II 15. WALL AND FENCE TYPES SHOWN AND DETAILED ON THESE PLANS ARE FOR hbRlZZT M EFz 6 Rl Mp_ ! 2 11 GENERAL LOCATION, CONSTRUCTION AND FINISHING. SEE GRADING PLANS A L��Fi.`" �FtR M,"-4N - FOR EXACT WALL LOCATIONS AND STRUCTURAL DRAWINGS FOR ALL FOOTINGS Hyo Hol.r- CPfJi �. � � Ifm MT WAaTION 1 �� AND REINFORCING. SOILS COMPACTION PER SOIL ENGINEERS RECOMMENDA- cvTi—157KA ' lb DN.pRtr�► rLAN 30-0 + TIONS. FOR GRADING PLANS, CONTACT: ANCHOR eO-T FLUTE 2'-d + MORSE CONSULTING GROUP ��o�C� �� + 4860 IRVINE BLVD. / 201 RCr-oMMEND�TIoNS " __ 3: I st-oPt� n n • q _ iproWLiz; SO.OF;F�p «I' 5(�4-rOT C-O W4rH Z,F �•'r" 2�" 2'F IRVINE, CA 92720 (714) 730-7117 r 'r-i5q Mi N.doa cr,,'6> LI I II I I 00,4,-"x Ic" unp �` - �YNOTE.MIJ.3� �poM MI10H�I� pbp*t)O 8w� Coe'. FTo. 8SEE ENGINEER'S GRADING PLANS FOR LOCATION, W1Iles� � Olypr-- 5-4`�P^T>= 1131,OLft 9) *3l►ES Wrr-ilrI TfiE R�T' o 0)" PF Cr-40P_ = �= =`' CONSTRUCTION & OUANTiTIES "ANC STRUCTURAL INFORMATION ON ALL WALLS, DESCRIPTION OF REVISION DATE PPR VE - =A rj��Ta� � +� � 7SCgpf CITY OF RANCHO CUCAMONGA 3-p Qc, oUE;rNs q,9 Co N " �Qz �� �y PARCEL MAP 9350 a VICTORIA VINEYARDS SOUTH LIGHT FIXTURE SECTION H O 6W M PMOC.-K— M_rA Ml MG WALl.� I s� �.,le sTREETSCAPF CONSTRUCTION DETAILS PREPARED BY: PREPARED FOR: � �• "�� DATE /Z kbj- APPROVED BY 2397 ITY ENGINEER R.C.E. NO. DESIGN D iM PECOMMi NDED RJM P.T.B. DESIGN GROUP, INC. = INC. LANNING AND LANDSCAR AREWMECTURE DESIGN GROUP, NC. LYON DRAWN snow."""K___""" '°`. " •'""__ SHEET } PLANNING AND LANDSCAPE ARCHITECTURE WILLIAM LYON P.T.B. JOB NO. 504-08 D_1 OF 26 27285 LAS RAMSLAS,SUITE 250,MISSION VIFJO.CA.92611(714)582.7516 -T- CHECKED DRAWING NO. 8540 ARCHiBALD SUiTE 9 K.D.E. RANCHO CUCAMONGA. CALIFORNIA 91730 (12-20-88) DATE f SHEET NO. 7 9 OF ,�, - CONCRETE VALVE 001 t CA COVER Wu0 'IRRIGATION RCv• 'CMISTY'FL9 101IFL9 LIB OINCK COUPLING VALVE SET FLUSH WITH FINISH To SPRINKLER • ANQE PIPE 'm GRADE IN LAWN AREA SPECIFIED OEPTN WITH 450 ELLSSfDEWALK, CURB, 3"ABOVE FINISH GRADE IN OTHER AREAS ELECTRICAL METER TO BE xN 40 PrC MALE AOAlTOR ETC. �- GENERAL LEGEND PROVIDED BY IRRIGATION FINISH GRADE CONTRACTOR SCII so PVC IBIIOII LAWN AREAS CONTRACTOR IS TO PROVIDE 1g SYMBOLS DESCRIPTIONS MANUFACTURER b PART NO. REFERENCE ENCLOSURE MYERS NO. MEUG-I-M-28".1 IRASS 1111PLE �'�•. FINISH GRADE WITH MOUNTING BASE (FOR ONE r +• SHRUB AREAS CONTROLLER UNIT), MYERS NO. • • T -r� tr++r t.`++t , -DI TYPE ENCLOSURE FOR . LfIAP�?�R CONNEC ORS + * *i+ �j„�P.0•C�_ POINT OF CONNECTION SPECIFICATION M EUG ( 1 �1�� 315 4- + PRESSURE SUPPLY LINES& SIZE c &LGR CLASS P.V.C. SPECIFIC 1 1N 1A111f MEJIS T + �+ � SPECIFICATION . + TWO CONTROLLER UNITS) ELECTRIC-tORTROI rAlrE + T+ +7+ 12"aoUHD CONCRETE 2� " 3' IN PLANT BEDS ► ' 4- +-� BOX 9 PLASTIC DOVER � -- PRESSURE SUPPLY LINES 8 SIZE I�iB SML SCHEDULE 40 P.V.C. SPECIFICATION ELECTRICAL 120 V. COUDl11T TO SOURCE ice. . (, + + + I� TO BE PROVIDED BY DEVELOPER FINISH GRADE • - • ' 4�� NON-PRESSURE LINES 8 SIZE SCH. 40 PVC SPECIFICATION _ STAINLESS STEEL CLAMP{ �, F 11Mall TYPE CONTROL- « �Q\w PIP WIRES SCH.40 PVC LER/S MOUNTED INSIDE 1 CONCRETE FOOTING-INSTALL 2 x3 x 4 V - I SLEEVES FOR E& ENCLOSURE 1- { �j MIN. ABOVE FINISH GRADE AND ' SLOPE CONCRETE AT 2%TO DRAIN Z ����q� '�--PIG TAIL EXPARS10N '� G �:y I SIZE a LENGTH AS REO-0 A I CONTROLLER SEQUENCE ON-OFF SWITCH 110 LOOP (MIN• 2/ LONG) GALLONS PER MINUTE VOLT EXTERIOR OUTLE _ u �,. BRASS NIPPLE ( II �� I 1 CONTROL WIRE TO EACH R.C.V. 3+ j l 2 REMOTE CONTROL VALVE SIZE TO BE PROVI DED BY I I • - BRASS ANGLE GLOBE •''' » GENERAL CONTRALTOR I I I COMMON WIRE TO ALL R.C.V.'S ^ EA GRAVEL 3/4 I yAIYE M/UMI011 ��,`� �', �� AUTOMATIC CONTROLLERS CALSENSE p2000WiNsroE 1AEYERS MuG-1M DETAIL NO. I I ( J CONTROL WIRING(AWG OF•14 MIN.) 4-it j SCH. 40 PVC1i�{ ••,• . R�M� E TR�' ELBOW ' • •f' c T uh,. I H 24 PC AND _ BRASS NIPPLE -,j; % BRASS 90° STREET ELBOW TELEPHONE CABLE FOR FUTURE MODEM. 60 Q REMOTE CONTROL VALVES RAINBIRD EFA-CP SERIES DETAIL NO. 2 1 + r 1 6 01 + ". C 1/4' VASHEO CRUSHED REMOTE CONTROL VALVES=PRESS MEG TYPE RAINBIRD PE-PRS SERIES DETAIL NO. 2 AGGREGATE SIZE NIPPLE G QUICK COUPLINGVALVES RAINBIRD 33DLRC DETAIL NO. 3 i d PVC SUPPLY 4 . , ILII -4II -'_ LINE (SxSIIT) SIZE d LENGTH AS RE0�0 O SCH BIO PVC NIPPLE FITTING FINISH ® BACKFLOW PREVENTION ASSEMBLY (B.P.A) FEBCO 8125Y DETAIL No. 4 GRADE --CONTROL I COPM WIRES t� PRESSURE REGULATOR WICIHNS 500 SERIES DETAIL NO. 4 8" � � -- � � PVC SUPPLY UNE ELECTRICAL TAPE-TAPE WIRING AT in ELECTRICAL PEDESTAL MEYERS--MODEL#MEI)G+M M DETAIL NO. I INTERVALS OF 12'O.C. SCM 40 PVC'SxSxT TEE PRESSURE SUPPLY LINE WATER METER ( BY DEVELOPER) ( INSTALLED BY CONTRACTOR ) 2"c Urr CALSENSE K)oo S NOTES: SERVICE LINE-FROM METER TO B.P.A. COPPER p3 SSS � '' I. COMMON WIRE TO BE WHITE 13 CONTROL WIRE TO BE RED ' IN COLOR UNLESS OTHERWISE NOTED NOTE: BRASS STREET ELBOW 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER a REMOTE CONTROL VALVE UNLESS I. INSTALL CONTROL VALVES A RININUI OF lt' FROM STRUCTURES OR HAROSCAPING• `� GATE- VALVES (LINE SIZF-). NIBCO TI36 DETAIL NO. 5 OTHERWISE APPROVED. I. INSTALL rALIES IN KX BEDS ftlEVER POSSIBLE NEXT TO SIOEYALKS: ® CITY INSTAilED MOISTURE SENSING EQUIPMENT CALSENSE IOOOS/ PER MANUFACTURER SPECIFICATION 3. CONTROL WIRING SEOUE14CE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL 3. ►LACE VALVE BOX AT RLGKT ANGLES TO STRUCTURES OR HM MAl1NG. NOTE: USE TEFLON TAPE #4 REBAR DIRECTION VALVES 8 AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR ON ALL THREADED CORRECT VALVE SEQUENCE. 1. ►LACE AGGREWTE PRIOR TO INSTALLATION Of turf 141. FITTING N IOENTIFICATION TAG WITH APPRO"IATE CONTROLLER AMCMIN. 24-LONG OR AS SITE S. ATTACH *OVISTY MAI � REQUIRES FLOW SQ490R 8 MASTER VALVE CALSENSE 210 P, HARDrE 102. N.Q • DETAIL N0. 8 VALVE MIMI , TO CONTGOI WIRE. - TYPICAL ELECTRICAL METER AND CONTROLLER 2 TYPICAL-REMOTE CONTROL VALVE ASSEMBLY3 TYPIJR 103-83 CAL QUICK COUPLING VALVE NOTE: ONECALSENSE MOISTURE SENSOR FOR EVERY 4 VALVES , MOISTURE SENSORS SHALL.BE INSTALLED UNDER NO SCALE ASSEMBLY JR-84 ASSEMBLY TFL U{RECTION OF THE CALSENSE DISTRIBUTOR- TOM GENTILE ASSOCIATES (714) 458-0129 , UNDER APPROVAL OF THE CITY LANDSCAPE INSPECTOR . SIDEWALK , CURB, ETC. GATE VALVE BRASS NIPPLE CHRISTY FLa Box a FL 8 D LID + SPRINKLER HEAD LEGEND TEST COCK rTMP. 2 PLACES) (TYP 5 PLACES) SPRINKLER NOZZLE W _ 4�r THICK x ie' WIDE 1 -� L'ONCRETE PAD • REDUCED PRESSURE SYMBOL ARC RAD TRJ DESCRIPTION PSI GPM MFG. BODY HOZ. REFERENCE BACKFLOW PREVENTION BRASS ELBOW �:i� P-lam BODY//"ABOVE Y o 0 ROUND CONCRETE BOX a COVER x 1 (INSTALL I/2' ABOVE Q 90 8' 5 5 FLAT SHRUB HEAD 30 0.40 RAINBIRD SAM 1812 8Q FLT DETAIL NO. 7 PRESSURE REGULATOR COVER MARKED IRRI GATE - FINISH GRADE) (SEE DRAWING FOR CORRECT BRASS NIPPLE s „r ss sc '' I �j� 1200 8' 5 5° FLAT SHRUB HEAD 30 0.50 RAINBIRD SAM 1812 8T-FLT DETAIL NO. 7 DELIVERY PRESSURE SETTIN ) FINISH GRADE BRASS UNION LAWN AREAS 1800 8' 5 5° FLAT SHRUB HEAD 30 0.80 RAINBIRD SAM 1812 8H-FLT DETAIL NO. 7 .��•r x STRAINM N&0 II �" " fit••' '� ftX 360° 8' 5 5° FLAT SHRUB HEAD 30 1.60 RAINBIRD SAM 1812 8F-FLT DETAIL NO. 7 ES 0 EL 6 sc x >K a• FINISH GRADE SHRUB AREAS 0 900 10' 15 LOW ANGLE SHRUB HEA 30 0.40 RAINBIRD SAM 1812 100-LA DETAIL NO. T PVC SCH ' FINISH GRADE VKe 120° 10' 15 LOW ANGLE SHRUB HEA 30 0.50 RAINBIRD SAM 1812 1 OT-LA DETAIL NO. 7 BRASS ELBOW Olt, Ig MALE ADAPTOR • , � �- v 1800 10' 15 LOW ANGLE SHRUB HEAC 30 0.80 RAINBIRD SAM 1812 10H-LA DETAIL NO. 7 PVC SCH. BO NIPPLE X 3600 10' 15 LOW ANGLE SHRUB HEA 30 1.60 RAINBIRD SAM 1812 ICF-LA DETAIL NO. 7 BRASS NIPPLE SIZE MAX . 2 ' . HANDWHEEL. BRONZE / Q 900 15' 30 STANDARD SHRUB HEAD 30 0.95 RAINBIRD SAM 1812 15Q DETAIL NO. 7 GATE VALVE •' RELIEF T PRESSURE SUPPLYoP� PVC SCH.40 STREET ELBOW �d 1200 15' 30 STANDARD SHRUB HEAD 30 1.25 RAINBIRD SAM 1812 15T DETAIL NO. 7 ' LINE-DISCHARGE FINISH � 3 PVC SCH.40 ELBOW V 1800 15' 30 STANDARD SHRUB HEAD 30 1.85 RAINBIRD SAM 1812 15H DETAIL NO. 7 GRADE LOOSE KEY UW 270° 15' 30 STANDARD SHRUB HEAD 30 2.80 RAINBIRD SAM 1812 15TO DETAIL NO. 7 HOSE 8188BRASS ELBOW '•-_• PVC SUPPLY « PVC SCH.Bo NIPPLE(SIZE AS 360- 15 30 STANDARD SHRUB HEAD 30 3.70 RAINBIRD SAM 1812 15F DETAIL NO. 7 • BRASS PIPE BRASS PIPE - PVC TEE REQUIRED) IN FINAL POSITION S:SxT OR -RISER SHALL BE AT A 900 8 5 50 FLAT LAWN HEAD 30 0.40 RAINBIRD SAM 180` 80-FLT DETAIL NO.6 PEA MIN.2 CU.FT 31/4" ELBOW 45 ANGLE PRESSURE SUPPLY BRASS ELBOW (MI �j 1800 8' 5 5° FLAT LAWN HEAD 30 0.80 RAINBIRD SAM 1801, 8H-FLT DETAIL NO.6 LINE- »E-INTAKE " �� � 12 x 12"X 12 CO4aTTE THRUST BLACKS- TYPICAL GATE VALINE BRASS 90° 10' 5 LOW ANGLE LAWN HEAD 30 0.40 RAINBIRD SAM 1801, 100-LA DETAIL NO. 6 2 PLACES (MIN. I CU.FT. CONCRETE KICKER) 1,d+ nVe 1200 10' 15 LOW ANGLE LAWN HEAD 30 0.50 RAINBIRD SAM 18019 1OT-LA DETAIL NO.6 •' PVC MALE SCH.40 PVC SCH.40 STREET ELBOW NOTE: � '� ADAPTORS n180° 10' 15 LOW ANGLE LAWN HEAD 30 0.80 RAINBIRD SAM 1801, 10H-LA DETAIL N0.6 4 0 36011 10' 15 LOW ANGLE LAWN HEAD 30 1.60 RAINBIRD SAM 180(0 1 OF-LA DETAIL NO.6 • EQUIPMENT TO BE INSTALLED AT A MINIMUM OF24 FROM WALLS,BLDGS,ETC. t 90° 15' 30 STANDARD LAWN HEAD 30 0.95 RAINBIRD SAM 1801, 150 DETAIL NO. 6 • ONEOUTSIIDEIS NEXT TO BUILDING, WALL,ETC,TEST COCKS ARE TO BE �• y' •�. LATERAL LINE ( SIZE AS NOTED ON DRAWING) ' OW 120° 15' 30 STANDARD LAWN HEAD 30 1.25 RAINBIRD SAM 180(e 15T DETAIL NO. 6 • ALL UNDERGROUND PIPES SHALL BE DOUBLE WRAPPED WITH APPROVED NOTE* GATE VALVE SHALL BE INSTALLED N SHRUB AREAS Ig 1800 15' 30 STANDARD LAWN HEAD 30 1.85 RAINBIRD SAM 1806 15H DETAIL NO.6 TAPE WHEN USING GALV. STEEL PIPE. UNLESS OTHERWISE APPROVED . NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS ®�• 270° 15' 30 STANDARD LAWN HEAD 30 2.80 RAINBIRD SAM 1801, 15T0 DETAIL N0.6 4 TYPICAL BACKFLOW PREVENTER ASSEMBLY 5 TYPICAL GATE VALVE ASSEMBLY6 TYPICAL LAWN HEAD ASSEMBLY ® 360° 15' 30 STANDARD LAWN HEAD 30 3.70 RAINBIRD SAM 1801, 15F DETAIL NO.6 NO SCALE (2 1/2" AND SMALLER ) JR-85 NO SCALE (3 AND SMALLER) JR-84 NO SCALEJR-004-84 O - 4X1 - END STRIP LAWN HEAD 30 0.60 RAINBIRD SAM 1804 15EST DETAIL NO.6 (� POP-l�1 .O - 4X3 - SIDE STRIP LAWN HEAD 30 1.20 RAINBIRD SAM 1801, 15SST DETAIL NO.6 UTOmATIC CONTROLLER TO POWER V • � SUPPLY-\ SLACK AS NOTED "•• • . • • WHITE WHITE • RUE • SIDEWALK,CURB,RITC. • - CONCRETE sox BcovER SCALE: 1 " 30' W/LOCK TOP(TYP.) WISH GRADE 'M M l� -SPRINKLER NOZZLE LUE FINISH PRESSURE GRADE SUPPLY LINE �• (DISCHARGE) --PVC TEE OR ELBOW (SXSxT) • • •:� -:�, -.":V•�•1 GOND II��NOSC�I DESCRIPTION OF REVISION DATE PPR VE rELLOMI •• "R VALVE A �.r p r" : ��' •• .�4•- VL (NORMALLYOPEN) C _%W GRAVEL �Q � J M El'-V61CITY OF RANCHO CUCAMONGA (MIN.3 CU.FT) y PARCEL MAP 9350 LINE TO BE THE SAME + �-SIZE AS FLOW SENSOR VICTORIA VINEYARDS SOUTH FLOW SENSOR VALVE 'Oja'Or,EF STREETSCAPE POP-UP ASSEMBLY >� is S.T) (INSTALLED I"ABOVE GREEN i. •. >P D MIN l FINISH rELLO S PEN AREAS OR AS 't x O NOTED) SCH.40 PVC STREET ELBOW DIA OF FLOW SENSOR SIZE (MAX.30") PER GENTILE_ASSO+C'S F LA00 IRRIGATION LEGEND & DETAILS SCH'BOP'VC NIPPLE PREPARED BY: PREPARED FOR: i (LENGTH AS REQ O) NOTES APPROVED BY ( ATE � • INSTALL VALVE BOXES V2"A BOVE FINISH GRADE-LAWN AREAS. Z- SCH.40 PVC STREET ELBOWS ITV ENGINEER R.C.E. NO. NmG LOX • INSTALL VALVE BOXES 2"ABOVE FINISH GRADE-SHRUB AREAS. DESIGN i� PE LUMME N JE U �� DIA.OF FLOW SENSOR SIZE RJ M (MAX.30")PER GENTILE • ALL WIRES ARE TO BE H GAUGE A,I,C, DESIGN GROUP, INC. NOTE 1. INSTALL HEAD FLUSH WITH TOP OF HARDSCAPE AT INTERSECTION a CORNERS. ASSOC'S • USE TEFLON TAPE ON ALL THREADED FITTINGS RJMLYON ,�� PLANNING AND LANDNif Ali ARC'HrI'f.CR7RE DESIGN GROUP, INC• DRAWN """'""""""�"'"�""""• "" SHE E 1 • WATERPROOF ALL WIRE CONNECTIONS. JOB NO. 504-08 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. PLANNING AND LANDSCAPE ARCHITECTURE Y/teWILLIAM A•I• - �'2 OFZG T TYPICAL SHRUB HEAD POP-UP ASSEMBLY 8 FLOW S a MASTER rF LYE 2►»LAS RAM6LAS.SUITE 235,MISSION S'IF►O CA.121,11(7111 St2.7S1• LYON CHECKED O,�« DRAWING NO NO SCALE-111117 12M POP-UP ) •SAO ARCHiITE BALD SUB C/+ RANCHO CUCAMONGA, CALIFORNIA 61750 A.I.C.(12-20-881 DATE (- �' --SHEET NO. OELL IRRIGATION SPECIFICATIONS 02810 33OTGMCN 4. Before the date of the final site review, the Contractor shall 5. Contractor shall be responsible for the total performance of such 3. All P.V.C. pipe must bear the following markings: transfer all information fran the "as-built" prints to a PHOTO Mylar substitution to equal or surpass the original in every respect. 1-00 GENERAT. or similar lar material All work shall a. Manufacturer's name my procured frog( the CITY. be in waterproof India ink and applied to the mylar by a technical pen 6. Tf the substitution proves to be unsatisfactory in the opinion of the 1.01 DESCRIPTION made expressly for use on mylar material. Such pen shall be similar ' Contractor shall remove such work and replace it with b. Nominal pipe size to those manufactured by Rapidooraph, Kueffel & Esser, or Faber originally specified item (including installation) as part of the work A. Scope of Work: Provide all labor, materials, transportation, and services Castell. The dimensions shall be made so as to be easily readable of this section, C. Schedule or class necessary to furnish and install Irrigation Systers as shown on the even on the final controller chart (see Section 1.03-C) . The original drawings and described herein. mylar "as-built" plan shall be submitted to the I-e ger`( ' for approval d. Pressure rating in A.S.T. (not required on drip tubing) prior to the making of controller chart. B. The -n-f shall have the sole responsibility for accepting or rejecting 1.02 QUALITY ASSURANCE & REQUIREMEMIS any substituted item as an approved ecual to ecuipment and materials listed e. NSF (National Sanitation Foundation) approval (not required on 5. The Contractor shall dimension from two permanent points of reference, on the irrigation drawings and specifications, drip tubing) A. Permits and Fees: The Contractor shall obtain and pay for any and all building, corners, sidewalk, or road intersections, etc., the location permits and all inspections as required. of the following items: 1.06 GUARANTEE f. Date of extrusion B. Manufacturer's Directions: Manufacturer's directions and detailed drawings a. Connection to existing water lines. A. The guarantee for the sprinkler irrigation system shall be made in 4.. Solvent cement and shall be followed in all cases where the manufacturers of articles used in accordance with the follow form. The general conditions andprimer for P.V.C. solvent-geld pipe and fittings �9 9 shall be of type and installation method prescribed by the this contract furnish directions covering points not shown in the drawings b. Connection to existing electrical power. supplementary conditions of these specifications shall be filed with the manufacturer. and specifications. Owner or his representative prior to acceptance of the irrigation system. C, Gate valves. 5. Brass Pipe & Fittings: C. Ordinances and Regulations: All local, municipal and state laws, and rules B. A copy of the guarantee form shall be included in the operations and and regulations governing or relating to any portion of this work are d. Routing and/or directional turns of sprinkler pressure lines maintenance manual. a. Brass pipe shall be 85% red brass, American National Standard hereby incorporated into and made a part of these specifications, and their (dimension max. 100' along routing) Institute (ANSI) , Schedule 40 screwed pipe. provisions shall be carried out by the contractor. Anything contained in C. The guarantee form shall be retyped onto the Contractor's letterhead and these specifications shall not be construed to conflict with any of the e. Sprinkler control valves. contain the following information: b. Fittings shall be medium brass, screwed 125 pound class. above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, f. Routing of control wiring. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 2.03 ELECTRICAL (HIGH VOLTFC,E) workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the g. Quids coupling valves. We hereby guarantee that the sprinkler irrigation system we have furnished A. All high voltage electrical service P �9 q g required for automatic controller and provisions of these specifications and drawings shall take precedence. and installed is free from defects in materials and workmanship, and the other equipment noted on drawing for irrigation system will be provi&d by work has been completed in accordance with the drawings and specifications, others. D. Superintendent: h. Other related equipment as directed by the CITY INSPECTOR . ordinary wear and tear and unusual abuse or neglect excepted. We agree to repair or replace any defects in material or workmanship which may develop B. Provide approved t similar to that mar_ufactured pp ��e enclosure for meter, 1. A superintendent satisfactory to the c•e Representative shall be 6. de or before the date of the final site review, the Contractor shall during the period of one year frau the date of acceptance and also to , , by supe ry -r'•�''s' ep n9 Pe Y P P"}ors Electrical Products, Inc. (213) 724-0450, model as specified on resent on the site at all times Burin progress of the work. deliver the corrected and completed r'T( S to the �-ITY Delivery repair or replace a damage resulting from the repairing or replacing of p g p og pa p any g g n9 drawing. Enclosure shall be of ac ,,ate size to house automatic controller of the to re will not relieve the Contractor Of the responsibility of such defects at no additional cost to the Owner. We shall make such specified on drawing. Enclosure shall be zinc coated steel, minimum 12 2. The Superintendent shall not be changed except with the consent of the furnishing required information that may be omitted frau the prints. repairs or r lacemments within a reasonable time, as determined b the ape aTt4 pt pa ep Y gauge thickness. Cabinet shall be protected against corrosion in CITY'S Representative. �- , after receipt of written notice. In the event of our failure to - accordance with U.L. 50, Cabinets and Boxes, Section 13. Exterior covers C. Controller Charts: make such repairs or replacements within a reasonable time after receipt of to be minimum 14a e steel and shall have written notice frond'( we authorize the u9 padlocking provisions. 3. The Superintendent shall be authorized to represent the Contractor. �I �cTY to proceed to have said Deadfront shall be a a hinges, type, 16 gauge minimum, and shall not require1. As-built drawings shall be approved by the -r"S before controller repairs or replacements made at our e).Tense and we will pay the costs and the use of installation or servicing. All- factory installc-d components E. Explanation of Drawings: charts are prepared. charges therefore upon demand. shall be U.L. listed. All factory installed conductors shall be copper, 2. Provide one controller chart for each controller supplied. size and type to conform: to NEC and U.L. recniirements. Enclosure shall be • 1. Due to the scale of drawings, it is not possible to indicate all PRS: - - - - - ----- --- ---- furnished with a detachable sub-base with 1/2 inch diameter bolts. offsets, fittings, sleeves, etc., which may be required. The 3. The chart shall show the area controlled by the automatic controller Mounting bolts shall not be visible outside the enclosure after contractor shall carefully investigate the structural and finished and shall be the maximum size which the controller door will allow. _ _ - __-_ _ _ _ CONTRACTOR: -, - _-____- _ _ PHONE NO.: _ ___.__ __.,.,_ installation on s6b-base. Enclosure finish shall consist of one coat zinc conditions affecting all of his work and plan his work accordingly, chromate primer and two coats baked enamel paint. COLOR PER CITY, furrrishiM stseh fittings, etc., as may be required to meet such ADDRESS: - _ _ - BY: _-- conditions. Drawings, are generally dig rammlatic and indicative of 4. The chart is t0 be a reduced drawing of the actual as-built system, of - • . ng 9 Y 9 C. Electrical equipment installed outside building shall be NEMA 4 type. the work to be installed. The work shall be installed in such a a maximum size that will fit inside controller housing, double sided manner as to avoid conflicts between irrigation systems, planting and if required for readability. D. All connections between electrical services and equipment shall be in rigid architectural features. 5. The chart shall be a blackline print and a different color shall be DATE OF ACCFP'f7 )CTS:........-- - - - --- BY: - - galvanized electrical conduit, with conduit and wiring size as required. . used to indicate the area of coverage for each station, using pastel 2.04 ELECTRICAL (LOW VOLTAGE) 2. The word -r-rrT as used herein shall refer to the -MYS or transparent colors. authorized representative. 2_00_--PRL7= A. Connections between controller and remote control valves shall be made with 6. When oanpleted and approved, the chart shall be hermetically sealed ' 3. All work called for on the drawings by notes or details shall be between two pieces of plastic, each piece being a minimum 20 mils. 2.01 MATERIALS direct burial AWG-UF, 600 volt wire, insulation thickness 3/64 • inch, furnished and installed whether or not specifically mentioned in the utilizing ]ow density high molecular weight polyethylene insulation. specifications. 7. These charts shall be completed and approved prior to final acceptance A. General: Use only new materials of brands and types noted on drawings, specified herein, or avec equals. B. Splices, where permitted, shall be waterproofed using Rain Bird, Pen-'l�ltt of the irrigation system. � � �� �N Connectors or fusable heat shrinking tubing, and housed in a box. Boxes 4. The Contractor shall not willfully install the irrigation system as for other irrigation use may be utilized for this se. shown on the drawings when it is obvious in the field that D. Operation and Maintenance Manuals: 2..02 PIPE & FITTINGS Y purpose. obstructions, grade differences or discrepancies in area dimensions p C. Wire sizing shall be a minimum of X14 "UF" 600 volt underground wiriii exist that might not have been considered in engineering. Such 1. Prepare and deliver to the .�-rrT within 10 calendar days prior to A. Pressure Main Line Piping and Fittings: Sizes 1�2 inches and smaller g 9 g, shall be Schedule 40 P.V.C. 2'I� 'tom "� "F� �-'- 3r5 unless a shielded cable is used in which case X118 wire r-ey be used. C�.mn obstructions or differences should be brought to the attention of the completion of construction, two hard cover binders with three rings t mire to be white in color, and PILOT WIRES RED IN COLOR. c T-tYs, authorized representative. In the event this notification is containing the following information: B. -Non-pressure lines (buried) : Shall be P.V.C. class 200. not performed, the irrigation contractor shall assume full 2.05 GATE VALVES responsibility for ,,any revision necessary. a. Index sheet stating Contractor's address and telephone number, list of i nt with name and addresses of local manufacturer's C. All pipe and fittings shall conrorm to specific requirements as follows: N P A. 3 inches and smaller (unless otherwise noted on Drawings) : ASTM, P•62 brass 5. Work of this Section which is allied with the work of other trades representative. b . 150 mound saturated steam rated; with screwed g 1. P.V.C. (Solvent WeZ� ody. joints; notrrisin shall be coordinated as necessary. stem! scre�red bomet, solid disc. Provide with handwheel. b. Catalog and part sheets on every material and ecuipment installed a. Pipe: Manufactured from virgin polyvinyl chloride compound in F. Underwriters Laboratories: Electrical wiring, controls, motors, and under this contract. accordance with ASTM D 1784 or ASTM D 2241, cell .classification 2.06 QUICK C(,vJPLII"I; VALVES devices Shall be U.L. listed, and so labeled. 12454B. hydrostatic design stress rating not less than 2,000 C. Guarantee statement. 1.03 SUBMITTALS P.S. A. Two piece type brass body, YA pound class, with 3/4 inch female threads i. d. Complete Operating and maintenance instruction on all major opening at base, permitting operation with a special connecting device A. Material List: n-� zr�nt. b. Fittings (solvent weld or thread) : Standard weight. schedule 40. (coupler) designed for this t�urpose. side gated, injection molded P.V.C. complying with ASTM D 1784. - 1. The Contractor shall furnish the articles, equipment, materials, or 2. Tn addition to the above mentioned maintenance manuals, provide the cell classification 13454B, including threads when required. 1. Coupler threads: lug type Processes specified by name in the drawings and specifications. No a 13., maintenance personnel with instructions for major equipment C. l ubber gasket) : Schedule 40 injection three _ .ts 2. Hinge cover: Provide with rubber-like vinyl cover. substitution will be allowed without prior written acceptance by the and show evidence in writing to the CITY'S REP. at the conclusion of the shall be mega h stainless rte and support project that this service has been rendered. gussets. Al1 tees and els with an an brace as a 2. Complete material list shall be submitted prior to performing any part of fitting. Sim' a 1 respects anufactured by work. Material list shall include the manufacturer, 'model number and Equipment to be Furnished: Flo-Seal ed in full accordance with ma ' •Zt E. mendations. description of all materials and equipment to be used. 1. Supply as part of this contract the following tools: d. Fittings (2" through 8") slip type way be used. but must be 3. Equipment or materials installed or furnished without prior approval similar in all respects to those manufactured by Cal Am of the <-n`f may be rejected and the Contractor required to remove a. Two keys for opening valve boxes. Manufacturing Company and installed in accordance with their such materials from the site at his own expense. recommendations. 4. Approval of any item, alternate or substitute indicates only that the b. Two keys for each automatic controller. product or products apparently meet the requirements of the drawings 2. P.V.C. nipples shall be schedule 80 with molded threads. C. One quick-soupier key and matching hose swivel and specifications on the basis of the information or samples - for every los or fraction thereof. valves installed. submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement 2. The above mentioned equipment shall be turned over to the ;,-rr-f at the the guarantee. conclusion of the uroject. Before final acceptance can occur, evidence that the �-*r`f has received material must be shown to the SCALE: 111 = 301 6. If equipment in as specified. no manufacturer descriptive catalogs are Architect. necessary in submittal. B. Record and As-Built Drawings: 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling of P.V.C. Pipe and Fittings: The Contractor is cautioned to 1. The Contractor shall provide and keep up to date and complete "as- exercise care in handling, loading, unloading, and storing of P.V.C. pipe built" record set of blue-line ozalid prints which shall be corrected and fittings. All P.V.C. pipe shall be transported in a vehicle which daily and show every change from the original drawings and allows the length Of pipe to lie flat so as not to subject it to undue DESCRIPTION OF REVISION I DATE iAPPROVEC specifications and the exact "as-built" locations, sizes. and kinds of bending or concentrated external load at any point. Any section of pipe �pNDSCq�F b obtained from the equipment. Prints for these purposesmay e t that has been dented or damaged will be discarded and, if installed, shallCITY OF RANCHO C U C A M O N G A Architect at cost. This set of drawings shall be kept on the site and be replaced with new piping. shall be used only as a record set. `mss PARCEL MAP 9350 2. These drawings shall also serve as work progress sheets and shall be 1.05 SUBSTITUTIONS VICTORIA VINEYARDS SOUTH tr the basis for measurement andent for work completed. These Slgnatwe r drawings shall be available at alZytimes for site reviews and shall be A. If the Irrigation Contractor wishes to substitute any equipment or * ! ST R E E T S CA PE materials for those equipment or materials listed on the irrigation ll kept in a location designated by the -a Should the record drawings "specifications, he _T ng spec , may do . so by providing the following blueline as-built progress sheets not be available for review or not information t15 GfNcf1 -re -r+1E=,of-r•f �_ moo,., ., up to date at the time of any site reviews (refer to Section 3.02-B-3 LAO IRRIGATION SPECIFICATIONS Observation Schedule), it will be assumed no work has been completed 1. Provide a statement indicating the reason for making the substitution. PREPARED BY: PREPARED 'FOR: and the Contractor will be assessed the cost of that site visit at the current billing rate of the <-rr' IuP'���to other inspections shall Use a separate sheet of paper for each item to be substituted. r ATE t 8 CITY ENGINEER take place prior to payment of that assessment. APPROVED BY _ R.C. . � " -� � 2. Provide descriptive catalog literature, performance charts and flow E NO1 _c,F 3. The Contractor shall make neat and legible notations on the as-built charts for each item to be substituted. DESIGN RJ M progress sheets daily as the work proceeds, showing the work as RJM A.I.C. DESIGN GROUP, INC. actually installed. For example, should a piece of equipment be 3. Provide the amount of Oust Savings if the substituted item is LYON r ".`.":.�'�°mA" �` C : installed in a location that does not match the plan, the Contractor approved. _- DESIGN GROUP, INC. DRAWN SHEET oust indicate that equipment has been relocated in a graphic manner so y _ XeWILLIAM LYON A.I.C. JOB NO. 504-08 SP-1 bF 26 4. Approval of an item as a substitution or alternate is for designPLANNING AND LANDSCAPE ARCHITECTURE as to match the original symbols as indicated in the irrigation 27MLAS RAMOLAS•SUITE 258.MISSION VIEJO.CA.920](714)582-7516 legend. The relocated equipment and dimensions will then be only, based on information or samples provided by the Contractor. CHECKED DRAWING NO transferred to the original as-built plan at the proper time. �sao ARCNteAt.O SUITE I V,. �)� �D'�j RANCHO CUCAMOMGA, CAIIfORN1A �17�0 12120.88 C� r 1 2.07 BACKFLOW PREVENTION UNITS B. Observation Schedule: D. Trenching and Backfill ttOer Paving: 3. Identification tags shall be attached to each remote control valve, showing number that corresponds with controller sequence. Tags shall A. Backflow preventer. designed to operate on a redumd pressure principle; 1. Contractor shall be responsible for notifying the ArchitectJ.ra� nee 1. Trenches located under areas where paving, asphaltic concrete or be manufactured of polyurethane Behr Des id equipped with ate valves and fielO test cocks. � opo , yellow in color with 9 for the following observation meetings, according tol the time concrete will be installed shall be backfilled with sand (a layer 6 black letters 2-3/4 inches by 2-1/4 inches. indicated: inches below the pipe and 3 inches above the pipe) , and compacted in B. Wye strainers at backflow prevention units shall be 1254 class cast brass layers to 95% compaction using manual or mechanical tamping devices. with 60 mesh monel screen, unless othenaise noted on r1rc-*wing. a. Pre-job conference - 7 days Trenches for piping shall be compacted to equal the compaction of the 3.04 TEMPORARY REPAIRS C. Backflow unit shall be housed in a protective housing as noted on drawing. existing adiacent undisturbed soil and shall be left in a firm 2.08 AUTOMATIC, CONTROLLER b. Backflow assembly location - 48 hours unyielding condition. All trenches shall be left flush with the A. The CITY reserves the right to sake temporary repairs as necessary to keep A. Type: fully automatic operation, capable of operating the number of adjoining grade. The Sprinkler Irrigation Contractor shall set in the sprinkler system equipment in operating condition. The exercise of C, Pressure supply line installation and testing - 48 hours place, cap, and pressure test all piping under paving prior to the this right by the -tr( shall not relieve the Contractor of his stations and type indicated on Drapings. paving work. responsibilities under the terms of the guarantee as herein specified. 1. Wall mount type in a housing with locking hinged cover. d. Automatic controller location - 48 hours -2. Provide with a surge protection integral with controller unit. 2. Piping under existing walks is generally done by jacking, boring or 3.05 MOISTURE SENSING EQUIPMENT e. CCnt _Q wise installation - 48 hours hydraulic driving. Any cutting or breaking of sidewalks and/or 3. Fuse and chassis ground all controller components. concrete necessary shall be performed by the Contractor and paving A. Locate in field as directed by -"C-`f AND CITY 2.09 REMOTE CCNTRCL VALVES f. Lateral line and sprinkler installation - 48 'hours replaced as a part of the contract cost. Permission to cnt or break sidewalks and/or concrete shall be obtained from the Grz"{ . Ido B. Check the system to ensure that sensors are operating correctly. not Zees A. Valve type: spring-loaded, packless diaphragm activated, normally closed g. Coverage test - 48 hours hydraulic driving will be permitted under asphaltic concrete paving. than four times over & 30-day period. adjust or relocate moisture sensing type with plastic body, equipped with flaw control, h. Final site review - 7 da 3. Coordinate installation o equipment as �e�o� ll ?�( 'r1e<�+�r�T�-AND CITY f piping and wires under paved areas with Ys P P � P3 General Contractor. C. Any relocation of equipment required shall be within 15 Leet of original B. Valve solenoid: 24 volt a.c. 4.5 watt maximum, 500 milli-amp maximum surge, 2. When observations have been conducted by other than the Br"•tect, ' location and shall be a part of the work of this Section. encapsulated to forma show evidence in writing of when and by whom these observations were 4. The installing contractor may (but is not required to) install sleeve corrosion-proof, stainless steel construction, epoxy made. for future installation of water lines and wires, unless otherwise 3.06 FIELD QUALITY CONTROL single integral unit. noted. C. Provide bleeder valve to permit operation in the field without 'R r at the 3. No site observations will commence without as-built drawings. In the A. Adjustment of the System: event the Contractor calls for a site visit without as-built drawings, E. Assemblies: controller. without completing previously noted corrections, or without preparing 1. The Contractor shall adjust all sprinkler heads and valves for optimum �tie systfor said visit he shall be responsible po for. reimbursing the Mf 1. Routing of sprinkler irrigation lines as indicated on the drawings is performance and to prevent as' much as possible any overspray onto 2.10 SMAI�, DAWN SPRINKLER READS em t at his current billing rates per hour, portal to portal, diagrammatic. Install lines (and various assemblies) in such a manner walks and roadways. No spray is permitted on buildings. A. Sprinklers shall be similar in all respects to type noted in legend on (plus transportation costs) for inconvenience. No further site visits as to conform with the details per plans. 2. If it is determined that adjustments in the irrigation equipment will drawl will be scheduled until this charge has been paid and received. • 2. , Install NO multiple assemblies' in plastic lines. Provide each provide proper and more adequate coverage. the Contractor shall make C. Final Observation Prior to Acceptance: assembly with its own Outlet. such adjustments prior to planting. Adjustments may include changes B. Heads shall have screw adjustments. in nozzle sizes or degrees of arc, as required. 1. The Contractor shall operate each system in its entirety . for the . 3. Install all assemblies specified herein in accordance with respective C. Nozzle shall rise a minimae of � inches. .e�,7 � 3. All sprinkler heads shall be set perpendicular to finished grades at time of final observation. Any items deemed not detail. In absence of detail drawings or specification pertaining to acceptable by the ��7 or not in compliance with these specific items required to complete work, perform such work in unless otherwise designated on the plans and at height and distance D. Body shall be equipped with abuilt-in check valve. specifications and drawings, shall be reworked to the complete accordance with best standard practice, with prior approval from from walks, buildings, etc. as noted. satisfaction of the C,TY e_rr'f B. The Contractor is responsible for protecting all existing landscaping. Any 2. The Contractor shall show evidence to the City Inspector that the CITY has 4. P.V.C. pipe and fittings shall be thoroughly cleaned of dirt, dust and existing landscaping removed shall be properly replaced, including any sod. received all accessories, charts, record drawings, and equipment as moisture before installation. Installation and solvent welding C. Testing of irrigation System: required before final observation can occur. methods shall be as recommended by the pipe and fitting, manufacturer. D. Physical Layout: 5,, On P.V.C. to metal connections, the Contractor shall work the metal 1. Test all pressure lines under hydrostatic pressure of 150 pounds per connections first. Teflon tape or apprmed equal shall be used on all square inch, and prove hl atgizTlst��r �� (, prs . 1. All piping or equipment shown diagrammatically on drawings outside threaded P.V.C. to P.V.C., and on all threaded P.V.C. to metal joints. 2. Testing of pressure main lines shall occur prior to installation of planting areas shall be installed inside planting area whenever Light wrench pressure is all that is regired. Where threaded P.V.C. 2.11 SiMAIL SHRUBBERY SPRINKLER HEADS required, control valves, quick couplers or any other ecnriprrent that possible. connections are reired, use threaded P.V.C. adapters into which the might prevent a proper test from being performed. A. Sprinklers shall be similar in all respects to type noted on drawing. pipe may be welded. 2. Prior to installation, the Contractor shall stake out all pressure 3. All piping under •paved areas shall be tested under hydrostatic B. Where noted t shall be used, with height as noted in legend supply lines, routing and location of sprinkler heads. 6. Install backflow assemblies in shrub areas at minimum height permitted pressure of 150 pounds per square inch, and proved watertight, prior, . PoP'�P type �Y g on drawing. - by local code. • to paving. 3. All layout shall be approved by CITY prior to installation. lu Vm�o��-�� sc�1u� '�8 +�Iq -*+u( -L-AeL$S � MW' 7. Quids coupling valves: Unless otherwise indicated, locate valves 4. Sustain pressure in lines for not less than hours. If leaks C. When noted. body shall be equipped with a built-in check valve. 3.03 INSTALLATION within 12 inches of hardscape. qJ.!vrAL_---- j44 s*p-Lz t$e`s ry"fer-&-✓e!P- develop, replace joints and repeat test until entire system is proven 2.12 ?1bIS'TURE SENSING DQUIPMENrwatertight. A. General: ` 8. Backflow prevention unit and controllers: Verify exact location with the ��- 's Representative. 5. All hydrostatic tests shall be made only in the preserve of the A. Provide model as shown on drawing for lawn and grana eo-�er areas, as 1. All plastic pipe and fittings shall be installed in ccn-plete accord Axct*tect, or other duly authorized representatives, .r NO manufactured by ��-� with manufacturer instructions for same. F. Electrical Supply: pipe shall be completely backfilled until it has been inspected, 1. ' Provide low voltage wires to each remote control valve controlled bytested and approved in writing. 2. If gasket type pipe and fitting are used, provide concrete thrust 1. 115 volt electrical service 'for automatic controllers shall be sensor. blocks at each change of direction and at terminal "points of all provided for by - Ve7-o'edr- 6. Furnish necessary force pump and all other test equipment. rubber gasket piping. Block in accord with pipe manufacturer's instructions. 2. Low voltage wiring shall be placed in the some -ditch and OM-AP" ' 7. When the sprinkler irrigation F •ctem is completed, perform a coverage main lines unless otherwise approved. test in the presence of the err{ , to determine if the water 3. Line C,Iearzro�e: All lines shall have a minimum clearance of 6 inches coverage for planting areas is complete and adequate. Furnish all 2.13 VALVE BCDM from each other and from lines of otter trades. Parallel lines shall 3. When more than one wire is placed in a trench. tape wires together at materials and perform all work required to correct any inadequacies of not be installed directly over one another. maximum 12 teet on center. coverage due to deviations from plans, or where the system has been A. Valve boxes shall be .fvtwy-k ?A.csrz 1,c#X-_fA.Fv9b 9 4,t%5 Vr 4N•o willfully installed as indicated on the drawings when it is obviously to weather, sunlight and chemical action of soils. 4. Provide a 12 inch expansion loop at each connection and directional inadequate, without bringing this to the attention of the G►' � B. Trenching. �' 'ry change. "),-Ls test shall be accomplished before any ground cover is planted. B. Valve box extensions shall be by the same manufacturer as the valve box. 1. Excavate trenches to required depths. Follow approved layout for each 5. Use a continuous wire between controller and remote control valves. 8. Upon completion of each phase of work, entire system shall be tested C. Gate valve boxes shall be round�r`''¢�boxes with flex lock covers, CARSON system. Except as otherwise approved, do not splice wire at any point. All and adjusted to meet site recuirerents. table box splices shall be enclosed in an acceptable roved spp . or approved equal. 2. Trench bottom shall be flat to ensure piping is -supported continuously app9. Law voltage wiring under paving shall D. Remote control valve boxes shall be rectangular ll be tested for cxrtinuity, prior On an even grade. �6. Each controller shall be provided with separate ground wire. to paving. co.-r�,�cr��4'act,�r��'(de approved equal, with hinged c:A,5-r-1Xbd mood s r&Iow 3. Where lines occur under paved areas, consider dimension to be, below 3.07 MAINrMAN�M the subgrade. 3_00_ =7C3= 4. Provide minimum coverage as follows: G. AuEomatic Controller: A. The entire sprinkler irrigation system shall be under full automatic 3.01 SITE CONDITIONSoperation for a period of seven days prior to any planting. a. Pressure supply lines (2-�/2 inches and smaller) : 18 inches - 1. Install as per manufacturers instructions. Remote control valves shall beconnected to controller in numerical sequence as shown on the B. The e,_ reserves the right to waive or shorten the operation period. A. All scaled dimensions are approximate. The Contractor shall check and drawings. Y verify all " size dimensions anus receive err-y's _ approval prior to b. Pressure supply lines (3 inches and larger: 24 inches 3.08 CLEANUP proceeding with work under this section. 2. Controller shall be mounted inside an electrical pedestal. C. Non-pressure lines: 12 inches performed as each portion of the work progresses. Refuse B. Exercise extreme care in excavating and working near existing utilities. .• � � H. Flushing of System: A. Clean-up shall be pe Contractor shall be responsible for damages to utilities which are caused d. Control wire: 18 inches and excess dirt shall be removed from the site, all walks and paving shall be broomed or washed down, and any damage sustained to the work of others by his operations or neglect. Check existing utilities drawings for 1. After all new sprinkler pipe lines and risers are in place and shall be repaired and work returned to its original condition. existing utility locations. connected, all necessary diversion work has been completed, and prior C. Coordinate installation of sprinkler irrigation materials including pipe, C. Backfilling: to installation of sprinkler heads, the control valves shall be opened 3.09 OPERATING INSTRUCTIONS so there will be NO interference with utilities or other construction or and full head of water used to flush out the sy.tET.. A. The Contractor shall be required to train errs . maintenance personnel in proper operation of all major ecniipment. Provide written evidence of the difficulty in planting trees, shrubs, and ground covers. 1. Buried pipe in trenches shall be center loaded only until all rcqu red ;. tests are performed. Trenches shall be carefully backfilled with the Sprinkler heads shall be installed only after flushing of the system, person or persons so trained to the Architect. cthe -"-7Y_ D. The Contractor shall carefully check all grades to satisfy himself that he excavated materials approved for backfilling, consisting of earth, has been a complished to the complete of may safely proceed before starting work on the sprinkler irrigation system. loam, sandy clay, sand, or other approved materials, free from large I. Sprinkler Heads: clods of earth or stones. Backfill shall be mechanically compacted in 3.02 PREPARATION landscaped areas to a dry density equal to adjacent undisturbed soil 1. Install the sprinkler heads as designated on the drawincs and in in planting areas. Backfill will conform to adjacent grades without A. Water Supply: dips, sunken areas, humps or other surface irregularities. accordance with their respective detail. 2. Spacing of heads shall not exceed the maximum indicated on the �pNDSC DESCRIPTION OF REVISION DATE PPROVE 1. The will provide new meters. 2. A fine granular material backfill will /2 initially placed it all ,* CITY O F RANCHO C U C A M O N G A ��- P drawings. In no case shall the spacing exceed the maxinw:� recommer?ded k0 4iic r, � liras. No foreign matter larger than 1/2 inch in size will be �Q` � J y� q9 irmta the toc:i.ur-er.. � P• f 2. Sprinkler irrigation system shall be connected to water supply points permitted in the initial backfill. by - of connection as indicated on the drawings. 3. Flooding of trenches will be permitted only with approval of the J. Valve Boxes: m PARCEL MAP 9350 �r►�r-:�-� -� ���� �L-�- � ��-��. -' VICTORIA VINEYARDS SOUTH rr 3. Connections shall be made at approximate locations as shown on 1., All buried valves and equipm•�ent shall be installed with a proper box. "'''''° drawings. Contractor is responsible for minor changes caused by _ STREETSCAPE actual site conditions. 4. If settlement occurs and subsequent adjustments in pipe, valves, 2. Fill area under box with a minimum of cubic feet of pea gravel s � Date ` sprinkler heads, lawn or planting, or other construction are before box is installed. RN�� necessary, the Contractor shall make all required adjustments without "CAUFO cost to the CXrner. IRRIGATION SPECIFICATIONS PREPARED BY: PREPARED FOR: DATE APPROVED BY CITY ENGINEER R.C.E NO. DESIGND iM HL COMMS N E D RM A.I.C. DESIGN GROUP, INC. J P /I.,WNING AND LANMCAr[ARCHrrEMME R INC• rLYO LYON DRAWN ,..........,.,....K...,.<..,,„,,,.� » HE[T DESIGN GROUP,, PLANNING AND LANDSCAPE ARCHITECTURE (- A,I.C, JOB NO. 504-08 SP-2 OF 26 - 27313 LAS RAM!lLAS,SUITE IWMISSION YIEJO.CA.920I 1711 582-7516J/4WILLIAM LYON CHECKED 1�• DRAWING NO BUM ARCHt0AL0 iU • J V_itJ /�Q 16 RANCHO CUCAMONGA. CALIFORNIA 91750 12-2//++. /�! `� `SHEET NO. SOF 2i� STANDARD LANDSCAPE SPECIFICATIONS PLANTINGLEGENDS ENDS city of rancho cucamon�a DRAWING • 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT 12. ALL TREES SHALL BE PLANTED A MINIMUM OF 31-011 FROM WALLS, BUILDINGS, TREES: AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR WALLS, AND GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE PLANTED _ - F BUILDING LAWS. IN SMALL AREAS SHALL BE CENTERED IN-PLANTING AREA. SYMBOL M BOTANICAL NAi4E COMMON NAME SIZE ulm- W5 QUANTITY t 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURMSHING OF ALL LABOR, 13. ALL TREES SHALL EQUAL OR SURPASS 11VALLEY CREST" STANDARDS FOR SIZE SIDEWALK MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE AND QUALITY. ALL BOXED TREES SHALL BE TAGGED BY LANDSCAPE ARCHITECT. / BP BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL.@ ''w ;aEY S.L. LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. 15' O.C. MIN. • ° ° 14. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "HINES NURSERY" CURB GUTIEFt3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE STANDARDS FOR SIZE AND QUALITY. ► o - EC EUCALYPTUS CAMALDULENSIS RED GUM 5 GAL. @ 2s • 3s 01. ,o to-I p PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK 25' 0.C. TRIANG. * AND VERIFx ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE 15. CITY INSPECTOR SHALL APPROVE PLANT MATERIAL PLACEMENT BY_ ECL EUCALYPTUS CLADOCALYX SUGAR GUM AL. DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. CONTRACTOR PRIOR TO INSTALLATION. � X 5 G @ 25 w SDEALN s ' O C TRIANG. � ° OT EA HALL INTERSECT HARDSCAPE AREAS AT 90 __ S TO WITHIN .10 FO 1 ALL SHRUB PLANTING AREAS S D I TO BE -GRADED BY OTHER 6 4. AREA TO BE LANDSCAPE S , Fw I � S.L. _ .� _ q d D" AIPMACtt o f 0 �+f��° o OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE TYPICAL UNLESS SPECIFICALLY CALLED OUT. `�--✓ ` : TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT'. 17. CONCRETE MOWSTRIPS FOR ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A " + * �MCTURIF*ar*ot�oCURVILINEAR MANNER WITH A MINIMUM RADIUS.OF 3' TYPICAL. KB KOELREUTERIA BIPINNATA CHINESE FLAME TREE 24" BOX @ MATCHED STANDARD.,- 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH � AND EVEN CONDITION, 20' O.C. MIN. 6' BRANCHING HT. "�'"�'• "'" MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE 18. ALL VINES SHALL BE REMOVED FROM THEIR STAKES AND TRAINED ON WALL NOTES AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER OR FENCE PER DETAIL. • + --LI LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL. @ LAVENDER, DARK PINK iB ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED 19. ALL STREET TREES SHALL BE ADJUSTED TO FIT WITH FINAL STREET LIGHT AND 15' O.C. MIN. PINK AS NOTED ON PLP►N • See tree list for proper spacing. TO DRAIN AWAY FROM WALKS. DRIVEWAY LOCATIONS. LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL. @ FALL COLOR 6. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED 20. ALL VINES IN TURF AREAS SHALL BE INSTALLED IN CONCRETE VINE COLLARS 'PALO ALTO' 15' O.C. MIN. SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER SHOULD PER DETAIL. -MS MAGNOLIA GRANDIFLORA 'ST. MARY' 24" BOX @ MATCHED STANDARDS TREE PLACEMENT BE REMOVED TO A MINIMUM OF SIX INCH DEPTH. _ 21. MAINTENANCE SHALL BEGIN WHEN CITY INSPECTOR OR HIS MAGNOLIA 20' O.C. MIN. 6' BRANCHING HT. 7. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS ARE FOR BID REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE PA PLANTANUS ACERIFOLIA LONDON PLANE TREE 24" BOX @ MATCHED STANDARDS AND FERTILIZER A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS 20' O.C. MIN. RENTS A OR BRANCHING HT. E ONLY. FINAL SOIL AMEND HALL CONTINUE F 6 H N NOTE: COMPARISON PURPOSES S r EPTANCE BY THE CITY OF RANCHO 1. STAKE TREE PERPENDICULAR TO PREVAILING FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE LATEST S��I..S AND SHALL TERMINATE UPON ACC - WIND. REPORT. CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, 2. PUCE ROW-POWER ABSTIN PLANT -PC PINUS CANARIENSIS CANARY ISLAND PINE 15 GAL. @ CONTAINER PR 100. TO PLANTING FDR TO THE EXTENT FEASIBLE ALL AREAS TO BE LANDSCAPED SHOULD BE PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING ` 12' O.C. MIN. OBSERVATION PURPOSES. AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND CROSSRIPPED OR OTHERWISE TILLED TO A DEPTH OF 9 - 12 INCHES. NO • TOP OF STAKES CROSSRIPPING SHALL BE UNDERTAKEN IN SLOPE AREAS OF 3:1 OR GREATER. UPKEEP. IN ADDITION ALL ROCKY MATERIAL IN EXCESS OF i INCH IN DIAMETER SHOULD = MAIN TRUNK BE REMOVED TO A MINIMUM 6 INCH DEPTH. FINAL APPROVAL AND ACCEPTANCE OF WORK .WILL BE GIVEN AT THE END OF _ THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN 72-ICINCH TT�E� �P�Gf°L7 1l FOR TURF AND GROUNDCOVER PLANTING THE FOLLOWING AMENDMENTS 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. 12• MAXIMUM 29 Y P�'I (Z `-�OHT s J - - - SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO CITY OF R.C. RESERVES THE OPTION TO EXTEND THE MAINTENANCE A 4 - 6 INCH DEPTH BY. MEANS.OF ROTOTILLER�OR EQUAL:. AMOUNT PER 1,000 S.F. PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT APPRDYED TREE STAKES 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED IS DETERMINED THAT FURTHER MAINTENANCE IS REQUIRED TO PROVIDE - (2) PER SPECIFICATIONS COVERAGE REQUIRED. ARBOR GUARD IN TURF ARRAS FROM REDWOOD, OR CEDAR SAWDUST B' DIA. PYC PERFORATED PIPE - FILL WITH 15 LBS. 12-12-12 COMMERCIAL FERTILIZER - SHRUBS: 1/2' WASHED CRUSHED AGGREGATE BASE FULL LENGTH OF PIPE (LOCATE IS* FROM TRUNK) THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL BE 22. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF 3• BERM TO FORM DEPRESSED WATERING CDMMON NAME BASIN FOR GROUND COVER AREAS EXCAVATED TWICE THE D�X`METER AND ONE AND ONE-HALF TIMES THE DEPTH ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FORA PERIOD SYMBOL $IiX BOTANICAL NAME SIZE ��$ OUITY r' THICK CHIPPER 4MCM OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED WITHOUT OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. @_LL= AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION 3 CONTAINER ROOT BALL MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING OF MAINTENANCE PERIOD. AG ABELIA GRANDIFLORA EDWARD GOUCHER 1 GAL. @ PINK FLOWERS ' 'GROW-POWER" PLANT TABS PER FORMULA: ABELIA 3' O/C . MANUFACTURER'S RECOMENDATIONS AA AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. @ BLUE FLOWERS BACKFILL MIX PER SPECIFICATIONS 6 PARTS BY VO1vUME ONSITE SCREENED SOIL 23 . TURF HYDROSEED MIX: NATIVE wn 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT SEED: 451; REBEL II FESCUE 18" 0/C ",.;.F_ ' lilli PLANT PIT TO BE (2) TKI S THE 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX 45$ APACHE FESCUE e AElov OF THE ROOT O&ALL 1812" 2 LBS. IRON SULFATE PER CU. YD. OF MIX 101; NEWPORT BLUEGRASS HS HEMEROCALLZS SPP DAYLILY 1 GAL. @ YELLOW FLOWERS BALL AT APPLICATION RATE 10 LBS. PER 1 ,000 SQ FT. CELLULOSE FIBER MULCH 1, 500 LBS. PER ACRE. 18 " O/C �- THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN M BINDER SOILS STABILENT 60 GALLONS PER ACRE. 15 GAL. & 2411 BOX TREES B ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER 150 LBS/ACRE GRO POWER HI-NITROGEN 14-4-9 PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF 5 LBS PER 1000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE-BECOME WELL ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE Y MB MORAEA BICOLOR FORTNIGHT LILY 1 GAL. @ WHITE FLOWERS DECREASED. 24. GROUNDCOVER HYDROSEED \ll`C: Y Pyr 18 O/C SEED: LBS/AC. PURITY GERMINATION 8. HYDROSEEDING EQUIPMENT GAZANIA SPLENDENS 15 70 % 85 % °°O°°° °°°O MP MYOPORUM PARVIFOLIUM 14YOPORUM 1 GAL. @ WHITE FLOWERS 0 - 0 5 Pf�a ° °° °°° °°° O • GAILLARDIA PULCHELLA 3 85 % 75 % °° °° °° °° O ALYSSUM 'CARPET OF SNOW' 2 95 � 80 % 5 O/C Q u� USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYS'IMM AND WITH Q �O AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND O'CONNORS LEGUME 1 98 % 85 •% PF PHOTINIA FRA$ERI PHOTINIA 5 GAL. @ WHITE FLOWERS HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE 5' O/C LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES AND M BINDER SOILS STABILENT 60 GALLONS PER ACRE. PV PIT TOSPORUM TOBIRA VARIEGATED 5 GAL. @ � SOLIDS FOR EACH 100 GALLONS OF WATER. 150 LBS /ACRE GRO-POVER HI-NITROGEN 14-4-9 VARIEGATA PITTOSPORUM 5' O/C 9. HYDROSEEDING LQ ` ""•"•�'`'`'�" -'`'-' O ��''�''��=��-:����--_;; _�; RP RAPHIOLEPIS 'PINKIE' INDIA HAWTHORN 1 GAL. @ PINK FLOWERS A. APPLY TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER 25. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW PREVENTUK AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY v\v ' C�� �✓O►C • 0-0- MULCH. - B. BEGIN HYDROSEEDING IMMEDIATELY AFTER SOILS HAVE BEEN PREPARED LANDSCAPE ARCHITECT AND SCREENED FROM VIEW WITH PLANT MATERIAL. ! TJ TRACHELOSPERMUM STAR JASMINE 1 GAL. @ WHITE FLOWERS jA6AND WATERED AS SPECIFIED. JASMINOIDES 30" O/C C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT THE SITE. MIX 26. ANY TREES WITHIN 3 FEET OF WALLS, WALKS, CURBS OR OTHER POTEN- C/G•�Gt }� COMPONENTS TO PROVIDE THE APPLICATION RATES SPECIFIED IN NOTES TIALLY ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL VP VERBENA PERUVIANA 'ST.PAUL PINK' 1 GAL. @ BRIGHT PINK FLOWERS 23 & 24. APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE CONTAINERS. PRIOR TO BACKFILLING TREE PITS, CONTRACTOR SHALL 3' O/C Milt 66VAC 100 AND AS APPROVED. HAVE CITY INSPECT DEEP ROOT CONTAINER INSTALLATION. �`� XC XYLOSMA CONGESTUM XYLOSMA 1 GAL. @ C.�IJC E MADE BY THE LANDSCAPE ARCHITECT OR CITY 27. ALL TREES .ARE TO BE LOCATED: TEN FEET FROM ANY LIGHT STANDARD , 'COMPACTA' 3' O/C 10. ALL INSPECTIONS THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST REPRESENTATIVE. POWER POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE MI JyG TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE TIME THE INSPECTION APPROACH, FIRE HYDRANT, OR UNDERGROUND STRUCTURE ( E.G . , CATCH I 1 IS REQUIR BASINS, VAULTS) ; AND THREE FEET FROM ANY METER. VINES: 11. ALL TREES SHALL BE STAKED OR GUYED AS REFERENCED AND DETAILED ON SYMBOL M BOTANICAL NAME COMMON NAME SIZE RVOMM QUANTITY SHRUBS @ WALK PA@CUL DE SAC THE WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE. 15 GAL. TREES: DOUBLE STAKED PER DETAIL. CR CAMPSIS RADICANS COMMON TRUMPET 5 GAL. RED FLOWERS 65 TRIANGULAR SHRUB PLANTING C CREEPER Q FP FICUS PUMILA CREEPING FIG 5 -GAL. 332 city of rancho cncamon9a STANDARD 0 WAIL DRAWING 5� T CC CLYTOSTOMA CALLISTEGIOIDES VIOLET TRUMPET VINE 5 GAL. LAVENDER FLOWERS fi -' ' . EYE BOLTS WIIQE /u . ro I GROUNDCOVER: . T o SECJRF- 0i,,IE 1O WAIUL. h►,5/61` �GTOLT5 - BOTANICAL NM C9MV)N NA1rIE SIZE R AI QUANTITY r-LEVA I N M �f.p SHIELDS 'Al"jo 12�.�- -� WiR�N SURE ' St (gyp �- �'( RJ �o !3�%`/ To QIftE 1,VIJURsEfZY �` GAZANIA 'SUNRISE GAZANIA FLATS . 8" O.C. 6,264 S.F. ooueLE sTA1cINc YELLOW' DESCRIPTION OF REVISION DATE PPROVE � - ) -n ® O Lp,NDSCAPcc �KMLL MI 2 C NCH r=5 CITY OF RANCHO CUCAMONGA I1L TAMS It4l 2411PF�tzT (2 (,pc,A�lont5� HYDROSEED MIX GROUNDCOVER SEE SPECIFICATIONS 123.804 S.F. !A�.� r)p.uET/��` 9,9 Tt.RK��'S TO with wood preservative Atalrme ns, Stoke winH/nre w►Vr- *R-DO • I, of 12- into undisturbed se11 and align stake, PARCEL MAP 9350 �IIJ�SH C-4905,OF- parallel to canter line of street. (use 12' HYDROSEED MIX TURF SEE SPECIFICATIONS 122.950 S.F. �,opsZ�/LSp ppL, stakes for Evcal t�.,LOp�(.�t t°at M1aTas VICTORIA VINEYARDS SOUTH f I '- I u[s T• M. �a Va K.vw6.w N•c To t1M. 1� • _ `•) I Re�YUNts •MIND tIt gravel backfill ' STREETSCAPE I finished grade �' At Deep rest or equN control planter 22-21P-11-p where required or approved OY L Al1E��N LANDSCAPE SPECIFICATIONS,EALLEGEND (I I� x ct H c� t _r,, p�...�}q 1 • ackfill Free of rocks 3• In dle. ar greater � PREPARED BY: PREPARED FOR. APPROVED BY E DATE 22397 _ I T"ct OW SALA Cumcro J FERTILIZATION ITP ENGINEER R.C.E. NO. M kE CIOMME Nv U GRD•►OWER PLANTING TABLETS DESIGN f P.T.B. DESIGN GROUP, INC. RJM LYON G AMLA�An" it DESIGN GROUP, INC. DRAWN ""••`"."`"'"„".�.,"°"•�"�«"»,• SHEET _ Q ROOT CONTROL PLANTER E PLANNING AND LANDSCAPE ARCHITECTURE P.T.B. JOB NO. 504-08 s1e ra-17 ��ie WILLIAM LYON ANE PLA _ _ SP-3 OF 26 _- 272sSLAS RAM2tLAS,SUETE23•,MISSION VIEJO.CA.12611tT111S12.7 CHECKED � DRAWN NO. 8540 ARCHIBALD SUITE 8 K.D.E. �d�Z� RANCHO CUCAMONGA, CALIFORNIA 91730 12-20-88 DATE ) SHEET NO._.2�_;LOF��. DEVELOPER /OWNER LANDSCI APE ARCHI E T C 11 TURAL PLANS THE WILLIAM N COMPANY INC. Lyo 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA , CALIFORNIA 91730 (714) 980-2244 ............... 6� H 4-4 BASELINE ROAD MEDIAN P.M. 9350 MILLIKEN AVENUE TO ROCHESTER AVENUE LANDSCAPE MAINTENANCE DISTRICT NO. 2 Z4 VICINITY MAP GENERAL NOTES SHEET INDEX COVER SHEET 1 - 1. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. CONSTRUCTION PLAN (MILLIKEN AVENUE/ELLENA WEST) 2 2. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND CONSTRUCTION PLAN (ELLENA WEST/ELLENA EAST) 3 PROJECT SITE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 3. AT THE CONCLUSION OF R9UGH GRADING, AN AGRONOMIC SOILS REPORT SHALL CONSTRUCTION PLAN (ELLENA EAST/ROCHESTER AVENUE) 4 BE FURNISHED TO THE •CITY INSPECTOR AND ALL SUCH RECOMMENDATIONS IRRIGATION PLAN 5 FROM SHRP�N • REPORTSHALLSUPERSEDE SOIL AMENDMENT RECOMMENDATIONS SHOWNONTHEIRRIGATION PLAN 6 ,b i < 4. UPON COMPLETION OF INSTALLATION, A MAINTENANCE PRIOD OF OPE IRRIGATION PLAN 7 A HUNDRED AND EIGHTY (180) DAYS IS REQUIRED PRIOR TO FINAL ACCEPTANCE ����' OF THE WORK BY THE CITY. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, TREE PLANTNG PLAN g IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW THE H4AaI,e Ave. GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR TREE PLANTING PLAN g PAanc PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, Y TO KEEP TH B.as6r» FI 'fir-- IRRP GATIONT SYSTEM NING GO DD WORKING ADJUSTING ORDERE CESSW TH�PROP R COVERAGE• TREE PLANTING PLAN 10 COMMENCEMENT DATE FOR THE MAINTENANCE PRIOR SHALL BE APPROVED IN oor WRITING BY THE CITY INSPECTOR, MAINTENANCE PERIOD SHALL BE ADEQUATE SHRUB PLANTING PLAN 11 P� Foo1h11 Ovd.' TO VERIFY PLANT CHARACTERISTICS AND ESTABLISHMENT." SHRUB PLANTING PLAN 12 g� ; 5. ONE CONTROLLER CHART SHALL BE PROVIDED FOR EACH 'CONTROLLER. < < ; < CONTROLLER CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL SHRUB PLANTING PLAN 13 v c ALLOW AND SHALL SHOW THE AREA COVERED BY THE AUTOMATIC CONTROLLER. • c THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. L E I HOWEVER,IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN CONSTRUCTION DETAILS J 14 u _ s3 0 ru THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT IS IRRIGATION DETAILS & LEGEND 15 READABLE WHEN REDUCED. THE CHART SHALL BE A BLACKLINE PRINT, AND DIFFERENT COLOR SHALL SED OSHOW E STATION.WHEN COMPLETEDAND APPROVEDBY THE COVERAGE FOR EACHUBLICC WORKS IRRIGATION DETAILS & SPECIFICATIONS 16 INSPECTOR, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO 'Y BERNARDINO I FREEWAY 1 - 10 PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF 20 MIL. THICK. THE IRRIGATION DETAILS & SPECIFICATIONS 17 CHART SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE. LANDSCAPE SPECIFICATIONS, LEGEND & DETAILS 18 THESE CHARTS MUST BE COMPLETED AND IN PLACE PRIOR TO FINAL NO SCALE ACCEPTANCE BY THE CITY. 6. 6" WIDE X 10" DEEP CONCRETE MOW STRIP SHALL BE PROVIDED BETWEEN ALL SHRUB & COBBLE AREAS. 7. SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK MAINTENANCE RESPONSIBILITY MAP LAYOUT SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET CONSULTANTS FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. 8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE P.C.A. RECOMMENDATION. 9. ANY TREE WITHIN 5 FEET OF WALLS, WALKS, CURBS OR OTHER POTENTIALLY ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL BARRIERS. PRIOR TO BACKFILLING TREE(S) PLANTINGS, CONTRACTOR SHALL HAVE CITY INSPECT ROOT BARRIER INSTALLATION. 10. NO TREES SHALL BE PLANTED WITHIN 3 FEET OF CURBS. DESIGN GROUP, INC. PLANNING AND LANDSCAPE ARCHITECTURE 11. ALL TREES ARE TO BE LOCATED TEN FEET FROM ANY STREET LIGHT, POWER 27285 LAS RAMBL.AS,SUITE 266,MISSION VIEJO.CA.92691(714IIM2.7516 VP%pSCAPF POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE ��,� Q RYAN A, gp�ti APPROACH, FIRE HYDRANT, UNDERGROUND STRUCTURE (I.E. , CATCH BASINS, n ., 0 VAULTS) , AND SEWER LATERAL OR CLEAN-OUT; AND THREE FEET FROM ANY /U�\� co QQ' WATER METER OR SEWER LINE. cm n 12. GRADING STANDARDS FOR CITY MAINTAINED AREAS SHALL BE: ASSOCIATED Slppatu -, * SIDEWALK MAXIMUM 8.3% IRRIGATION { e;J * MAXIMUM SLOPES IN TURF AREAS 5:1 CONSULTANTS * � SOUTHERN PACIFIC RAILROAD * MAXIMUM SLOPES IN GROUNDCOVER BETWEEN SIDEWALK AND CURB 7-?o 20146 SEPULVEDA BLVD. SJ Date �Q * MAXIMUM SLOPES IN GROUNDCOVER AREAS BEHIND SIDEWALK 3:1 LOS ANGELES CA- 90025 4 OF CA (3 1213) 4yTT-8525 13. THIS PLAN IS CONNECTED TO EXISTING LANDSCAPE AND IRRIGATION. TELEX �990T12 AICLA PRIOR TO NEW CONSTRUCTION A JOINT INSPECTION AND DOCUMENTATION ACT 1 53 _ FUTURE OF THE EXISTING AREAS CONDITION SHALL OCCUR WITH BOTH NEW CONTRACTOR AND CITY INSPECTOR. AT THIS POINT, THE NEW �� = : PARK A 1$ 1 W CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE ` ` q OF BOTH THE NEW AND EXISTING AREAS WITH A FOLLOW UP INSPECTIONLi G� ` O OF BOTH AREAS PRIOR TO CITY'S ACCEPTANCE. O vvv , Q 111'o LANDSCAPE QUANTITIES -y : ILL BASELINE ROAD MEDIANS n TOTAL ACRES CITY MAINTAINED AREAS - 1.15 AC. AST 1 2 QCITY ^/ DESCRIPTION OF REVISION DATE APPROVED TOTAL SQ. FT. CITY MAINTAINED AREAS - 49,878 S.F. CITY OF RANCHO C U CA M 0 NGA ._ ,..�... v. Q 1 Q NO SCALE _• TOTAL TREES - 15 GALLON - 74 (LIQUIDAMBAR STYRACIFLUA 'FESTIVAL' - 23 PARCEL MAP 9350 MAGNOLIA GRANDIFLORA SAMUEL SOMMERS - 51) � Z VICTORIA VINEYARDS SOUTH • SEE SHEETS 2; 5, 8 & -11 TOTAL SHRUBS - 1 GALLON - 2,646 .... BASELINE ROAD MEDIANS 5 GALLON - 2,123 U > (MILLIKEN AVENUE TO ROCHESTER AVENUE) SEE SHEETS 3, 6, 9 & 12 4,769 COVER SHEET SEE SHEETS 4, 7, 10 & 13 TOTAL SQ. FT. LANDSCAPE AREA - 31,578 S.F. TOTAL SQ. FT. COBBLESTONE AREA (EXCLUDING NOSES) - 15,077 S.F. APPROVEDBY DATE �/ — CITY ENGINEER u�J RCE NO AtAi -7 PERCENTAGE OF COBBLESTONE AREA IN MEDIAN (EXCLUDING NOSES) - 32% DESIGN RECOM FN RTM DRAWN DESIGN GROUP, INC. SHEET PLANNING AND LANDSCAPE ARCHITECTURE. 27285 LAS RAMBLAS,SUITE 250,MISSION V7EJO.CA.95691 1 ^f 1 Q (7141582-7516 V CHECKED DRAWING NO RCE NO. / Q DATE FILE NO. Ld—1 SHEET OF Irc- TRACT 14630 � � I PARKWAY IMPROVEMENTS N.I.C. i _ _ ____m - c - 7-1 N - _ 1 II . 1 w r _ _ _ _ BASELINE ROADco z ; 11--W Lu LU —19 LLI O ° O a a w 1 u)t► _ 2 3, 0 z z P d O c Lli C7 3 II - - c I-;_ 1(n Q 1 O C C Q s R � / 1 W 1 � -1.) —oil Lu Z 1 1 1 J l yf .�, JIl w r I N T2VA� w ; Z .......... l ._... _ - i ' 1 1 1 1 i s O 2 NOTES: SEE SHEET 3 FOR DEMOLITION AND GRADING NOTES. SEE SHEET 14 FOR COBBLESTONE CONSTRUCTION . DETAILS & NOTES. FINAL LAYOUT & GRADING OF COBBLESTONE TO BE APPROVED IN FIELD BY CITY INSPECTOR PRIOR TO INSTALLATION. CONSTRUCTION LEGEND COBBLESTONE BED, SEE D 14 DRAINAGE SUMP, SEE D 14 BOULDERS - DIAMETER AS NOTED A ON CONSTRUCTION PLAN, SEE 14 SCALE: 1 " = 301 VPNDSCgp,6 DESCRIPTION OF REVISION DATE PPR VE CITY OF RANCHO CUCAMONGA �Q� JQ RYaN No���y . KEY MAP cz QQ U-1 --qPARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD o ( e VICTORIA VINEYARDS SOUTH * * BASELINE ROAD MEDIANS sl4T Date P (MILLIKEN AVENUE TO ROCHESTER AVENUE) AdST_ 53 - FUTURE - E OF CAO4 PARK CONSTRUCTION PLAN -' - PREPARED BY: PREPARED FOR: /4 t . APPROVED BY DATE ITY ENGINEER R.C.E. NO. 6 7 DESIGN luM RECOMMEND D RJM DESIGN GROUP, INC. i z LYON Arm wNosCArE - 0 DESIGN GROUP, INC. DRAWN ....�.,..,.�..,...,.,.... �...,�.�,.,..���.�.�... S H E f;1 PLANNING AND LANDSCAPE ARCHITECTURE 27265 LAS RAMBLA WILLIAM LYON JOB NO. 504-OS 2 1$ ,SUITE ZM.MISSION VIFJO.CA.9201( 1!1532 751 s 7 CHECKED DRAWING NO, NO SCA — RANCHO,540 CUCAMONGA. CA WORN A 91750 99-LDATE 12 SHEET NO..e.1JFl.!2L VIATCHLINE - E A ELINE ROAD - SHEET C-1 `a L U M L-UC K W L L I Ol-U `1 N �ITTEPI�1c5 �4SS F-I�1� MAT-5 - _ o� ,4PPr�V D QUAL. cLUMIr' (_OCAT°� _ WAt-I- Ar T-Up v� sL.-GpE• G� GI -GII C_IzAPIN(_ L--NS fV 1Z T TL lIZON 7—rNCF �., FLS ,> �'IN, I'� ,M SACK OF- W L. < , WAIL rb 0� X32 I%0 IzET� IN!N� c�Nr�ITIaN . WALT- W/ CC' INSTAL-L_E-l; T"CT - • INC L.•AN �"o� TSA ! -5Z�50, i5 •.,•• ��♦• ; u ......• � I. F'�WG-t'.. rdt�, TYt' 1 PARKWAYIMPRO ' EMENTS,-�N. 1. C. 1 X 1 .• MIh 51 4- EP1 N ErgSE ANT T' t: 1 ^�i cm 'llo4 -_': a."..�'.3,...I+ '_ { �.. - +w..^.^T.-'r.'. + ♦ , --...._'s'_.._ Z;>r#,t-.!, v- ♦ ♦ { + f { 4 f..i..t f f i f ♦ 4 i f { , f f _ _f " • t i { { { ♦ f t + + i { { f y { + i + + , + f f + f { t + f i t + { + + + w_ f t + + { + ♦ 4 ♦ { { + f + 4 f + + { + { { { ♦ ♦ f t + t + + + + + + + f ♦ + } + } } s { a { f 4 f + + - _ Ln jlo 10 LL, of rST. ei4 -- — - - i w 23-0" 50`-0" So'o _ 50-© �fiYP INTt�A -- _o BASELINE _ =V ROAD -;G r� _: 1 co _� �I w U3 TO COIN-t zg o _U►I -1 _4 2ql-oll 3 ���,+ 10 5-0 �' 1 w W OF SIDE- T �. �',� - fL` U (A or LU - - - - 8 y a rsw '9 Z U Z 'C F- W Ilq'_oir 3 ,I �" �o'-o' .� Q ! U ��IGA� 1 H '��vaL # .� `I ca..wa.e.n.h✓.,waa..a,rsae_.b.ti.!,A+hlh 6.b.&aA.i".i-.«,.......-_..... «. 1 ••: .. t -..x`..a_..,.„.,,w.....w..... .. .....:.......,.n.w+-..w........e.."....'.: ...,..:n "n+.+..+w.,s w.+.r:n nee,e.�.A.Aaa. +Ae... ....x.1•tw..he,.x.a.x_.. .............-..--...4.4..,.Ae,Ahs.aa.-hh.x"4x.t "•••au.a.•,srana+s....ae,a,e, n.mn s.e.n.-..n. -- ' i Fzot�C-BHT i RoN f✓�cJGE c � 1 / L,a►�c/ e51.GY,K- kls�1.1.. ul/GoLU Mfg 1 .. .. 1 1 Ir 5LU1`1p L3I,tUc-K +�T�ININC= W:I L.. SLOMP 13L-OCK WALL. W/ COLLAMN f00% zz r (Z � c. rC� QCT I_ 11 51-GII �- ) 320 �Iz. IZF t"�I NI N�.� •::�NplTIGI� , �c�T� WILL AT SOP O� SL-OpE G� E O ,b�MIN. 1=� SACK G�- W 0ki-K I IANA, T� Ci3E ti INtl _L_FP 5Y TRACT �'; IL �fZ . 5E� 'fid G PIN-, PL-A0) =aK f�C?- MATCHLINE - SEE VICTORIA VINEYARDS SOUTH TRAILS - FITTEF-II`IGIS �-�-hi'4SS�I tJ`S HAT-S MATCHUNE - SEE BELVINO EAST e* f�I ;OVE•I2 F_�UAL• ��'0 SHEET C-2 1 TRACT 13280 LANDSCAPE PLANS - DRWG. NO. �•.�• ' , ( 4_ MIA ;� 8888►8888•••• • \ �/ • �•.• ti.• e • � ' • IMPROVMENTS N. Is PAR I. C.� , WAY . ' 42p :� Z� �5, '� 3 I �i: t �_- x. TRACT 32 0 •.:. � •, I I 1 Cir * Fp I! ON :, MF_NT 1 yr 1 W Iz-5 P ,�,LIL _io SE�Fz-S� �5 _._... _ -_ ■ + + f 4 4 + + { 4 { + + + + + f t + + + { RT + + + + + + + _. { _.... ._. ._ _._.__.__ _. . _ + + ♦ 4 + + + + + { { + +` + + w 1 in _ _N 2.3 - _� LIP I - O 11= to o� Nl��f'�Ii' o O � Q. TIw o� Mo ��1°.I p � w (IF lco W 1 4 3' w p�.e> BASELINE ROAD a .�' z - _ _ - - - 1 . Z — a 1� z — — — — o — C% � ! '� , 1 w Q TO VT. F �1 J`I� NGS' _� _� �P APF 1 J Ido,-oi, �n-n�� .� r �` ���Q p,YAN No4 1 U loo .00 � LU Q _ z q .. Da eCC <. «-«e.... ....w...,a.�x.-....e..wrw.e, vs...m»....e...m.>.++n-2-wr....w...«aw-.e..•w<vnw.u.«.na..na.+wrvs..t.w..-«.M1n..,w.4 , - '..:.. .. .»..:.«..e.,,.:..<......, n,n w:....«.n-. .. .,,..-,..c.e,«.. e.....w.� ....•,.,<,rre.r.__. .,...w.ema.w ac. » � .... �� O r ��.,�,. OF 11E z CA 1 TE DEMOLITION NOTES ��� ������ NOTE: CONSTRUCTION LEGEND 1. CONTRACTOR SHALL REMOVE ALL MATERIALS WITHIN MEDIANS. ALL SEE SHEET 14 FOR COBBLESTONE CONSTRUCTION COBBLESTONE BED, SEE D REMOVED MATERIALS SHALL BE DISPOSED IN A LEGAL MANNER. DETAILS & NOTES. 14 DESCRIPTION OF REVISION DATE PPROVE FINAL APPROVED NTF EGD BYNG CITYINSPECTORI SOPEC OR PRIORBLESTONE OTOE � DRAINAGE SUMP, SEE 1D4 CITY OF . RANCHO CUCAMONGA 2. CONTRACTOR SHALL REMOVE SOIL AS REQUIRED TO PROVIDE KEY MAP INSTALLATION. NECESSARY SUBGRADE FOR COBBLE OR FINISH GRADE FOR PLANTING AREAS. I BOULDERS - DIAMETER AS NOTED PARCEL MAP 9350 3. CONTRACTOR SHALL PROTECT IN PLACE ALL NEW CURB b FERN PAMIC RAL D ON CONSTRUCTION PLAN VICTORIA VINEYARDS SOUTH . PAVING IMPROVEMENTS. ALL DAMAGED AREAS SHALL BE _ = =- - - - - BASELINE ROAD MEDIANS -=--- - ---•. _ � SEE A REPAIRED AT CONTRACTOR'S COST. - 14 (MILLIKEN AVENUE TO ROCHESTER AVENUE) 54 : : - FUTURE0 ' f �► i• --- , CONSTRUCTION PLAN _ ► ., __ PREPARED BY: PREPARED FOR: DATE GRADING NOTES ' ' _ = APPROVED BY - t � •'• '. ITY ENGINEER R.C.E. NO. • - \• t' DESIGN RECOMMEND61) 1. PROVIDE A MINIMUM 2% GRADE IN PLANTING AREAS. PLANTING AREAS ' M 'SHALL BE PITCHED TO DRAIN TOWARDS DRAINAGE SUMPS. PROVIDE G DESIGN GROUP, INC. lum POINTS AT MIDPOINTS BETWEEN SUMPS. ; ; : ': - LYON , - - DESIGN GROUP, INC. DRAWN SHEE1 2. PITCH COBBLE 2% TOWARDS STREET. CROWN COBBLE AT 2% PITCH - - - WHERE COBBLE OCCURS AT FULL WIDTH OF MEDIAN .CROWN "' " ' ' ' PLANMNG AND LANWAPEvzlvm Y&WILLIAM LYON - 3—of 18 COBBLE AT NOSE ENDS. __ V=usRAMPLAS.PtmiM,MESMvnuo.CA."01rn4)M"16 .__. __ --�A�ELIN�R� �: . t:_- V CHECKED DRH. ING NO. -- -- — 8540 ARCHIBALD SUM • 3. FINISH GRADE IN PLANTING AREAS SHALL BE S" BELOW TOP OF CURB, NO SCALE RANCHO CUCAMouaA. CALIFORNIA •170 DATE �,Z ADJACENT TO CURBS. SHEET NO. F_/= 1 L16W IO-", W�1.-1- wl tom.-� OaAjw i! N LL MATCHUNE - SEE S�151- oil ` �uM �l-C,�K 2�T 1NINti I�IAI-L- , '��LUMI✓' SCK WP�LL W� CG!.UMN f2ITTEIzlMc-7S WIJ hATS, 0 7 HEFT C-2 � _. _ OR ����OV�D UAL• ♦' 0 � EAST s � = � I �� c.�" �,�t- -� W�L.L- A-- T�}� O S�.C�I✓ �, �!-SII Q ole �.0 T-ION . MIN. � �I� �/ CK % WAI-K , WA.LL- TG 13E s� � N,;-,TA LL-F � _ � .. � , tiy,�jr., - , �>�, F�kl�• I�ll�w-, ,`, -12 ... �'=�` � PARKWAY IM ROVtM I RAG 1 13231 IN cm wm owI 45! ` Z=� TCHLINE - S E OCHEST I • I li• / ENUE SHEET -5, _ ■....... ..■L.1111■.■1. . n, . 16; ESN FA\,5E S�_N T-Y . 'x�l MID- , 13P AC SS YI:' ° I ------------- . J . 4 4 C 4 4 4 , 4 4 + + __r f ♦ 4 , + + { i { { { ♦ { f .. ♦ 4 + f i { r { ♦ ♦ i , r 4 r + 4 ♦ t e 1 ... - .... --.--_ _ '�4w _D I � W H Eit 3 �� ' 'lo t9 �9 Z = - - 1 I it I w I� 5 I a' Sd '�' S�`-d' TT r. I N� ��vaL �'- — -- _.10 Q tom- 3l DI cwn _ _ BASELINE ROAD w -oil a D • z 3 2 2, 3 w I3 2 w — W — — -- C'1 -- -- — - 8 8rm t�uTt ��YYY Y oTOPZ w4%a -11 - 1`r-01 CTo r� �� ) SEE DEMOLITION AND 1 i`-cam'- % - i Z_ -p i 1 GRADING NOTES SHEET 3 n ►� ��+ 1 '74 CC Qi 'lYI �CAI_ g 1 If w IhTEKVAt._ = I 1 _ '' U F. 1 CC O Z NOTE: SEE SHEET 14 FOR COBBLESTONE CONSTRUCTION DETAILS & NOTES. FINAL LAYOUT & GRADING OF COBBLESTONE TO BE APPROVED, IN FIELD BY CITY INSPECTOR PRIOR TO INSTALLATION. CONSTRUCTION LEGEND Q FUTURE PARK COBBLESTONE BED, SEE D Q r 4 0 DRAINAGE SUMP, SEE D , J t N , BOULDERSCONSTRUCTION - NOTED q S C O O CONSTRU TI NPL U .. N A EE UJ _.. _ V - _ co _ Nw- -7-- --- z N YON cr uj o -- - - �W ' HT. s L u M r f31,: C.K WAN.-'L- i W WCL Art Twp Com' -4-or r::. of GI MIN , I- M I��' .K CSI= WAI.-K. � WALL ?"; P)� IW)TAL-4,e-D CY TRACT 13753 r � � � I Q$CA DESCRIPTION OF REVISION DATE PPROVE P CUCAMONGA CITY OF . RANCHO KEY MAP t a PARCEL MAP 9350 souTaN R VICTORIA VINEYARDS SOUTH . _ - * •�--• I * BASELINE ROAD MEDIANS (MILLIKEN AVENUE TO ROCHESTER AVENUE) - _-- FUTURE OF CAS • p,,,,qK - CONSTRUCTION PLAN PREPARED BY: PREPARED FOR: _ _ APPROVED BY )oaDATE --�- ITY ENGINEER R.C.E. Z— ,, DESIGN = M RECOMME ED DESIGN GROUP, INC. - LYON DESIGN GROUP INC DRAWN SFiEE1 1 gKeWILLIAM 4 bF t8..........:......... LYON __. VW (�41SI-7514 NECKED I N . PLANNING AND LANDSCAPE A)>t 1 1 C DRAWING O. -.-- > 9540 ARCMffALO SUITE 9 NO SCALE -_ ----- RAMCNIC CUCAMONGA• CALVORM A 91730 DATE SHEET NO. F.,6' } FUTURE MH /T){ _ _ .......... ........ .. _ 1 EB27 � 13261.13 � ��I ( W �1. ,q, 1 1 - ` �— z2" W Iw W cr 21b IL �' 1= Q ' O e _ a ga:� e n jun cm _ — — — , Iw , z1 z 1 Y I BASELINE ROAD Jw J I w � U Jr I w 1? � N ...-._...____.____ _._ _._ _ __ 1i M — Q 1 1 DRIP EMITTER SCHEDULE 1 1 1 rGASHRUB - 1 EMITTER OUTLET PER SHRUB 1 - 3 SHRUBS PER SALCO PC6-2 EMITTER - CAP 3 REMAINING PORTS FOR FUTURE 5 GAL. SHRUB - 2 EMITTER OUTLETS PER SHRUB - 2 SHRUBS PER SALCO PC6-2 EMITTER - CAP 2 REMAINING PORTS FOR FUTURE 15 GAL. TREE - 4 EMITTER OUTLETS PER TREE O - 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS z - CAP 4 REMAINING PORTS PER EACH EMITTER FOR FUTURE DRIP EMITTER PIPING SCHEDULE NO. OF EMITTERS SIZE OF PIPE 1-8. . . . . . . . . . . . . .1/2" 9-20. . . . . . . . . . . . . 3/4" 21-35. . . . . . . . . . . . .1" 35-50. . . . . . . . . . .1-1/4" 51-79. . . . . . . . .1-1/2" 80-MORE. . . . . . . . . . .2" CONSTRUCTION NOTES 0 P.O.C. TO EXISTING MAIN LINE. O INTERCEPT EXISTING COMMON MIRE AND EXTEND T'0 NEA VALVE LOCATION. NRW CONTROL WIRES TO BE CONNECTED TO EXISTING CONTROLLER. SCALE: 1 " = 30' GENERAL NOTES 1. WTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS DESCRIPTION OF REVISION DATE PPR VE SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARfTY ONLY.) p,N CgiD E. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED nv ACCORDANCE ,, " CITY OF RANCHO C U CA M O N G A WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. 150160 17 KEY MAP NOTE: w �, PARCEL MAP 9350 FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. 15 cc SOUTHERN PACIFIC RAILROAD SEE SHErT 15 FOR IRRIGATION LEGEND AND DETAILS. VICTORIA VINEYARDS SOUTH 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO SEE SHEETS 16 AND 17 FOR IRRIGATION SPECIFICATIONS. * rl BASELINE .ROAD MEDIANS BEADJUSTED FOR OPTIMUMPRESSURE,OR AS NOTED ON DRAWING. SEE DETAIL 4, SHEET 15 FOR CORRECT INSTALLATION OF DRIP i16re 5. ADJTALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- = ' - = = '�= SYSTEM LATERAL LINES. �7j� P (MIL LIKEN AVENUE TO ROCHESTER AVENUE) ACCT- 53 _ FUTURE := - - 0 CAi WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HOS AND CONTROL VALVES. = � IRRIGATON PLAN 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT _ _ PARK I LOCATION OFSPNKLRHOS ARE THE RESPONSIBILITY OFTHE INSTALLING . • • . . PREPARED BY: PREPARED FOR: / CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION- .;- APPROVED BY �R DATE7_ C - 246f 7 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT - - - ITY ENGINEER R.C.E. NO.. ALLTIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. _ = W DESIGN RJM F3E GOMME N E U ' - NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. ED RJM', . • - :, : A.I.C. DESIGN GROUP, INC. •-'•,' ,j - - - - / _ LYON PLANNING AND LANDSCAPE ARCIRIECTUltr •. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND = �C� = s DESIGN GROUP, INC. DR AWN SHE E I VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE - JOB NO 504-08 MID CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD •., , ... PLANNING AND LANDSCAPE ARCHITECTURE wI LLI A M LYON A.I.C. �OF 1 PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT 27295 LAS RAMSLAS,SUITE 256.MISSION VIFJO,CA.42691(714)582.7514 E C I TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO CHECKED DRAWING NO. 1 DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- _ _ ------- •sao ARcnlsALo su NO SCA � RANCHO CUCAMONGA, CALIFORNIACALIfORN1A 11730 A.I.C.ACDATE /z 9 9—L MENTS REQUIRED. SHEET NO.az.OF /00 EXISTING 3" FLOW SENSOR AND 2-1 /2" MASTER PARKWAY VALVE TO BE REMOVED AND REPLACED WITH 211 CALSENSE 220P FLOW SENSOR AND NOT— IN— CONTRACT ASITIR VALVE SIZE 21' HARDIE 102 N.O. MASTER VALVE FLOW SENSOR SIZE !K,p A24 M 0 A le A16 44 TRACT 13280 i 1 A-it .............. J, JIVI Wl Aj --'- /Iv-- )11 � V, I Fj I I I 1 7 I ej --A,— #� - 4v 4wi A. V MEN NNM� 4MM"_M-k4 J, I= ow 111� .......w- ------ Ilk rNMEMEMEN tn -,6 v MENE.— v worows' 4 40"n F E, vr -1- CI t__271 , 7i 'j - a-V --a,� "*"o ItT1111 V L; Q AN Z" M I N A30 10 U) 2 BACKFLOW PREVENTION 4 J" A 1�4 1 w ASSEMBLY W/ 2" PRESSURE A9.6 18 41 4! A17 uj cn REGULATOR SET AT 90 P.S.I. A19 5;1 U) cn �4 *7.q1A , ��5 I 11KII w I DELIVERY PRESSURE_�_ #74 f i v I '!1241 t BASELINE ROAD MENEM... 4 PRO- �_Irmmmm: 2 WA7EF,' EMME'.., 77777� �-'E-17"'E"Ek � VIDED BY DEVEIJOPER E R WI j LR WJ. 3 WAT L AUTOMA TiG CONTROLLER A Ag 2— EXISTING 32 STATION CONTROLLERS TO BE CITY PRESSURE CALCULAMINS Lij 2/32 STATIONS G) MODIFIED BY CALSENSE TO PROVIDE 3 (`EXISTING) 427 i4_-f T_ INDEPENDENT 115V/60CYC/2 AMP ELECTRIC CIRCUIT TO STATION PROGRAMMABLE FUNCTION PER WATER MEM 9 ELECTRICAL SERVICE TO ELEC7RICA ELEVATION METER TO BE PROVIDED BY DEVELOPER BE PROVIDED BY DEVELOPER R PRESSURE MGM +0 LOW 120 CITY REQUEST. PRIOR TO ACCEPTANCE FOR STATIC PRE w SOURCE OF INFORMA'nOR r-T EXACT LOCATION TO BE DETERMINES IN THE FIELD. MAINTENANCE NEW FACE .PLATESSHALL BE ........ PHONE NUWftFR Z5-1 L Z*ICULATM MEM 00, DATE OF INFORMATION IN6 I ALLED. H.&L MEAN ELEVATION -(FtEOLRAEDW-STAnCPSESSUREUNKNOW?4) xx pmstjwc cvl,k) _-L I——___-__ WATER METER F, GENE RAL NOTES 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT ELEVATION CONSTRUCTION NOTES 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANY LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING A f9i I A=. EOUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. REMOTE COWROL VALVE SIZE DRIP EMITTER PIPING SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) MAXIMUM DEMAND 9 ell, ".M. 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT ELEVATION OF SCHEDULE P.O.C. TO EXISTING MAIN LINE. SHALL BE UPDATED ON DAILY BASIS. MHEST READ 2. ALL EOUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ALL TIMES. AS-BUILT DRAWINGS1D.6 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. PRESSURE 0}LCV. qo.1516 17 OTT. P's-L LOSS WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET 1 999 MEM 221 WATER METER NO. OF EMITTERS SIZE OF PIPE (D INTERCEPT EXISTING COMMON WIRE AND EXTEND TO NEW S. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND 21, ILP. GACKJFLOW DEVICE VALVE LOCATION. NrLW CONTROL WIRES TO BE CONNECTED 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. 15 VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE GATIEVALVES 1-8. . . . . . . . . . . . . .1/2" TO EXISTING CONTROLLER. T WOULD 9,20. . . . . . . . . . . . . 3/4" 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT MASTER VALVE 21-35. . . . . . . . . . . . . .ill BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT -PsiS�Re�_(TAI.L- 9. 3d-30. . . . . . . . . . .1.1/4•' TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO 490 MAii-LINE kIN, 51.79• . . . . . . • . . .1-1/2" 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- 1:5'7 Z> 7A MAIN LINE 80-MORE. . . . . . . . . . .2-0 tt MMOTE CONTROL VALVE ASSEMBLY 1. MATCHLINE - SEE BELVINO EAST SHEET 1-2 MATCHLINE - SEE VICTORIA VINEYARDS SOUTH TRAILS WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROLVALVES MENTS REOUIRED. LATERAL LINE LOSS sz, I LATERAL LINE LOSS __W2�1 11 LATERAL LP&LO" TRACT 13280 LANDSCAPE PLANS - DRWG, NO. FITTINGS LOSS(10%) + ELEVATION CKANGE(1) �/ I P�R KWAY 10 TOTAL SYSTEM LOSSES: '5 Zi NOT IN CONI PRESSURE TO OPERATE HEAD: to 00 • • AS TOTAL PRESSURE RE01"ED! A 13 Al2 1% LOWEST STATIC PRESSURE AVAILABLE-- A PRE-SET REGULATED PRESSURE(IF REWREtrr. RESIDUAL WATER PRESSURE: ACT 13280 A.m IIAII "As CITY REOUfRED RESIDUAL WATER PRESSURE: is-20 P51 it I IfAIL AUL 4- A lie VIVO X s IV 'V a----* som----ft v y 7�—mm—A- 1w II I I V)v TL/ Vieryg A %w V1, lu- c 77� OEM 'i __iw� *.NM_ goo W,77777 a wo-o"' 6 s --�t_-3- t AIA -A" 1 ..............LAM UA �Al kLI-1 Q-...' x/p, fv ck _w-JI-5: Lj LIJ ]-- I I AMbI A9 3 A5 46t -r-A 4► 0 lu AFR A If f _j uj _j 10 t2? uj ----------—----------------- —4- ir BASELINE ROAD c 'o Lu DRIP EMITTER SCHEDULE, Z L I GAL, SHRUB - I EMITTER OUTLET PER SHRUB A31 0 - 3 SHRUBS PER SALCO PC6-2 EMITTER An29 CAP 3 REMAINING PORTS FOR.FUTURE 5 GAL. SHRUB - 2 EMITTER OUTLETS PER SHRUB - 2 SHRUBS PER SALCO PC6-2 EMITTER CAP 2 REMAINING PORTS FOR FUTURE (W.C,.) 15 GAL. TREE - 4 EMITTER OUTLETS PER TREE - I TREE RECEIVES 2 SALCO PC6-2 EMITTERS SCALE: 1 ' 30' - CAP 4 REMAINING PORTS PER EACH EMITTER FOR FUTURE cc A DESCRIPTION OF REVISION I DATE 1APPROVED Y A i1VV Noq�ti CITY OF RANCHO CUCAMONGA SYSTEM DESIGN CRITERIA 'KEY MAP NOTE: PARCEL MAP 9350 SOUTHERN PACIFIC RALROAD SEE SHEET .15 FOR IRRIGATION LEGEND AND DETAILS. VICTORIA VINEYARDS SOUTH • SYSTEM DESIGN IS BASED ON P.S.I.USM G.P.M. 7 7 SEE SHEETS 16 AND -17 FOR IRRIGATION SPECIFICATIONS. - - BASELINE ROAD MEDIANS Date SEE DETAIL 4, SHEET 15 FOR CORRECT INSTALLATION OF DRIP (MILLIKEN AVENUE TO ROCHESTER AVENUE) At T.- FUTURE SYSTEM LATERAL LINES. 0 Lw • PRESSURE DATA WAS OBTAINED FROM CUCAMONGA COUNTY -7 WATER DISTRICT By CA)17-t� PARK IRRIGATION PLAN ON 'b/1&RQ WHOSE PHONE NUMBER IS J714) 987- 2591 PREPARED BY: PREPARED FOR: D • CONTRACTOR IS TO VERIFY THIS INFORMATION BEFORE INSTALLATION IF . ..... APPROVED BY ATE IWZIAI 7 ...... . CITY ENGINEER R.C.E DATA VARIES FROM PREVIOUS INFORMATION. CONTRACTOR IS TO NOTIFY NO. OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN DESIGN RjM CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. RJM A.I.C. DESIGN GROUP, INC. - : ; _ PtAp",4c A?qD LAxDsc&mAxcmrrr=cTuw 7 Ism - 0JLvx.:JSIGN GROUP, INC. LYON DRAWN xrrt SHEEI X-117URE A.I.C. 6 18 ....... ............................ . . .............. . . .- PLANNING AND LANDSCAPE ARCHII I AteWILLIAM LYON OF 27M LAS RAMBLAS,SURE 2",MLSSION VIFJO,CA.9201(714)M-7516 T �A= CHECK E D DRAWING NO. SS40 ARCHISALD *UtTf 8 NO SCALE RANCHO CUCAMONGA. CALIFORNIA 91730 A.I.C. DATE SHEET N0.66_0F/00 1 SS / AUTOMATIC CONTROLLER ER D / li ELECTRICAL SERVICE TO ELECTRICAL METER - I 2/24 STATIONS T T BE PROVIDED Y V 0 0 DED @ DEVELOPER i q i 1 ES r it 1-2 PARKWAY - IN - CONTRACT 1 . FLDW SENSOR SIZE- 3 . 1N . GONTRA��T MASTER VALVE SIZE 12H i i nw+ I rAll 4 Ile , 2I 47 �y , 1 Ld_ I —v-= ' E9 --+4L I I i ( i ill EI EZ E3 �1 E4 I TRACT 13281 I E? 112 IW - , N Q 1 ' ° ' I u f ii I► I E8 `•i , t I t' TCHLIN SFE ROC HEST W �i�lI ��� _ _ u i 11 % ENUE NEE? 1-5 _ _ ,.. _ _ _ _ ' ___-_ �c __ _ 1 Q — �....._..-. I �. I 1 I I 1 i y � i tri. I I 1 1 i t f 1 ' �_�. --" 1 �t " M � + , ll ,)q r I�L� i i' w �y a 1` 1� i 1 _ �__ - i I �f l K. fl ,,p 1 1 I ® _ ; ' � � Ir" (� 1 �- i 1 1 i i / + , i� w 1 a�I ' - t 11 1 I 1 1 E 1 '�' 1 I 2 k• t .. .. .l� 2 yI ---• X lou 1 1 u _ - - - 1 I X '� �— 1 ( 1 © `` 'I ' ,.tee-•sus - Y. ' , 2 �41 1 1 ( !+P' R,a-a.—wu.. e-.-^ - ..*.+-a- e.+�e _ :.,�"— _ : t rl� s 1 . 77 _ /� V/ j� `�/''^ '—^�, J. .�jfy��� 1 Y •y�'i � M Y � � y GT e T + a.. ...w� ^"`��-...----_....Y Y -... R Y; ......._,...._ .. �..AH!. _.`— _ _...-.....x. ,t��, i `�....... .1 .. .`} ..._ -T_'. .� j V ,g. f <:,. .._., __.. �, a-. .x':""-mF� _..J ^._tom}-. 4�.i. :yt: 9F '�v. *�p' ^� I .w •t u co $W 1322.22 r^ Z G. 2 3 v�L I ZiF A M8 Y l� 4 L W PREVENTION SSE KF 0 2"B L T W/ PRESSURE REGULATOR SET 11 ' D AT I�P.Si.(DELIVERY.PRESSURE) E F. I 211 I/ / `� l�� E� �� E 19 i Yz E I O Q (� ?A 1� Gt "T" + BY DEVELOPER PRC�vtC1E(; 1 II Il 1111 II �' I� �1�211 WATER METER NO.4 � .,.. . �..r � �� �.—� � �,,,,...., .B A S INE . .. ROAD 1 — � _ FLOW SENSOR SIZE — 3" MASTER VALVE SIZE— 2 V2" E12 E20 3, cr Lu CiTY PRESSURE CALCULATIONS I 1 O , 21'( ��✓ WATER METER f SIZE .. .. .__. ___._..._.,.......-. .,... ELEVATION 13 2 S ,�- .__.___. ._......._ _—..___.___._..... __ UJ STATIC PRESSURE HIGH 140 LOW 120 FF SOURCE OF INFORMATION rrJtl-,~vlD.IEP' GOUNTr N/1.T6� DISTR K--( _ 7- 'C 1 PHONE NUMBER )g8 CONSTRUCTION NOTES °C DRIP EMITTER SCHEDULE DATE OF INFORMATION Q-14- 10 H.G L MEAN ELEVATION (REQUIRED IF STATIC PRESSURE UNKNCI ) 1 GAL. SHRUB - 1 EMITTER OUTLET PER SHRUB WATER METER SYSTEM DESIGN CRITERIA - 3 SHRUBS PER SALCO PC6-2 EMITTER "A'�°" H _ 10 P.O.C. TO EXISTING MAiN LINE. - CAP 3 REMAINING PORTS FOR FUTURE C REMOTE CONTROL VALVE EE-ISI SIZE MAXIMUM - MAIaaUM DEMAND �— G.P.M. • SYSTEIIfI DESIGN IS BASED ON A PS1 USINCl; 87 C;.P fit. O INTERCEPT EXISTING COMMON WIRE AND EXTEND TO NEW 5 GAL. SHRUB - 2 EMITTER OUTLETS PER SHRUB ELEVATION OF ✓ VALVE LOCATION. NEW CONTROL WIRES TO BE CONNECTED - 2 SHRUBS PER SALCO PC6-2 EMITTER HIGHEST HEAD L TO EXISTING CONTROLLER. - CAP 2 REMAINING PORTS FOR FUTURE PRESSURE®RCV. �_ P.sj. • PRESSURE DATA WAS OBTAINED FROM OTY. SITE ITEM IjSsI.LOSS _ 15 GAL. TREE - 4 EMITTER OUTLETS PER TREE "_ WA. ILACX L o-a .4r� BY I 2 R.P. nACKFtow DEVICE i o. - - 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS z GATE VALVES 2.9 °1 WHOSE RbNENUMBER iS �7,A4 . 987=Q59� DRIP EMITTER PIPING - CAP 4 REMAINING PORTS PER EACH EMITTER FOR FUTURE 2,' MASTER VALVE 2-5 - 2_ (7PRES- REG.(FALL OFF)- 9 • CONTRACTOR IS TO VERIFY THIS WFORMATION BEFORE IkSTALLATX)N iF 24 BOX TREE - 6 EMITTER OUTLETS PER TREE 3�o tii„ MAM LINE � , DATA VARIES FROM PREVi =WFORMATION. CONTRACTOR iSTONOTIFY SCHEDULE GENERAL NOTES II - 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS _ MA>,1LINE REMOTE corrtROL VALVE AS6EMecr t.•0 - OWNER FOR INSTRUCTIONS. FA)LURE TO DO SO COULD RESULT Md - CAP 3 REMAINING PORTS PER EACH EMITTER FOR FUTURE L,,,�,,,,E,,M �_ C�ONTRACTORBEUVGRESF'�Ot�rSIi�FORC�IANGESTHATI�K�iTOCCUR. LA7FRAL LNE Loss lyr e>` N0. OF EMITTERS SiZE OF PiPE 7• �TALLALL PRESSURE AND NON-PRESSURE LINES AND ANY H LATERAL UNE Lose EOUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS 36 BOX TREE - 10 EMITTER OUTLETS PER TRE 1„e• . . . . . . . . . . . . .1�2 SHOWN OUTSfDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) - 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS SLO�('°"' �3 " - CAP 1 REMAINING PORT PER EACH EMITTER FOR FUTURE ELEVATION CHANGE U. 8-20. . . . . . . . . . . . . 3/4" 0 - F U T U P E PARK 21.35. . . . . . . . . . . . . .1" 3L ALL EOUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE i TOTAL SYSTEM 11 38-50. .1.114" WiTH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO._15 16- 17 Q 48" BOX TREE - 12 EMITTER OUTLETS PER TREE PRESSURE TO OPERATE HEAD: _� j 51.70. . . . . . . . . . .1.112" i 80-M O R E. . . . . . . . . . .2' Q - 1 TREE RECEIVES 2 SALCO PC6-2 EMITTERS j a FMSY�IBOLDESIGNATION,SEE LEGEND ONSHEET NO. 15 ...-..... .. ..:,. ?:.• LOWEST PRE STATIC PRESSURE A .L_ + :;> .. .;::Y' '',•.;.: ^•'•'•..^'' ""''^�---:-' -•'•'+- . ,__;,,- ,. ••-_ .. PRE-SET REGULATE-0PRRMUREt(FRED 4 WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO , ,� '^ � -,,,,. �. ,�_ REscouu WATER PRESSURE: URE°'. BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. j.. •...: .':.�.. ::•:•:• :•:::i .......•. .. .,.•• ... :.: : CITY AEOUIREO AE51(x1AL WATER PRESSURE: IS•?D P51 e ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- c\1>:`: <•:•:"''>;:':':'>:;':,.,"' �► WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. ILL _ � 6. AREAS THAT NEED TO BE DEFINED IN ORDERTO DETERMINE EXACT `- .<; LU LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING Q � ------ CONTRACTOR TOSEE THEY ARE DEFINED PRIOR TO INSTALLATION. ....................................... CL _. r ,......:........ k� >`. I 1 -- + _ t— ' 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SiTE AT K .� t --__. UQJ N TIME B LT DRAWINGS BASIS. _. ALL S ASU GS SHALL BE UPDATED N DAILY Y u O 0 1 _ _ ;��� N '--' -` e • � ;. _ - _-._____ -- -- -- -__ - NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. Lij 6. AREAS RECEMNG AN IRRIGATION SYSTEM SHALL BE REVIEWED AND - �4_ ..., , n - - - ► � —� VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE �,( AND CONFIGURATION. IF DISCREPANLAES ARE FOUND THAT WOULD 211 .._:_ - �� �' , �" .. , ,�•� 1" _.._ --------- _ �W 11 405. I2, PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT C� " --_. � �-'"-�••=��.;.:�-� .�„�,�„� �- � ` `� `---- --_ O TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO 15V4 L3(P7-Z4 - J++ _ - •,IR w ® „�c t L�fl ref `-- ___ j DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- 21I ._`` ..�.� _`'__-.-- - -- MENTSREQUIRED. 1 DI D2 4� : i Im CD 3■ 21' 45 04 ` _ SCALE: 1" — 30' TRACT 13753 1 ' W jI ; j `p,NDSCgpF DESCRIPTION OF REVISION DATE PPROVE CITY OF RANCHO CUCAMONGA KEY MAP NOTE. j m PARCEL MAP 9350 SEE SHEET 15 FOR IRRIGATION LEGEND AND dETAiLS. VICTORIA VINEYARDS SOUTH SOUTHERN PACIFIC RAILRQAD � ,,,e SEE SHEETS 16 AND 17 FOR IRRIGATION SPECIFICATIONS. , BASELINE ROAD MEDIANS SEE DETAIL 4, SHEET 15 FOR CORRECT INSTALLATION OF DRIP �i Da1e (MILLIKEN AVENUE TO ROCHESTER AVENUE) FUTURE SYSTEM LATERAL LINES. i _• Of CALiF PARK IRRIGATION PLAN - PREPARED BY: PREPARED FOR: _ APPROVED BY DATE I CITY ENGINEER Of - G EER R.C.E. NO. - - t- �/( DESIGN , ;, RJMRJUMM� N �L) •` = ': lei A.I. DESIGN GROUP, INC. DESIGN R YON .� f 1 A7JTrT1G AND IXNb6CAlE AR(Ni I FRTIRL H GROUP, INC.C DRAWN �,.w...�.�A,,.�.��,� n.��....,,� �,� S E E T . . , PLANNI>�TiG AND LANDSCAPE ARCHITECTURE XeWILLIAM 7 1S LYON A.I.c- of _ 272tS LAS RAMRLAS,SURE 2N,MLSSION VIE)O,CA.9301(714)W2-7516CHECK` ) DRAWING N U. 4:; __ \ 8540 ARCHitlALD 9U1TE • NO SCALE _ --- RANCHO CUCAMONGA. CALWORN1A 11730 A.I.C. DATE SHEET N0.ez-OF-1.= TRACT 14630 4 t t I . o — —p_ — — -- 1 w BASELINE ROAD 1 6 MG5 11 Ls F- 0, 1 Z 15 * * 15 * * * * W Y Iw w� 1= ° ° ° o ° o _ ` 1 w O • �o 9 Q �k * Z i w * * * * W 1 ,Iw . J W Iz J Iz —7777.7 q 1 ................................... ................ .... PLANTING 'LEGEND : THIS SHEET '1 1 _ 1 TREES - 1 TY. SIZE ... 0 1 •• SYM KE 0 t HT. SPACING M ARK S Y BOTANICAL NAME COMEON NAME _ (THIS S } (THIS SHT ) RE O LSF LIQUIDAMBAR STYRACIFLUA SWEET GUM 11 15G. 20' MIN. '71-81 �(� ' FESTIVAL'• FESTIVAL X 2 ' —3 ' SPREADcr- : .... S MG MAGNOLIA GRANDIFLORA MAGNOLIA 6 1 _ � 5G. 20 MIN. O • ' SAMUEL SOMMERS' X 2 '-31 �� Z SPREAD NOTE: INDICATE TREES S REQUIRING DEEP ROOT PLANTER. 00 L ER. SEE DETAIL G ALL TREES PLANTED IN AREAS LESS • - 18 THAN 10 IN WIDTH TO BE INSTALLED WITH ROOT CONTROL BARRIERS. ADDITIONAL ROOT BARRIERS MAY BE REQUIRED PER DIRECTION OF LANDSCAPE INSPECTOR BASED ON SITE CONDITIONS. SEE SHEET 18 FOR TREE, AND SHRUB PLANTING LEGEND, PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. SCALE: 1 " = 30' • VOWSCA DESCRIPTION OF REVISION DATE PPROVE O RYAH �oq'�: CITY OF RANCHO CUCAMONGA 0- KEY QQ KEY MAP `J PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD Snit re V VICTORIA VINEYARDS SOUTH i * BASELINE ROAD MEDIANS '� �l•4 Date ��P (MILLIKEN AVENUE TO ROCHESTER AVENUE) AG`T_ 53 _ FUTURE = - lF Of CAL\F • - = ' = ' PARK • . � ` TREE PLANTING PLAN PREPARED BY: PREPARED FOR: Li .1-�i q� APPROVED V DATE• ED Y O B - CITY ENGINEER R.C.E. NO. �E MME Nu U • - � 1�,-- DESIGN LU MMI M t DESIGN GROUP INC. - - ; - - O RJM t - • - - - - .:- ., rLANNING AND LANDSCAM ARCRRECTURE -• r - A� - Lyo ....,�,.,�n�� : -, P I DRAWN n..,.,.,.»,,.A,a,»��n , � SHEE1 0 DESIGN GROU NC. 1340 _ PLANNING AND LANDSCAPE ARCHITECTURE J& WILLIAM LYON JOB NO. 504-08 $ OF 18 27295 LAS RAMSLAS,SUITE 2%,MISSION VIEJO,CA.92691(711)592.7516 CHECKED DRAWING NO NO SCA --- —. — -- --- 40 A MiSALD UI TE 9 -- RANCHO CUCAMONGA, CALlFORN1A 91730 DATE / SHEET N0.ILD P.,zczL MATvHLINE - F AELINE ROAD - SHEET T- 1 _ '114 24 - F TRACT 13280 "Y' 1 t. g r a, \.. • _ p , Vii.. - a' R. X , �.. % ff� , r - .-r. _..,, . 'i -. + • - i'... ,.- E.. `®`+, „ ., • • 1; ... •y a S" <.. ..J.' .. A, ( r ,.K'<✓ Q< , ! - ...-_ _. '', ♦ ♦ , '` ". rr co m , h r 20 to w t'Y S 3 � � m w u1 S E ROAD w — — dy O O O 0 - d Z o Q W _ '1 i i f 1 i 24! MATCHLINE - SEE ELLENA EAST SHEET T-2 MATCHLINE - SEE VICTORIA VINEYARDS SOUTH TRAILS TRACT 13280 LANDSCAPE PLANS - DRWG. NO. All i i Y � i ;*,r TRACT 13280 1 , ARF V mw ow wo am w Of w 11 1 ry, , .r r q ; s _ d. F p ^, v / F /l ♦. Fes. f fL < x • - rF r d s _ 0 .10r _ , .. ---------r—r_._.,._.,_ __ > _ _ aria, � - – } Xv 1 Q , . w 1 f �t 3 M5y 3 5 LSF 3 T1 tj W Is9i� 1 1w - � 1m BASELINE ROAD _ _♦ W1 - - - - - - - - _ _ U _ ,_ _ 1 * * * IZ 1 PLANTING LEGEND (THIS SHEET ONLY 1� 1 TREES QTY. _ SIZE REMARKS SPACING <. , ._ _ <.,.. ...,_..<.44 , ,..< .Rs_...,,_,Ts. ., ,.>..... ..,....., ,. .... ... .._., . . SYM KEY BOTANICAL NAME COMMON NAME ° SCALE 1 ,' 30 i t O LSF LIQUIDAMBAR STYRACIFLUA SWEET GUM 26 15 GAL 7'-8' HEIGHT 20' O.C. MIN ' FESTIVAL' X 2 ' —3 ' SPREAD NOTE: :`z * INDICATES TREES REQUIRING DEEP ROOT PLANTER. E MGS MAGNOLIA GRANDIFLORA MAGNOLIA 11 15 GAL 7'-8' HEIGHT 20' 0.C. MIN 0 ' SAMUEL SOMMERS ' 23 'SPREAD SEE DETAIL 8 ALL TREES PLANTED IN AREAS LESS o gyp, �Cti<< DESCRIPTION OF REVISION DATE PPROVE RYA/y CITY OF RANCHO CUCAMONGA THAN MIN WIDTH TO BE INSTALLED WITH ROOT CONTROL `,,�Q� NOTE: KEY MAP BARRIERS. PARCEL MAP 9350 SEE SHEET 18 FOR TREE AND SHRUB LEGEND, PLANTING SOUTHERN WIFIC RAILROAD ADDITIONAL ROOT BARRIERS MAY BE REQUIRED PER IV ire VICTORIA VINEYARDS SOUTH DETAILS AND LANDSCAPE SPECIFICATIONS. _ - - - - - DIRECTION OF LANDSCAPE INSPECTOR BASED ON 8111 E *� • BASELINE ROAD MEDIANS f (MILLIKEN AVENUE TO ROCHESTER AVENUE) . � - FUTURE - CONDITIONS. lF Of CALlk • - - - lu TREE PLANTING PLAN - , - '- _ ^ •- �� -- ;. = • - - �- -- _' - -- PREPARED FOR. = • - - -- PREPARED BY: DATE APPROVED BY CITY ENGINEERR.C.E. NO. �— DESIGN u JIM fiLC UMM�NU P.T.B. DESIGN GROUP, INC. - RJMLYON Aa - - - - - DESIGN GROUP, INC. �""r""c AND`�"�`"��` '�� DRAWN ,,,,.,.,....... ..M.. ,. . t..„ SHEE 1 _ - - .-. . . , , , : , . , � Pt,�riNT4G AM LAKII)SCAM ARCHIL 14 ><vt� J& WILLIAM LYON D.M. 9 OF 18 _ V=W RAMOLA&SMIC C=N•wis M VIM.CA.UNI moi N2 rsK N . ---. _ CHECKED DRAWING U _ 8540 ARCIf1tAl0 :Ut?E 9 NO SCALE __ _ - -- -- RANCHO CUCAMOMOA. CALIFORNIA 91730 DATE 129 9-L- SHEET NO.,, ,1. - F..4/-M t MATCHLINF - SEE ELLFNA EAST SHEET T-2 - PA C� ---- ' ,. i-.S �. �' ,i 3". � • �/ I i,'^ • \� ��� :-�.�A[.i�s_ 4- ... r AE-4. .. % K 1-- I W k TRACT 13281 i E • 3 I �ll '* TCH E - SAF ROCHFST . wEN SHFEJ T-5 " -r ;q;,. X a_ acs ,�� (?N— . -to f t a ?`. ( .` ' . • • ,. ,. � ,- .- ..,..,fie.ar a. J .. _ -s .,.. .:__, .. r... -'.-:. ..- � - ... x . e°>,.:..'" `°�"�"'—'� .. 'i,.- r > .. _ � . p r Yl a _ M b s , .TM e rr f''Ir - 3 � 3 !'1GS �I_. , W w 14 �5 w � >. c=n w c 1 BASELINE f 13 o o z = 1 QI W 1 U I .. . 4_a._. .A ....._.a___ .................. A.. _ -_ d « _ __ ._... _ . M a..a� _e.. r, . , t V., M ,._._ _ . w..w~_ . s.M..,~... . M.,a., ... z _ __ _ . . _ __ _ __ _. �....... _ .A-. �. ..._ .. ' PLANTING LEGEND THIS SHEET ONLY) ac t TREES SYM KEY BOTANICAL NAME COMMON NAME QTY_ SIZE REMARKS SPACING O LSF LIQUIDAMBAR STYRACIFLUA SWEET GUM 14 15 GAL 71-8' HEIGHT 20' 0.C. MIN. ' FESTIVAL' X 2 ' —3 ' SPREAD ♦ MGS MAGNOLIA GRANDIFLORA MAGNOLIA 6" 15 GAL 71-8' HEIGHT 20' 0.C. MIN. ' SAMUEL SOMMERS ' X 2 '-3 ' SPREAD -- :~ FUTURE PARK QJ I J orFc i a - i W Q Q _ _ = Lt1 NOTE: K� T INDICATES TREES REQUIRING DEEP ROOT PLANTER. VSE S y - _ _ _ -`_.._--- _ `. '�, E DETAIL 8 ALL TREES PLANTED IN AREAS LES L1J - "- - _ .- _ - _X _ .,•, THAN 10' IN WIDTH TO BE INSTALLED WITH ROOT CONTROL o - , . E �' x i� � BARRIERS tt -- - - x ` --- i,�____ ADDITIONAL ROOT BARRIERS MAY BE REQUIRED PER DIRECTION X i 2 � NDSCgpF _ -- F LANDSCAPE INSPECTOR BASED ON SITE •aYAk ti qI N xLu CONDITIONS o s to EE HE AND HR S SHEET 18 FOR TREE, SHRUB PLANTING * * LEGEND, PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. 1 I sj4� P 11 _ 1 i Q a� r,t,�d ' SCALE. 1 — 30 i z TRACT 13753 Li . i i i DESCRIPTION OF REVISION DATE PPROVE i CITY OF RANCHO CUCAMONGA KEY MAP � NORTH PARCEL MAP 9350 SOUTHERN PJ�CIFIC RAILROAD i VICTORIA VINEYARDS SOUTH BASELINE ROAD MEDIANS - T- --1 - (MILLIKEN AVENUE TO ROCHESTER AVENUE) - —, FUTURE PARK _ -_- TREE PLANTING PLAN ' - -- PREPARED. BY. PREPARED FOR: - APPROVED 6Y DATE - - CITY ENGINEER - R.C.E. NO.-��� " '•• % • = = ' - - - r i S '�'�� t - DESIGN U TM FiECOMME.N )E U �J iP.T. N RINC. • _ �.�.:..:.�J P.T.B.B. � DESIG GROUP, IN I - .•• , . RJM , LYON Am�"rAx - DESIGN GROUP, INC. DRAWN ..nAcu.u,.a ,.��....m.d,,. SHEET 71 J - - 4 D.M. PLANNING AND LANDSCAPE ARCHITECT[JRE V�ILLIAM LYON D M �'�OF 18 `> CHECKED DRAWING NO. NO SCALE - _ _ __ ___ _ _ .�..;;. «<..-.•...- ... .r •i�0 ARCMttAID SUM • - RApCtMO CUCAMO!lt3A, CALtRORMTA 91730 DATE z 99—L SHEET NO.__ZKSJF o0 l I I _ I TRACT 14630 i -�- - - _ y 1 3ZNb W � IN z 1 I G ry 59 Ti aft I pV 23 bV I q-TJ wuj; UJ c 7 TJ 3 I av i I f'� 12TJ 42 Na 70 Ftp 1 w > o 1 Oo �� Q �' 1111, ir Iw 1 • �. 4 0 0 0 w 1 - 12 PT `� 11 � 5 � M TJ 17 aV w 1 Y 1 BASELINE ROAD J 45 TJ 16 FIT w 'i z 77D . .. ...... . - _ 1 M 1 PLANTING LEGEND (THIS SHEET ON 1 SHRUBS BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS SPACING 1 VZZ14DV DIETES VEGETA FORTNIGHT LILY 96 5 GAL WHITE FLOWERS 3' O.C. 0 0 o ND NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 270 5 GAL 2' O.C. s ' PT PHORMIUM TENAX NEW' ZEALAND FLAX 56 5 GAL 3' O.C.,' 0 'RUBRUM DWARF' Z RB RAPHIOLEPIS INDICA INDIA HAWTHORN 24 5 GAL PINK FLOWERS 3' O.C. 'BALLERINA' TJ TRACHELOSPERMUM JASMINOIDES STAR JASMINE 575 1 GAL um FItxm�s 2' O.C. NOTE: ALL MEDIAN PLANTING AREAS ARE TO BE MULCHED WITH A 4" DEEP LAYER OF SHREDDED FIBER MULCH AT THE CONCLUSION OF PLANTING OPERATIONS. CONTRACTOR SHALL REMOVE 5" OF TOP SOIL TO ALLOW FOR 4" OF SHREDDED MULCH. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA -TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. NOTIFY LANDSCAPE ARCHITECT AND CITY INSPECTOR OF ANY DISCREPANCIES PRIOR TO INSTALLATION. SEE SHEET 18 FOR. SHRUB PLANTING LEGEND, PLANTING DETAILS, & LANDSCAPE SPECIFICATIONS. SCALE: 111 = 30' 1 '►11� DESCRIPTION OF REVISION DATE PPROVE �� R4��t►,� ' , CITY OF RANCHO CUCAMONGA LitKEY MAP ? PARCEL MAP 9350 SOUTHERN PACIFIC RAILROAD VICTORIA VINEYARDS SOUTH = ' BASELINE ROAD MEDIANS OWN{ (MILLIKEN AVENUE TO ROCHESTER AVENUE) Adf 1 53 FUTURE PARK SHRUB PLANTING PLAN PREPARED BY: PREPARED FOR: - - ;j- :, - - • t ��I �� APPROVED BY DATE w CITY ENGINEER - R.C.E. NO. DESIGN r7l D iM I`iL COMMS ORJM DESIGN GROUP, INC. Act = = DESIGN GROUP INC• ' PLANNINGAND LAND6CArE ARCHTi ECTURL LYON DRAWN SHEET �,,.,.,.�..��.� .,.,o�..,..,,,,.;. ,� �1 PLANNING AND LANDSCAPE ARCHITECTURE JOB NO. 504-OS 1 1 -OF- 27U5 F 18 � J Y& WILLIAM LYON - 27245 LAS RAMBLAS,SU[TE 250,MISSION VIF,►O,CA.92691(7111 Slf2-751 a CHECKED DRAWING NO NO SCA RANCHO $540 ARCHIBALD SUITE • /21 CUCAMONGA• CALIFORNIA 9170 DATE SHEET NO.'?--30 F.., {, MATCHUNE - E A ELINE ROAD - SHEET S-1 5& AA 7-01 XG — -- lb7t) H5 196 XC 35 MP 44 Aol� — 421' 130 p�/ – 9 Pr 50 � - 52 gr +b3 TJ — GG TJ 1 54 V PAR WAY IMPROVEMENTS N. . C. 1 1 223 IZP 1 � 1 TR CT 3 8 Z7Mr 1 J It -14 ow off , 1 I _ - 1 , i R. ... r: , . till! I 1 131 _ ' " ., .. _, .., A...... .,....... ...,.,. ..:.... - _ ... , .. _:. .. a ,. ..,.. a„�....>.. .! .,, ..,.....<-,. .,_�-,._......_,....,.w.....;... .m...,..» _,...,.._t,,.>,,.. .,..,,-..».._,.>.,<...:<-.<.<....,..........,..............._,......,�..,........ _»ted .._ "' 3{y — I _ Y JN ti '� 14 CSV Z 3 by j ` 12 t�1/ 12 4�'T 13.- +1 3 41 Re 2�� 10 �' IZ I 19 pV 6 I'T 3ZNp 14 I'T 52 N b 25TJ 1 w cn W 3G VP Z4,5TJ 3 t�V ca j w w ��TJ BASELINE ROAD o w Y o ° Z I Iw f�ll� Z f 7 I v v Z5 V 3°I tN 2 I~'T I nV Z z � 371 � 1 77 N150 I9'rT ZZIST 5pT No ?.��� II°IT'J 1 = Z55-rj 52TJ 71KTJ I Z fir I I f'1" °►IST a gat ............ ...,,, ,. ...... __ . ....._M.,y .,.. ...,,,..3_,....,.... ...... r,,v,, _.,.. _. f PLANTING LEGEND THIS SHEET ONLY) 6*4AA 1 57 A,4 1 NAME COMMON NAME QTY. SIZE REMARKS SPACING 45 >Z SHRUBS BOTANICAL _ C' t9) O , 2 8 5 GAL WHITE FLOWERS 3 O.C. T FORTNIGHT LILY 9 DV DIETES VEGETA �-4 70 � ° cG ND NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 523 5 GAL 2' O.C. 129 TJ 47 TJ (o2 VP MA CHLINE - SEE ELLE- A EAST SHEET S-2 PT PHORMIUM TENAX NEW• ZEALAND FLAX 138 • 5 GAL 3' O.C. 'RUBRUM DWARF' 23 I"11' — 114 w RB RAPHIOLEPIS INDICA INDIA HAWTHORN 110 5 GAL PINK FLOWERS 3' O.C.- 'BALLERINA' TJ TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1387 1 GAL FII 2' O.C. ,,. ' ! . `♦ 4 1 T " SHREDDED N. I. C. I II 1 NOT E. ALL MEDIAN PLANTING AREAS ARE TO BE MULCHED WITH A 4 DEEP LAYER OF SHR PAAKWA) ' IMPRbVEMFNTS 1 FIBER MULCH AT THE CONCLUSION OF PLANTING OPERATIONS: CONTRACTOR SHALL REMOVE 1 5" OF TOP SOIL TO ALL-tW FOR 4." OF SHREDDED MULCH. _ TRACT 13280 I 77 7..... ( f k i \ � w• .nom .a+.w>..,.,. . . t } � ... .. C.u..,-:.v....<✓..,e..< -.sv:.,w.s.a,..,., , i 44 ( f ! I I E ...f j! r , y , d' l w { j , CODQ 4 �- o _ lY Q 1 co w W I w w { 403 H5 I ' 40 VP 1 w 1 I � I I I f:''f' #� 1 CD z . 1 36 Vp � cn I�I ? T,.1 P14 pV 5(o XG I IzP j w 190 TJ 40 TJ 115TJ 1 w wcn BASELINIll E ROAD Z ° ° ° ° ° °° / c o ° — — — — — — — - c c ° _ ° ° � 1 Iz 1 9 !�Y 75 alb 1 10�� 73 Nt) Iv 1 I Z �� 3�TJ , 3Z TJ 9� I I I� 2,� pV j Q 1 175TJ 5G VV SCALE 1 30 1 1 , . .. I a NOTE: Z DESCRIPTION OF REVISION DATE PPROVE CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA �PNDSCq TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES �o RYAAJ CITY OF RANCHO CUCAMONGA KEY MAP ONLY, REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. NOTIFY LANDSCAPE ARCHITECT AND CITY INSPECTOR OF ANY f�Q PARCEL MAP 9350 SOUTHERN PACIFIC RAIL o DISCREPANCIES PRIOR TO INSTALLATION. = VICTORIA VINEYARDS SOUTH -• - : _ - - _ U � u BASELINE ROAD MEDIANS SEE SHEET 18 FOR SHRUB PLANTING LEGEND PLANTING ' * (MILLIKEN AVENUE TO ROCHESTER AVENUE) - DETAILS, & LANDSCAPE SPECIFICATION'S. FUTURE sjq t> sr f, - _ Pr►�( OF c�►1 SHRUB PLANTING PLAN - -- PREPARED BY: PREPARED FOR: ' ; -- -- APPROVED BY DAT E _ a CITY ENGINEER R.C.E. NO.-� 7 DESIGN RJM �3E U UMME_Nu 1) RJM DESIGN GROUP, INC. LYON PL.A.�G AND�H��AAS - - - DESIGN GROUP, INC. DRAWN r SHEE1 - - YKeWILLIAM 12 1$ PLAN ING � L�rrnsc� ARCM E LYON T� 3F J, us RAAfK As VM". n M-"16 H E C K E D DRAWING N N fUrR 1�lON CA.t�N 1 `. C D i AW G v .. . ." NO SCALE ---_— RANCHO C CAMQ OAA CALIFORNIA •1730 _ .tea -• ^�' + ' - - ______ _ DATE �� 9 SHEET NO. OF oc i MATCHLINF - SEE ELL-Er A 31 AA — 195 XO 43 TJ 43 m EAST SHEET S-2 17AA 189 H5 — 5120 rr 373 Hs I .• 41 AA 29 TJ ` 30 -- MPRC,,.),-V. MNT . I.Y f�A�i� AP7-9 w ui TRACT 13281 59 VP - 47 Vr • ow 2-17- TJ WTC LINF - S E ROCHE, . I EN )E SHEET S-5 k J - .w e tom.t osr w.taee� uj 4 tom►+�t • ( .0 - a �w „ r LU> i fie.+ ui wTJ 12 pV ► I I'T 5vT'j > w Q � 91 TJ 17 Mt' 14 �}'9 N•� S►�3 I �I-I� I w� � 37 Vf✓' 15�� LTJL.z - BASELi E ROAD o o �o o - - 0 e > - I _ v (1 I I Z 1 J 39 ov 23 IST 52 NV Z 15 TJ TJ 77 Nn cr v 5 Z TJ 6 F13 6?-hV 16 FT 57 pV ZZ PV w Q� 94 Nd II2TJ 105TJ _ r/ �. ,.-.,._,.,.,,,..-.- -,.-.,<,.,, __:.............x.,._+.a......a as., 4 ........M...w...caw..m.iie-u,e,..:.- „<._.w:. .'., .:_;.... .:e.w,....,«—. .... .,-.-.„-'„-:-.-.,:..i.u.:ai-+-,a.ma.ea..x.a:.>.aw.+.+.++..............a..:m+........wis...,....,.....„. .,.a -m ,».., .-.+«,..,. ....,....- +.+.+...............�a+..wa,h,....-....�....... .--._.._.,._..e-.,.>.._.._.. .i,. .. ............e,.n. -........>.«..,.,.. cc PLANTING LEGEND (THIS SHEET ONLY) SHRUBS BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS SPACING O DV DIETES VEGETA FORTNIGHT LILY 172 5 GAL WHITE FLOWERS 3' O.C. `� NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 324 5 GAL 2' O.C. i-=-t- PT PHORMIUM TENAX NEW' ZEALAND FLAX 70 5 GAL 3' O.C.. 'RUBRUM DWARF' RB RAPHIOLEPIS INDICA INDIA HAWTHORN 42 5 GAL PINK FLOWERS 3' O.C. ' BALLERINA'. TJ TRACHEL08PERMUM JASMINOIDES STAR JASMINE 684 1 GAL 4l= FTS Z O.C. n Q NOTE: ALL MEDIAN PLANTING AREAS ARE TO BE MULCHED WITH A 4" DEEP LAYER OF SHREDDED O FIBER MULCH AT THE CONCLUSION OF PLANTING OPERATIONS. CONTRACTOR SHALL REMOVE 5" OF TOP SOIL TO ALLOW FOR 4." OF SHREDDED MULCH. cr co <' . - _ co ■ i = Q 0 t OC ___ _ u - _ AY -. NOTE' 3III _ w CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA ZD _ � � � y� _ TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES ------_ ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. Ovp,NDSCgp -" NOTIFY LANDSCAPE ARCHITECT AND CITY INSPECTOR OF ANY �� � � ' < o Q RYAN 1� DISCREPANCIES PRIOR TO INSTALLATION. 'fu I-- Q SEE SHEET 18 FOR SHRUB PLANTING LEGEND, PLANTING J! 4 1*� DETAILS, & LANDSCAPE SPECIFICATIONS. 79 SCG 1 S� 77 M E5 31 V p � � s14� Of�,�' SALE: 1" = 30' looms fQ w , TRACT 13753 � 76, M15W I 47 XG ; DESCRIPTION OF REVISION DATE PPROVE zv TJ CITY OF RANCHO CUCAMONGA KEY MAP 5& H5 ' NORTH PARCEL MAP 9350 SOUTHERN PACIFIC RAIL o VICTORIA VINEYARDS SOUTH - BASELINE ROAD MEDIANS (MILLIKEN AVENUE TO ROCHESTER AVENUE) y t53 FUTURE L FP%RK - SHRUB PLANTING PLAN ' PREPARED. BY: PREPARED FOR: ' DATE.-! �l 7 APPROVED BY �8 Z _ _ CITY ENGINEER a -- R.C.E. NO. DESIGNM <.t UMhtE_.Ni,tLi lum DESIGN GROUP, INC. �' • '' -.y,�. - r — ; n.tivwtvc A"czxosck"�►nCHMCnrnr. LJLI LY DRAWN , .,a,.,..K�R,,,�.., .,�.�..� .� w SFiEE- 1 DESIGN GROUP, INC. - t� rK t t- PLANNING AND LANDSCAPE ARCHITECTURE Y/ueWILLIAM LYON - , X13`-- 1�8 . . . . . . . y mid ua ItOAKA&AMt"I M VM)O,CA.UP �41 S "16 CHECKED DRAWING NO •iso ARCKnALo sur,rIE NO SCALE -. __ _ __ RANCHO CUCAMO/lOA, CAIIFORNiA !1 DATE - SHEET NO.Y-s-F../ COBBLESTONE BED CONSTRUCTION NOTES 1. CONC.CURB PER CML ENGINEER'S PLANS. 2. CONC.MOW CURB PER DET C,THIS SHT. 3. GRADUATED 6'DIA.TO 12'DIA.LOCAL,RIVER RUN GRANITE COBBLE. 4. MORTAR SETTING BED.-WET MIX- 1 PART CEMENT,1/2 PART LIME PUTTY, ,�� 41/2 PARTS SAND CONFORMING TO ASTM C270 . I"xv '"� I Qvz* ALL 5. 1'COMPACTED SAND SUBBASE. 6. LOCAL RIVER RUN GRANITE BOULDER 18'DIA.To 3' DIA.WHERE OCCURS- ''" SEE CONST.PLAN FOR LOCATIONS-SEE DET D.THIS SHT. /JF �` '�Z MI�� _7. REINFORCED CONCRETE, 12' DIA. DRAIN BOX SET FLUSH WITH FINISH v 1 GRADE. CHRISTY#V-1 W/#716213 GRATE. • O 0 � 8. 12' DIA. X 6' DEEP AUGERED DRAINAGE SUMP. LOCATION PER CONSTRUCTION PLAN. BACKFILL W/3/4'DIA.CRUSHED AGGREGATE. I 9. 12' THICKNESS PVC PERFORATED PIPE - 6 FT.LONG. WRAP PIPE IN X FBLES Un SIZES SCHEDULE • FILTER CLOTH OR SOCK. 10. 4'SHREDDED FIBER MULCH. SIZE NTAGL 4.# - 6•l DIA. 608 COBBLESTONE NOTES 7•' - 12" DIA. 208 • " """'; j HAND PLACE IN CONCRETE SETTING BED WITH FLATTER SIDES UP TO FORM A 1 - 2DIA. 108 I UNIFORM SURFACE. 2' - 3' DIA. 108 DEPTH OF STONE EMBEDMENT TO BE NO LESS THAN TWO-THIRDS THE DIAMETER OF THE STONE FOR SIZES 4'- 12'. COMPACT SUBGRADE TO HARD, FIRM, UNYIEIpING SURFACE, SMOOTH & TRUE TO UNE AND GRADE;TEST FOR REOUIRED COMPACTION PRIOR TO PLACING ROCKWORK. CONTRACTOR IS TO PROVIDE A SAMPLE ROCK AREA SET UP PRIOR TO CONSTRUCTION OF COBBLESTONE INLAY. CITY INSPECTOR HAS FINAL APPROVAL OF ROCKWORK. ADJUST PLANTER AREA GRADES TO FLOW @ 29k MINIMUM INTO DRAINAGE SUMP. TYPICAL BOULDER PLACEMENT COBBLE CONSTRUCTION NOTES (SEE BELOW) VARIES MIN 4' MAX 10' VARIES SEE CONSTRUCTKYN PLANS FOR SEE CONSTRUCTION PLANS FOR DIMENSIONS DIMENSIONS MOTE: 1. PROVIDE SCORE JOINTS AT 10'-O' O.C. AND 3/8• $ITUNINOUS FELT EXPANSION JOINTS AT 20'-0. O.C. 6 3 2 1 2% MIN. 1" IN PLANT $Eo CONCRETE IOM CUR$ -RADIUS E=POstO fras MID FINISH PER PLAN (INSTALL AT GRADE 7 6" LEVEL AT SHALE CROSSINGS) a.�,iL 0 Z°�MIN In FINISH GLADE 4 5 _ n at-PA CONTINUM 10 T (UNLESS OTHERvISE INSTRUCTED) Ja • S NOTE: WATER TO BE DIRECTED TO SUMP. 8 9 0 0. 1r� CONCRETE MOW CURB C TYPICAL COBBLESTONE BED & DRAIN SUMP p �.AN�S�4PF DESCRIPTION OF REVISION DATE PPROVE -kQ ikYab �oq'�� CITY OF RANCHO CUCAMONGA i PARCEL MAP 9350 VICTORIA VINEYARDS SOUTH BASELINE ROAD MEDIANS �}q (MILLIKEN AVENUE TO ROCHESTER AVENUE) CONSTRUCTION DETAILS PREPARED BY: PREPARED FOR: APPROVED BYW�L DATE ITY ENGINEER R.C.E. NO.az/B 17 DESIGN D iM HEGUMME NOL U RJM DESIGN GROUP, INC. _ LYON n"aNc Am tAmwAn ARcxrrrc"r Aa DESIGN GROUP, INC. DRAWN - ..'..���.._- - .�'�.��- SHEET PLANNING AND LANDSCAPE ARCTiITECTURE WILLIAM LYON� � 4 OF 18 2723 LAS RAMBLAS,SUITE 2",MISSION VIEJO.CA.12N1(714)582.7516 CHECKED DRAWING NO . •540 ARCHMALO SUITE S RANCHO CUCAMONGA, CALwORNIA 91730 DATE 9 -L SHEET NO.-- F /60 I t2 t t •, • I � II I N GENERAL LEGEND III I SYMBOLS DESCRIPTIONS MANUFACTURER 8 PART NO. REFERENCE f s - I P.O.C. POINT OF CONNECTION SPECIFICATION r PRESSURE SUPPLY LINES&SIZE 2"&SML SCHEDULE 40 P.V.C. SPECIFICATION 2q 1 t t NON-PRESSURE LINES&SIZE CLASS 200 P.V.C. SPECIFICATION 10 III 2 2 DRIP TUBING&SIZE DETAIL NO.4 RAIN 8tR033 OLRC W1TR YtLLOW STRUCTURE OR ,. RUBBER CAP - SUPPLY ONE KEY CONTROLLER SEQUENCE STANDARD IRRIGATION SYSTEM PER 12 Qcv's INCLUDING NOSE NARDscAPINC T o CALL-OUT REFER BELOW TO DRIP L'll a - GALLONS PER MINUTE II III SWIVELS. REMOTE CONTROL VALVE SIZE SYSTEM CALL-OUT INFO. IIII FINISH GRADE - INSTALL IN PLANTER BED ONLY " �'. EXISTING Z. 1 9 -- la Nl.u. 1.97-1110. I ,I II AUTOMATIC CONTROLLERS GGA OQ Q7 Q mo_! ' ''! li;d P REMOTE CONTROL VALVES PRESS REG TYPE RAINBIRD.EFA-CP-PRS W/SALCO SR-40 DETAIL NO. 1 1; folio QUICK COUPLING VALVESRAIN BIRD 33 DLRC (AT 150' O.C.) DETAIL NO. 2 6 NL BACKFLOW ACKREGULATORL EVENTION ASSEMBLY W/PRESS. EXISTING ISKINS 500 o, STAINLESS STEEL BRASS NIPPLE 0 FLUSH-OUT ASSEMBLY DETAIL N0.3 BRASS 90• ELL SCREW CLAMP p ♦ DRIP EMITTER SALCO PC6-2-2 G.P.H. DETAIL NO.4 1. BRASS ANCLL VALVE WITH UNION - SAME SIZE AS RCV MINIMUM (3) PLACES 2. PVC WYE STRAINER WITH INTAGRAL BALL FLUSH VALVE AND DOWIN BRASS NIP STREET ELL �� {�B 6RA55 NIPPLE - 6" LONG IV REBAR STAKE - STREAM PRESSURE CUACE. SALCO DYSFC - PLAN SIZED- INSTALL UNIT HORIZQ�ITALLY a BRASS 90' STREET ELL �T (26" LONG) 3. REMOTE CONTROL VALVE -RAIN BIRD EFA-CP - PLAN SIZED W/ P&ESSURL RECUTATOR e - , F. REMOTE CONTROL VALVES- PRESS REG TYP RAINBIRD PEB-PRS W/ SALCO SR-40 DETAIL NO. 1 4. SCK. 80 CLOSE NIPPLE - SAME SIZE AS ACV = ' MOISTURE SENSOR CALSENSE 1000S 5. MPT X SLIP. FITTING - SOLVENT WELD 6. SCH. 40 PVC S X S X T TEEa ). PRESSURE SUPPLY LINE 8 • � FLOW SENSOR & MASTER VALVE CALSENSE 220P, HARDIE 102 N.O: . SCH. ao PVC NIPPLE - SAME SIZE AS Acv I. LOCK BOLT �' A : CONTROLLER SEQUENCE 9. 6" THICKOF 1/4'• WASHED CRUSHED AGCAECA7L PLACE BLFOt� SOX 2. LIFT HOLE 8 : R.C.V. AND FILTER SIZES3. CHIPPER MULCH I0.0LAI'6 leo l�G - ' 11.CONCRETIVALVE BOX AND LOCKING COVER MARKED I _ 4. FINISH GRADE A30 I. A G C FLUSHING MODE (G.P.M.) 5. SALCO WIMP-75 (T X. S) 3%4" ?VC BALL VALVE - SCR=w "IRRICATION CONTROL VALVE" CHRISTY 8 % BOX AND 9% LID S- ! TO END or LATERAL LINE. Q, f8`1 °f� D D :GALLONS PER HOUR (G.P.H.) 12. SOLENOID WIRES. PIC-TAIL EACH 36" LONG I 'L 6. 3/=:" X 36" DIAMETER ALGAE RESISTANT PVC FLEX HOSE - PIC TAILED PRESSURE SUPPLY � 7. CHRISTY RECTANGULAR GONG,VALUE BOX WrM FMERLYTE UQ E-. QTY. OF EMITTERS PER SYSTEM � 1]. COMMON BRI CZ LINE FITTING "' S. PVC MALE ADAPTER - LINE SIZE X 3;," (S X T) L PRESSURE SUPPLY LIME 9. 6" ThICK OF 3/4" WASHED CRUSHED AGGPEGATE , 10. EMBOSE IN 2"WHITE LETTERS ON LID " FV" E x NO. OUTLETS x 3.5 G.P.H. __ FLUSHING MODE FORMULA = 60 MINUTES G.P.M. FOR SIZING (THIS SHEET)SEMBLY, REMOTE CONTROL VALVE ASSEMBLY(DRIP) 2 QUICK COUPLING VALVE WITH METAL STAKE 3 BALL VALVE FOR EMITrtER FLUSH BOX N.T.S. N Is / �I,(I��=�11�i i O II7&II11= HARDSCAPING & II( CLEAN BACKFILL - SEE SPECS. FQR _ "'=il -III ,VIII=�11- - F.G. il'IE-- -_-„ - „ 3 MATERIAL. 90% COMPACTION REQUIRED s = z N NON-PI_ °I��� SNAICEPIPERINLTREN� LINE: SCH. 40 PON - CH 1 6 r_.-__._._ TYP OUTLET CHECK VALVE CAPS " �AT ENDS OF DISTRIBUTION LINES ci^ IIII - s(W (SALCO EOCV-125) 9 - � 0 PRESSURE SUPPLY LINE: SCH. 40/CL.315 = CLEAN BACKFILL - SEE .SPECS. FOR I� k : r.. _ ; +�+I SNAKE PIPE IN TRENCH U iP 1?1 MATERIAL, 90% COMPACTION REQUIRED IS GAL TREE 15 GAL TREE - SANDf'II PROVIDE 2" OF CLEAN BACKFILL TYP. "Y" STRAINER o (SALCO DYSF) �^--- _ NON-PRESSURE LATERAL LINE SLEEVE - I I GAL SHRUB 5 GAL SHRUB INSTALL HORIZONTALLY MFG.)N.T.S.PGs- 2 EMITTER WITH ACrESS SLEEVE(OR EQUAL / SIZE TWICE DIAMETER OF NON-PRESSURE 12 TYPICAL CONTROL WIRES - BUNDLE AND TAPE F) MFG.) LATERAL LINE AT 15" O.C. AND INSTALL ADJACENT • 1. SALCO DAS-8 ACCESS SLEEVE. CONTROL MIRE SLEEVE • SIZE PER PLAN TO PRESSURE SUPPLY LINE TYP. I/e" CAPILLARY INSTALL ADJACENT TO PRESSURE SUPPLY , TUBING(SALCO CT-125) 2. 3/8" WASHED AGGREGATE. LEAVE SPACE BETWEEN ti 0 O STAKED W/SALCO DTS-20-400 EMITTER AND TOP OF AGGREGATE. T VIII •� dt I LINE TYP.REMOTE CONTROL 3. ACCESS SLEEVE CAP, 1 ABOVE FINISH GRADE. -i \04LVE(RAINBIRD EFA-CP-PRS) PRESSURE SUPPLY LINE SLEEVE - SIZE 4. MEDIUM GRIND SHREDDED MULCH COVER OVER DIST. TUBES - MAXIMUM 4" THICK. TWICE DIAMETER OF PRESSURE SUPPLY _ 5. SALCO CT-125 DISTRIBUTION TUBES WITH EOCV - 125 OUTLET 6' TYPICAL LINE CHECK VALVE CAPS. FLUSH-OUT NOTE: q NOTE' V1LVE (SALCO WM D-75) 6. 1/2" DIA. SCH. 8- PVC RISER - LENGTH AS NEEDED. TYP. MULTI-OUTLET NON-PRESSUR E EMITTERS(FOR TREES B LINES (CLASS 200) 7 7. sALco Pc-a MULTI-OUTLET EMITTER WITH TORO 1. PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION. SHRUBS:SALCO PC6-2) I 1 (SCH 40) 710-07 THREADED RISER ADAPTER. 1. ALL SLEEVES TO BE SCH 40 PVC. 8. SALCO PC6-C EMITTER OUTLET CAP AS REQUIRED. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF NAROSCAPING AT BOTH ENDS. 9. MARLEX DBLE. STREET ELLS BETWEEN LATERAL LINE AND RISER. TYPICAL SLEEVING MPICAL TRENCHING 4 SHRUB AND TREE WELL EMITTER INSTALLATIONS 5 SALcO PC6-2 EMITTER WITH ACCESS SLEEVE 6 7 N.T.S. "FOR TREES a SHRL93SI' N.T.S. DESCRIPTION OF REVISION DATE PPROVE RYAN CITY OF RANCHO CUCAMONGA PARCEL MAP 9350 VICTORIA VINEYARDS SOUTH _ W P �iQ�r*t1�e v BASELINE ROAD MEDIANS (MILLIKEN AVENUE TO ROCHESTER AVENUE) P rgl� 0 CALW IRRIGATION DETAILS PREPARED BY: PREPARED FOR: APPROVED BY DATE CITY ENGINEER R.C.E. N0. 7- DESIGN D 7M �EIMI!'tr [ `_U R JM DESIGN GROUP, INC. ' • Y YON .IAHrRHG AND LAHDSCAR ARCHirECR,RE DESIGN GROUP INC. DRAWN L rR1W\.MN.[RRi�MtlKw�"JOC.QNi,�,a," SHEET AlPLANNING AND LANDSCAPE ARCHITECTURE 15 15 OF 18 At iris 27285 LAS RAMBLAS,SUITE 250,MISSION VIFJO,CA.12601(714)582.7516 LYON CHECKED DRAWING NO, 8540 ARCHIBALD SUITE 9 RANCHO CUCAMONGA. CALIFORNIA 91730 DATE �z 9 9-L SHEET N��-r�0. 9?OF >1orl- Al, - - _ .. _ _ . i 1 - - -- _.- • . . / • �_ .-a - 1 . 1 1 _ _ . . • -�`I•c . _ ,- j-_.- 1 �-. � ....�'`�-r _]r_.z..�� (4-►..r� ✓^r•.-.�' IRRIGATION SPECIFICATIONS 02810 4. Before the date of the final site review, the Contractor shall 5. Contractor shall be responsible for the total performance of such 3. All P.V.C. pipe must bear the following markings: transfer " all information from the as-built prints to a PHOTO n; lar substitution to al or surpass the original in eve respect. . equal Pa g every P� 1.S?Il__l:�NERAI or similar mylar material procured frcrl the CITY. All work shall a. Manufacturer's name be in waterproof India ink and applied to the mylar by a technical pen 6. Tf the substitution proves to be unsatisfactory in the opinion of the 1.01 DESCRIPTION made expressly for use on mylar material. Such pen shall be similar CITY , THE Contractor shall remove such work and replace it with b. Nominal pipe size to those manufactured by Rapidograph, Kueffel & Esser, or Faber originally specified item (including installation) as part of the work A. Scope of Work: Provide all labor, materials, transportation, and services Castell. The dimensions shall be made so as to be easily readable of this section, C. Schedule or class necessary to furnish and install Irrigation Systems as shown on the even on the final controller chart (see Section 1.03-C) . The original drawings and described herein. mylar "as-built" plan shall be submitted to the :CITY for approval d. Pressure rating in A.S.T. (not required on drip tubing) prior to the making of controller chart. B. The CITY shall have the sole responsibility for accepting or rejecting _ 1.02 QUALITY ASSURANCE & REQUIRFIMf'[1TS any substituted item as an approved e;ual to eeuipment and materials listed e. NSF (National Sanitation Foundation) approval (not required on 5. The Contractor shall dimension frau two permanent points of reference, on the irrigation drawings and specifications, drip tubing) A. Permits and Fees: The Contractor shall obtain and pay for any and all building corners, sidewalk, or road intersections, etc. , the location permits and all inspections as required. of the following items: 1.06 GUARANTEE f. Date of extrusion B. Manufacturer's Directions: Manufacturer's directions and detailed drawings a. Connection to existingwater lines. A. The guarantee for the sprinkler irrigation system shall be made in 4.. Solvent cement and primer for P.V.C. solvent-weld pipe and fittings shall be followed in all cases where the manufacturers of articles used in accordance with the following form. The general conditions andshall be of type and installation method prescribed by the this contract furnish directions covering points not shown in the drawings b. Connection to existing electrical power. supplementary conditions of these specifications shall be filed with the manufacturer. and specifications. Owner or his representative prior to acceptance of the irrigation system. C, Gate valves. S. Brass Pipe & Fittings: .C. Ordinances and Regulations: All local, municipal and state laws, and rules B. A copy of the guarantee form shall be included in the operations and and regulations governing or relating to any portion of this work are d. Routing and/or directional turns of sprinkler pressure lines maintenance manual. a. BrassPe i shall be 85% red brass American National Standard P hereby incorporated into and made a part of these specifications, and their (dimension max. 100' along routing) Institute (ANSI) , Schedule 40 screwed pipe. provisions shall be carried out by the contractor. Anything contained in C. The guarantee form shall be retyped onto the Contractor's letterhead and these specifications shall not be construed to conflict with any of the e. Sprinkler control valves. contain the following information: b. Fittings shall be medium brass, screwed 125 pound class. above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, f. Routing of control wiring. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 2.03 ELECTRICAL (HIGH VOLTAGE) workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the g. Quids coupling valves. We hereby guarantee that the sprinkler irrigation system we have furnished A. All high voltage electrical service required for aut anatic controller and and the provisions of theses if drawings. and installed is free from defects in materials and workmanship, h p pec and dr ng . Contact City for clorificofion. P► other equipment noted on drawine for irrigation system will be provided by work has been completed in accordance with the drawings andspecifications, h. Other related 1 nt as directed the CITY INSPECTOR . gothers. D. Superintendent: ��� b'S' ordinary wear and tear and unusual abuse or neglect excepted. We agree to � Y repair or replace any defects in material or workmanship which may develop B. Provide approves' type enclosure for meter, similar to that manufactures) by 1. A superintendent satisfactory to the Representative shall be 6. de or before the date of the final site review, the Contractor shall during the period of one year from the date of acceptance and also to }T '_ on � ry eP n9 Pe Y P )<_}ens Electrical Products Inc. 213 724 0450 model as specified deliver the corrected and completed MYLARS to the CITY Delive ( ) on present on the site at all times during progress of the work. O n' repair or replace any damage resulting from the repairing or replacing of drawing. Enclosure shall be of adequate size to house autanatic controller of the MYLARS will not relieve the Contractor of the responsibility of such defects at no additional cost to the Owner. We shall make such specified on drawing. Enclosure shall be zinc coated steel, minimum 12 2. The Superintendent shall not be ch ed except with the consent of the furnishing required information that may be anitted frau the prints. repairs or replacements within a reasonable time, as determined b the upe ang pt Pa P Y gauge thickness. Cabinet shall be protected against corrosion in -_ITY'S Representative. CITY , after receipt of written notice. In the event of our failure to ep accordance with U.L . 50, Cabinets and Boxes, Section 13. Exterior covets C. Controller Charts: make such repairs or replacements within a reasonable time after receipt of to be minimum 14a e steel and shall have g ug padlocking provisions. 3. The Superintendent shall be authorized to represent the Contractor. written notice franTHE CITY we authorize the CITY to proceed to have said Deadfront shall be a hinged type, 16 gauge minimum, and shall not require 1. ire1. As-built drawings shall be approved by the CITY before controller repairs or replacements made at our e)Tense and we will pay the costs and the use of installation or servicing. - fact installed charts are prepared. g. All factory in talled components E. Explanation of Drawings: P charges therefore upon demand. shall be U.L. listed. All factory installed conductors shall be copper, 2. Provide one controller chart for each controller supplied. size and type to conform: to NEC and U.L. requirements. enclosure shall be • 1. Due to the scale of drawings, it is not possible to indicate all PROJECT: _ _ _ - - furnished with a detachable sub-Mase with 1/2 inch diameter bolts. offsets, fittings, sleeves, etc. , which may be required. The Mounting bolts shall not be visible outside the enclosure after contractor shall carefully investigate the structural and finished 3. The chart shall show the area controlled by the outer it controller CON'T'RACTOR: _s PHONE NO.: _�___�__� Y g and shall be the maximum size which the controller door will allow. -- installation on sub-base. Enclosure finish shall consist of one coat zinc conditions affecting all of his work and plan his work accordingly, chromate primer and two coats baked enamel paint. COLOR PER CITY, furnishiM ire fittings, etc., as may be required to meet such ADDRESS:_ _ __ BY:_ _-_--- conditions. Drawings, are generally diagrammatic and indicative of 4. The chart is t0 be a reduced drawing of the actual as-built system, of BY:-- conditions. --' g g y g mum s a maximum that will inside controller housing, double s ifit iidtllhing, dblided C. Electrical equipment installed outside building shall be NEMA 4 type. the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting and if required for readability. D. All connections between electrical services and equipment shall be in rigid architectural features. 5. The chart shall be a blackline print and a different color shall be DATE OF ACCF�TTAICT�c_- -- - - - - BY: galvanized electrical conduit, with conduit and wiring size as required. used to indicate the area of coverage for each station, using pastel 2.04 iQxE=ICAL (Lt)W VOLTAGE) 2. The word CITY as used herein shall refer to the CITYS or transparent colors. authorized representative. 2'00rxx-rte 6. When completed and approved, the chart shall be hermetically sealed A. Connections between controller and remote control valves shall be made with 3. All work called for on the drawings by notes or details shall be between two pieces of plastic, each piece being a mininum 20 mils. 2.01 MATERIALS direct burial AWG-UF, 600 volt wire, insulation thickness 3/64 inch, ' furnished and installed whether or not specifically mentionn-d in the utilizing low density high molecular weight polyethylene insulation. specifications. 7. These charts shall be completed and approved prior to final acceptance A. General: Use only new materials of brands and types noted on drawings, of the irrigation system. specified herein, or approved equals. B. Splices, where permitted, shall be waterproofed using Shop Tite 'onnectors and housed in a box. Boyer,4. The Contractor shall not willfully install the irrigation system as 2.02 PIPE & FITTINGS for other irrigation use may be utilized for this purpose. shown on the draw' field that s when it is obvious in the D. Operation and Maintenance Manuals. obstructions, grade differences or discrepancies in area dimensions C. Wire sizing shall be a minimum of #14 "UF" 600 volt underground wirir A. Pressure Main Line Piping and Fittings: Sizes IV2 inches and smaller g 9 9► exist that might not have been considered in engineering. Such 1. Prepare and deliver to the CITY within 10 calendar days prior to shall be Schedule 40 P.v.C. 2"a LARGER SHALL BE CLASS 315 P.V.C. unless a shielded cable is used in which case �i8 wire mz:y be used. Corr.-n obstructions or differences should be brought to the attention of the completion of construction, two hard cover binders with three rings wire to be white in color, and PILOT WIRES RED IN COLOR. CITYS authorized representative. In the event this notification is containing the following information: not performed, the irrigation contractor shall assume full B. Nonpressure lines (buried) : Shall be P.V.C. c�Iaes 200. 2.05 GATE VALVES responsibility for any revision necessary. a. Index sheet stating Contractor's address and telephone number, C. All pipe and fittings shall conrorm to specific requirements as follows: list of equipment with name and addresses of local manufacturer's A. 3 inches and smaller (unless otherwise noted on Drawings) : ASTM P.62 brass 5. Work of this Section which is allied with the work of other trades representative. 1. P.V.C. (Solvent Weld) body. 150 pound saturated steam rated; with screwed joints; non-rising shall be coordinated as necessary. sLem� sc-re:aed bonnet, solid disc. Provide with handwheel. b. Catalog and part sheets on every rtiterial and eeuipmert installed a. pipe: Manufactured from virgin polyvinyl chloride compound in • F. Underwriters Laboratories: Electrical wiring, controls, motors, and under this contract. accordance with ASTM D 1784 or ASTM D 2241, cell classification 2.06 QUICK C(,"JPLIIU VALVES devices shall be U.L. listed, and so labeled. 12454B. hydrostatic design stress rating not less than 2.000 C. Guarantee st aternent. P.S.i. Two piece type brass body, 1.';0 pound class, with 3/4 inch female threads 1.03 SUBMITTALS opening at base permitting operation with a special connecting device Pe �5 ► Pe 9 Pe P� d. Complete operating and maintenance instruction on all major (coupler) designed for this purpose. A. Material List: "Ii nt, b. Fittings (solvent weld or thread) : Standard weight, schedule 40. p ) g r p side gated, injection molded P.V.C. complying with ASTM D 1784. 1. The Contractor shall furnish the articles, equipment, materials, or 2. Tn addition to the above mentioned maintenance manuals, provide the cell classification 13454B. including threads when required. 1. Coupler threads: lug type Processes specified by name in the drawings and specifications. No CITYS maintenance personnel with instructions for major equipment C. ubber gasket) : Schedule 40 injection threa _ . s 2. Hinge cover: Provide with rubber-like vinyl cover. substitution will be allowed without prior written acceptance by the and show evidence in writing to the CITY'S REP. at the conclusion of the shall be re qu h stainless ste and support CITY. project that this service has been rendered. gussets. A11 tees and el s with an angle brace as a 2. Complete material list Shall be Submitted prior to performing any part of fitting. Sim' a 1 respects anufacturea by work. Material list shall include the manufacturer, 'model number and Flo-Seal ed in full accordance with man E. Equipment to be Furnished: mendations. description of all materials and equipment to be used. 1. Supply as part of this contract the following tools: d. Fittings (2" through 8") slip type may be used. but must be 3. Equipment or materials installed or furnished without prior approval the CITY may be rejected and the Contractor required to remove similar in all respects to those manufactured by Cat Am such a. Two keys for opening valve boxes. Manufacturing Company and installed in accordance with their such materials from the site at his Own expense. recommendations. 4. Approval of any item, alternate or substitute indicates only that the b. Two keys for each automatic controller. product or products apparently meet the requirements of the drawings 2. P.V.C. nipples shall be schedule 80 with molded threads. C. One quick-coupler key and matching hose swivel and specifications on the basis of the information or samples . for every 10 or fraction thereof. valves installed. submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement 2. The above mentioned equipment shall be turned over to the -WT at the the guarantee, conclusion of the project. Before final acceptance can occur, evidence that the CITY has received material nest be shown to the 6. If equipment is as specified. no manufacturer descriptive catalogs are Architect. necessary in submittal. B. Record 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING and As-Built Drawings: A. Handling of P.V.C. Pipe and Fittings: The Contractor is cautioned to 1. The Contractor shall provide and keep up to date and complete "as- exercise care in handling, loading, unloading, and storing of P.V.C. pipe built" record set of blue-Zine ozalid prints which shall be corrected and fittings. All P.V.C. pipe shall be transported in a vehicle which daily and show every change from the original drawings and AN�SCgf� DESCRIPTION OF REVISION DATE PPROVE allows the length of pipe to lie flat so as not to subject it to undue L f specifications and the exact "as-built" locations. sizes. and kinds of bending or concentrated external load at any point. Any section of pipe �Q��Q.likVA* equipment. Prints for these purposes may be obtained from the that has been dented or damaged will be discarded and, if installed, shall CITY OF RANCHO C U C A M O N G A Architect at cost. This set of drawings shall be kept on the site and be replaced with new piping. shall be used only as a record set. w tr PARCEL MAP 9350 Cr 2. These drawings shall also serve as work progress sheets and shall be 1.05 SUBSTITUTIONS '�E v VICTORIA VINEYARDS SOUTH the basis for measurement and payment for work completed. These drawings shall be available at all times for site reviews and shall be A. If the Irrigation Contractor wishes ' to substitute any equipment or BASELINE ROAD MEDIANS materials for those equipment or materials listed on the irrigation 'p! °�'f �Q MILLIKEN AVENUE TO ROCHESTER AVENUE kept in a location designated by the CITY Should the record drawings and 'specifications, he b ue 'ne as-built progress sheets not be available for review or not � spec ► may do So by providing the following ( > Z li it r P 8 u to date at the time of an site reviews (refer to Section 3.02<B-3 information TO THE CITY FOR APPROVAL. --. P Y IRRIGATION SPECIFICATIONS Observation Schedule), it will be assumed no work has been completed 1. Provide a statement indicating the reason for making the substitution. PREPARED BY: PREPARED `FOR: and the Contractor will be assessed the cost of that site visit at the current billing rate of the CITY INSPECTOR No other inspections shall Use a separate sheet of paper for each item to be Substituted. 91 APPROVED BY DATE take place prior to payment of that assessment. 2. Provide descriptive catalog literature, performance charts and flow CITY ENGINEER � � R.C.E. NO. .2181 3. The Contractor shall make neat and legible notations on the as-built Charts for each item to be substituted. DESIGN RJM {�LU!�^'r1E_NU[ U progress sheets daily as the work proceeds, showing the work as RJM A.1.C. DESIGN GROUP, INC. j actually installed. For example. should a piece of equipment be 3. Provide the amount Of cost savings if the Substituted item is rLYON t~ • approved. DESIGN GROUP, INC. A�L��A.�>AL installed in a location that does not match the plan. the Contractor DRAWN �� ""°""""""•""""'" 'mac.....,,,•. SHEEZ must indicate that equipment has been relocated in a graphic manner so G- A•�•C• ation 4. Approval of any item as a substitution or alternate is for design - PLANNING AND LANDSCAPE ARCHITECTURE Y/e WILLIAM LYON 16 of 18 as to match the original symbols as indicated in the irrigation 2723 LAS RAMSLAS,SUITE 23l,MISSION\IFJO.CA.•2N1 1711 522•75I6 legend. The relocated equipment and dimensions will then be Only, based On information or samples provided by the Caltractor. CHECKED DRAWING NO. transferred to the as-built plan at the proper time. RANCHO •S40 ARCHISALD SUITE CUCAMOMGA, CALIiORM1A 9170 AIC /� DATE • SHEET NQ. ZLDF /6c, 1 2.07 BACKFLOW PREVENTION UNITS B. Observation Schedule: D. Trenching and Backfill Under Paving: 3. Identification tags shall be attached to each remote control valve, A. Backflow preventer: designed to operate on a "reduced pressure" principle; 1. Contractor shall be responsible for roti 1 Trenches located under areas where vin showing number that corresponds with controller sequence. Tags shall with ate valves and field test cocks. notifying the C.TY INSPECTOR IN ADVANCE paving, asphaltic concrete or be manufactured of polyurethane Behr Desopaid, yellow in color with equipped9 for the following observation meetings, according tol the time concrete will be installed shall be backfilled with sand (a layer 6 black letters 2-3/4 inches by 2-1/4 inches. CHRISTY OR EQUAL indicated: inches below the pipe and 3 inches above the pipe) , and compacted in F. Wye strainers at backflow prevention units shall be 125* class cast brass layers to 95% compaction using manual or mechanical tarrying devices. with 60 mesh morel screen, unless otlmeniise noted on clraviinc. a. Pre-job conference - 7 days Trenches for piping shall be compacted to equal the compaction of the 3.04 TEMPORARY REPAIRS C. Backflow unit shall be housed in a protective housing as noted on drawing. existing adlacent undisturbed soil and shall be left in a firm 2.08 AUTOMATIC CONTROLLER b. Backflow assembly location - 48 hours unyielding condition. All trenches shall be left flush with the A. The CITY reserves the right to make temporary repairs as necessary to keep A. Type: fully automatic operation, capable of operating the number of adjoining grade. The Sprinkler Irrigation Contractor shall set in the sprinkler system equipment in operating condition. The exercise of C. Pressure supply line installation and testing - 48 hplace, cap, and pressure test all piping under paving prior to the this right by the CITY shall not relieve the Contractor of his stations and type indicated on Drawings. ours paving work. responsibilities under the terms of the guarantee as herein specified. 1. Wall mount type in a housing with locking hinged cover. d. Automatic controller location - 48 hours 2. Provide with a surge protection integral with controller unit: 2. Piping under existing walks is generally done by jacking, boring or 3.05 MOISTURE SENSING EQUIPMENT e. Contr6L wire installation - 48 hours hydraulic driving. Any cutting or breaking of sidewalks and/or 3. Fuse and chassis ground a22 controller components. concrete necessary shall be performed by the Contractor and paving A. Locate in field as directed by MANUFACTURER ONLY ' AND CITY f. Lateral line and sprinkler installation - 48 'hours replaced as a part of the contract cost. Permission to omit or break 2.09 REMOTE OONTI�L VALVES sidewalks and/or concrete shall be obtained from the W f , No B. Check the system to ensure that sensors are operating correctly. not less g. Coverage test - 48 hours hydraulic driving will be permitted under asphaltic concrete paving. than four times over a 30-day period. adjust or relocate moisture sensing A. Valve type: spring-loaded, packless diaphragm activated, normally closed equipment as RECOMMENDED BY MANUFACTURER` AND CITY type with plastic body, equipped with flaw control. h. Final site review - 7 days 3. Coordinate installation of piping and wires under paved areas with General Contractor . C. Any relocation of equipment required shall be within 15 reet of original - -- location and shall be apart of the work of this Section. B. Valve solenoid: 24 volt a.c. 4.5 watt maximum, 500 milli-amp maximum surge, 4. The installing contractor may (but is not required to) install sleeve corrosion-proof, stainless steel construction, epoxy encapsulated to form a for future installation of water lines and wires, unless otherwise 3.06 FIELD QUALITY CONTROL single integral unit. noted. C. Provide bleeder valve to permit operation in the field withoutt the 2• No site observations will commence without as-built drawings. In the A. Adjustment of the System: p°m"'er aevent the Contractor calls for a site visit without as-built drawings, E. Assemblies: controller. without completing previously noted corrections, or without preparing 1. The Contractor shall adjust all sprinkler heads and valves for optimum the system for said visit, he shall be responsible for reint�ursing the 1. Routing of sprinkler irrigation lines as indicated on the drawings is performance and sto . prevent as much as possible any overspray onto 2 . 10 DRIP EMITTERS & ACCESSORIES CITY AT his current billing rates per hour, portal to portal, diagrammatic. Install lines (and various assemblies) in such a manner walks and roadways. No spray is permitted on buildings. (plus transportation costs) for inconvenience. No further site visits as to conform with the details per plans. • A. EMITTER SHALL BE OF A PRESSURE COMPENSATION TYPE WITH 6 will be scheduled until this charge has been paid and received. 2. If it is determined that adjustments in the irrigation equipment will OUTLETS SUPPLYING 2 GALLONS OF WATER PER HOUR, AS NOTED 2. . Install ID multiple assemblies' in provide proper and more adequate coverage, the Contractor shall make ON DRAWING. p plastic lines. Provide each C. Final Observation Prior to Acceptance: assembly with its own outlet. such adjustments prior to planting. Adjustments may include changes in nozzle sizes or degrees of are. as required. B. EMITTER SHALL BE HOUSED IN AN ACCESS SLEEVE (5-1/4 INCH 1. The Contractor shall operate each system in its entirety for the Install all assemblies specified herein in accorrxie ancwith respective DIAMETER AND OVERALL HEIGHT OF 12 INCHES) WITH TOP AND 3. All sprinkler heads shall be set perpendicular to finished grades CITY at time of final observation. Any items deemed not retail. In absence of detail drawings or specification. pertaining to OUTLET PORTS MADE OF ALL PLASTIC MATERIAL, AS NOTED ON unless otherwise designated on the plans and at height and distance acceptable by the CITY or not in compliance with these specific items required to cormplete work, perform such work in DRAWING. specifications and drawings, shall be reworked to the complete =e-cordance with best standard practice, with prior approval from from walks, buildings, etc. as noted. C. -ALL SYSTEMS SHALL BE EQUIPPED WITH A LINE STRAINER satisfaction of the CITY e_rry B. The Contractor is responsible for protecting all existing landscaping. Any ON THE DISCHARGE SIDE OF VALVES. STRAINER SHALL existing landscaping removed shall be properly replaced. including any sod. HAVE A 150 MESH SCREEN, A 1/2 INCH OUTLET FOR FLUSHING, 2. The Contractor shall show evidence to the City Inspector that the CITY has 4. P.V.C. pipe and fittings shall be thoroughly cleaned of dirt, dust and received all accessories, charts, record drawings, and equipment as moisture before installation. Installation and solvent welding AND SHALL BE INSTALLED IN AN ADDITIONAL PLASTIC BOX IF methods shall be as recor.�r-ended b i and fitting manufacturer. C. Testing of irrigation System: REMOTE CONTROL VALVE BOX IS NOT ADEQUATE. required before final observation can occur. y the pipe D. Physical Layout: 5.. On P.V.C. to metal connections, the Contractor shall work the metal 1. Test all pressure lines under hydrostatic pressure of 150 pounds per D. CAPILLARY TUBING SHALL BE 1/8 INCH I.D. , FLEXIBLE P.V.C. connections first. Teflon tape or apprmed equal shall be used on ALL square inch, and prove WATERTIGHT - FOR 6 HRS. 1. All piping or equipment shown diagrammatically on drawings outside threaded P.V.C. to P.V.C., and on all threaded P.V.C. to metal joints. 2. Testing of pressure main lines shall occur prior to installation of E. PRESSURE REGULATORS ARE PROVIDED AT THE P.O.C.-S. AND R.C.V.'S. planting areas shall be installed inside planting area whenever Light wrench pressure is all that is rec,2ired. Where threaded P.V.C. possible. connections are required, use threaded P.V.C. adapters into which the electric control valves, quick couplers or any other ec;nmiFxr�nt that pipe may be welded. might prevent a proper test from being performed. 2. Prior to installation, the Contractor shall stake out all pressure 3. All piping under.- paved areas shall be tested under hydrostatic supply lines, routing and location of sprinkler heads. 6. Install backflow assemblies in shrub areas at minimum height permitted pressure of 150 ounds per square inch, and proved watertight, prior by local code. to paving. 3. All layout shall be approved by CITY prior to installation. INSTALL ALL \ALVE BCXES IN SHRUB PLANTING AREAS ONLY UNLESS OTHERWISE 7. Quick coupling valves: Unless otherwise indicated, locate :valves 4. Sustain pressure in lines for not less than tv,. hours. If leaks � 3.03 INSTALLATION APPROVED BY THE OITY INSPECTOR _ within 12 inches of hardscape. INSTALL IN SHRUB AREAS WHEREVER POSSIBLE develop, replace joints and repeat test until entire system is proven 2.11 PCILSTURE SENSING DQUIPNIErTT A. General: 8. Backflow prevention unit and controllers: Verify exact location_ with watertight. the z�- 's Representative. 5. All hydrostatic tests shall be made only in the presence of the A. Provide model as shown on drawing for ground cover areas, as � 1. All plastic pipe and fittings shall be installed in complete accord CITY INSPECTOR r No manufactured by CALSENSE with mapufacturer instructions for same. F. Electrical Supply: pipe shall be corr.pletely backfilled until it has been inspected, 1. Provide low voltage wires to each remote control valve controlled bytested and approved in writing,. - - 1. 115 volt electrical service 'for autrnlatic controllers shall be sensor. provided for b 6. Furnish necessary farce pump and all other test equipment. 2. Low voltage wiring shall be placed in the same ditch and Oin to 7. When the sprinkler irrigation r sten is completed, perform a coverage main lines unless otherwise approved. test in the presence of the err`( , to determine if the water 2. Line Cle< : All lines shall have a minimum clearance of 6 inches coverage for planting areas is complete and adequate. Furnish all 2.12 VALVE BOXES from each other and from lines of other trades. Parallel lines shall 3. When more than one wire is placed in a trench. tape wires together at materials and perform all work required to correct any inadequacies of \ not be installed directly over one another. maximum 12 Leet on center. coverage due to deviations from plans, or where the system has been A. Valve boxes shall be CONCRETE WITH FIBRELYTE IMPREGNATED LOCKING LIDS BY CHRISTY. willfully installed as indicated on the drawings when it is obviously to weather, sunlight and chemical action of soils. 4. Provide a 7,+ inch expansion loop at each connection and directional inadequate, without bringing this to the attention of the � 9 �n9 � B. Trenching: change. 'alis test shall be accomplished before any ,round cover is planted. B. Valve box extensions shall be by the same manufacturer as the valve box. 1. Excavate trenches to required depths. Follow approved layout for each 5. Use a continuous wire between controller and remote control valves. 8. n completion of each ' �,��. Ugo p phase of work, entire system shall be tested C. Gate valve boxes shall be round CONCREfEboxes with flex lock covers, CHRISTY do not splice wire at any point. and adjusted to meet site reeuireients. or approved equal. 2. Trench bottom shall be flat to ensure piping is supported continuously 9. Low voltage wiring under paving shall to tester: forcz�r�tiruity, prior on an even grade. 6. Each controller shall be provided with separate round wire. to paving. D. Remote control valve boxes shall be CONCRETE RECTANGULAR CHRISTY OR p p g approved equal, with hinged FIBRELYTE IMPREGNATED LOCKING LIDS. 3. Where lines occur under paved areas, consider dimension to be below 3.07 MAINTII�.At`'CE the subgrade. 3_00_ EXDC[EMIN 4. Provide minimum coverage as follows: G. Automatic Controller: A. The entire sprinkler irrigation system shall be under full automatic 3.01 SITE CONDITIONSoperation for a period of seven days prior to any planting. a. Pressure supply lines (2-1/2 inches and smaller) : 18 inches 1. Install as per manufacturers instructions. Remote control valves A. All scaled dimensions are approximate. The Contractor shall check and shall be connected to controller in numerical sequence as shown on the B. The c.,.f Y reserves the right to waive or shorten the operation period. - • verify all size dimensions and, rc-ceivr:• c,ry`.s approval prior to b. Pressure supply lines (3 inches and larger: 24 inches drawings. 3.08 CLEANUP proceeding with work under this section. C. Non-pressure lines: 12 inches 2. Controller shall be mounted inside an electrical pedestal. A. Clean- shall be performed as each Clean-up pe portion of the work progresses. Refuse B. Exercise extreme care in excavating and working near existing utilities. - H. Flushing of System: and excess dirt shall be removed from the site, all walks and paving shall Contractor shall be responsible for damages to utilities which are caused d. Control wire: 18 inches p° g be broomed or washed down, and any damage sustained to the work of others by his operations or neglect. Check existing utilities drawings for 1. After all new sprinkler pipe lines and risers are in place and shall be repaired and work returned to its original condition. existing utility locations. connected, all necessary diversion work has been completed, and prior C. Backfilling: to installation of sprinkler heads, the control valves shall be opened 3.09 OPERATING INSTRUCTIONS C. Coordinate installation of sprinkler irrigation materials including pipe, and full head of water used to flush out the A. The Contractor shall be required to train e-rrps . maintenance personnel in so there will be NO interference with utilities or other construction or , proper operation of all major ernmipment. Provide written evidence of the difficulty in planting trees, shrubs, and ground covers. 1. Buried pipe in trenches shall be center loaded only until all re;tlired ; rinkler heads shall be installed only after flus��ing of the syste�� person or persons so trained to the Architect. tests are performed. Trenches shall be carefully backfilled with the _ D. The Contractor shall carefully check all grades to satisfy himself that he excavated materials approved for backfilling, consisting of earth, has been accomplished to the complete satisfaction of the GrrY may safely proceed before starting work on the sprinkler irrigation system. loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in I. Sprinkler Heads: 3.02 PREPARATION landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without � 1. Install the sprinkler heads as designated on the drawincs and in dips, sunken areas, humps or other surface irregularities. accordance with their respective detail. A. Water Supply: �p,NDSCgpF DESCRIPTION OF REVISIONDATE PPROVE 2. A fine granular material backfill will be initially placed on all 2. Spacing of heads shall not exceed the maximum indicated on the �c0 �YA� '99 1. ThEDev will provide new meters. lines. No foreign matter larger than 1/2 inch in size will be drawings. In no case shall the spacing exceed the maxinur) recouaTended - CITY C F RANCHO C U C A M N G A �. -� 2. Sprinkler irrigation system shall be connected to water supply points permitted in the initial backfill. by thert;tmfecLur-er. Cc- `s of connection as indicated on the drawings. cr � 1 PARCEL MAP 9350 Valve Boxes: 3. Flooding of trenches will be permitted only with approval of the J. ' - 3. Connections shall be made at approximate locations as shown on 1. All buried valves and equipment shall be installed with a proper box. * ��,� VICTORIA VINEYARDS SOUTH drawings. Contractor is responsible for minor changes caused by _ �` . BASELINE ROAD MEDIANS actual site conditions. 4. If settlement occurs and subsequent adjustments in pipe, valves, pe g `rlq ewF MILLIKEN AVENUE TO ROCHESTER AVENUE sprinkler heads lawn or 2. Fill area under box with a minimum of cubic feet of a ravel sp , planting, or other construction are before box is installed. lE QF ! t necessary, the Contractor shall crake all required adjustments without cost to the Owner. IRRIGATION SPECIFICATIONS PREPARED BY: PREPARED FOR: / DATE APPROVED BY CITY ENGINEER ALM &A2U14^1R C.E NO 151.2- 7 DESIGN � D iM MME V aE �� R JM A.I,C. E DESIGN GROUP, INC. - R INC. R.ANNI!VG A7'IU LAND6f A/[ARCHrrt,CTlIRC AO I i_ LYON DRAWN r•y.,r. w+nr reua.ux c..ri ,..,oar SHEET DESIGN GROUP,, XeWILLIAM A.I.C. JOB NO. 504-08PLANNING AND LANDSCAPE ARCHITECTURE LYON -6 " OF 18 27M LAS RAMSLAS.SUITE 250.MISSION%'IFJO.CA.92691(7141582-7516 CHECKED DRAWING Nr) •510 ARCHteAID SUITE DATE /Z 99-L RANCHO CUCAMONGA, CALIFORNIA 9170 A.I.C. SHEET NO. 920E ,t _ LANDSCAPE SPECIFICATIONS PLANTING -LEGEND TOTALS: vpT�; 1. WANGLE RATTED ROOTS IT LOOSENING ALL SOOTS AT EDGE OF ROOT BALL WITH WATER I" NOSE. 00 NOT CRACK ROOT BALL. 1. PLACE •GROG-"OWER• TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OSSEArATION 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT 15. MAINTENANCE SHALL BEGIN WHEN CITY ENGINEER OR HIS TREES PURPOSES. AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. QTY. BUILDING LAWS. MAINTENANCE SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED SYM KEY - BOTANICAL NAME COMMON NAME TOTALS SIZE REMARKS SPACING AND EIGHTY DAYS AND SHALL TERMINATE UPON ACCEPTANCE BY THE *-0"£oom r1U64:w 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL CITY OF RANCHO CUCAMONGA. MAINTENANCE SHALL INCLUDE WEEDING, ' LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE O LSF LIQUIDAMBAR STYRACIFLUA SWEET GUM 23 15 GAL 71-81 HEIGHT 20' O.C. MIN. THE LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE 'FESTIVAL' X 2 ' -3 ' SPECIFIED. NECESSARY FOR PROPER CARE AND UPKEEP. SPREAD FINAL APPROVAL AND ACCEPTANCE OF WORK WILL BE GIVEN AT THE END MGS MAGNOLIA GRANDIFLORA MAGNOLIA 51 15 GAL 71-8' HEIGHT 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE OF THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ' SAMUEL SOMMERS' X 2 '-3 ' 20' O.C. MIN. PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK ONLY WHEN 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS 7• It" TO FORM Ot"ESSED AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN OBTAINED. CITY OF RANCHO CUCAMON9A RESERVES THE OPTION TO SPREAD WATERING IASIS--r- PLA M - THE DRAWINGS AND OR SPECIFICATIONS AND ACTUAL CONDITIONS. EXTEND THE MAINTENANCE PERIOD BEYOND THE ' � .• .. �. .. T� Fx�ar[q KUE.�•1+. l (180) ONE HUNDRED . AND EIGHTY DAYS SPECIFIED IF IT IS DETERMINED THAT FURTHER SHRUBS 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN MAINTENANCE IS REQUIRED TO ESTABLISH PLANT MATERIALS. . 10 FOOT OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS *WW-PMR" PLANT TABS PER NOT ACCEPTABLE TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY 16. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD DV DIETES VEGETA FORTNIGHT LILY 566 5 GAL WHITE FLOWERS T O.C. NANUFACTURER'S RECOMENDATIONS IN WRITING, THE CITY INSPECTOR. OF ONE YEAR; SHRUBS LESS THAN 15 GALLON, FOR A PERIOD OF SIX FFA IACKFILL NII PER SPECIFICATIONS MONTHS; GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN CONTAINER PLANT Root tuL 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN AT COMPLETION OF MAINTENANCE PERIOD. ° ° ° ° ND NANDINA DOMESTICA 'NAVA' HEAVENLY BAMBOO 1117 5 GAL 2' O.C. CONDITION, MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES +.� PLANT PIT HE ROOT (i) TIES 2- REMAIN. REMOVE AND DISPOSE OF ALL FOREIGN MATERIALS DIRT 17. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW WIDTH OF THE TOM FALL B 12 PT PHORMIUM TENAX NEW' ZEALAND FLAX 264 5 GAL 3' O.C. ML THE SOT-TOM OF THE ROOT CLODS, AND ROCKS OVER ONE INCH IN DIAMETER WITHIN SIX INCHES PREVENTOR AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY 1AtL TO THE SURFACE SO THAT, AFTER CONDITIONING AND PLANTING, THE CITY INSPECTOR AND SCREENED FROM VIEW WITH PLANT MATERIAL. 'RUBRUM DWARF' NATIVE SOIL GRADE IS ONE INCH BELOW WALKS, SLOPED TO DRAIN AWAY FROM RB RAPHIOLEPIS INDICA INDIA HAWTHORN 176 5 GAL PINK FLOWERS 3 O.C. WALKS. 18. ANY TREES WITHIN 5 FEET OF WALLS WALKS CURBS OR OTHER `�"""" ' POTENTIALLY ROOT-DAMAGED HARDSCAPE �SHALL BE INSTALLED WITH r 'BALLERINA' SHRUB PLANTING A6. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKED ROOT CONTROL CONTAINERS. PRIOR TO BACKFILLING TREE PITS SMOOTH. ALL ROCKY MATERIAL IN EXCESS OF ONE INCH IN DIAMETER CONTRACTOR SHALL HAVE CITY INSPECT DEEP ROOT CONTAINER TJ TRACHELOSPERMUM JASMINOIDES STAR JASMINE 2646 1 GAL W= FIOWEFiS 2' O.C. SHOULD BE REMOVED TO A MINIMUM OF SIX INCH DEPTH. INSTALLATION. USE CITY STD. DRAWING 605A. ' NN; 1. STAKE TREE PERPENDICULAR TO PREVAILING 7. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS ARE FOR BID 19. ALL TREES ARE TO BE LOCATED: TEN FEET FROM ANY LIGHT STANDARD, NOTE: ALL MEDIAN PLANTING AREAS ARE TO BE MULCHED WITH A 4" DEEP LAYER OF SHREDDED WIND. COMPARISON PURPOSES ONLY. FINAL SOIL AMENDMENTS AND POWER POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY- FIBER MULCH AT THE CONCLUSION OF PLANTING OPERATIONS: CONTRACTOR SHALL REMOVE 1. PLACE •GROW-POWER• TABS IN PLART CONTAINER PRIOR TO PLANT IMG FOR FERTILIZER FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN DRIVE APPROACH, FIRE HYDRANT, OR UNDERGROUND STRUCTURE (E.G. , 5" OF TOP SOIL TO ALLOW FOR 4." OF SHREDDED MULCH. OBSERVATION PURPOSES. A CURRENT REPORT. CATCH BASINS, VAULTS) ; AND THREE FEET FROM ANY METER. TOP of STAKES TO THE EXTENT FEASIBLE ALL AREAS TO BE LANDSCAPED SHOULD BE 20. SHREDDED MULCH AND/OR WEED CONTROL MULCH INSTALLATION = MAIN TRUNK CROSSRIPPED OR OTHERWISE TILLED TO A DEPTH OF 9 - 12 INCHES. SHALL CONSIST OF PLACING 4" THICK PROCESSED "COARSE GRIND" NO CROSSRIPPING SHALL BE UNDERTAKEN IN SLOPE AREAS OF 3 : 1 . WOOD FIBER MATERIAL EQUAL TO OR SUPPLIED BY BLUE RIBBON •2-GIIJGH TiEs IN ADDITION, ALL ROCKY MATERIAL IN EXCESS OF 1 INCH LANDSCAPE SUPPLIES, INC. OF ORANGE, CALIFORNIA, 714/633-3666; 12" MAXIMUM ZgNPtPPv2T TO��� l-DIY�E IN DIAMETER SHOULD BE REMOVED TO A MINIMUM 6 INCH DEPTH-. OVER DESIGNATED PLANTER AREAS. (REFER TO PLANS FOR AREAS OF I OLE5 INSTALLATION). CONTRACTOR SHALL SUBMIT A SAMPLE TO THE CITY APPROVED TREE STAKES FOR SHRUB PLANTING THE FOLLOWING AMENDMENTS SHOULD BE INSPECTOR PRIOR TO PURCHASING AND/OR PLACING WITHIN MEDIANS. XERtSCAPE ASSESSMENT SYSTEM SUMMARY (1) PER SPECIFICATIONS UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A 4 - 6 A ARBOR GUARD IN TURF AREAS 21 PLACING OF SHREDDED MULCH SHALL FOLLOW THE PLANTING OF SPIRUBS AFTER 5 B• DIA. PVC PERFORATED PIPE - FILL WITH INCH DEPTH BY MEANS OF ROTOTILLER OR EQUAL: AMOUNT PER 1, 000 OF SOIL HAS BEEN REMOVED FROM THE AREA. FINISH GRADE SHALL BE 5" BELOW TOP - I/2• WKSH[D CRUSHED AGGREGATE LASE PULLS. :_ POINTS REFERENCE LENGTH OF PIP[ (LOCATE 1B• FROM TRUNK) OF CURB. FINISH MULCH SURFACE SHALL BE 1" BELOW OF TOP OF CURB. 2• BERM TO FORM DEPRESSED WATERING 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED CLAIMED (Sheet #/Ftcf. #) BASIN FOR GROUND COVER AREAS FROM REDWOOD, FIR OR CEDAR SAWDUSTI I. LANDSCAPE Ent Value =- 34" THICK CHIPPER MULCH 15 LBS. 12-12-12 COMMERCIAL FERTILIZER THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL 1. Water conservingplants.[20] 20 8, 9, 1-0, 11, 12, 13 co«Tu"`" ROOT BALL BE EXCAVATED TWICE THE DIAMETER AND ONE AND 12" BELOW THE 2. Turf limited to 25% (45% residential.[20] 20 11 , 12, 13 "GADW-POWER' ►TREY TABS PER DEPTH OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED ' MANUFACTURER'S RCCOMEHDATIOMS i, BACKFILL MIX PER SPECIFICATIONS WITHOUT AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. 3. Plants grouped by watering need.[10] 10 8, 9, 10, 11 , 12, 13 ' m,"Hill NAn"t.mlL THE BACKFILL MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING FORMULA: (FOR BID PURPOSES ONLY) 4. Hardscape (non-irrigated) surfaces.[10] ,. 10 2, 3, 4 PLANT PIT TO IE (2) TMS THE ►. WIDTH OF THETROOTO$ALL & 12, S. Permeable paving.(5] 5 DETAILS B&D, SHEET 14 TALIBELO6 PARTS BY VOLUME ONSITE SCREENED SOIL 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT • 6. Low-water turf varieties.[5] - 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX 15 GALLON TREES B 2 LBS. IRON SULFATE PER CU. YD. OF MIX 7. Mulch provided in non-ground cover areas.[5] 5 18 (SPECIFICATIONS) _ THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A 8. Soil amcndmcnts.[5] 5 18 t(SPECIFICATIONS) NITROGEN ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE Total Points Claimed: 75 P AIIIH RATE OF 5 LBS. PER 1, 000 SQ. FT. ON A MONTHLY BASIS. WHEN < I 5•+[C -REE PERPENDICULAR TO PREVALL:rG PLANTS HAVE BECOME WELL ESTABLISHED. THE FREQUENCY OF [Minimum Points Required: 60] C•.f•^T .:r:. 2 PACE :ROW-POWER• TABS :N ALAN! FERTILIZER APPLICATIONS CAN BE DECREASE,^ JJ VAINER PRIOR !0•►UAN1:45 VON 8. ALL INSPECTIONS WILL BE MADE BY THE CITY INSPECTOR. THFr IT. IRRIGATION[Point Value] - CP CF STARES CONTRACTOR SHALL REQUEST INSPECTION AT LEAST TWO WORKING DAYS 1. Low gallonage irrigation system.[20] 20 5, 6, 7 z! -A:N 'RUNK (48 HOURS) IN ADVANCE OF THE TIME THE INSPECTION IS REQUIRED. I-- 121 CINCH TIES SPACED 24• APART 2. Automatic controller.[20] 20 5, 6, 7 � SCREWED 9. ALL TREES SHALL BE STAKED AS REFERENCED AND DETAILED ON THE :2' NAIt•UN TO (8') LODGE POLES WITH GAILY. SCREWS WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE 3. Designed to water plants by watering needs.[10] 10 5, 6, 7 7." DIA, LODGE POLE PINE STARES 8' LONG WITH WA M PRESERVATIVE STAIN, 4. Soil moisture sensors.[10] 10 5, 6, 7 15 GAL. TREES: DOUBLE STAKED PER DETAIL. - STAKE A MI N:NUN OF 12• INTO UNDISTURBED APPROVED TREE STAKES SOIL AND AL:GN STUES OUTSIDE ROOT BALL, ,2: PIA SPECIFICATIONS ARKR GUARD IN TLlkF MEAS AND FRONT YARDS. S. Rain sensors.[5] - • PERFORATED PI RE • iILL WITH 10. ALL TREES SHALL BE PLANTED A MINIMUM OF 31-011 FROM CURBS, ill WA,$HED CRUSHED AGGREGA!E SASE FULL HARDSCAPE AND GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE L,NGTN OF PIPE (LOC TE I8• °BON !RUSK) P 6. Wind sensors.[5] PLANTED IN SMALL AREAS SHALL BE CENTERED IN PLANTING AREA. 7. Sensitive to slope factors.[5] -- 11. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR DEEP HOOT OR EQUAL CONTROL PLANTER SIZE AND QUALITY. 8. Reclaimed or recycled water.[5] - >�' ` 22.29-IBP QHEREUAL. REWIRED 00. lumcd: APPROVED EQUAL. Total Points C � -•GAOW POWER' PLANT TAI$ PER 12 . ALL SHRUBS SHALL EQUAL OR SURPASS "HINES NURSERY" STANDARDS 60 - .::.J MANUFACTURER'S RECOMEN SA IDMS IACKFILL MIX PER SPECIFICATIONS FOR SIZE AND QUALITY. [Minimum Points Required: 601 1 -NATIVE-SOIL I TWILE HOOT TALL o ,-TlR � 13 . CITY INSPECTOR SHALL APPROVE PLANT MATERIAL PLACEMENT BY IWIO N TTO If 2 Of Ro0TMLLY1S12' CONTRACTOR PRIOR TO INSTALLATION. • 1 , BELOW THE BOTTOM OF THE ROOT BALL 14 . ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR C MANNER WITH MINIMUM RADIUS OF 3 ' TYPICAL. ROOT CONTROL PLANTER TREES, YOUNG AHO Yr.TUR'L, SHALL PFO'IDE A CLEAR ZONE FREE OF ORANCIiES AHO GROWTH FROII 24" ABOVE THE CURD TO 6'6" ABOVE CURB. SHRUBS A110 GROUIID COVERS SHALL EE SUCH THAT THEIR ULTIMATE GRO14TH HEIGHT HILL NOT EXCEED 24"• DESCRIPTION OF REVISION LATE PPR VE CITY OF RANCHO CUCAMONGA ,R vfi +� .• »� PARCEL MAP 9350 �� '�"`�,o s�. .• .I `,',-. �,.� ,� VICTORIA VINEYARDS SOUTH ,� J R a " ' ( v �s t BASELINE ROAD MEDIANS EQUAL (MILLIKEN AVENUE TO ROCHESTER AVENUE) �- , CLEAR ZONE �,•,�JVA LANDSCAPE SPECIFICATIONS, LEGEND i. ,il' ,•. '' � •'.0 CLEAR ZOITE NOTE: �1 , PREPA_ RED BY: PREPARED FOR: DETAILS 1. ALL SHRUBS TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESSNI c PPROVED BY 40 A DATE OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. "� -�' "; ' `"`-� J' 1�- ITY ENGINEER R.C.E. NO, 0-265 7 ADEQUATE DESIGN I UNACCEPTABLE DESIGN KJM ESIGN ""`� F;E MMt'•N 3LU DESIGN GROUP, INC. RJ PtwPovnNC Ann L&YCOCAPc AIxaRFTsc-ttTSXE LYON pR AW N SHRUB SPACING � PLANTING CLEAR ZONE E DESIGN GROUP, INC. � PLANNING AND LANDSCAPE ARCHITECTURE Jae WILLIAM LYON �OF �.. 27X95 LAS RAMSLAS,SUFTE ISA,MISSION VIEJO.CA.92691(714)592.7510. HECKEC) DRAWING NO. •940 ARCHIBALD SUITE 5 Q RANCHO CUCAMONGA. CALWORN1A 91730 A E: /z 9 / -Z- � SHEET NO.%OFi��r �-� - W_ l I t