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HomeMy WebLinkAboutWest Greenway Park A • ' • ' ' icin *ity • PROPOSED CHAFFEY • ` 1 : REGIONAL PARK RANCHO CLICAMONGA CITY LIMIT t !` ,�. �� CNAF•TY ° COLLEGE • • i r BANYAN ST ` • • %• —�■ 1. •\ �..I (]p > Y \ • • V / - ■ .),/ -:x RASE I INE -RQ r `\ 1 ' PARK E 0 N v L t PL r ML E N, T A s � •c.y'' Y - � PROPOSED FOOTHILL 1 ` i -' ■ • ' ` •� •�� " •vim' . , 19FN ST FREEWAY y, PARK IOCATIO y ��. till 1 rr r I Q / \ BASE l•1E ROAD ` z `Y Zc N7/.?I- �� - ( .�•7 1 zd 'y i1 j.` -t't `F:t� V , , • \ �\\\ \\ W • ,yt�� �r 1 '\ • �� 2 t/ 's`J� t C '" r'� `�/ + ��'. "q'�' �, ;.�' �'?0I yam{`4 "^ • P Fi(� E C T S17 E ,t°i FOPITANA i '� •, ■ � �i, 7 f FOOTNA.I BtVO \ \\\\\ \\\ IQ • B,E a w ` 1 u.� . � -� ! ( O • FOOTMILI BO(A EwRO Malmo XIA 1� ;�y,t y,, ,�� ,fir', - .� FOOTHILL BLVD. ,, ,1W ST may/ �n ,,� ry/n� A10, 11MITE _ PROJECT SITE � L.�, i r�'�' t �•�tt' 'f,��..�+� ��'"�' ��, ` r. r-I t .,•` .� . , W ; ATCMSOM TOPEKA • ;AN TA iF Mi ,• 7 �r • ' ` !F; . ,•.�;�.'�Y r •�, ` {^4-'1 N I • , w f•,C`-�' ',, ''} • �;(,r y�u �, {# +,�'• ,�„ r�•, 1 „4�,,i�. �-r � -,vr. r M ,�: , "�" "�•� J�• . ':k ,� 'r4 \ • Y ,.zi1(yZlJ NWAY Ih .,r.%-� ]y4 t YI l c¢J k N. -� � 4 ♦ '� . �\ �� l(' . ''1�t SAN BERMMO••O AIENIA 4 ' n�i• v k. '.,-< r ' :t� a t � �' \!•��tir� 1 ,�A/. a.` _ f i'�• Vr•.Iv.R/ , 1� ONTARIO / ' • i .�:- 'f �f�.'. f'\', r��'1 � �„^'� "'+ ' � ` ±�v04',� 'ryt,� y «. INTRPORTTIONAL PARK well , \� `\ .�t� qf�i.` _ . ! � � \ R �`./ • y,�� aL1'1� � uY,�a.s �► a V 1 1 �, �• +' \ K1fS r.1�1, �'�' „h ^+ "V``,h ' rT' .`F .Ya. * �` `� K ti'�+r1�'�`�.�4 " '"P .+ ���'^-•• rN�' � r Y k�`�r9r r fir ' ;Yy cRk 3•,yi t`Eti ,. 1 1 ': , � ,, . A STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION APPLY- TO ALL PHASES ES OF CONSTRUCTION ON SITE. NO EXCEPTIONS. f �� i y}.{{� .yr. • T f<< �^�( • .C , " .'. � � ,' f+'v �G✓.�C •��` '4., y'�'�.►�' `��` � A '1 ' 4,Ms ".�:1''' '2L1�,,�.�;1n ;t .-. ;�-� r' � '�� � � {'�+• yl (j ` y► o f i ��� General �otes i r k�•{t!1iiv , jir I�'.Al' .�,�', C F-'�•�(�,•{.�' J�r.lJi:1.L�Y\�' •,;rf r''Ty;� �`• K',`'. i �' 'r. rix '►- � - l . 1�> r�,r •R.,�;I/` n\ . � � L•' ',� i~ �^�,�. .A •�.M• ' � •1. V. 'yI 1 F'n��+��� ! — • [ • `( . � + �,. ✓ y,�. ',Y� • HARDSCAPE 1� Zir'��4;, *•rtL�appy r �� r� ,� V Ui:' xv �/ � I tv 1 . CONTRACTOR TO REVIEW CONSTRUCTION PLANS AND GRADING PLANS THOROUGHLY PRIOR TO BEGINNING WORK . j '.���. c, ` ',� ' µE - •, 2. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT AND CITY PRIOR TO START OF CONSTRUCTION FOR PRE-JOB MEETING. �.'r;,� '".�$�x '��C�' ,� .� !1•t °�'_:. -' � � ��"� ' ALLOW �}•8 HOURS LEAD TIME . .q� r 3 . CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT AND CITY TO REVIEW HARDSCAPE FORMING PRIOR TO POURING. ALLOW LLO HOURS LEAD TIME . 4 . CONTRACTOR SHALL NOT MAKE FIELD CHANGES TO PLANS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND CITY. ANY i ( UNAUTHORIZED CHANGES SHALL BE CORRECTED TO CONFORM TO THE PLANS AT NO ADDITIONAL COST TO THE OWNER . � TERRA VISTA ` ~- ' 5. CONTRACT SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. • CON,TRAC7 ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO . , , tet► 1 6 . CONTRACTOR TO PULL ALL NECESSARY PERMITS NEEDED TO COMPLETE JOB. ` IRRIGATION y� 1 • CONTRACTOR TO MARK ALL VALVE BOXES WITH 2" BURNED INIETTERS INDICATING THE CONTROLLER AND STATION NUMBER, • 2. PAINT ALL EXPOSED CONDUIT WITH OLIVE GREEN PAINT AS DIRECTED BY LANDSCAPE ARCHITECT. PAINT BACKFLOW DEVICE NEAR WALL TO MATCH WALL. _ 3 . FINAL LOCATION OF CONTROLLER TO BE IN PLUMBING CHASE. + 4 . REFER TO GENERAL IRRIGATION NOTES ON IRRIGATION PLAN . PLANTING wis o es r 1 . ALL PLANT MATERIAL IS TO BE SELECTED BY THE LANDSCAPE ARCHITECT AND •CITY. BID HILLGtZP_ST TREE PRICES . 2 . CONTRACTOR. IS TO SPOT ALL PLANT MATERIAL AND HAVE LANDSCAPE ARCHITECT APPROVE THE SPOTTING PRIOR TO THE EXCAVATION OF ANY PLANT PIT . ALLOW 4-b HRS . LEAD TIME . ANY TREE , SHRUB , OR VINE THAT IS / PLANTED WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE MOVED AT THE CONTRACTOR 'S EXPENSE . 3. REMOVE STAKES FROM ALL ESPALIERS AND VINES AND ATTACH TO WALLS, POSTS, ETC . ' a 4 . REFER TO SPECS . FOR SOIL PREP . INFORMATION . , RANCHO CUCAMONGA , CALIFORNIA ; 5. CONTRACTOR TO CONTACT CITY AND LANDSCAPE ARCHITECT FOS FINAL INSPECTION WHEN INSTALLATION IS COMPLFTE, AND A FINAL MAINTENANCE INSPECTION AT THE 30,60, AND 90 DAY MAINTENANCE PERIOD. ALLOW 48 HOURS LEAD TIME. r Shee- .r, W- �' ' ' .$'I Yrn�I�r�, y )ra ,I rb' 4 w,� h +N4 S � d t., .r a, � �i;s�x°"4'r., • L,V >'�.��"�� a `r ' r,^ 1� d:<u,,J . � w, DESCRIPTION NO. DESCRIPTION NO. ; , •d .m 4! "* A,� �a,#r ,r rNY k'KF"rS" r' ,w 'a„ X � SHEET �M 12 SPECIFICATIONS ul — .,a �} ,, PLAN PARK 13 4 ! y q r ^ a ova+y q dc,. v ' ,aV •K ffry' "WI � - R "� 2 _ 14 PLAN TOT r ; r u�^; .��: ,„ :�.r rpt'• a a y, r3 , + a � "� ^�•u . }, t .d r G,w, + 1 'a .,o 'u r'S„ rte•, ;a 6 „'' i d� d�)r•rr,,, Pi?,°w r,, .wa,�'" .,a .,n. "t t 1 ujx& IIA, +h `r,`,t1 f �a ". , .N . r3 , 4. •' ;i � ? ,r�u;'� a 1 �da• a r7 t `` • � 6 "� �� ,p1S I, 44 FA .1 +°ij.tpfi• �.,' i, I fin' •+ a'h .f 4, " r fl:^ .� ',+4I -,�«:.. ,ik rS"+tgrrtr .6 ;!'jr '11 '�r'• r"; , ; }° ,y'e , }"" 4 PLAN 16 . ", ,"tar v ,f d G. y'p�gg,I ,;�✓<r(' �7 i 1+',', .� i, " ,irw' V � �! . LAYOUT k v• � 7 n w� ci M 1' Vic` `'!"art'''t' - 'r'�r`" a' G+ CONS Ruc ON AILS 17 ,t�Y�m ° $i kA ,m �' ° m ', �(��� ,�' f it t 1 � � � � • x t 9 a•;�. � 1 rHARDSCAPE DETA GATM PLAN 19 y a a, w^ ^vm { 3 d. 1 S f Y +fit • w isy I 9 •�, IM 1 '}. �nr.J r . of 4 5 a.. y r ha 1 .Y I i ry r 1' i � v NY � ,r �• f e 7. I � � LLA' •�. 1 Nmj` .M^ N P d niPu P• a 1 ..� 'v'rl ti .�n 'M1. ,•'C A u 4 w� �1 ✓•- ,nr 'r* r *u r r. ..t w✓ti ., tx i dx r o -r+• .va t,>,e r °% t•,•n r urw �ar.. n t ra re y'aµ { !`v tiP.v "'AA C Yh'' !- '?, .r .{' 1 •".,� �" Y r w r ! @ "r •"� r c• rr i w ,y �� � �� ^7xr r r •ar w a, .ttr*; ,i ,,. •r+a'!r'' ws'.`_' qa L,t •sSu,, ro a,r."6, r w p. 'pr•a„•G`*rm.+. .p w %,'+ ^M+"`' „arS., r, e �'`', .a ��"' � "tax ..mw" � .,>: 2 �; �',a�: 'Sa: .,+W•+� ' �m �'.. 20 hY 'I. ✓. 'J H p ,r' hit ,�• '' { G PLAN 21 A. x 10 ELECTMCAL PLAN. 22 a y: !'.na'' a,�� � �,Y•ti 'r:!>v+ � ;r ir�,f 1�g t�a ",�' '�.� :: R •,3 �.` �w. tti' r as .0 ;3 ! :' '�' '' � 4 a,M.,.a, r"t" a ,c .•vt;a �y'm+,k� .�� ;"fir a d,1;t� , .1. i ,r,,�'. r'. 'k. 9r d �" •'r ;t In I . r "kSr ,a^ +7 •� i y Y u n 4 ,t, .ro x ', ci •r "� r' .a 'r � = M l + r rr •tt r, u d r i a P 4 W Y, ah L I J J I n) +M y'Y T de d V%• '"N " J 5 rvf' rf Hid qq 9' iw A Ny � E E r ,r L TRI 11 C AL DETAIL , • 1 C S 'N d' •u'�r 23 ,-, •n ra r 4F. {, t r+r •`+;fir. rr 'r. 1. ,. u; 't a t� ,r, fr• 4 , 'S 4 �r n • m r„ r 6 k d A!. )AJ F 9 F f. ��t A r^ 4" nr p, •t 1 I. I T 14 s F •:r' r v rrC, ,Y, C -� Yui•` '"J• 'fA.m �F,C.A .�' 1 • :k.1 ,,n fY;a. i +fi1V"1,6 ;16 ( • V �t ... - DESdtIP'flo p �vl y s e �� O .KiN►My �--- 1 �/ R TOTAL SO. FOOTAGES: C I ?�� �D1,L01�///V� St/EFT3; TS / 3,4,'71 � � '4 �/D A0 WERE RdFV15ED �R 7RAcr '�"` TURF AREAS : � 191 100 sq, ft. aaaM*� G30 M rr. • r / 3, �Y ARCf•//rfi2RA 0e51gN�P � � - ,; � - q � + � ' SHRUE. AREAS : 4,750 sq. M DCN A-M Ap f•o. , sY OF ®REYIS/OIVS o,�YL.Y . .+aww.,..""°"! iwr ...r 'am+„wn� +s`,.e .,• wr>„+'^i m;. rte'.. •w w ..,.....w.. 'A ,.«.,,,�yrt y.�. a... ..r . -� - • ,,.„,..,,,.Ww •-....w,,,.r,rWrwM+YW�Yiv,•iraw M.ww•vw.w,r+aa+. ,, . .,. ,wr.. .wr„ .ruc...., .+u.,r...www+. .,pn.rtiw,. 11111111111111�., •• r ml.,-._r«tit.,..,,.:,,.,'' ”"r »wirY.�.:," ♦ _«� »w.srr,.«,wr, .,Ra•rmmw,wic,w.++. ...mu .,....r:.� .. ai..•wro..■.w.;:r, • ' ro r- MSHALL 3E PROVIDED BETWEEN ALL SHRUB/GROUND COVER AREAS WALL LEGEND CONSTRUCTM LEGEND CI.ONSTRUCTION NOTES k AND TURF D TURF AREAS. AS. 6" MMA OWSTRIPS SHALL ALSO BE PROVIDED WHERE CITY IN- TAINED AREAS ARE ADJACENT TO PRIVATELY MAINTAINED AREAS. A/C ASPHALTIC CONCRETE UA ��,NITECT -*- 1. ALUMINUM BIKE RACK - BURKE MODEL #BR-43 s'-4" LONG. �•�• w C. J . COLD JOINT AVAILABLE THROUGH OUTERSPACE LANDSCAPE FURNISHINGS Z °' STUCCO OVER 6x8r x16« CONCRETE BLOCKCENTER LINE (619) 459-6994. Y•' ` c ' - . APPROVAL OF THE FINAL SIDEWALK (ORCO "NEW FAWN" TYP.) . CLEARANCE p y LAYOUT SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET PW 2. 6' LONG WOOD BENCH W/BACKREST - LANDSCAPE STRUCTURES 3` 10 ••••.••...•• CONC . CONCRETE Imo✓ FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT WROUGHT IRON FENCE (TYP.) MAEL #106, 6'-0" LONG. AVAILABLE THROUGH HANSOM N CONT. CONTINUOUS ASSOCIATES, INC. (714) 542-5617. c PLANNER PRIOR TO FINAL CONSTRUCTION. DIA. DIAMETER .� p 6 x8 x16 CONCRETE BLOCK (ORCO D . F. DOUGLAS FIR + 3. TRASH RECEPTACLE - QUICK -CRETE PRODUCTS. MODEL A I L "NEW FAWN" TYP.j, EA. EACH LOW PROFILE TOP W/STEEL LINER (714) 737-6240 �► ~d _ ! c E . J . EXPANSION JOINT 4. MIN. 4" THICK X 6' W1 DE CONCRETE SIDEWALK (TYP) •-«--�--- 6'-0" HIGH TEMPOR ARY CHAIN LINK EQ . EQUAL W/MEDIUM BROOM FINISH. COLOR 'RIVERSIDE BUFF' • ' FENCE SEE DETAIL SHT. 5EXIST. EXISTING #C-28. INTEGRAL MIX COLOR AVAILABLE FROM L.M. X51938 = r9SCOFIELD COMPANY (213) 723-5285. SEE DETAIL A SHEET FTG. FOOTING E ALL FENCES 6 WALLS ARE N.I.C. - GALV . GALVANIZED 5. 10'-0" WIDE BIKE PATH 4" THICK NATURAL GRAY CONCRETE !� BY OTHERS, EXCEPT TEMP. CHAIN LINK H. B . HEADER BOARD W/ MED. BROOM FINISH. SEE DETAIL t> 'SHEET r;,, . - i; r FENCES. M: 8 . MACHINE BOLT 6. 121'WIDE NOW CURB AT PLAY AREAS. SEE DETAIL Q .SHEET S - •, MAX . MAXIMUM 7. FITNESS COURSE STATIONS 4" DECOMPOSED GRANITE, COM- }N ` r' MIN . MINIMUM 3 � � ar,�Y PACTED FINISH SURFACE 1" BELOW MOW CURB. SEE DE- TMs ' ' m NAT . NATURAL TAIL C .SHEET 5 . � � • CONTRACTOR NOTE N . I . C . NOT IN CONTRACT B.N . T . . NOT TO SCALE 2-WAV BASKETBALL POST - PATTERSON WILLIAMS j 1536 ► � N. C . 0 N CENTER E R 13-8131 . AVAILABLE AT CAL REC (714) 639-4091. M r. w SEE ENGINEEWS LAYOUT PLAN FOR • P . A. PLANTING AREA 9. FITNESS COURSE LOCATION #2 - MEXICO FORGE LANDS ,; c LOCATIONS OF ALL WALK89 NARDSCAPE• p PROPERTY LINE STRUCTURES 'VITA COURSE' BENCH LEG RAISE SIGN (#837) A, ' AND 'VITA COURSE' BENCH LEG RAISE STRUCTURE (#838). "` ' ' A RADIUS POINT'S. 8HEET8 4 RAD . RADIUS AVAILABLE THROUGH HANSON ASSOCIATES, INC. (714) � 4. •• ac R . S . RE SAWN 542-5617 sGE vETa%L- b, sHrF;T (D R . RISER R . 0. S . ROUGH S 10. FITNESS COURSE LOCATION #3 - MEXICO FORGE LAND r RWD . REDWOOD STRUCTURES 'VITA COURSE' PARALLEL BARS SIGN (#860) •�►9 , g 1 ;A'.rt) ; c AND STRUCTURE (#861). AVAILABLE THROUGH IUINSON • • SHT. SHEET ASSOCIATES, INC. (714) 542-5617.OfTo1L- C, coA-f Co S . L . SCORE LINE 11. FITNESS COU -- x' SQ . SQUARE COURSE LOCATION #4 - MEXICO FORGE LAND � • ) STRUCTURES VITA COURSE PULL UP SIGN (#862) S4S SURFACED FOUR SIDES ,;�•. M e o AND STRUCTURE (#863). AVAILABLE THROUGH HANSOM w w; M bmb • f . STD . STANDARD ASSOCIATES, INC. (714) 542-5617. vv_TA,% - D SaIT•(o �' • r T . F. TOP OF FOOTING � �� IrerU, T . W. TOP OF WALL �• T . TREAD ' TYP . TYPICAL W . I . WROUGHT.' IRON 13. EAST IRON TREE GUARD (STYLE A) TO BE USED W/CAST ?ahIRON TREE GRATE (#R-9000, 180° ROUND). AVAILABLE 5 ¢. �a, ti, e o W .W. M . WOVEN WIRE MESH P.D. BOX 726, NEENAH : � ,.'a�� � U FROM NEENAH FOUNDRY COMPANY, d PENNY NAIL SIZ725-7000 � �� 10 ( ) WISCONSIN 54956 (414) . SEE DETAIL 7 SHEET T� , o (yvw x c 14. LIGHTING STANDARD - DELTA #EZA-1-70HPS � � � • • '�' Orr40, 11 „ C , •♦ 120-PCR-DBE WITH 11" LONG ARM. TO BE MOUNTED r� ��g ` p ON 10' HIGH 4' erlF.C_L SQUARE STRAIGHT POLE DELTA #PSSA-410-DBE. DARK BRONZE FINISH. . r ,tb`l� a vq S s ° w Alb a 1'�F .. •1 PROVIDE PHONE INSTALLATION PER GTE AVAILABLE THROUGH UPLAND LIGHTING COMPANY (714) � 981-2353. SEE DETAIL I. SHEET O MONTECITO . MEADOWCREST REQUIREMENT. COORDINATION OF LOCATION < COURT IN VICINITY OF RESTROOM AREA. 15. 6 TYP. MOW CURB. SEE DETAIL C SHEET " COURT � +` �7q�rvy� `:�'a�'ia &�+��Zm} ��P�, r '�4p� C 1 16. BARBEQUES IRON MTN. FORGE, MODEL #20OX RO- 1 c TATING GRILL. AVAILABLE THROUGH PECK'S PRO- CT - DUCTS (714) 846-4885. SEE DETAIL , SHEET EM ENCY • . 17. PICNIC TABLES - QUICK-CRETE PRODUCTS MODEL .. MAI MANCE TRACT NO 12802 - LST. {714) 730-6240. r l 1 • ' . • Q • ry y �. VEHI ES ACCESSp 18. DRINKING FOUNTAINS - HAWS DRINKING FAUCET M toMrnnr, Mood sono. (213),724-1120. RESTROOM & STORAGE FACILITY - SEE BLOWUP , 19. BASKETBALL COURT PAVING MATERIAL - WESTERN a SEE LEVIAS HONES FOR PLANS DETA F. SHEET SPECIALTY COMPANY, PLAY-Ot, COLORS RED x3231-R3, •.. Z _ _ O S SEE DETAIL ABOVE FOR CONSTRUCTION BIDE #3231-A9, TAN AND WHITE. AVAILABLE THROUGH TQ .'.. SEE BLOWUP ' & SPEC' c, WESTERN SPECIALTY COMPANY (213) 261-3171'.� a�.w I.,4"T Ca k�: C 5 DETAIL Cc 3HEd Co - d • fi I -iD a Z O EXISTING WALLS ! ' O, T • J rl a - _ q , V \\.00 z _ ' \ S flyp� z • S�L�t'IP I�foCK -Z:) >✓ , `' Z G� • _ _ _ __ _ _ _ _ _ TEMP R R. V � -. _ - --. -- - - \-_- - - - - - - - - - - - - - - - - - ' • ' ,`- - - - - - - _ - -- - - - - - - - � 0 A Y CHAIN LINK FENCING ( TO BE q\ o REMOVED WHEN PERIMETER WALLS INSTALLED .vi� CA ` Wav �^ R i i FOR TR. A uj < < < OCw� #►Icy►) �, 5 5 3 ! -• SEE BLOWUP 66 o 9 'DETAIL G SHEET (o �V " 26 It W II I `� PHONE �_ \ ftftmow w TL7' �' SEE SHEET 10 \ ftft � \ o POINT OF 8 ' 2ftft s� T ,� G 1�1 DT v� `f _ M TYP ----- Q' r o �► � 5 I 3 1 1 + � * ,J IC� SEE OWU e. ��+c " I ' IIftft «.. I 1-�`� S• '-- SEE BLOWUP aft c DETAIL H Co ���� ,9, 4G 7ftft �- . o uj I 5 DETAIL 1= SHEET 5 t 3 NOTE :ALL'WA URSE" h GR 5 CKW ENT TO BE TTED N FEL!' PAR 4 LANDSCAPE CTS �`'-`" A I I I 3 f T`I P. ♦ ENTRY �! Q ,� o AL TO ALL CORSE `:/ �'- 4I" 2 SIGN 5 I I 4 S (00'(TYP. 2 PL C•5. = \ � E C�1T1 S ^ 1 Q THIS I110E�) � b� Z o io'-O • SE,,_E, BLOWUP i x \ - a 'DETAIL^ SHEET Ca I " .• _= A \ ` ~ 72'-011 IGI,OM I I I �.11 - .� \ > LL o f /2 COURT Q o ! 2 BASKETBALL I U t. a \ LL n O No 0) its I SEE BLOWUP ft4 \ W w I I r DETAIL Ix SHEET G II 2 • . hoz \\ W OCL . SHEET Z FOR T � STORM DRAB SES O OT LOT I \ \ �•• •s' S '� (� o �$LOWUP b PLAY EQUIPMENT LOCATIONS 5 3 O � � , V � 2 \\ W I Ift. W OLu \\ W • SEE BLOWUP 7 C? \ \ o I (a x DETAIL d SHEEt W TEMPORARY CHAIN LINK II _c W CONSTRUCTION FENCING. . TEMP. CHAIN I I -loft ` C LINK FENCING. ' � r IlIft 11 - 4 ftft aft. • II = _o ftft N TEMP. CHAIN ���� � c I LIN FENCING. . •• � o Q r IR E V I S 1 O N S FOR CITY USE ONLY N I I DATE DESCRIPTION APPROVED INITIAL DATE Z STREET W 0 • , 1 I WATER SEWER • 1'. ® /- O - N qIV n r � GAO ♦ DAMN j aY N ,[ f N TRAFFIC ! C • R FINAL CHECK c I \ R W O • ' FUTURE DEVELOPMENT AS CONST THESE PLANS WERE PREPARED BY: FOR PRIVATE USE c R c / FIRM INITIAL DATE LAND CONCERN DRAWN Lu b CHECKED .. a ,3 r / NOTE: CHAIN LINK FENCE BARRACADE TO c U _ I b / REMAIN AROUND RIP-RAP UNTIL LICENSE NUMBER 1283 FILE TRAIL COMPLETED. t '6 CITY, OF RANCHO CUCAMONGA J C� COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION / PROJECT NAME WEST GREENWAY PARK ry O SHEET TITLES, SKEET I a � ee. w C uy, / � o tiCONSTRUCTION PLAN r / " c -4APP,ROV+>E O APPROvEO : C OL DATE COMMUNITYsjgVICES DATE CITYENWNEEA +, Y �� o«.• SHE1 OF .f 2 ,rr OF 12 17fiAtIVIPIG Na ` ®REV/.Skwi AVLY m mi9. ...,, :,,;per rx.r+r,+::ccr.• ..., .. • . ; .. _.. ,.. .. ,.r._:re..r,..., .. _ .- ..:,..:...; ud:arm..,",.Ilrw...wfluurw.Y.,; ..W...«r-:...a11Y�+YI ,.+rWIrM4.•w , ;a..,...... .�,a»xww�vwriy • • CONSTRUCTION NOTES z A/C ASPHALTIC CONCRETE 1TECT c FIOALL DIMENSIONS TO THE ROUND OR IRREGULAR SHAPESOF ARE C .J . COLD JOINT G PLAY EQUIPMENT CENTER LINE TO THE CENTER POINT. REFER TO THE PLAY EQUIPMENT CLEARANCE o � •' LEGEND FOR CONC . CONCRETE ^- MANUFACTURERS, SIZES, & HEIGHTS. -• 'D CONT. 'CONTINUOUS DIA. DIAMETER • D. F. DOUGLAS FIR ► J ted _ ! y c 1 EA. EACH E . J . EXPANSION JOINT 1� �Oy � � a • ALL PLAY EQUIPMENT IS TO BE INSTALLED PER MANUFACTURERS' m SPECIFICATIONS & DETAILS. EQ . EQUAL �'�1S193S c EXIST. EXISTING • FTG. FOOTING E • DASHED LINE AROUND PLAY EQUIPMENT REPRESENTS THE GALV . GALVANIZED E t SAFETY AREA REQUIRED. - H. B . HEADER BOARD i! • SCORE LINES AREARE TONOCCURINTEGRAL SHOWN ON PLAN. OVERALL M. B . MACHINE BOLT b DESIGN MAX . MAXIMUM CONTRACTOR IS TO REVIEW LOCATIONS WITH LANDSCAPE MIN. MINIMUM m NAT. NATURAL „ M9 «; o ARCHITECT PRIOR TO POURING CONCRETE. N . I . C . NOT IN CONTRACT • SEE 30" SCALE PLAN, SHEET �_ FOR DIMENSIONS OF N.T. S . NOT t0 SCALE _ TOT LOT PERIMETER. O . C . ON CENTER cl% P. A. PLANTING AREA 4 y . .ti p PROPERTY. LINE ; RAD. RADIUS .. I a R . S . RESAWN • R. RISER �, ,► ' H R.O. S . ROUGH SAWN �' V• a 10 RWD. REDWOOD SHT. SHEET ":,► .� G r c S . L . SCORE LINE "�' r `• "; a SQ . SQ UAR E S4S SURFACED FOUR SIDES g STD. STANDARD T. F. TOP OF FOOTING:, •• � T. W. TOP OF WALL T. TREADsk' TYP . TYPICAL' • ` �' ` W . I . WROUGHT IRON '' • W . W.M . WOVEN WIRE MESH • d PENNY (NAIL SIZE ) a w. � k nr�yyr'w a � s v k+N:d•td F: O . y ""W�' :may'�i�. ' �,a��'f ✓. N _ PLAY EQUIP ENT LEGEND s MW , , . I a • , '462 _ o" RESTROOM & STORAGE FACILITI�' t: �' ; ' o to -Co 411, ? -o *NOTE - ALL PLAY EQUIPMENT TO BE INSTALLED � ;' s°° � H • SEE LEWIS HOMES FOR PLANS & SPECIFICATIONS. PER MANUAL SPECS. r � �y•`, q ft ! 1 t r '!ass • • 9+k �� i mew a n �{y '6r _ A. MEXICO FORGE TREE CLIMBER # 619 AVAILABLE THROUGH: �a � *r �P-0 �.�; v � W gni P t� �, H+ �nr ry •' HANSON ASSOCIATES (714) 542-5617 a BASELINE' B. CHALLENGE LADDER # 11-0I-1 I BASELNE, -- Y -- -- — - • �ulL�l� COLOR TO BE STANDARD BLUE rr �� � 1mUY.�C� - - , -• AVAILABLE THROUGH: • .• IRON MTN. FORGE (724) 846-4885 , t C. COIL SPRING ANIMAL (CAST ALUMINUM) - #4140 TURTLE - MEXICO FORGE ajo • - - 2 •, ' • � '. � � ' � � D. COIL SPRING ANIMAL (CAST ALUMINUM) #4150 TIGER MEXICO FORGE w � Ot E. COIL SPRING ANIMAL (CAST ALUMINUM) - #4060 SEAHORSE - MEXICO FORGE Z a A 0 !O " 't T� F. IRON MTN. FORGE PLAYSTRUCTURE - #72-04-1-M 0 • -� p J s � • t� *TUNNEL SLICE #75-31-1 t0 BE CHANGED TO STAINLESS STEEL SLIDE #75-02-1 �,' ` *ARCH CLIMBER #76 11-1-Y TO BE CHANGED TO REDWOOD CLIMBER #76-20-1-Y 44444 Y.f��� LItiIE .� COLOR ON ALL UPRIGHT POSTS AND STRUCTURAL BEAMS TO BE 'RED BARON' � o D 1 Q +xvr� 1.� _' #PFR-400-S9 c �' Ic PLAYSTRUCTURE AVAILABLE THROUGH: ` PECK'S PRODUCTS (714) 846 4885 0 1 ♦ G. 40' ARCH SWING - AVAILABLE FROM LEWIS HOMES H. MEXICO FORGE TREE CLIMBER #620 r _ to B , / \ H ' ' ' d I ,,II AVAILABLE THROUGH: r o lk W _� HANSON ASSOCIATES (114) 542-5617 ' s r TYPICA� EDGE 01 K — I . IRON MTN. FORGE PLAYSTRUCTURE TO INCLUDE: `- p $ENCH \A�' CONCRETE` 0 —� \ . _ / " : a. VINYL CLAD DECKS (4) #73-10-1 W VI L0CAT10N `� ` � 1- 16" HIGH, 1- 32" HIGH, 1- 48" HIGH AND 1-64" HIGH E b. TIRE SWING' #74-01-1 Q it H �Col_O , / \ . ' C. STAINLESS STEEL SLIDE #75-01-1 c. Z o / \ d. TUNNEL SLIDE #75-311 Q ; A S� ` - \ •(YP �s e. SLIDING POLE #75-4111 a o c 1L TYPICAL TRASH \ / > f. ARCH CLIMBER #76-11-1 ,,. J RECEPTACLE = a Q Q ti ° •y L�ATICN I / / g. VINYL CLAD CHAIN NET CLIMBER #76-10-1 Q V o \� / 3 COLOR ON ALL UPRIGHT POSTS AND STRUCTURAL BEAMS t0 BE 'RED BARON' I N• #PFR-400-S9 � >c 0 s / / CD LL PLAYSTRUCTURE AVAILABLE THROUGH: Z U PECK'S PRODUCTS (714) 846-4885 Ll11 C!) W Li cr 11 1 i o GOP \ W ` c ; � 4-ap IZ -o IL \ t� TOT LOT EDGE \ / •` 1 . V / TOT'LOT EDGE p E ® -6 V Z O W. i• 0 � R E V I S 1 O N S FOR CITY USE ONLY y • DATE DESCnIPTION APPnOVED INITIAL DATE a w . (o 1 , STREET v *n � �w WATER SEWER A W - GRD i DRAIN c TRAFFIC n 0 FINAL CHECK R W U • AS CONST. �' �, THESE PLANS WERE PREPARED BY: FOR PRIVATE USE •• • . INITIAL IAL DATE pa 0 ' • � 8S c a • LAND CONCERN a � CHECKED a. ~ •.7. • � .. a W V Zq •• NAME DATE W J W uj LICENSE NUMSEn 3 FILE O N LLj } � o a Ix CITY OF RANCHO CUCAMONGA d o o y COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION T PfiOJECTNAAIE WEST GREENWAY PARK ° Go 4 - SH EET -' o 1 SHEET TITLE c • CONSTRUCTION PLAN c of APPf10VED APPROVED +i V I / DATE 1 . 'CO�NIIt r SERVICES GATE Gtr ENGINEEN OF 12 ' ZQ ' SHEET Z 12 + '' r .. .. ' N ...y� GENERAL NOTES . a BEkH MARK P�4R�EL I;INITECT 1. All work shown hereon shall be done in accordance with the City of Rancho 11. The Soils Engineer shall also be responsible to verify and report that *ENGINEER' S GRADING NOTE: � ' Cucamonga standards and specifications, and Chapter 10 of the Uniform proper compactign has been obtained by subcontractors and agencies EXCAVATION QUANTITIES ARE "RAW" QUANTITIES. IT IS THE RESPONSIBILITY U TEMPoRAR•Y CNAIIV BENCH MARK)NO. 96-B aSy� / v Building Code, latest edition. concerning utility line backfill including, but- not limited to sewers, OF THE GRADING CONTRACTOR TO VERIFY GRADING QUANTITIES PRIOR �`O L/NK FENCE AT THE NWC OF HAVEN AVE. i t �► % v water lines, .electrical, gas and landscape irrigation lines. COMMENCEMENT OF WORK. IF EXCESS DIRT IS ANTICIPATED O$ 'ZF ADDITIONAL 19TH ST. 1 44 W. 4e HAVEN t e f` 2. Prior to the start of grading all existing vegetation and debris, including DIRT IS REQUIRED, CONTACT THE ENGINEER. ;N ANY EVENT, (EXCESS ORFuTum i 83 FT. N. 19TH ST. , SET S J but not limited to existing structures, footings, foundations, rubble, 12. Certificates of final lot grading are to be submitted to the Building SHORTAGE) , CONTACT THE ENGINEER PRIOR TO INC ANY ADJUSTMENTS. • ( � ) NT' DRIVE PIN %41C.S. TAG IN TOP �. o �• trees and root systems shall be removed from the site to the satisfaction and Safety Division prior to final building inspection, AT THE E. END OF A HEAD WALL �d� o s FOR 3-24" CMP--ELEV. 1430.686 x o of the Soils Engineer. > 13. An as-grading plap and certification of compliance with said grading 4 I� 3 After removal of debris, any existing fill or disturbed natural soils plan is to be submitted to the Building and Safety Division prior to 15T. SND AAAGEL a shall be excavated to the satisfaction of the Soils Enlgineer. release of grading bond and prior to final grading inspection. SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR Wgy °0 � � E 4 The exposed soils shall then be inspected by the Soils Engineer, and 14 . See landscape architects plans for slope planting and irrigation rem _ G11A/ICE GONG. o P P P g g CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 'COMPLETE RESPONSI-BILITY SEE any additional over-excavation shall then be made in accordance with quirements. JIC: K- 5VALP c FOR JOB SITE CONDITIONS DURING THE COURSE OF CONST;2UCTION OF THIS PRO- ��'(: the Soils Engineer' s recommendations and as contained in the Soils rdport. The und6rsigned Civil Engineer will be responsible for professional 15JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS -REQUIRE- MENT HIS •REQUIRE- i •' d "x `- . Gi�UNtD ' / MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING % n 5 The d i i i h i d exposed soils shall then be scarified to a minimum depth of 6 inches, inspections in accordance with Section 7014 of the Uniform Building P P HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE brought to proper moisture content and compacted to at least 90% of the Code. �• maximum density, as determined by U. B.C. Standard 70-1 or equivalent OWNER AND THE ENGINEER HARMLESS FROM ANY AND 'ALL LIABILITY, REAL �- OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS b compaction shall be obtained by methods specified by the Soils Engineer. " PROSECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE M " rrcc All rocks greater than 1" in size shall be removed from the 6 of scar- !7 St. Lic. No. C.E. lQ6l i fication. OF THE CWNER OR THE ENGINEER. ON C-G hLT.S. LLEN E T ' CTS C ) 5".'/MAX. � INSTALL TWO �' X� � ��,. , � , ,� ;a�, - SOCKET SE ° r encountered during con- 16. Apply contour grading techniques throughout project. < < CREWS� 90 TO P/G/c • •* 6. If any unforseen sub surface structures are g struction, they shall be immediately brought to the attention of the Soils Engineer before proceeding further. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ' +f Ti1PPE0 /~iN GiEPTN. �,4 •��•' '�� frc�� � C 7 . Protective measures shall be taken by the Contractor so as not to cause 1 - • � • THE EXISTENCE, AND LOCATION OF ANY UNDERGROUND UTILITIES OR - .'� � �, '� �F `�� . ��� �� C any mud, silt or debris to be deposited onto public or adjacent property STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF 3 / ~CL at all times during construction. Any mud or debris on public property , AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE PM. NO. 10295 1BCIST. 12802-G `�\ 2�i 3 ' watering r i n or ���� shall be removed immediately. Dust Shall be controlled by at g NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE �` �. • � trc �' � NO. 2424 CAST IRON o other approved method throughout the grading and building construction CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO It - \� ��\\ PARKWAY GRATE operations. PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES \\ ��� MIT. I10• NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION • n building construction the Contractor shall 8. Prior to the star of any u g OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. G NDN � �`� �•` • o`" "�",' u� � I ,�`;����` ',�� J furnish the Cit with certifications from the Civil Engineer and Soils p >BL1�CK amu'- u y H Engineer that building pad subgrades are within 0 . 10 foot of the approved 1 10� W1pE BI1� PA � plans and that the proper compaction and preparation has been obtained. ��� TEMPORARY CNA/N 5EE .. •i'I: \C I ° !� ¢ �k�� � " ,F; ° i and notifying D Y , . M4 C 10 9. No grading shall commence without obtaining grading permit a } g INK FENCE A = c start Of work. �• .`.�; ,a >ndIre Ea t+ ' grading inspector 24 hours prior to the to 9 P P � � , � , �� a, f ,� E g DEVEL�PME3•IT 21 SI - ` � � � �� � o 10 . Responsibility for grading and inspection shall be assumed by theme \ •\ (SINClt FAMILY I p ; �.� � 1/• MIN. (�+�. NO. 2424 STEEL / �� I�d�M �rcrc�.� ' " u! '�' y � "', , GAL VAN/ZED COVER Engineers of work in accordance with Section 7014 of the Uniform Building TRAFFIC GRATE /Qi��(�y( /RED- WT-15 RED I A , W T.-1 5 ' 1 t '`" �r'� 'ry t�a l�' ,� c (",. O Code. I �•/ �, , �� rcb � EXIST GROUND \ ' � v p o IST GROUND \\�. 2�/� ' 'fir: I ' � w COURT CRSS OU CITO CO MEADOW NTE 5EC I ON B -13 H.Ts) •' y G. 7 TRACT N0. 12802 - 6 u �� a� ,� AT lye //V �v �, "x,� � �� �a° c e �' �"������� � ��'��� � �� �I���; � o Mr v - M O� / + A A • NO. BODY a •- � y1/ 1/ F� WT. 24 1030 z � c _ � /Ms v^LVE 5ECTION A-A (N.T.�) % 39 38 23 �` k /.SEC r -PER 12"-sos +� _ - � � � _ ( /�¢D1 � ��\ \ / 0 ( /2424-LOS FRAME (OPTIONAL) Z - 2ro3. � \ �• 263 2� � � �•c / � � � - �� -J = EX157"8"KcP. 5 {KEiP / E• G ' • /rU�/, 33 33 ~ a = �iC qwG. g�-ssp-5- 63i � •� p EX/ST 20 !•�/OE /� 0/ , �� ,C3 j '; • 'o ��••., �j � ��r � O�� _ Z = 5',yT s��/3 ;• ((off SEWER EAs�/ .vr 2�6 6 j y'' EX�sE Fes, '$. •,. (� �J J Tpq r 11166 ••••.• :.. ........ «' - •••• •••• PROPOSED TRACT NO. 13298 s smar 23 23 r 'O` Z_ �r.r - �. �.. T ;. /tG! _ t /�`<7J /t �!!/�jo o STRL+ Q z U �_• '"s �•I --,��- 'F'9 P d �# , ? .+ \ �a f./`-' ` C �i .• �!' 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MO. FOR QET�/L !� - a�, ' A .1 o e2 P A b �,.r i I '&,'moi \ -_ CO) Q c e�fvhj 8w Fr s ��1m0 �' o �,6 I F I I '�/�`' �.0 2 , /A u - 9 4 10 OW6 LL � • � (/Zs� - � o_ �...��•. ie�Ig �b J �� \ ,• � � I F _ � •4��� ,- �`'�' OHO \ • � �' Q (n I a IV s Cc m¢2. _ y �\ _ �• �lSf I 8/ `� --t w Q o 4W l TF t �a '• O �� Fc. Z � j W �? ✓ �. �/ ! E` �/� •►41L1 O c Fe-R M AXV!5CX� C�1t�S rof4' C' �(D .S'E'E' SHEETS' , �� '�,�.'� � ; , I e ..� • • gyp. 'Py ic Lu b -- _ e CONSTRUCTION NOTES & QUANTITY ESTIMATES �rce -�. _ . aCL ��� 530 � - _ � / i • : �/� �- /rV5'TALL 2¢ 5�.4�PED PIPE-Cr4ST CD/L(C/PETE C;47ell A-45'131 rI CAC// f'EiC ,�PGYJiE�S �iPDOUCTS' /�l/C. �/lo: .� ?��•� /��iG� 2}�2� `'• � ---'- - .. 2/7��(/2�°) •` `�` �i TiP/9FF/C TiP•4�FyC GiP,g7 CATCH �i4S/�(/ JD ,c'lE /�l•�/F/EO \ ' `�� x : CyP.4f�°.�GZ�I> E�X/.4L. - 2 a xc.P ,grooJ .oeA/rt/ _%4 L.F �'''• •• ► K�' �s/� .j ; Itow a---CGLVST. 741A1e71ZW 5'7.�L'/CTLIPE' fl � C/Ty ST17 � Ab. 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NEADE K PES C/TY oTo. -LA A/ N0. �5 z4 /40 4.F. /NG' 6�E'AGier' f EG EX�� / `r I I TRAFFIC IA N -.� 1 , O FINAL CHECK � �� // ANC/F1L• iWGCc2W AS CONST ; 52 • R w o = ALL MANNoLES G1R CLEAA10UTS SET FGOi✓ L/NE / ,� s � 1� AT /2 BELOW /-/NMY GRADE 4 St ^0V I ,t� .. Z 3 !� J VER/f'Y LOCAT/CYV PVITAI C/TY GIV �/137� EX/.$T G�4rt/Ttx/IQ E,/� ,/ FUTURE DE�OPMENT THESE PIANS WERE PREPARED BY: FOR PRIVATE USE ; o AS 4W/4 7' G eAW//SGS BE/r4ee GnN-R/Mi. -.-- -+-- CWA1(/.4(9E S 41-6- /�Vli / AW40-S. Q� / FIRM k? Q 1f\��1 : -'`�--�' ' INITIAL DATE •� 1�PY/iI0 1 .- -.----•-- LZ�YL/Gf/T L/yE `` DRAWN II LAND CONCERN .. , -Y �-� � I CHECKED � .• \ � • //t/1/ /M45RT ELEVArleAl Ilion V Z •• N G NS 1283 FIDE �,.� •• � x ----r26d oo o G�i✓TGY/�P -Z P4 c�fG4iy Li.✓�� � LICENSE NUMBER ` N . o •� CITY F � < � � $ O RANCHO CUCAMONGA TEMPoRARr 0YA N LINK /rENCE EARTHWORK QUANTITIES s s �O s COMMUNITY SERVICES DEPARTMENT: A ,y •. ; t•. ,• }• Q / �'•\� PARKS DIVISION =; PROJECT E EST n` dD 2 cvT s2cro �' Y �/E'csw� W GREEN W AY PARK �!= aeAVE� s' ,o �, SHEET o . • �RFORATED C e-)0.01 + �/ p ql /� 300 Gr./. SHEET TITLE J a PREPARED MI THE OFFICE OF .� �s "Ass-�,� _ ` ti's s '� � � �^ . �Nc. GRADING PLAN _ 1� _ / MW U ® EJ5/NEE1` S NOTE �� �'•�Is+ �U�� ¢ 't Of SAN BERNARDINO COUNTY APPROVID APPROVED cg i /2 l/wq ALL /NFORxfAT/ON 6No N ,BEH N,D C/TY R.�i/. /s Nor � t 5 CONWLTING cnnL ENGINEERING 0 ��. A 10AJ(T OF APl0ISOI f'L CA/ TN/S /01-A N. SE& C/V/L l � � LAJ�10 PUWNINO OATE Tr � � / t � 'COTr�LN+I S�jVICES GATE CITYEN►.INEE11 ,4 � PER EAI INFERS OFFS/TL GRAD11%16 PLAINS FOR 7u4T M6 N. Mountain An,swa toy / tIPLJ1ND.CJWFOPWIA si1TA6 SKET 3` OF 1 Z OF 2 KEY MAP 2 �0/eA7E0 DRAIN �/PE GIETA/L � of �� - NO SCALE �JJ N. T. S. AREA, I R14sMi2MY • ® IREY/S/ONS ON/-Y nnnrrc r�o ' _ ✓� A!Y-mos t 1 I d s ' ITECT U m % U o pp V 4J p ! m 1' •, � '�o� �` ,,tip a SIM% E • o co b � • 1 �,a6+J, m a � ,• y •Ir g pw, C • ` • - y O a w . • �' f Cyt . �'.i ;4'a� ��'�., ' r C(IRlYE AAI 4 brE.9R/NG X1474- Cc 101 7 A 40 24/2 7// / O - Q 3 90 30 00 •• r�` „ o g • �kn � A6 f a"', ^"icy J ® .5° 00/3/0// 26304' 2,9001 //5// a. ,. a � • O @<. c / 20 DO/ 24 9/ /2 /3/ a �; �� 0 0 2°-46 /4/// ,q3Q 00/ /lo. DO/ B o0i xg ;' a }. oµ Vin'. v \ //°00/30// 270.DO/ -518(61 ".021 HO 76. 83/ 39.70/ J O • Q 0/'0/0/27// /3500/ 2771 1981 oEly'3. ay ° a ki� m u, w � #" at w� � .• • • � `wa �i1d'"I d'� r '�d+�4,�, `� a`✓aa� I�i`�q ,SdaxG C O 32°f5/Plo// /3500/ 77/6/ 39. �oB/ � � � e O MONTECITO MEADOWCREST o � � '� wr c tl O/°27//B// loge. 00/ /6. 00/ 8 00/ ,° �". '� ,'�. "w � oCOUR °44/3T// /5392/ 3/55/ /25.8235 T COURT 24° /49/i /35OD/ 57lO h E • NBT'/D/2211413 Q 97/ • 1 TRACT NO. 12802 _ 22°0000„ , ro4 2�0 24 (0 7 /249 " � i c //°5&//7// 270 OD 56.Zoo/ 2B 23/ cx a,, ? ,. ,.;.. «�,• ; cel ® 10 03(315811 390 DO/ 7249/ 36.95/ 20°O//5 /2000/ 4/ 96/ 21191 o O ` 0 V Iv % •• • ii ' 37 3 93 1 3500 7s s/ 39.o2/s r o % •I •, a i _ _ �� •. e s r OO = I ><., • ` • mass PROPOSED TRACT NO. 13298 a p3 5 Q �•/G.AO/ R o$ ��/'vs/eaD' � _ _-_ _ __ — -+ — - - _ — � � l \ • � `�I M I 7i�0' � -- • T cc o r0 Z _ _ _ r I o RFFT Z O �� �S�/I�A' ��r.Y) yr 1 � � • • O h ~ {/OQ 5 , _r •---------------- , N / lop J :� ,' L O r. /O I I •+ N W JUL Oft 0 r3 „• c r o , 1 ,� : U) ^. ± '�• DIII 4 S � �Q � � • r _ :o,,_„� � • _ -' 4 { �I=,�7•/8 D'��'iea/IO,Ct�' i 1 T � ' jot � / I k • moo. !• O 3 - •- • � _ I ESR T r I _. - 101 U PTi c '� I pa "p� z ` •i ' Q o 2p c Z, PLAY AREA o I N. 4$ s �� . 8= i a' O uCc D / p ` 79i s.o0- ­v. I G K Q Q O 101, .i?' / � 1 � •• C f'",• �� � Q \ I�1 fog � O 7 '�s - H a `• U_ a k~ Ic w Al X22 +oma �- _ 70'r=s1g3' moo LLI ti '� Zar W . E p� C eh I— W O ..J C, � ilk c �� t� Lli ( = o o. I ° �i46"E LZ ftftOft '� ,• — y oa ' d� •. I 2 IrOWN W o • �+ - Bio�, � D � �o' ,,, ,,�... o 10 R E V I S 1 O N S FOR CITY uSE ONLY IiGGGG DATE DESCRIPTION APPROVED INITIAL DATEFess • (/O I STREET W jig ZR WATER SEWER 1 ✓ II • LgIIIGRD 1 DRAIN i (� (� n' L w7 11 q�� TRAFFIC U) » •RRRJ1 fV_ ` F c FINAL CHECK 4 m Rw AS CONST ,a •Yj- Ji 1 Y a� FUTURE DEVELOPMENT .. � THESE PLANSWERE PREPAREDBY: FOR PRIVATE uSE v • ti FIRM LAND INITIAL DATE O c • , � � CONCERN DRAWN CHECKED �- •• � a UOr .•� o / Z LICENSENutiIBER1 283 FILE O rA IW Q U16 • t E•• CITY OF RANCHO • CUCAMONGA o o aSO COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION x A PROJECT II w NoscAP WEST GREENWAY PARK • �� w F SHEET // !v� • 1116RU11IIV q�C SHEET TITLE �d PREPARED IN THE OFFICE OF -� LAYOUT PLAN o MUM AND ASSOCIATES, INC. • v� -4 N SAN BEI NAIiDINO MINIM C APPROv�O APPROVED Z° V a CONSULTING CML ENGINEERING ' I' AND LAND PLANNING l 1'ZO- • • • —G , DATE 'COmMUNITY SAVICES DATE CITY EwwEEA641 Mountain An, o I .I r J}�� on. fo�'1►�. UPLAND CAUUFORNIA!1758 SHEET 4 pF 2 OF12 IVOFCAt� PHONE V"646.290 .' • t� RAY/3/ONS ONLY µ f)RAVANG NO. - .. - 0 6• CONCRETE CURB #4 REBAR CONTINUOUS AT TOP R BOTTOM FOR LOCATIONS DECOMPOSED GRANITE ' MIN. 3;" IIIK. CONCRETE , 1OR Z 1/2• BULLNOSE EDGES ITP. OF GRAINS SEE V BULLNOSE TYPICAL,- " • NOTES: :' FINISH GRACE SHEET 3 • PLANTING AREA Go _ _ _ CONCRETE MOW CURB W/ •EKE PATH TO BE CONSTRUCTED FINISH ANu COLOR SEE PLAN T ��� �� OF NATURAL GRAY � 1 SMOOTH TROWEL FINISH • CONCRETE W/ MED. BROOM FINISH�� 1/2" DIA. BULLNOSE EDGE 40 MIN�4" THICK INTEGRAL FINISH GRADE CONTRO 1• COLORED CONCRETE. -COLOR ' �. TO BE L.M. SCOFIELD / C-23 12• CLEAN SAND FILL ,; » • L JOINTS (SCORELINES 1 DEPTH <i f; N "RIVERSIDE BUFF• W/ LIGHT ; 1/?� BULLNOSE TYPICAL SHALL BE CONSTRUCTED AT 10' INTERVALS. - I' RETARDANT FINISH. 2Z MIN. SLOPE F:, • EXPANSION JOINTS ARE TO BE CONSTRUCTED ' • 12• BANGS TO RECEIVE LIGHT SOIL SUBGRADE TO GRAIN LINES FINISH GRADE .-- ^' EVERY 30' (NO QUICK JOINTS) Z a '• o -: BROOM FINISH. � "'`; _ OL 10 _ "s; ; 1/2" BULLNOSE, N - :�" TYPICAL 1 s • ` .� •• -� . . = t •— . • ♦ — a `''i �� V. I •..•Z •� ~•• ' .�• ' `, I�I) ILII -�--2X FINISH GRADE •49 • .s' ... - 04 REBAR CONTINUOUS • - — — __ — ,• . ' ' �r o - • 2X zY _ `� ;� � f, "'� �� Ili=- li = 1�1- '• '��9 : ' •.i�'7 .. `°ilk CO ', _ • IF' RE 1 — I I_ _� l I I — < �I� I �����- ice 90 COMPACTEDSUBGRADE , .r r _ I - i o I • �• I I �I » 6" 11111111 I ill = - 1111 PRIOR TO POUR ;� r SATURATED i COMPACT E TO !OZ �• * �° 90% COMPACTED C SUBGRAO wp • ; fi *PET $UB-GRADE SUB-GRADE.TED COMPACTED EXTENDED COLLAR AT PERI(IETER PRIOR TO POUR �� , �: , 4" ANS-BOR 35 PERFORATED ORAtN PIPE s`gg'•r �� � y r ' /3 REBAR CONTINUOUS ' /4 REBAR AT 24" aG. NILLIPS FIBER - SUPAC /4lIP_ SATURATE AND COMPACT SUBGRADE I W/12. OVERLAP FOLD •� • • • " • TO 90Z PRIOR TO POURING F r 1 USS 2 AGGREGATE FITNESS COURSE CONC■ CURBAT •r mwr' w PLANTiNC; AREA TOT LOT EDGEMOW CURB BIKE PATH EDGE J NOTE: I TREE GRATE AND GUARD IS TO 110 LONG ARMw` " 4- THICK " x�/'I BE PAINTED W/ 1 COAT RUSTIK (4) 1• X 16• FINISH TO Tom' u` �° • ��� �`" _ RED PRIMER" AND 2 COATS LO- STOCK TREE GUARD (STYLE A, Bolls ADJACENT LUSTER BLACK ENAMEL" PRIOR 4'-0" HT. , TO FIT 14" DIA. ' BBQ UNIT - IRON MOUNTAIN (� �► "-` TO DELIVERY OPENING a c CONCRETE To 70 WATT HIGH PREsssuRE SODIUM � � � � PICNIC TABLE 'BB = , , ��, ., • .. �. ��,� �, � BEMDNOLITHIC LUMINAIRE. 120V INTEGRAL BALLAST. ° FORGE # 200-X � vgry «• f " ' ,, t o AVAILABLE FROM: _ �I SIDEWALK.WITH BRONZE FINISH. INSTALL PER MANUFACTURERS . 725-7000 DELTA -08E • SPECS 5 r�� .• �I c NEENAH FOUNDRY CO. IEIA-1-70 MPS 120-PCR (414) � • ,+ 450 10 FT. HIGH 4 ALUMINUM SQUARE PO SUN SHELTER W • ' ' • I v STRAIGHT POLE DARK BRONZE FINISH. / I I I!31 NOTES: c ' DELTA IPSSA 410-OB SUN SHELTER AVAILAB LAY BOARD. INSTALL i FINISH SURFACE • 4" THICK INTEGRAL E FROM: R MANUFACTURER'S _ • • INSTALL IRON MT. FORGE "'` ' ' 1' � ;�� !r E . 4" a4": 1 i' • • .�e�f 1,a;of �, rrG COLORED CONC. RIVERSIDE MIRACLE RECREAT N SPECIFICATIONS #2004 BBQ PER DETAIL �7 ,d ,a ^r �tp, ,,.. -• ' BUFF #C-28 PH. 460-4624I SHEET «c 1 •. # 61 9 IO AVAILABLE FROM: ""-" ( ) INSTALL OUICK-CRETE , h � PLAN VEIN I SH G O m4Mw 4r k �v f pg 1 c L.M. SCOFIELD CO. 1 i FIN RADE _� , • # LBT PICNIC TABLE �`ti ' " � r " ;. � r � � BOLT COVER •-a (213) 723-5285 ' I PER NUFAC. SPECS. V TYP. FINISH GRADE 1 1 '� • . • � f. �� w, c PAVING IS TO RECEIVE A Tr QUICK-CRETE MODEL_ ' INS A-LOW PROFILE LE TOP W TEEL '' `"�' `' � LIP 11 MEDIUM BROOM FINISH NUT WASHERS cam• WALK .R I I ',; - / k^ � 2' LIP I 1 . ` LIVER TRASH CONTAINER"PER is ' ' 1 , MANUFAC. SPECS. a l' •-- - COMPACT SUBGRAOE TO Y j ' - I TRASH '" I I 9,0% REL. COMPACTION. 1 iI /1 I ,'- COMPACTED SUBGRADE �F: I ;'. i CONCRETE FOOTING 50 CL1=AR - DO NOT COMPACT REE + — _ �, 1 I I T 'ANCHOR BOLTS SWILL EACH ,.,le3 1 4 CONDUIT TO PULL-BOX •36• DEPTH N WELL. _ � HAVE TOP S BOTTOM NUTS I � '=� . 6x6/10x10 CAST IRON TREE GRATE #R-9000, AND WASHERS INSTALLED _, (4)-1"# x 15" ANCHOR BOLTS E.W.W.M. 1800 ROUND. AVAILABLE fROM: _ I 11 a �,r= v :o!• ' + ;�; COMPACTED SUBGRADE -� 18• PROVIDE (B)- 1/2• VERT. REWS i I = NOTE: CONSTRUCT 4" THICK, NAT. GRAY CONCRETE NEENAH FOUNDRY CO. ELEVATION 3/8" HORIZONTAL TIES ' R 14" DIA. CONCRET TING �; 18 � SLAB W/MED. BROOM FINISH OVER 90% COMPACTED SUB-BASE PER SOILS ENGINEER'S RECOMMENDATIONS. of; rt WITH TOP SLOPED ,� q�,TREE WELL � LIGHTING STANBARB �. KIBBC DETAIL., � PICNIC MODULE , d SEMI-ROUND MALLEABLE CAST W •• » 24 » PLASTIC CAP � 1-1/4"NOMINAL TDP RAIL '„ �� 1/2" FELT EXPANSION JOINT : `c BEND VERTICAL REBAR r o 1-1/t»POSTS • 30'O.C.SCH.40 PIPE N� 1 I/2" DIA. GAL V. PIPE 18" INTO SIDEWALK O N 3/4" LIP PAINTED TO MATCH TREE {� BURY IM GRADE TO 2'-0* NIN ., , �; I #4 HORIZONTAL �. ! GAUGE.2"GALV.STEEL MESH 1 8 �p s H OvERIT RAIL. ATTACH FABRIHALL NOT EXTEW CTOSHINER you ? s • REBARS CORTINUOUS a 3-1/2 DIA HOLES TUBED DRILLED @ TOP & BOTTOM 4 4 4 4 4 E ♦ R CONCRETE BAND W/ POSTS i RAILS ON PLAYING FIELD , » o THROUGH PIPE AT 24. O.C. 6 1/2" BULLNOSE. SLOE ONLY.UNLESS OTHERWISE NOTED. 14 R•2O» ` W/ SPRING LOADED *WONDER TIES" 0 AS PER DIMENSHION OF LA #4 VERTICAL REBAR o � - FINISH GRADE. `'' }} �� � . -y 71/2" TREEGUARD W/ uu ,y• TENSION WIRE(7GA.)• , • 1 ur" � sN (1)f3 REBAR (CONT.) ' ,. �� o' TREE :` z k GRATE - _ — — _ ' c GROPOWE TABLETS-TO BE ADDED •t'-6•><12roIA.CONC.FDOTING � _ si TURF �' s w ;` PER MF RECOMMENDATIONS �o t' SATURATE AND COMPACT IP _ _ _ NOTE. a ots1HE$E DIMENSHI N SEE DETAIL D FOR `' : ► • 0 S TO MATCH EX STING '" " �' SUB-GRADE TO 90% I . OR, PROPOSED IN , u l'I� 111u OTHER INFORMATION 5 3 PRIOR TO POUR. " • CONFORMANCE WITH CITY STD'S. 302 � 303 $ 1 COMPACT SUBGRADE TO l =11111=�A11 cQ W 1 1• . T .i., RO% REL. COMPACTION. SAND "' "• o C 1 - DO NOT COMPACT TREE 1ti �' A WELL. 1. WINUM LENGTH OF INSTALLATION SHALL BE 2S..FEET FOR FIRE ACCESS LANES. • PREPARED BACKFILL SEE SPEC ILII = —11u1 c ' `� y • _ y !. THE LENGTH OF TRANSITION FROM NORMAL CURB TO ACCESS CURB SHALL BE 4 FEET. t' _ • cv W MG + S. WEAKENED PLANE JOINTS SWILL BE CONSTRUCTED NOT MORE THAN,10_FEET APART. Yj I1 ( 1 r. l. Q c, • "' E 3 4. ALL CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION l 1/2. OU. a"` ' r QALV. PIPE Illil�- —11111 z o TEMPORARY , ' OF THE STD. SPECS. FOR PUBLIC WORKS CONST.UNLESS OTHERWISE INOICATEO. 2x DIA. of ' B. PLACE 3/4• DOWEL PINS AT All EXPANSION JOINTS WHEN FLOW LINE GRADEof M O E iPR I NG LOADED 12" s AVit LESS tNAN 0.401. T L "" WONDER TIES' �` C.HAIN L K' ' 4 ' '• TREE TRUNK � c lo- CC m TREE GUARD s n � Q �T � v FENCEIMITED _ U n -� ACCESS CURB � � EDGE. a OF KN O Milli! > 0 Ml • �' Q i t W v r .:� _ Z MOTE: _ o r 1/2" TOOLED SCORELINE 3/4" DEEP LETTER = CONTRACTOR TO REFER TO CITY OF RANCHO CUCA1gNCd COMMUNITY SERVICES BEND VERTICAL REBAR REVEALS '� DEPT. FOR APPROVED CONC. TEXTURE FORM LINER. W u� 18" INTO' SIDEWALK .E h' i4 HORIZONTAL a �• .. '� � o • 04 HO CONTINUOUS s p REVEAL AND LETTERS RECESSED BACK 3/4 . SURFACE PAINTED GREEN AILD LLJ i. c ' 2" X 3/4" REVEAL • COATED W/REFLECTIVE GLASS BEAD. V J `., • . v o BACKGROUND PAINTE BEIGE (SEE SPECS) , „ � • r • •cY 10" RADIUS s v VERIFY PARKSNAIIE IDR TO STR TION ! FINISH GRADE Ob .. N Z• 7• 12• B• o . ' u . W 0 IIAME OF PARK — I 0 CONC. FOOTING AS ENGINEERED 1 I . r 0 0 =h111 co 24 By SIGN CONTRACTOR CITY OF RANCHO CUCAMONGA I I " DECOMPOSED GRAN I TE I 90% COMPACTED SUB . PARK o I � a � PARK IDENTIFICATIONIDENTIFICATIOli • .� �� - F xi 1SIGNSIGN d""" a�K'r •�11. � O R E V I S I O N S FOn CITY USE OPILY / u4 INITIAL DAT GATE CIESCRIPTK]r1 � APPfiOVED E STREET r WATER SEWER w ®_ GRD i DRA•II • inAFFIC C FINAL •s a • RW AS CONST. CHECK c THESE PLANS WERE PREPARED BY; FOR PRIVATE USE •• w • INITIAL DATE N c WW LAND CONCERN , DRAWN W H rc _ CHECKED :.I • Y4 • / NAME DATE F q W •• • .. Z .� LICENSE�nJM9EIi FILE `� • c� .. I CITY OF CH ONGA E `y $ RANCHO CUCAM COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION a PFK)JECT NAME WEST �GREENWAY PARKS `" SHEET A SHEET TITLE '' S T b '� CONSTRUCTION DETAILS J �' f: y a. ®Q r APPnOVED APPRvIrEo , c a i O 11-20-87 Q. o DATE CpYMJNif v SERVICES DATE GIIIENGMIEER a ♦ c o- w. SHEET OF L1 2 OF 12 Z DFtAIMNG NO. t ' f , �y ITECT o oY CAP ser.+. r �++`� yKLQ U • w/w..h«. t F. D+ CM Bww w/MLNNr F / • Z �� 0 Q dy T O d �� t�.Q/•,ia+`b M.•1 Hwy �. YiM ate•••s���. . l � '` CLAw 1 • Oj 01 JJ t �..N1aM Bw/.•• • E f a•, t ELEVATION ELEVATION ELEVATION c. w1110000 LIMITS OF NATURAL AND COLOR CONCRETE TREATMENTd +r a 1�rti. T' _ N ,N r COORDINATED WITH SHEET 1�1 2 10 O Cv ou �I1 A-D'- }- 661 EO. to a► r+ u-10 Ci LIMIT OF SURFACE COLOR D I >< r--- 2"WIDE WHITE ;$ '► "► �. � - �AQUER LINES �' .` ` y ; a W a ,' 3 o'er TYP. a� 1 1 L ' ) —� EXPANSION JOINT (TVP. ) . ,� � �� ��� � �r �` o PROVIDE #3 DOWELS, ,• t -- • 12" LONG @ 24" O.C. " ?' W T ' BETWEEN CONCRETE W POURS. �� . •'�-'-4 � � BLUE (TYP. ) ;3231-A9 ( ��• • fi' nt a• c c _ _ :l: - TAN TYP 7 I � 1,1 SIGN .. •��� ��• �� `� °� � � •° 951 CAI w —DARK REO TYP. 12 PLACES •• #3231-R3 • 1 ; ' • ALL PAINT AVAILABLE FROM: """. �R J ' N l o .. .. > , PROVIDE N3 DOWELS, WESTERN SPECIALTY COMPANY ':, a ;^ • .. ,' 12" LONG @ U " O.C. 1 BETWEEN CONCRETE POURS. (213) 261-3171 NOTE: SURFACING COLOR / P EXPANSION �lOINT WHERE COURT JOINS SHALL MATCH ' ON' ADJACENT SLAB. COLOR AS MANUFACTURED - EXPANSION JOINT (TYP. ) �' �b�'`�;'r�a�i a ;,' f�� ` : �'`�����? > �� •,�. �� � • BY WESTERN SPECIALTY CO. • CONTRACTOR TO PROVIDE COURT SLAB PER DETAIL TOGETHER j " "` "U : �l'/•-� SEE SPECIFICATIONS 218-261-3171 WITH SURFACING STRIPING ALL NECESSARY EQUIPMENT AND CLEAN-UP. ALL WORK TO BE PERFORMED IN ACCORDANCE �k n �5^ C r � " r� � WITH ALL APPLICABLE CODES o 0 ES AND ORDINANCES. PULL UP PARALLEL BARS B �� ° � BENCH LEG RAISE A COURT 5 SCALE. �/8 ,:-o � STRIPING SCALE: �/s' . �:—o' - . � '�'� BASKETBALL • SCALE: 1/8 1:-O r • NOT TO SCALA ; 1 V/ x Z O O tr � • Cn , _ NOTE: ALL CONCRETE IN NODE AREA 2 TO BE MIN. •6" � w 5 THICK CONC. W/ 6 x 6 x 10 x 10 E.W•W.M. !V < -� • � . . � 1y aBOI`LARDS (®) TO BE TIMBERFORM # 2503 • a ► 12" x 12" TIMER BOLLARD WITH REMOVA- BLE/LOCKING OPTION. ALL OTHER BOLLARDS . b - (0)TO.BE TIMBERFORM STANDARD MODEL , , ♦ I a ````,�, .�•,` o 2503. ALL ARS TO BE 3'-0" HIGH. Z � •_o' 1 '� � � �� --0 FIRE ACCESS SIGN un h Q .L Z o r7 E ♦ a 1 T o17'-ol •c� Q O c a � Q 17-0o • V • Co Q r1 a LL• ; ..t t 4' 4o ib Lu o O • , 3 ,/ * 4 4 O • _ 5-0 F— LTJ � a ' t+ -0 MIN. 4 THICK CONCR T _ p ; ---• E E SIDEYALK (TYP) ,O 0 8" WIDE CONC. BANDS W/SMOOTH TROWEL FINISH. 10 _ M/MEDIUM BROOM FINISH. COLOR 'RtYIRSlDC BUFF' . � � -� o Lu Cn IC-28. INTEGRAL MIX COLOR AVAILABLE FROM L.M. + INTEGRAL COLOR TO MATCH r' SCOFIELD COMPANY (213) 1'13-5265. 1s�br W o ADJACENT CONCRETE. c • ' _ t�•+.J ta'►WeE To L3E b 1 D W,/��ct�'}1 - 0 —� NLN. V NICK CONCRFiE SlUFNAtK (TYP) `TROWr-L FIIIJI�iH t• or Eco- ' �° • . 5 ! M/MEDIUM BROOM FINISH, COFOR 'RIV(RSIDE BUFF' • ` T IC-28. INTEGRAL N111 MON AVAIL Mt F FRp1 l M. s � • -SOOFICLO COMPANY (713)p 1/l-S7i15 1 M 1 d 1Z+ ' �nb b• TO e b'' W o� - -o V/ W G �I� �� 1 + ?. y '� MIN. 4" THICK CONCRETE SIDEWALK (TYP) r W/MEDIUM BROOM FINISH. COLOR 'RIVLRSIDE BUFF' IC-28. INTEGRAL MIX COLOR AVAILABLE FROM L.M. y SCOFIELD COMPANY (213) 123-5265. 41 19 Ic •' SCORE LINES ARE AN INTEGRAL PART OF THE OVERALL " DESIGN AND ARE TO OCCUR AS SHOWN ON PLAN • • 44'-0• _ H • I CONTRACTOR IS TO REVIEW LOCATIONS WITH LANDSCAPE • t ` Q 0 ARCHITECT PRIOR TO PUURING ' CONCRETE . uj +^ W 0 0 SCORE LINES ARE AN INTEGRAL PART OF THE OVERALLt DESIGN AND ARE TO OCCUR AS SHOWN ON PLAN. � C o CONTRACTOR IS TO REVIEW LOCATIONS WITH LANDSCAPE ' • - � ., • SCORE LINES ARE AN INTEGRAL PART OF THE OVERALL - ;` � � r — � _'' NODE AREA 2 DESIGN AND ARE TO OCCUR AS SHOWN DN PLAN ARCHITECT PRIOk TO POURING CONCRETE. �— NODE AREA 1 CONTRACTOR IS TO REVIEW LOCATIONS WITH LANDSCAPE SCALE: 1/8 t:- � CENTRAL PLAZA AREA w = °' 0 / w w ARCHITECT PRIOR TO POURING CONCRETE . • SCALE: t/8 t:-0 1 SCALE: 20'-0' uj R E V I S 1 O' N S Fon CI T Y USE ONLY = T r DATE DESC(i1PTION APPROVED INITIAL OAT V/ c STREET ' • `. wATEn SEwEn I ` _� • GRO l DRAW v inAmc FINAL CHECK Rw r As coNst. Z V' W c 3 W (~— T W .. CL H ,• Z THESE PLANS WERE PREPARED BY: FOR PRIVATE USE •= Z a W uj _ ' MATIAL DATE '� 3 '7 LIJ LAND CONCERN ¢ < ` c./+ECKED d NAME DATE LICENSE NUMBEn F:LE Cn a CITY OF RANCHO CUCAMONGA '� °� °• COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION SHEEN - y Pna*CT NAkAE '` c • WEST GREENWAY PARK U U t SHEET TITLE c IJii ! HARDSCAPE DETAILS r T f_7`1 r"f 1r APPROVED APPROVED OF ' •1 2 ? Co 87 &xyj a-tuowJ . Y DAIE °CowA^"IYSEnv10ES DATE CITYENGwEER U - - -- — / SHEET a� of 1 wm:,a .., „..,a•4! .,W, ., ,..:, . .. .::;«...- ... a .:„:::u;> , -:::::: .,_, _ ,:. .a.,.,..,.,,. IRRIGATION LEGEND: ` SYMBOL MANUFACTURER DE RIPTION MODEL NO. NOZ.SIZE FULL HALF QTR. RAD. PSI Q��,C111TECT c h . Q n �• THOMPSON BEAR DRIVEN ROTOR POP UP HEAD 186RCFC/FULL 187RCFC/PART . R 10.4 10.4 10.4 50' 35 � Cyd 0 I, o I, � �, � , � 1`• � � THOMPSQN GEAR DRIVEN ROTOR POP UP HEAD 186RCFC/FULL 187RCFC/PART R 9.8 9.8 9.8 45' 30 .. . $ J BOOSTER PUMP TO BE A MODEL NO. 150BP46P4-3.ODEFG THOMPSO GEAR DRIVEN ROTOR POP UP HEAD 186RCFC/FULL 187RCFC/PART Q 5.6 5.6 5.6 40' 30 ,, o 3" SUCTION-2" DISCHARGE-9" IMPELLER ry j o .� o T 3 H.P. 1750 RPM 220V. 3 PHASE TORO GEAR DRIVEN ROTOR POP UP HEAD 300-00-03• 03 6.45 3.23 1.6 30' 50 PUMP AVAILABLE « B TORO GEAR DRIVEN ROTOR POP UP HEAD 300-00-02 02 3.4 1.7 , .8 24' 50 J d�9 �'`r >< Ob SOUTHERN CALIFORNIA PUMP SALES a TORO GEAR DRIVEN ROTOR POP UP HEAD 300-00-02 r P.O. BOX 9285 x 02 2.8 1.4 .7 21' 35 D��1S1933 • FOUNTAIN VALLEY, CALIFORNIA 92708 Q (� O RAINBIRD POA UP TURF HEAD STANDARD I�'I5 15' 3.30 1.65 .8 14' 25 - 1C�, (714) 839-3906 t - Q (•� ( -RAINBIRD POP UP TURF HEAD LOW ANGLE 1804-10 10' 1.57 .79 .4 10' 30 PUMP TO BE EQUIPPED WITH THE FOLLOWING: SHEET METAL ENCLOSURE AS INDICATED ON THE 1h RAINBIRD POP UP TURF HEAD STRIP 1804-17SST 17 1.73 9'X18' 30 � k rc dr H DETAIL SHEET X v Q RAINBIRD POP UP SHRUB HEAD STANDARB 1806-15 15 3.30 1.65 .8 14' 30 , � � ;`"•' 4 C MCDONNELL-MILLER FS8W FLOW SWITCH WITH A x ■ of RAINBIRD POP UP SHRUB HEAD FLAT 1806-8 8 1.61 .58 .3 7' 15 � T20 TIME DELAY RELAY TO OPERATE AS A NO- �� . FLOW SHUT DOWN • • RAINBIRD POP UP SHRUB BUBBLER HEAD 1806-PA-8S-1402 .50 25a. PUMP START RELAY MOUNTED AND WIRED IN THE Q RAINBIRD AUTOMATIC CONTROLLER ISC-SERIES SIZE PER PLAN PUMP PANEL BY THE PANEL SUPPLIER � 36"X54" CONCRETE BASE SUPPLIED BY THE RAINBIRD REMOTE CONTROL VALVE EFA-CP-PRS SIZE PER PLAN INSTALL A HYDRO MASTER SENSOR @ EACH VALVE , ' •, o PUMP MANUFACTURER ( IF INSTALLED OUTSIDE) +� RAINBIRD QUICK COUPLER VALVE 33 LVC w/ YELLOW LOCKING VINYL COVER ' ACTUAL LOCATION OF PUMP TO BE DETERMINED ON I � a H NIBCO GATE VALVE T-113 LINE SIZE ; ' •• � • SITE BY THE LANDSCAPE ARCHITECT, IF INSTALLED --�- FEBCO BACKFLOW PREVENTER 805-2" DOUBLE CHECK VALVE INSTALL PER CITY OF RANC40 CUCAMONGA � r ` .r IN H T ROM OF THE RESTROOM BUILDING e ---- AS APPROVED PVC CLASS 315 MAIN PRESSURE LINE FOR PIPE 2" AND LARGER DEPTH TO BE •18" ` CONTRACTOR TO INSTALL ALL NECESSARY P PING, SLEEVES,CONDUIT AS REQUIRE INCLUDING - AS APPROVED PVC SCH 40 MAIN PRESSURE LINE FOR PIPE 12" AND SMALLER . DEPTH TO BE 18" \ �• ., PUMP START CIRCUIT FROM THE AUTOMATIC TROLLERS µr v n AS APPROVED PVC SCH 40 NON PRESSURE LATERAL LINE DEPTH TO BE 12" HE ELECTRICAL PANEL. AS SHALL SUPPLY ALL AS APPROVED PVC SCH 40 SLEEVE FOR PIPE UNDER PAVING AND WIRE SLEEVESw ,' sr ,. ,� NECESSARY LABOR- AND MATERIALS FOR THE MAIN - POWER TO THE PUMP PANEL, AND FOR 115 VOLT POWER DENOTES VALVE' STATION NUMBER . h �c r ' dI yyPu p'f k+, NA l Imby �j BETWEEN PUMP PANEL AND AUTOMATIC CONTROLLER ��• DENOTES GALLONS PER MINUTE DEMAND $�° °&^I " • Y+ � D PANEL. ° Y • mrs „ .� ENTIRE UNIT TO BE FACTORY FINISHED WITH TWO COATS DENOTES VALVE SIZE OF GREEN RUST-O-LEUM FACTORY ENAMEL FINISH. O BOOSTER PUMP NOTE: � 4. , � �5A4 ALL REMOTE CONTROL VALVES TO BE EQUIPPED ° WITH A HYDRO MASTER MOISTURE SENSOR PER i � . � ? ,' a E THE CITY F CHO CUCA�IONGA STANDARDS. ' ;; 0 Ic + TORO ,5 R P&MV WTDR f'1.�ii-UP tN� _ 04-SCS-AbJ' ADT .85, /.�7 /S=ZG' AUTOMATIC CONTROLLERS 'B&C' TO BE F RAINBIRD M ISC-16-W AUTOMATIC CON- ♦ TORO 1�-A0�7 Ab�T /101Zm 15=ZC-� "'" W CREST POINT OF CONNECTIOfJ TO BE TO 3" WATER t4ETER,METER TO BE TROLLERS INSTALL BOTH CONTROLLERS 70120 ' PROVIDED BY LEWIS HOMES.EXTEND THE MAIN LINE,INSTALL A 3" ✓�°-/� T A S•7t'i YL' ' H MONTECITO IN THE STORAGE FACILITY AT THE • `FEBCO 805 DOUBLE CHECK VALVE ASSEMBLY AS PER THE V HUNT .r7�✓-Qas-XX eo 7,o 45 40 M RESTROOM LOCATION. POWER TO BE. PRO- URT CUCAMONGA COUNTY WATER DISTRICT (CCWD) .ACTUAL LOCATION ' COURT VIDED BY OTHERS. ■� C7 /•IUIVTER zbo-AL1i-XX 41 CO '4 E TO BE DETERMINED ON SITE BY THE CITY REPRESENTITIVE. (- Cp/rM,-,TOR 7'bREMOM EX/snAq ZINE AND flyA54VD1CA7ZFo I uNjFW 44AD5 PER C!7'y 3720• PI.AAI538 • �4' " t+ c / \ 1 AUTOMATIC CONTROLLER T" TO BE A w TRACT M. RAINBIRD ISC-24-W, AUTOMATIC C N4 � C NOTE: PRESSURE MAINLINE PIPING TROLLER,INSTALL CONTROLLER IN 4-t © IS SHOWN IN HARDSCAPE AREA FOR THE STORAGE FACILITY AT THE RE T-� I t �j� DESIGN CLARIFICATION ONLY AND ROOM LOCATION. POWER TO BE PRO- 3" WATER MET R IS TO BE INSTALLED IN PLANTING VIDED BY OTHERS. eMMAreraA TDF AREA AS NECESSARY. y (Fp(2 1AR1G/i��'1o� Of•1L�> ,� J ,I_� 11 = I•�t'>t:A/G R wo a 'r B� 1 I %6 •� r7�'•. 1,,W 10 �L Ilrj Y✓I I�Y W�IDI • of 4 J N 7Ro VA,14-V� ivy Ro r•�1►L C°I`�M�T�1 M�tl�.� '� 3, = p.O.G• I I� I� � o Z B 1 20. I 1 /fr� �� I a = B8 uN 61PEA �� es J r 611 fa?.b 3 �_ r Z _ /4 / cc _ a,,,,,,,, , � •• -/ /L PROPOSED TRACT NO. 1329 `` Jt�...■■..,.81ii.. C 3\ C1 1'.4 C ft-ft z P 0 OC p j (, 1 p C O a O , '� - i �' � � �� r ; -- � ,� y ,� - �, �► Nis As p� � W 4 4 4 4 4 z cc W0 = W LL r 'I I ► ,'�" � > 4 L CC >� 2 -a' - ... 1'F � ''' 3! _ ell J _ � L Uj Apt F STRE 3 B7 C 75\ 27 2CIOD 6N 4 Z70 1`�¢• '� N ►W ,. l 1� 2 C 5 I /� = e E ALE PLANS !* �� ¢ �� _ + Y Q SEE 1 / SC '�' � � - � ,_ 4 ` I , C4 C FOR PLAY AREAS. 1 B4 �01 I , 2� Q _ o isr470 C6 _' _ r?' AIF t t J Q dOt t► 2'12' � � � \� 2/s� - • U r � 1 3 I • � ,. � Z LL �Z9'f ,mac 1 N - O r 10 1 W l � Jar uIv : O z �� W B 3 r �IfyN 7. 22 �/� ► fI '�J 1 ¢J� it ��, N� �-`, (•) a � cc n 3 c o I 2 C I 2 D1s *67 = Q O Uj � O Z w °' r V B2 r ' /aM� ail, �,�'��'. �' �+ -s/4�' = W cr C/1 '- ��, / fit' ' , W O - � WCL Z� 8 - W �" /y a PRESSURE CALCULATIONS FOR VALVE "D-14" !ll� , �: D2 3?S W J PRESSURE CALCULATIONS FOR VALVE "B-11" Bi - � - - � �� D 4 �4 •`� ori 3" WATER METER 5.8 PSI LOSS a 3" GATE VALUE 2.5 " 3" WATER METER 5.8 PSI LOSS / 3" BACKFLOW PREVENTER 6.0 " 3" BACKFLOW PREVENTER 6.0 Q7 `• 2 C s �� I 1200' 3" MAIN LINE 15.84 " 3" GATE VALVE 2.5 1-11" CONTROL VALVE 3.7 " 125' MAIN LINE TO PUMP 1.65 I 2" LATERAL LINE 10' .20 " 120' MAIN LINE 1.58 11" " 50' 1.15 1 CONTROL VALVE 3.7 " rl�25 10 �T �` --''� 11 N N 1 H 1 N E 1 2" 2.94 H " �•25 1. 1 RAL L I Z_ t 11 25 .785 35 LATE / - 111 a « 45' 1.89 H 30' 3/4" 1.52 r L FITTING LOSSES 10% 3.78 45' " 111 1.89 « 1 11 H 11 ' 7f. 'l�/ _- Z � 25 1} .79 j SYSTEM LOSSES 41.65 PSI 30' 2" •61 11 " - ' SES 10� 2.99 � � � - • PRESS. REQ'D @ HEAD 35.00 PSI FITTING LOS - REQ'D @ HEAD 25.00 1 � /D 2 1 c TOTAL PRESSURE REQUIRED 76.65 PSI TOTAL PRESS. REQ'D 6.97 PSI / STATIC PRESSURE 65.00 PSI STATIC PRESSURE 65 PSI N , W o RESIDUAL PRESSURE -11.65 PSI RESIDUAL PRESSURE 8.03 y ij 0 201 2x69 R E V I S I O N S t FOA CITY USE ONLY r ?y, w I'• DATE DESCRIPTION APPROVED INITIAL DATE ori ALL TO BE GROUND r .i, D/ Ci 1 I t I ) STREET W a' GENERAL IRRIGATION NOTES AREASUWHENEVER POSSIBLESANDEWITTHIIN IN SHRUB ALL QUUICKVER ® \ /� La WATEASEWEn W COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN A B' DIA. • GREEN PLASTIC VALVE BOX. '13\L �� • THIS PLAN IS CONNECTED TO OR WILL DISRUPT AN EXISTING CITY-MAINTAINED LANDSCAPE AND IRRIGATION GAO a OnAlu = N • All THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE MADE ,D TnALC (� d t AREA. BECAUSE THIS DISRUPTION IS LIKELY TO BE MINIMAL,TW CONTRACTOR WILL BE ALLOWED TO PERFORM THE I Fuel CHECK � k\' c°- • THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE 1 q W ` u DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS TO BE 'DURA' DEEP SOCKET TYPE. THE WORK WITHOUT ASSUMING FULL MAINTENANCE OF THE CITY AREAS UNDER THE FOL.LOWNG CONDITIONS. AS NECESSARY. w �� PRIOR TO NEW CONSTRUCTION, A JOINT INSPECTION AND DOCUMENTATION OF THE EXISTING AREgS CONDITION FUTURE DEVELOPMENT - As CONST. 0 • • CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW HEADS SHALL OCCUR WITH THE NEW CONTRACTOR AND CITY INSPECTOR. AT THIS POINT,THE NEW CONSTRUCTION • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS TO PREVENT LOW NERD DRAINAGE AND POSSISUE SOIL EROSION. .. In a OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT CONTRACTOR SHALL BE REQUIRED TO SUBMIT A CONSTRUCTION SCHEDULE TO THE CITY FOR APPROVAL. ACCESS TO Z D AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE • ALL SPRAY HEADS ADJACENT TO SIDEWALKS. CURBS, DRIVEWAYS OR OTHER HARD- AND USE OF THE CITY'S UTILITIES WILL NOT BE PERMITTED WITHOUT CITY SUPERVISION. A FOLLOW-UP \• NOTE; PRESSuRE MAINLINE PIPING THESE PLANS WERE PREPARED BY: FOR PRIVATE USE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVES PRIOR IS SHOWN IN HARDSCAPE AREA FOR W TO ANY WORK-OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY SCAPE SURFACES SHAH BE INSTALLED ON AN APPROPRIATE POP-UP BODY AS INSPECTION OF BOTH AREAS SHALL OCCUR PRIOR TO THE CITY'S ACCEPTANCE OF THE NEW OR MODIFIED AREA(S)• "TIAL PATE 3 V (� ✓ co C SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. DESIGN CLARIFICATION ONLY ANDa FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. �' ••_ C) a y IS TO BE INSTALLED IN PLANTING LA* NDCONCERN,LTD. CHECKED • INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. CONTRACTOR • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF �� / o AREA AS NECESSARY. HAt,4E PATE V Zf' '• N W c_ SWILL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND COUNTY REQUIRMENTS RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE ��+ W N O FOR BOTH EQUIPMENT AND INSTALLATION. SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVES :LOM j' �/ t; y�� LICENSE NUMEIER 1 283 FILE 0 3 '4 0 o CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. ~ Qe n, �� / F 4t`r \ CITY Q F RANCHO C U CAM O N GA cc o cs o cn • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT ,T„ , EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF /�/ Q / tt �JV�i c AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE ON SITE INSPECTIONS WITH THE CITY OF RANCHO CUCAMDNGA.TO BE SCHEDULED ' Q �( 1. WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED OF THE MAXIMUMCn Pr._, ; COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION AT THE FOLLOMING STAGES OF THE INSTALLATION: ' /- • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR AND INITIAL PRE-JOB MEETING WITH THE OWNER AND LANDSCAPE ARCHITECT. SIZE THE CONTROLLER DOOR WILL ALLOW,SHOWING THE AREA COVERED BY THE AUTO- j�k a` / • 6_o 4S PROJECT NAME WEST GREENW 00 THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE GFT`{ • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF TRENCHES. MATIC CONTROLLER.THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS- 4 �7 A PARK SHEET o AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. BUILT SYSTEM.HOWEVER IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE • COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. WHEN THE DRAWING IS REDUCED,I'S SHALL BE ENLARGED TO A SIZE THAT WILL BE / �� S+IEET TITLE A J • 110 V. ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LOCATION 0-FINAL WALK-THROUGH OF THE PROJECT WITH.ALL PARTIES CONCERNED FOR A DI FFER T / / E WF FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE RESPONSIBLE READABLE WHEN REDUCED.THE CHART SHALL BE A BLACKLINE ERINT AND FN I IRRIGATION PLAN FOR FINAL CONNECTION Ta EQUIPMENT. VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE PLAItS, COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE OF EACH STATION. O l G �° q'�� �f'FV/SIOrS/S O�VL.Y AND SPECIFICATIONS. ♦ ' • ALI. LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER WHEN COMPLETED AND APPROVED BY THE OWNER'S REPRESENTITIVE THE CHART SHALL �'� ; APP�yED APPROVED OF 114 DIRCT BURIAL TYPE. USE BLACK INSULATED WIRE FOR PILOT AND WHITE • THE CONTRACTOR SHALL PROVIDE TO THE OWNER, UPON'THE COMPLETION OF THE BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC EACH PIECE BEING A a FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIP NG / JOB. A SET OF REPRODUCIBLE 'AS BUIL' DRAWINGS. WHICH SHALL BE VERIFIER Y * ' - WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FT. INTERVALS. ; t FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK,THROUGH. MINIMUM OF 20 MILS.TKICK.THE CHART SHALL BE MOUNTED USING VELCRO OR APPRO- W O g•11 motshagen associates, ltd- WHERE 87 �J�t ` �• VED EQUAL TYPE OF TAPE. U 2 DATE cxm#.NITrSEnVICES 19ATE OITrENGINEEq • PROVIDE A MINIMUM OF 18' COVER OVER ALL PRESSURE MAINLINE PIPE AND 12' • THE IRRIGATION SYSTEM SHALL BE FULLY'GUARANTEED FOR A PERIOD OF ONE (1) THESE CHARTS MUST -BE COMPLETED AND IN PLACE PRIOR TO FINAL ACCEPTANCE OF •Jrternottonol krigotion consuitonts .Mote► management .plonrung .rtstarch OF12 at MIM. COVER OVER ALL NON-PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED YEAR. MY-DEFECTIVE EQUIPMENT MATERIALS OR POOR WORKMANSHIP SHALL BE • * b SHEET 7 OF 1 2 - ' THE WORK BY THE CITY OF RANCHO CUCAMONGA. O Q- 3723 Birch Street, Suite 20 AREAS IS TO BE INSTALLED IN A EVC SCH 40 SLEEVE. REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST a SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL. TO THE OWNER. - ES I G Nt Newport Beach, California 92660 CERTIFIED CONSULTANTS O Elm s • � r20$86 (714) 250-8077 The Irrigation Association v ' 1 t 1 ' w ,:: .:,. 4.,.,. _.,.- .... .. ..,.:.. ,.„ .wi ,. ,.„ , •• ama:.ry .. ._.. ,.».».. .,..,w....,.,...»,,...., adt.. .... ... .. „. ... ... ». ..w.. ,.,.,.ryp,° .. ., .. w .::.,w+wti.,wl„w. _., ,,,, ,. .. ., .. a-,,/YI.Yr.rx�... n.. ... ... ,.:.«+...:aiiw, . ,,.• ,.: ,. .. . .,,,..`..r ....... ...,gym ,.....,,, ..� ,.� „�,,.K-., .,, >.. ._:: ,�»»„ �� . -�..,».w „ :-• , „.,,. MOTE: USE SCH 40 PVC FOR ALL PIPE ANO FITTINGSGREEN PLASTIC CIRCULAR QUICK COUPLER VALVEREFER TO VALVES UP TO 2" DIA. SHALL HAVE APPROVED GREEN PLASTIC, ROUND FEBCO #805-2" DOUBLE CHECK BACKFLOW PREVENTE b FOR VALVE SIZES 1-1/2. ANo BELOW. AMATEK GREEN PLASTIC , �. VALVE 60X, AMATEK OR EQUAL �< MALLABLE IRON TEE HANDLES; VALVES � VALVE�BOX, �W/ LOCKING COVER. 2 GATE VALVES, REFER TO PLAN FOR TYPE TELT � USE CLASS 315 PVC PIPE AND SCH 40 PVC VALVE BOX (OR EQUAL) Ay LEGEND FOR SPECIFICATIONS LARGER THAN 2 SHALL HAVE SQUARE MARK G.V. ! W/ 2m WHITE LETTERS AND SIZE OF EQUIPMENT. • FITTINGS FOR VALVE SIZES 20 AND LARGER. WITH LOCKING COVER. — R INISH GRADE SHRUB PLANTING OPERATING NUTS. FINISH GRADE TYPICALSS BRASS SII I (1C 111 l � — •`; � F �� BRAss UNION FINISH GRADEFINISH GRADEBRASS ELL, TYPICAL ' ? 36" MIN.LENGTH #4 REBAR = a IS�I_ — QUICK COUPLER VALVE, SEE PLAN " — III 11 111=_ I WATTS #77S LINE SIZE �� < z Ill - _ — — _ H� WYE SRAINER W LOOSE ► .� �' I �jlll — r � � STABILIZER. ATTACH W/ (2) �_ _.. Il xla �=1UII �II�111 � �' CONTROL WIRES WITH = I I =�((I ���� AND LEGEND _ , , STAINLESS STEEL CLAMPS. — �' — V ' / d 9 t 24" EXPANSION COIL, = - �j�� ,w 1� li III =jtl� Ilil� BRASS UNION KEY HOSE BIBB. :. -IIII BRASS NIPPLE, II I �II I b APPROVED LENGTH AS-REQUIRED II _ I 3/4 BRASS NIPPLE, �I�� VIII III BRASS t I — II LENGTH AS REQUIRED �� NIPPLE, TYR - Z ! am C WIRE CONNECTORS 6" MIN DEPTH CLEAN PEA GRAVEL II Q U 00 .� o rr BRASS STREET ELL, TYPICAL BRASS STREET ELL, TYPICAL --+ PVC. ADAPTER "" RAINBIRD PIN-TITE 4r � BRASS NIPPLE 6" MIN. LENGTH ;, "'j i PVC. MAINLINE, Il :: ,' : �. '• tea. �: OQ. Q j i= k' a 1 CU.FT. PEA GRAVEL „ BRICK STABILIZER, TYPICAL 11= _ _ _ _ • � _—� � III I�� _ � _ III x � COVER AS NOTED I .--111 " !I I -J111_Illl 2 x 4 REDWOOD BRASS NIPPLE 6" MIN. LENGTH FVC SCH 40 TEE OR ELL k ���I��I "" b ` �o BLOCKING OR BRICK PVC SCH 40 TEE OR ELL Oil PRESSURE MAINLINE, mall I K r � I 1111 LATERAL DEPTH AS REQ D. "' a LINE a PVC MAIN LINE 1 CU.FT. PEA GRAVEL . .:' gill .� ea l � H • 7 • I, • P ,. DEPTH 2 x 4 REDWOOD BLK'G :ad. . s • . a• �w E l REQUIRED Q a•'• PVC MALE ADAPTER • OR BRICK ' �` ' �� • 18 X36 X4 CONCRETE PAD �'.r +► 1. a 3 CU. FT. CONCRETE THRUST BLOCKS, TYPICAL. . ^°sMs- � 4 RASS UNION AND MAIN LINE 36 MIN. LENGTH #4 REBAR f, COMPACT PSUB GRADEOTOI 90'K PRIORTOPOUR. FWRAP PPLES, TYPICAL f STABILIZER, ATTACH W/ TWO "(2) t �� �• �� �{ ' STAINLESS STEEL BANDS ry. y: � • R�i, ly BM � REMOTE CONTROL VALVE QUICK COUPLER VALVE ���� QUICK COUPLER VALVE GATE VALVE �:� BACKFLOW PREVENTOR a • � a 0 k, • WALL MOUNTED CONTROLLER � NOTA. REFER TO PLAN AND AND -- SATURATE AND COMPACT 71 FINISH GRADE POP-UP ROTOR HEAD, ALL PRESSURE MAIN LINE UNDER .c�• o BACKFILL TO 9O� STRIP WIRES APPROX. 5/8 FROM END LEGEND FOR SPECIFICATIONS "..'' ri •���^ STEP 1 • PER MFG'S. REC'MNDS. �� � � SEE LEGEND FOR SPECIFICATIONS PAVEMENT SHALL BE BURIED TO -- „�i ;; - • o ATTACH A-36” MIN.- DEPTH 6� �.. I HARDSCAPE SURFACE BY � • MIN. �� ii„ ill) OTHERS, SE PLAN TWIST CONNECTOR UNTIL WIRE ENO -Box CONNECTION To 110 V. r =1f' TEP Z .�`` REACHES BOTTO:! >+, � � � � _ '- I IIII ••moo • NOTE: ALL HEADS TO BE o I 1 111 �_ � ELECTRIC SUPPLY , p' CLEAN BACKFILL AS REQUIRED ' — , _ " _ O'.. _ 1-1/4" PVC SCH- 40 ' 110 V. POWER CONNECTION �� �,+��a ; � ��� `�1�'�° '� �IIIC-1 �IIir--� - KEPT A MIN. OF 4 FROM - - � d ,�`; '\ '�b'�Q: •�,. � REFER TO ENGINEER FOR ,� '��� ��� ��w �„�����a .�rtlb�, ;��,:, �� E _ illu SLEEVE FOR LOWf �` `iU \•ANY HARDSCAPE SURFACE '1 � / SPECIFIC MATERIAL AND r/ •-• - -- NTROL\ SCOTCH LOC 3577 ALI G PACKIIII � N� SEALING MIX VOLTAGE CO // �/ COMPACTION REQUIREMENTS. �• - � . CONTENTS OF SEALING PACK CUT } OFF WIRES ` ` 0R.4 IIII l 11 _ C • n�y(,¢� ��,ih 11 — .l '�” • p;9 "'e pt'kt,.�tp� nr"•.•na?y49�,ist y7i.�ii. fl"Jw 'a"7+dux C 3/4 MAR EX STREET ELLS, TYPICAL a- / // ENO OF PACK AND INSERT CONNECTOR TO . IIII w / CLEAN GRANITE SAND STEP a", c"� — z �• ,•• PF S TE END. : „ kA� Pr S 3/4" PVC SCH 80 NIPPLE ►—• : r O I FINISH SURFACE , / �' E .f.• LATERAL LINE W SLEEVE Y ��' 6" MIN. LENGTH z FINISH SURFACE _ / OR GRADE 1;: kp, • NON-PRESSURE r PRESSURE MAIN LINE W/ SLEEVE4w 1 °C .�. WRAP OPEN END OF SEALING'PACK WITH TAPte �hy ' y`r PVC SCH 40 TEE S x S x T — ® I N E — _ ;hyo t,..; a. � ti�� LATERAL . LINE LOW VOt�TAGE CONTROL WIRES ALLOW TO SET UNTIL RESIN JELLS. x� 1 ,__ _►,,1 ��j PVC ATERAL L NE '� �., SLEEVE SIZE AS REQUIRED STEP 4 -- _ L I -�— -- fill ilil II PRESSURE MAIN LINE '' _ i 411 �' Il Clil� I 4 Mri PROVIDE P1.C SCH 80 LONG SWEEP ELL(2 A� � q 6 y DIRECT BURIAL, LOW • NOTE: FROM CHASE TO LANDSCAPE AREA AS VOLTAGE CONTROL WIRES. r' WIRE CONNECTIONS TO BE INSTALLED IN PER CITY OF RANCHO CUCAMONGA C NOTE: • ALL SLEEVES TO BE PVC SCH 40 PIPE , � •, _ BUNDLE AND TAPE � �. • • RAINBIRD P,IN-TITE CONNECTORS. PER C • ALL SLEEVES TO BE SIZED TWICE THE DIA. OF THE PIPE RUN THE CITY OF RANCHO CUCAMONGA STD'S. ho AT 10' 0.C. �4 ' : • ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES PVC SCH 80 LONG SWEEP, TYPICAL TOR® SLEEVES TO BE TWICE THE DIAMETER OF THE. PIPE s' 1/2" x 5 FT. COPPER GROUNDING ROD c POP—UP ROTOR HEAD' r:h TRENCHING PIPES UNDER PAVING WIR CO ECTO AUTOMATIC CONTROLLER A r "i POP—UP SPRAY HEAD, REFER �� POP—UP SPRAY, HEAD, REFER N FINISH GRADE —+ POP—UP ROTOR HEAD, TO LEGEND FOR SPECIFICATIONS TO LEGEND FOR SPECIFICATIONS a o SEE LEGEND FOIA SPECIFICATIONS `;j FINISH GRADE FINISH GRADE - - NOTE: ALL SPRAY HEADS NOTE: ALL SPRAY HEADS �. TO BE PLACED 4" CLEAR TO BE PLACED 4" CLEAR Uj 0 • NOTE: ALL HEADS TO BE OF ALL HARDSCAPE SURFACES. OF ALL HARDSCAPE SURFACES. ` • �IIICIuI ��1'I = - KEPT A MIN. - N OF 4" FROM �,` — �I��;", O.. •�',' �. l= = ill l=}Ili' li � ..���•• � 5 1111- l I ��11111 -ANY HARDSCAP ?� W IIID II I I� IIII E SURFACE „ (��� II� =�ii�� iil� — 11}il i. lll �llf I►111 s w IID ru Ifi� = �ll 1111 iIC ill 11111 11 Illi 111 — =1111 II11 I MARLEX STREET ELLS, TYPICAL 1111 — UfI IIII Ilil� ry a 1" PVC SCH 80 NIPPLE, : MARLEX STREET ELLS, TYPICAL MARLEX STREET ELLS, TYPICAL � , W 6 ' MIN. LENGTH f. 1/2" PVC SCH 80 NIPPLE, 1/2" PVC SCH 80•NIPPLE, f o w ' II - l l 3 O !• � --= PVC SCH 40 TEE SxSxT 6 MIN. "LENGTH. r� 6 MIN. LENGTH W W PVC LATERAL LINE PVC SCH 40 SxSxT TEE OR ELL ,! PVC SCH 40 SxSxT TEE OR ELL • ^, r Q E 3 PVC LATERAL LINE, SIZE PVC LATERAL LINE, SIZE 'S AS NOTED ON PLAN AS NOTED ON PLAN Z w'° o • [r E Y � J THOMPSON � � �,� � ��. � a Q • -POP—UP ROTOR HEAD LY POP—UP SHRUB HEAD POP—UP TURF HEAD x > 0 Q >- O UjCn v u W Z Foig;m Lill d r sO � (� s� LL„1 6 fig— �t E FIs'' ~ • ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND COVER Is AAM�I ,. •g' GENERAL IRRIGATION NOTES AREAS WHENEVER POtSIBIE AND WITHIN 18�6F'TME HARDSCAPE. All WICK • / . its a „. COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN A 8" DIA. ;+ o A GREEN PLASTIC VALVE BOX. WITH LOCKING COVERS. • 4 ' • • ALL THREADED PIPE CONNECTIONS MADE TO SLIP- INT PVC PIPE SHALL BE MADE c • THIS DESIGN IS DIAGRAMMATIC. All EQUIPMENT SHOWN IN PAVED AREAS IS FOR WITH A PVC THREADED COUPLING. ALL THREADED TERS ANO COUPLINGS ARE DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS TO BE 'DURA' DEEP SOCKET TYPE. `v Lob As NECESSARY. 1 motsha en assmiat ltd • CONTRACTOR TO •INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW HEADS g• • g es, • • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS TO PREVENT LOW MEAD DRAINAGE AND POSSIBUE SOIL EROSION. OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT •in1cmatlonal irrigation consultants •IDater Management •planning •research • AT THE TIDE THESE PLANS WERE PREPARED. ANY SUCH CONOiTIONS SHALL BE • ALL SPRAY HEADS XDJACENT' TO SIDEWALKS, CURBS. DRIVEWAYS OR OTHER HARD- e d IROUGMT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVES PRIOR SCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY AS 3723 Birch Street, Suite 20 _ TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY Ncwport Beach, California 92660 CERTIFIED CONSULTANTS �— • FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. ALL OTHER � OPENING FOR INLET / OUTLET PIPING. SHRUB SPRAY HEADS MAY BE INSTALLED ON STATIONARY RISERS AS DETAILED. (714) 250-9077 The Irrigation Association • m .. o AND VENTILATION 09LUP- • INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. CONTRACTOR • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF z, W Q Q • SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY MND COUNTY REQUIRMENTS RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE J FOR BOTH EQUIPMENT AND INSTALLATION. SPRAYING WATER ON BUILDINGS AND HARDSCAPE: ADJUST ALL VALVES FLOW R E V 1 S I O N $ FOR Gry USE oNtr c CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. DATE DEscmIPTION APPiiOVED "FIAL DATE • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT STREET �.. EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS F44N6ED 90•ELBOW AS SPECIFIED. THE IRRIGATION CONTRACTOR SMALL VERIFY THE AVAILABLE • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF Q ON SITE INSPECTIONS WITH THE CITY OF RANCHO CUCAMONGA,TO BE SCHEDULED WATER SEWER � rt` WATER PRESSURE ON THE SITE PRIOR TO THE START OF' INSTALLATION. `RT THE FOLLOWIRG STAGES OF THE INSTALLATION• GRD t DnA04 „� • F • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR AND • INITIAL PRE-JOP MEETING WITH THE OWNER AND LANDSCAPE ARCHITtCT. TRAFFIC fL�NGED TEE 6U17ERFLY VANS THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNERS FINAL CHECK � �- AUTHORIZED REPRESENTATIVE ANO/OR THE LANDSCAPE ARCHITECT. • PRESSURE TEST OF IRRIGA730N MAINLINE PRIOR TO BACKFILL OF TRENCHES. fLA/VCaEO SW CHECK VRLVE : COVERAGE TEST of sPRI1NfLER SYSTEM PRIOR TO PLANT INSTALLATION. R W x, M • 110 V. ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LOCATION N k COMPANION ' PuMP/;ND MOTOR FOR TME AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE RESPONSIBLE •-FINN, WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR AS 4 FLANGE FOR FINAL CONNECTION TO EQUIPMENT. VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE PLANS - • AND SPECIFICATIONS. i` Y } !� • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER THESE PLANS WERE PREPARED BY: FOR PRIVATE USE CGIVTROLLER OF /14 DIRCT BURIAL TYPE. USE BLACK INSULATED WIRE FOR PILOT AND WHITE • THE CONTRACTOR SHALL PROVIDE TO THE OWNER, UPON THE COMPLETION Of THE IWt11Al DATE ; FOR COMMON. INSTALL IN A COkMON TRENCH WITH PRESSURE MAINLINE PIPING JOB, A SET OF REPROC116"1LE. 'AS BUILT' DRAWINGS, WHICK SHALL BE VERIFIED r •� r • /°/gESSI/f?E CAfJ6E WHERE POSSIBLE. BUNGLE AND TAPE AT 10 FT. INTERVALS. FOR ACCURACY AT THE TIME_,MAIN LINE PIPE AND JIA VES AREsINSTALLED. LAND CONCERN onAWN �r, Q �' . CHECKED � ° • PROVIDE A MINIMUM Of 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" • THE IRRIGATION SYS.EM SHALL`BE FULLY GUARANTEED FOR A.PERIOD OF ONE (1) ��SWXE �i E MIN. COVER OVER ALL NON-PRESSURE LATERAL LINE. All PIPE UNO�R PAVEQ YEAR. ANY-DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKAANSHIP SMALL BE NAME DATE � _n CGNTROLLER St/PPiDRr AREAS IS TO BE INSTALLED IN A PVC SCA 40 SLEEVE WITH REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST LICENSE tiumein FILE ..� •- v .. ' SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS ANO INSTALLED PER DETAIL. TO THE OWNER. CITY OF RANCHO CUCAMONGA .„ ~ N F- = f` BYPJlSS k rrERf VALVE ° COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION ,� 00 ot _ !!// tY �i e; PROJECT NAME �� �V Q � a � FLANGED TEE ' WEST GREENWAY PARK • SEALt/TE CONDUIT SHEET TITLE �' m CC"AN ION FLG 1`�' �Rr' SHEET ' a O _ IRRIGATION DETAILS °`. 6urrERfLY VALVE — ,. G APPROVED _ APPROVED It-2O-97 t.. r 1u OAT =CO ItYSEnVICES DATE GTVENK.•rEER V / SHEET —,� OF S I G h �b11NMf1pNQ SW'riART cEb STEELSCK/D, f irm 4 -V0• I'IOLES. f _ 12 . ,� � X20886 ---- .; OF ':uAi,+.rYWII11Wa.,+"r11�W�YlYYWr w+. ,.;.,.;xr rr.., ,+.,r,,.,. ..... ., .. .n, .. ..,.,..« .... ,,. .. _..+.. .;«...�., -.,....._ ._ ,e+,MW.W....•. ., .«Aw..... ._,__u.r...,w,„,wr..,,uwyr..wY+z.�.:..... .,••w.r.,..,....., ,:.._.,... • ,...u...c.u.' .max•+.« �5.�. m ,!#d.►a .. .. .,. - ANY TREES WITHIN 3 FEET OF WALLS, WALKS, CURBS OR OTHER POTENTIALLY HYDROSEED NOTES - . _ SHRUB LEGEND -ROOT-DAMAGED HARDSCAPE SHALL BE INSTALLED WITH ROOT CONTROL CONTAINERS. � PRIOR TO BACKFILLING TREE PITS, CONTRACTOR SHALL HAVE CITY INSPECT PREVAILING WIND OLR&CTION CNITECT AA(, 1. ALL TURFGRASS AREAS AS DESIGNATED ON THE PLANS SHALL BE AGAPANTHUS AFRICANUS 'PETER PAN' Q� C BR BEGONIA RICHMONDENSIS y ° DEEP KOOT CONTAINER INSTALLATION. • �; � . j o » HYDROSEEDED AS FOLLOWS: , � .� �... �. 0 LODGEPOIE PINE TREE STAKE (2 DIA.) DV DIETES VEGETA toID AfeA PTV PITTOSPORUM TOBIRA 'VARIEGATA' � �r ALL TREES ARE TO BE LOCATED A MIN. OF TEN (10) FEET FROM ANY LIGHTf � T 2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION !` STANDARD, POWER POLE, OR REINFORCED CONCRETE BOX; FIVE (5) FEET•FROM ,; tiy � ,' f - �� - BURY IN GRADE TO 2'-0" MIN. DEPTH. NOTE. SMOOTH ALL SURFACES FINISH GRA PW PITTOSPORUM TOBIRA 'WHEELERS DWARF' `" s " , DE TO 1 BELOW ` ,� o ANY DRIVE APPROACH, FIRE HYDRANT, OR UNDERGROUND STRUCTURE (E.G. , CATCH ���� " �+{tis, G USE TWO STAKES FOR-15 GAL. TREES ADJACENT WALKS, DRIVEWAYS ETC. ROLL AREAS TO EXPOSERC RAPHIOLEPIS INDICA 'CLARA' �.. y � r, BASINS, VAULTS); AND THREE (3 FEET FROM ANY METER. SOIL DEPRESSIONS SURFACE IRREGULARITIES; RI RAPHIOLEPIS TNDTCA 'SPRINGTIME' / IES; FILL LOW SPOTS WALE F N SPRING LOADED WONDER TIES (2) OR AS AND EVEN IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO TJ TRACHELOSPERMUM JASMINOIDES VT VIBURNUM TINUS � Ob n lam' HYDROSEEDING. OWNER SHALL APPROVE FINISH GRADE PRIOR O,/ t '� NEEDED. PER DIRECTION FROM LANDSCAPE. OR HARDSCAPE ' lw o ARCHITECT. - TO PLANTING. '� •• ,�+ FORESILESEE AND�TYTPEG PLAN PREPARED BACKFILL SEE SPEC 3. THOROUGHLY MIX AND EVENLY APPLY THE FOLLOWING HYDROSEED C> 4 HIGH MATER BASIN I TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING: VINE LEGEND ° L " WIDE CONCRETE NOW STRIP .-� � `!' � 2 •X 4 REDWOOD HEADER W/ 2" THK. MULCH CELLULOSE FIBER 30 LBS/1000 S.F. H - " FINISH, GRAD - - 12 DEEP ROOT ALONG MOWSTRIP N 16 20 0 AMMONIUM PHOSPHATE �7 LBS/1000 S.F. CI GIBBUS ANTARTICA t m 1 X Z X 12 REDWOOD STAKES I GRO-POWER TABLETS - TO BE ADDED °��# Ic IBDU 31-0=0 SLOW RELEASE 1 LBS/1000 S.F. xi _ PER MFG. s ;, , , 12" DEEP ROOT ALONG WALK 'n"� RECO!'I"1ENDAT IONS - I•i1 j _ j� SOIL SULFUR 3 LBS/1000 S.F. � ; TURF PLANTING _ " Uj 10 W a • • � '' " •♦ LODGE POLE (2) SEED MIX PER LEGEND '�12 LBS/1000 S.F. TREE LEGEND war ����-= 1— — 41i� TREE TRUNK 4. HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE T ► "� � k r WATERINGS THE DAY OF THE HYDROSEEDING TO THOROUGHLY ALBIZIA JULIBRISSIN 3C ( +II SATURATE THE SOIL. AFTER THE FIRST IRRIGATIONS,N WATER CA LUPANIOPSIS ANACARDIOIDES "' � • 10' MIN 2x DIA. OF W. I.T. BRACE SHALL BE 'APPLIED AS OFTEN AND IN SUFFICIENT AMOUNTS AS z CC CINNAMOMUM CAMPHORA _ ROOT BALL CONDITIONS MAY REQUIRE TO KEEP THE SOIL MOIST ABOVE, �•► °'' ° � ire ' AROUND AND BELOW THE SEED/ROOT SYSTEMS AS MY BE CD CEDRUS DEODARA •I `a, ; a VINE POCKET NECESSARY FOR PROPER •GERMINATION AND PLANT GROWTH.TREE TAKING EC EUCALYPTUS CAMALDULENSIS ' 5. THE LANDSCAPE SUBCONTRACTOR SMALL RESEED ALL NONGERMIN- " ATING OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDRO- FN � FR F I CUS RUB I G I NOSA Root control barriers are available from: SEEDING. TURFGRAS AREAS SHALL BE FREE OF BARE SPOTS • CONTRACTOR NOTE AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE. - GT GLEDITSIA TRIACANTHOS ,� .•' � ` Deep Root Corporation ► HF HYMENOSPORUM FLAVUM " 'µ 7354 Bolsa Avenue ROOT CONTROL BARRIERS WALL LEGEND 6. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 2} `;. Awl � JA . JACARANDA ACUTIFOLIA Westminster, CA 92683 SEE ENOINEER'8 LAYOUT PLAN FORS BEGIN MOWING AT A MINIMUM HEIGHT OF 2 REFER TO m q� Cjr � s A, - A8 PER CITY REGWREMENT8 LOCATIONS OF ALL WAL•KSo HARDSCAPE. MAINTENANCE NOTES FOR ADDITIONAL MOWING REQUIREMENTS. KP KOELREUTERIA PANICULATA 714/ 898-0563 » " " S RAdIIS POM�f1''8r SHEETS 4 STUCCO OVER 6x8•x 16 CONCRETE BLOCK 1. REMOVE ALL ROCKS 3/4" DIAM. AND LARGER IN TOP 2" OF MG MAGNOLIA GRANDIFLORA f �` � J �LL� `° - (ORCO "NEIL FAWN" TYP.) SURFACE SOIL IN AREAS TO BE SEEDED WITH TURFGRASS. PE PINUS ELDARICAa� PA PLATANUS AC ER I FOLIA „�u r y wG DEEP ROOT DETAIL 8: TURF MIX TOreN "wx1a '� x ' +hJ a o-��,, d' ,a8 Ahg WROUGHT IRON FENCE' (TYP.) fi$,„� w4 ” , COMPOSED OF: 80% FESCUE (50 JAGUAR/50% ! •mmmmmmm 6"x8"X16" CONCRETE BLOCK ORCO - APACHE 20� RYE DERBY RYE) . QA Q ; , } 5 �f ` pN ( ) ( QUERCUS AGRIFOLIA " ,spy �, c„ � � , r � a tM, �, �u �, ��P p ,r MONTECITO MEADOWCREST 4-s r� "NEW FAWN' TYP. ) to SJ SOPHORA JAPONICA r COURT J 10- 6'-0” HIGH TEMPORARY CHAIN LINK rpGF` ' ' / COURT A FENCE SEE DETAIL N SHT. � PW 2- GROUND COVER LEGEND ;rr� E 19-I ALL FENCES IL WALLS ARE N.I C. - � �5 PLANTING LEGEND' 12802 iRl I 5 TRACT NO. k k I I21 BY OTHERS. c ESP. ESPALIERED ;� ", r,:: - �„� TURF GRASS SEE HYDROSEED NOTES GAL. GALLON CONTAINER �, �; a EG VT' 9-5 _ G.C. GROUND COVER (-IS I1CiG 1 • ALL SHRUB AREAS ARE TO BE UNDERPLANTED HE I GMT ,; ll- �YZANIA L.A. LANDSCAPE ARCHITECT $ / 7 2 5 8" O.C.ATRIANGULAR SPACING YELLOW @ I - '" L.C. LANDSCAPE CONTRACtOR Z N - \` �8•I QE . ' MIN. MINIMUM - J Q M.T. MULTI -TRUNKED O.C. OXCENTER 3 a Z _ �'; j GL PROPO C RWD. REO 0 � O - r • ,\ .. ! .. , . —. � • � a • S.L.A. SELECTED BY L.A. '• O _ _ -_ _ : — `b.� F4q � _ M _.r t2r„ 1� eVVIF* SPEC. SPECIMEN � F' --- - f vV n � , _ � � . O s`1- 3 SP. SPREAD Ix — — — — _ _ O ff' K �•�►L Z ; Go O Z - - �•��,�� cam+, sus V D►onp4 .PLANTING KEY` © ° v __2* LIZ M tw «Q _ - ,. _ / - f�L,ANT f� 21 1N4j-ML- -AT1C*4 — - Z oc � !�K• — LU Q Q Q Q W O � a k” 0 o FA it \ SAreOG �310� = 1W1 Qh ��i I ° / ' v } � W = � 2-2 1. q'5 � 1 � — o . 1011 FU QA o , VY ; W h 1,2 9 -5 . , p • SEE 1 /8" SCALE LANS -1� _ _ E KV MGO f FO AREAS. ►� ,, ,,t TJ ,_f - q'2 Q �-CC c ` I �' CL e o 2.2 AA 7 ,5 � � � - Q 0. U o > LL ° 1 QA j - Q� z >- O Q M � CD Ar - O Q W 5- Z O ° CL C4 Uj — W C V4 ?A a' 1 t V CC o • 1 - X ZDW C = G D SOD 7? 6114E M /NST44-4Tw Ic 1 W NO • i . _ _ CON7 7R4C72�1? /V .W,-d5rA Z1_ .VO W ,AIL _ a AREAS ,l 4=_ 70 4ZW,57R&C7XW ot-NP.* W.441i�,4WD — n 24• s ; Its - - SOIL PREP & BACKFILL NOTE7-t) 2 - - FOR TURF AND GROUND COVER PLANTING, THE FOL•tOWING LlJ AMENDMENTS SHOULD BE UNIFORMLY BROADCAST AND ys -15 I-24 . f6-°� Jr THOROUGHLY INCORPORATED TO A MINIMUM 6" DEPTH BY O �FZ ° MEANS OF ROTORILLER OR EQUAL: EG R E V I S I O N S FOn CITY USE ONLY AMT./1,000 SQUARE FEET O DATE DESCRIPTION APPROVED INITIAL DATE a, I NDS 6 cu. yds. nitrogen stabilized organic q Iutu�ww q& /,o- I D T• I ,Q STREET sEwEn W 10 • amendment derived from redwood sawdust, u = fir sawdust, or cedar sawdust �� �� / cno al onAIN N I I , M TnAFFIC M Vii' c 15 lbs. 12-12-12 commercial fertilizer , FINAL CHECK o ` nw THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF �scoNST. CONTAINER-GROWN TREES AND SHRUBS SHOULD BE PREPARED FIM E�OPMENT ►o ► /�, ON. �+ •• vni + AS FOLLOWS: , ,fo�+► THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ^% 6 parts by volume on-site soil w 4 arts b volume nitrogen stabilized • �f �� INITIAL DATE �' N p y o q ��v/,�/ontso�r�Y LAND CONCERN DnAWN organic amendment 3► �/` / CHECKED •' CL 1 lb. 12-12-12 per cu. yd. of mix b ? NOTE' Z �" 2 lbs. iron sulfate per cu. yd. of mix NAME DATE . ti t' / LICENSE NUMEIER 1 2 8 3 FILE i W }�• J c // THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR O / COUMCTOR'SNA" USE CAUTION WHEBI APPLYING IRON SULPHATE < ~ a . ° T USE FOR BACKFILL PURPOSES. ,� .� �� CITY OF RANCHO CUCAMONGA a o o 0 j O c o FOR SDE. PREPARATION.MATELY AFTER APPLICATION ANY MAMMAL_ COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION 4ce // THAT NAS CORE N CONTACT WITH C_a- SHAT BE SWEPT OR. PROJECT � Cn Cn WEST GREENWAY PARK - SHEET ` F - - HO$ .OFF SI AtCE TO AMOK RST SHEET TITLE PLANTING PLAN 0 APPROVED APPROVED ° ` 10 DAZE =commuNIirsEnVICES DATE CITY ENGINE€R J 1a: F 12 SHEET 9 of 12 v L • DRAIMNG NO:�+ 0 1 EAST FILE CORP. IRVINE, CA EFH 24 WEST C EENWAY •:-� as SEE GREENWAY CORRIDOR PLANS FOR CONTINUATION itrrrrriirrrrrrrrrrrrrrrrrrrrr �1 III ul_ r(iiiirirrrrrrrirrrrrrrrrrnrm I ' z _P I . r 1 O � � Z X ® An • ' - 4M " <fiT v r L �M 40 n 3 D 0 n • Z� � rn r - O m ! r • .m0 < T - 00 -� R D Z\ T O • N , 0 M _ m g - / m > , r _Tm to ➢ _, • 1000, m • -- -� 0 0 �{ N m - 00• 1 �, r- �i o � MY • R• _ L P o - Di b • yl I+ Z / • F TOgM D t s.M'I q A.�1�h E DF 1 00 Z J % Z, A s • • � J avow ` - it low Hill. , t ►+ '� - � �e ,per •. of • � - Fes_ J m J ^ L m , D Q UI s r -� m 4- O , m / C ''C * cE�'S m W , 7p NA � • z p y } V N �� � �' ►tnrrrrnrrrrr • - � � r►r►rr►r►rrr � r �l►ttti�rr�nrrrrrrr►rrrn � Cx n SEE GREEN r►rrrrrrrrrrnrr ` , m T WA y rrrrrrrrr►rr►rr►►rrrri ! N zr FORCORRI ►rrr Y p o n O n r Y CONTINUA T R PLANS ►r r ►rr o,Vo K 01 rr►rrrrrrrrrrrrrrrrrrrrrrr ' mm m ~ Z O Z tn; - u m C� (j) { -n - m . 0 � - I _ < > p 0 mm Z Z O - M � 0 n - Z z ° = m rn H D 0 mn C - � I o. Z m tA y " ^ .4 T • 'J T n En .► 0 O tn. o � � Z t - ZD . 0 PROJECT MGR. : SHEET TITLE: REVISIONS: m TERRA VISTA m DRAWN • � 4 2 ELECTRICAL - - i fi s?j I 12 .237 WEST GREENWAY PA • • RK y DATE . SITE PLAN SCALE OF 1.. ._ Q. LEWIS HOMES OF CALIFORNIA _ �� � • Goi>y' Q^' �^= %�`'� _ t3: "•+ 7'^!:! �a ; ; � .a. ..r f.ar. ,^S 4f-'a ! be rpSfr f,}hd to the original site for which they were prepared These plans are not to be reproduced, changed, or cop ed n any form or manner in whole or n part, nor are they to be assigned to any third party without first obta n ng written pernuss.on and consent from Land Concern Ltd Tale to the plans and specifications included herein shall remain the property of Land Concern, Ltd EA3i ME COPP IAWNE. CA EFH?I MEST C--REEM M/A'y d.Ewls A6,0mEs SEE GREENWAY CORRIDOR PLANS • FOR CONTINUATION IlillllllililTlllTlllllllltlll ll (� IUI 111 ll.l 11111111111111111111111111fi1t11 i 00 Z cM L •t ' O V IV / I •••• — - / 4 NZ: ," f T- 0 tTr 00 Z� -4 0 Im C\ 10.- w m WACD - M vi n z O T N -C • �/, �. � to / / rn ; s > w i = • f�, . r t i // • Z / • \ ` � ' • ! D C7 C- M 1. � • l '�'�' � � � Nom► , N - up T r , G r_ �• m-J � � t- cn fir. c � c3: 71y _ t 8 oT le ,t . 1. !. •,; _..1 � - O M -1 m 0 b • Tc O i 3 LLLLrrr - V _ sror ---� T m _ z ---� w V! —I . • -,cam N OD • t 14 • � r V C I►1►►►11►11►► r1►1►1►►rrr►l1r YT m _ � �o ntEtrGRlilEr►E►iNil►►Ir1i► 1►11tirt 1z m ,Mn WAY CORRI 11alli11111111 1r►r�lnn FOR R PLTIN qT gNsrrl ►111 J�/ -� 11111111111 co 11111 M Z � ' Z,, � m y 1111111111 -1 -� v C • •n M w n W y M - < D O - ' } rn M Z r m Z m.= m o M C� Z m 1 -i n 1 - _ ` 0 < O m o < Z .. in o D F TRIFIRIIPPR PROJECT MGR. O • SHEET TITLE: �vM REVISIONS M TERRA VISTA Ri DRAWN : N M 0 _e/3�C�'f PG.GoMMF�1rs f • .. ELECTRICAL r t, .► ,� • � � �, t e T DATE . SITE PLAN WEST GREENWAY PARK Q ; .l tit 110. �x= � Il 12•�1 � SCALE 1,: so•- o, LEWIS HOMES OF CALIFORNIA . .. fig_, -,.a:{ - ,� -•. - -Copyright. Land Concern Ltd t Th f -'~ - <- - > • --. : �-. _ 983 a use o these plans and specifications shall be restricted to the original site for which they were prepared These plans are not to De reproduced, changed, or coped in any form or manner in whole or in part, nor are they to be assigned to any third party without first obtaining written permission and consent from Land Concern, Ltd Tale to the plans and specifications included herein shall remain the property of Land Concern, Ltd. GENERAL NOTES & SPECIr�ICATIONS ELECTRICAL PANEL _ ''�" M• ; VOLTAGE i . VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS (ELECT IICAL AND � � hl MOUNTING �i I��AC E _ BUS SIZE - ELECTRICAL SYMBOL LIST AA TELEPHONE? AND EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING MAIN_ L��s �N 1' BID. SUBMITTAL OF BID INDICATES CONTRACTOR IS C013NIZANT OF ALL J06 SITE ' v GOND Z T Z ONS AND WORK TO BE PERFORMED. ` CIRC ��� OUTLETS WATTAGE �--� _ SINGLE FIXTURE ON POLE SAS SPECIFIED BY LANDSCAPE ARCHITECT. 70 r J REMARKS WATT HIGH PRESSURE SODIUM WITH 120/V BALLAST ON 10' POLE (TOTAL c,N1IECT �• THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS (CLOSELY AS POSSIBLE AND REr ER NO• AMP POLE LTG AEC OTHER �A �B ' �C ' WATTS PER F I XUTRE =90) � V TO ARCHITECTURAL DRAWINGS FOR. DETAILS, STP..UC7URAL DETAILS, EXACT EQUIPMENT Y C �l if o i - • I U 1. AND OUTLET LOCAT I�1NS, ... - � y y � i`- '0 II II 'J PRECAST CONCRETE PULLBOX WITH PARKWAY COVER (QUICKSET #E-16 OR 3. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. MAIN SWITG>HQ�RD Mrd I 3 EQUAL) aovl P 1 Q ) II' !� "rAP'I �R—h�RQ7 LOC 140►BLE COV E 4. �� LOCATIONtS DE EVERY QUI"_r HAL V R F,� * PR R. N o 4' I 'C �. ` . _ IQ EgL�_�A. 120�2¢OV- 1 5 o � � � c a ' i _ BRAC E FOR 5o KA I G � g 6 I � 3 3/4" CDNDUIT STUB-OUT. tC P AND MARK. NON-CEMENT ENDS. PROVIDE t, o S. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN COMPLIANCE PULL ROPE. MIN, _ � Q n I c S 21 �a WITH OSHA. IN NEMA 9 25R't(WEATHE R PROOFN CLOSURE • • o,� L 9 ` co K s/�z,o c CONDUIT RUN BELOW GRADE, MIN. 3/4" WITH THE FOLLOWING cO i 6. P.V.C. CONDUIT, WITH CODE SIZED GROUND, SHALL BE USED UNDERGROUND ONLY, 1F • -'-' G CON UCTORS: s: E APPROVED BY LOCAL CODE. INSTALL PER LOCAL CODE REQUIREMENTS. CONDUIT N3TALL. MiIJ. ,�•, lT WIT�'1 CIl'Y' PRIOl� • — - -- - - I�2, L1 M �G 8 P LLQ W Ga Re.l , V L I<1�Y , GU I RIG O AND STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED TAPE COVER- II 1 i 20 AGE - - 3/4" C. ; 3 #12 THWN ( INCLUDES GROUND WIRE) P. KF'Il.l. i INC OR PVC COATING. SEE II I G - 3 2 G� • 1'Jf� ! 12 - L I 5� -,T-- -+�+- 3/4" C. ; 4 #12 THWN i3 -4-• 44- 3/4" C. ; 5 #12 THWN; 7. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, 14 FA -��� - - 3/4" C. ; 6 #12 THWN r> INSTALLATION, CONtTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATING ELECTRI+CAL SYSTEM. A- 1.15_ I 15 • ^; o • HOMERUN TO PANEL "A" CONNECTED TO CKTS 1 AND 3. x * ,, : - I 17100A 16 T # ,� t �s,,�, o C 8. ALL MATERIALS SHALL BE NEW, AND OF THE SAME '1ANUFA+CTU>=:EF: FDF• EACH CLASS OF: METEt� � M I � h ,' � •, - i 8 GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND ARPF.OVED 6Y UNDEF:- � � •' c KEY. I i 9 o WRITER'S LABORATORIES, AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT � 1,I L INDICATES FIXTURE CONNECTED TO NIGHT LIGHT CIRCUIT. F,._ ri TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION I IaO AS 2Q _..� •, OF INDUSTRIAL SAFETY, AAD ALL GOVERNING BODIES HAVING JUR Z SD I CT I ON. F'' �Z) 21 r.. o MATERIALS SH.;LL BE MAN1j/AC7L;RED IN A+CICCF:DANCE WITH APPLICABLE STANDARDS 22 I, PLAN NOTE CALLOUT i g , I IooAF ' - Q :. ESTABLISHED BY A. N•S• I . , U. L. , N.E.M.A. AND N. B.F. U. . INSTALL PER MANU- 23 FACTUPERS' RE+COMMENDAT:CNS. I �'ti/�jE I 1 ' .' C 2 4 I c I I<T N- R W P WEATHERPROOF 25 �•�; r��p�; f � � v 9. ALL GONDUI 7 ���. ,, arr ,. �',i` n SHALL BE INSTALLED +uNl_c,;L"1 W};Er=:E PHYSICALLY POSSIBLE. ALL g(Jss� P��� L M1 }`r EXPOSED CONDUIT SHALL BE INTERMEDIATE METAL CONDUIT OR E.M. T. I 2� k L AND INSTAL- i I LED PARALLEL TO OR AT RIGHT ANKLES WITH ;HE BUILDING WALLS. IF VIEWED by ! i I'� " G W GROUND WIRE tTai o THE PUBLIC FAINT T - r O MATCH SURFACE TO ::N I+_H I T I S ATTACHED. 28 _ I �Y5?E M Gl?oulJp � ! 29 a i4. CONTRACTOR -SHALL CARRY OUT HIS WORK' V4 AC'._OPDANCE WITH ALL GOVERNING _ 3Q G ,� , : CONDUIT ONLY ,► . LANDING R , 4 J STATE, COUNTY, LOCAL CODE;,, O. S. H- ;., AND THE PFE3EVTLY ADOPTED NATIONAL I I 3i ELECTRICAL CODE c:N. E.C. ? . L�� PE k1 , �- � 32 R� M G.E.C. GROUND ELECTRODE CONDUCTOR �f! " �� ' " 33 ��I > �� 11. THE COMPLETE E!EI_TF:It_,iL SYSTEM Si-;r1LL _E +SP..OUNDE'0 IN AICtiOF'DANIIE WITH THE �/�'IC � I ��� u ' 34 ', ,�^�� �!1 � �`�� "� `'• �,� , ",�}Y „`' v PPESENTLY ADOPTED EDITION OF THE N. E. •:. , AP7. »D�c_,• - f r D PENETRATIONS _ 1 PEN IONS TO FIFE-FIAT-• -cC•r r �, ., Tr, _•- ____ � 35 , � � w., ��IT "ry"�k "���,,t � ^��� ` �O MA, .,=„� orAL_ BE E� f �REn '0 c�?UAL RATING AS � TELEPHONE BACKBOARD AS NOTED ON PLANS REQUIRED BY LOCAL ENF`F•t_ . ,, .., SE __ 35 .+mac J: .F. C ( - . - p t , t�$•'+<kr°"" 1" 5 ✓I R+I k'�2.5 a "d'� e MR. .� - F,y, y S 'SF � El - ��DE 1�QE- K. CO�ER 37 �,ry' '� �NI i I -AME .ter=r.L A `1F • ., '' ^ 9Y NE_SCN I HAr:F.:S .R _.:VAL. - .: II ELEC, �R�I IND" 38 r ` m G ISI Got-�p1�1 ;. � '�s� t is 39 PUBLIC PHONE OUTLET MTD. PER UTILITY REO MTS. I.Itt� 'r' yamw f � , r� ire y�„ F` E�c+�TF:It�AL I�ONTRAI=TGF SHALL SECURE A EI C _ - P ROV I r_ TAM PEI -PROOF' � � �M � :�,���� tri � .r�f CHARGES AND FAY F L- 1f=:�,�F, cU_ _ : VIS F!_-M:-rte, IU :L:T`! OR SAME. +CCCPDINAT_DEFT. , � C I 40 � r � s , SERVICE CHAT GES W:TH -HE PU I LD:�I+S DE=T , SE^ ::'14'G UT MF-PAR r _n I- 41 r"�'; 10 NC PAY F�,F' A E _, I Y, AND t N- , , � 4 av s ra tu'eR ',rh !��t��rpy,3tx a C JUNCTION BOX AS NOTED ON PLANS. A' COORDINATE TEP'IF•OF:AF:Y CONSTRUCTION =:Er!U IRE`'!ENTS ;�I ';� ALL TRADES PO: :2P TO � � b; o PEA PHASE AND TOTAL LOAD ���5 9 I ' V) CONSTRUCTION. Fo • I TILIT`r P. O• C �4�'t '�S� IFLE E%C�THrk0k.L T I► ,I G ,� II��r_ II Ic; c:I.A1•4f-- q� 5 �, Geo W. ,[ 14. COMPLETE J08 SHALL BE GUAPANTEED FOP A PEP:-^ ^F LONE !E rF-_- -� 8 � X I'Z DP � * U HP- I�aTE�1 FUSIBLE DI N T I tT►•J � ���!`` � �t E OF I::C_E P T A B Y __ v .�- A P :.A 7_ L 6o I(00 w 5G0 1.1FL S WEIGF-� LJ FAULTYAN+.c OWNEI-.. ANY WCF:: ^�'r_^ OG �� r"'!E''1T =OI ti^ -c �OTTnMLE:'� L C . x 1 .25 s ,7G� W - FLJs�s �IZEp PEKE P'IFiZ;, f2EGJ�P'1M c�•-r'lo►,1s � ,a k , r n _ _ , _ ' _ F=__ __ -_ - --- - I OTHER x � �I�� >Ja,.._� ELI- 5 I � �,: SOURING THA 7 `- nn L � ^,n _v T',1.1 Jw =,'1w J ` � II /�I O I�^ � r� II �x� �r Pr �, � 'b��k Y y � 5 X • C CAT_Or:, AT THEEXPENSE OF THE F_ _+:'' _ • _�T __-' - _ •� � _ = '+- - - C31'�C�1 I�-I C> l�I /g� �It:_' -wI•� I I� LOAD : 20� W m � � 3 W PL\h hI N <'�/E R ROD E K A ' T- - AMPERES 3 • -�. _r � ` � � r ' 7 � �) � TOTAL s � �I� W �,� � � � �� ' ��' " r""� rfi"'+�'1, `�,���pi,m,�;Z A�,� Lam. E IRFCTI,j ! c 15. CONDUCTORS SHALL 6E CODE GRADE, 6i VOL' +(:LASS, tCOF'F•E" , Yi;i="F;.:c,'u C.;" ALONG aL�AC� �r TO II M�II I IT' S LENGTH SHQWING MANUFACTURER' S NAME, MAXIMUM ALLOWABLE VOLTAGE AND SZ ZE�- -GONDl1GT8i:5�--�' ALS� -� - PE -T�IWI�F" c.i�ET' > .flF: "THHN" +.JF•Y). DELIVER THE o �OTE ,5 • A r I - WIRE TC THE SITE IN UNBROK=EN +CK PA ..AI ES. PROVIDE O PHOTCEL- «PC_1« ON TOP OF RESTROOM BUILDING ! � FACING NORTH AND WIRE CIRCUITS SHOWN 'FOR "PC-1"-"ON-OFF" 16. ALL CONOU ONLY (C.0. ? SHALL HAVE A c U;.L W I FIE OR ROPE. c OPERATION. t QI I:RrOUIdGi E RC,DUf�1tDlNG EL6C�'RODE COFZ�NDUGTO3 �. O :7. USE ONLY COMPETENT AND Sr'I LLETr PERSONNEL AND PERFORM ALL WORK, INCLUDING E'ER G2,50NEAAT- , � ZO -81 C0.)(b (CPROVIDE PHOTOCELL "PC-2" ON TOP OF RESTROOM BUILDING n AESTHETIC AS WELL AS ELECTF"CAL AND M=;CH"N:;_AL ASPECTS TO STANDARDS FACING NORTH T I MECLOCK "TC-1" WITH BYPASS PROV I S I ONS, D CONSISTENT WITH THE BEST F•RACT I CES OF THE TRADE. • �G ' E ' C• S�tAl-L C3E !'S►4RE #� 6 CO PPE FZ, AND 4P RELAY WITH 120V COIL. WIRE CIRCUITS SHOWN FOR .. L "PC-20-"ON"-"TC-1"-"OFF" OPERATION PER CITY OF RANCHO ch IS. ALL ELECTRICAL SYSTEM CONDUCTORS SHALL BE INSTALLED IN APPROVED RACEWAYS. CUCAMONGA REQUIREMENTS. C �IQN_M�TA��II:: a�.-�ATH�eQ Q��� ,�Sz NC_ AF'�'kOVED_ Z OP o� � r o � 0 e C IN NEMA "3R" (WEATHER PROOF) ENCLOSURE. , c _ a, 19. PROVIDE MAIN UNDERGROUND PULL SECTION, METERING, MAIN DISCONNECT DEVICE, - - -- I II — N AND BRANCH CIRCUIT LOADCENTERS WITH PATINIBS, COMPONENTS AND FEATURES IN > N SINGLE -LINE DIAGRAM O �3� ' II" ' ' ��` • •' ,-, N STRICT A CCOF,DANCE WITH THE SERVING UTILITIES AND CODE ENFOFC~I NG S C ALE b I--'�:��/i mit !� L.- O F AA , 1'V I J B V��.�I�;� � � � -Cit �,N� ro NONE PRovlc�rr a 1' I I W Q Q Q Q Q !< AGENCY. ( ) /4 C .O �I IT S-O INTO LAN Oc;cAPE AjE,d. . V ENTIRE METER �,SSEMBLY SHALL CONFOF:M TO THE F:EQU I REME`NTS OF THE SERVING CSF' .ey,ND MAi�k. NO C'F1+•tF NT a o N TILITY, AND SHOP DRAWINGS THHEREFORE SHALL BE SUBMITTED TO- THE - .. 4 cc ♦ RESPONSIBLE UTILITY CONTACT FOR APPROVAL_ PF:IOR TO FABRICATION. LOAD- ->.� „ CENTERS SHALL CONFORM TO THE FOLLOWING: S GENERAL NOTE: RESTROOM BLDG. INTERIOR S EXTERIOR LIGHTS TO BE CIRCUITED AND CONTROLLED PER ARCHITECTURAL PLANS. A) PROVIDE FULL-SIZE MOLDED CASE THERMAL MAGNETIC, AUTOMATIC TRIP, PLUG- o A IN/BOLT-ON TYPE, 10, 000 RMS SYMMETRICAL AMPS, MINIMUM. _C 3 20. PROVIDE ALL LAMPS, HANGERS, LENSES, ETC. , FOR A COMPLETE LIGHTIN+S FIXTURE. • E h • , �,: "7�, i. .cQ ♦ ; 1 . WHERE IT BECOMES NECESSARY TO DF:ILL INTO OF: CUT THF:OUGH ANY EXISTING � L + FLOORS, WALLS OR CEILINGS TO PERMIT THE INSTALLATIOr� 0= ANY WOF*" UNDEF, W THIS CONTRACT, OF: TO REPAIR ANY DEFECTS THA' MAY AF'F EAF TO THE EXPIRATION t + .. I f �•^ F THE WARRANTY F SUCH CUTTING AND PATCHING SHALL 6E r_,; NED E TRADESMEN -- � E EXPERIENCED IN THE WORT; REQUIkED. CONTkA+CTOF: SHALL PAY FOR ALL COSTS w i~ REQUIRED FOR, CUTTING OR REPAIRING. ALL FINISHES SK46A, MATCH EXISTING OF. . : � E u y NEW ADJA.;ENT SURFACES. 1 :22'. ALL BROCHURES, OPERATING MANUALS, CA7AL013S, SHOP DRAWINGS, ETC. SHALL BE o• I �/ T TURNED OVEP TO THE OWNER AT JOB COMPLETION. .i. Q � �� ro a CS. CONTRAcCTOP: SHALL FURNISH AND INSTALL ALL POWEP, CONTROL W.!PES, CONDUITS Z� M � AND OUTLETS TO RENDER IRRIGATION EQUIPMENT OPERATIVE. REFER TO IRRIGATION x � DWG' S. FOP: CONTRO1c SCHEMATICS. a OV o ALL SUBSTITUTIONS SHALL 9E-SU9MITTEO W WRITING TO THE ARCHITECT AND CITY BLOO.OFFICUL 24. TEN ( 10 ). DAYS PP..IOF: 70 BID. SUPMITTAL SHALL INCLUDE, BUT NOT BE LIMITED T0, COST � � V �� L V SAVINGS, IF REQUESTED, ALL ITEMS WIRED FDF: 1-20 VOLT OPERATION WITH PLUG, , LL A THE ENGINEERS' OFFICE, WF:ITTEN F;EASON F"OF. SUBSTITUTION ANI✓ A WRITTEN • ' STATEMENT 'HAT IF THE SUBSTITUTION IS AP'P'ROVED, THERE WILL BE NO DELAY IN > v, V z p DELIVERY, CPLAS R:CONSTRUCTION TIME OR DOST TO OTHER TRADES. SEE NOTEULuPROVIDE ENGRAVED ' IC NAMEPLATES FDALMAJOR FIE' 1 Un: ECILI MENT. r 1PLATES Si-.ALL BE C FLY, bLACkFACE', WHITE CORE WITH 1 ; 4" HIGH CONDENSED w GOTHIC LE-TE=ING. SCREW-ON ATTACHMEN`. ONLY, NO CEMENT. • O M .26. PROVIDE 7=tE OWNEF' WITH ONE c: l 7 SET OF +_OMF'L_TE ELE+=TR:.ALKMYLAR AS—SWLTS• w P N THE COMF'__':ON OF THE JOB, SHOWING ACTUAL DEPTHS AND LOCA'IONS. 3: ro I ro WHETHEF R NCT THE AFCH:TECT APPROVES A PF OFOSED SUBSTITUTION, TH=_ TCONTRAC:TOP SHALL PROMPTLY, UPON WP:T TEN PE;:E:F•T OF THE APCH I TE'_TS PILLING, , r I iii o W rEIMBURSE NIM A' H:S PUBLISHED HOUF:_Y FATES FDF' HIS T:^�_ AND HI. ,,r }� --j CONSULTANT_' T:t'IE FDF' ALL TIME SPENT IN EV:,LUAT:ON OF THE PROF•Q-_ 5^>S S�8�- � r e; n CIL 1 _ C Lu .—. LuL • • • • v 3 O Z o Cco S n 0 v _o I R E V I S I O N S rC11a CI T Y USE OuLY O Q V i UATE DESCRtP11O4 APPROVED INIhAI DATE !"- ; VimI SanEET W: , L Lu y .1 :�,iEI n W VE CONTACT - GnD a prang, z m z L ' RANDALL V. MOSS TnAFFIC The Lighting Design Conforms In FINALCtIECK w General -Compliance With State Of California Title 24 Energy ASCor,sT Y _ I � Standards. TI+ESE PLANS WEPIE PREPARED BY. FOR PRIVATE USE a r- W . KSSOC-IATES, INC. PENETRATIONS TO FIRE RATED IMTERIALS BRAL) LAND CON INITIA� DATE , , Z � J N BE RESTORED TO EQUAL RATING AS REQUIRED b1 CERN pnnwN C CONSULTING ELECTRICAL ENGINEERS.LIGHTING CCNVSULWVTS i X ( t ro LOCAL ENFORCING AUTHORITY. FLAME SEAL AS CHECKED �-� .. M V n t5t ICalrrluS DrNe.K•t •Costa Mesa.CaMforraa 92626.7t4-557-%7t MFGR'D BY NELSON ELECTRIC. (Ph. No. 213- 1, 4040 AWW W Street•RNMWe.CaWo,rra 92SOI •714-787-1800 NAME .. to N 415-1774 Mr. HARRIS) OR EQUAL. DATE U = . Q c LICENSE rIUMUER 1 283 FILEW M J O L UTILITY CONTACTS CITY OF, RANCHO CUCAMON GA OctU = 4 � a o o � ;F COMMUNITY SERVICES DEPARTMENT. PARKS DIVISION PROJECT NAME L TELEPHONE Cn WEST GREENWAY PARK °° (� C ...1 •C • E G '�' S++EET TITLE ` SHEET �< o ELEIZTRICAL NOTES, SYMBOLS a AbDTAR� ESS; — h.o E-3tog 513A DDREIs P o pox 3q to & SINGLE LINE DIAG. LI 1�y� IQ/ �-� • I I �O ONTfAI'CIO� C •• I a0I - (t�5 1 APPROVED APPROVED o HONE : ��-11¢) 94-�1•- 22'1 20-1 WEi T 11D4 'o,20-87 Q. <' 5 D)qp S�-REEF COI-MU1411 Y SERVICES DAT' Cir ENGINEEq J PLAW N ER :-- •MIKE BEARD PI+oNE "11� - 2ro �� SHEET 1 1OF 12a' OF 1,2 c DnAMNG NO. 0 .. .. ....:r,t...<xYRwfx.....::.._:wwMY.uw.,x+.w..,_....,., ....y..wY.e a.,,.p. ur.,...vyN% . '.:.K..,. h • . _ _ _ - . . . . __ . . .. . _ _ - -, . . _, _- ____._. .__._•_-- - -- _._._._ __ ._...,. .-. ...._ - ..._..... .,�_._.__- • r . I , 1 + . a t . .I; d 1 • J a P�CNITECT m (6, At the conclusion of the Pres tyre test. the head shall be installed and C. Commercial fertilizer shall be delivered in sacks with wsnufacturer's label U C N C R ETE I R RIG ATI O N tested for operation in accordance with sign requirements under normal IQ WATERING .k O � showing weight and analysis attached to each sack. All sacks shall be saved to veru operating pressure. Contractor shall verify head pressures with Pitot quantity used. Where fertilizer tabs are indicated gro-power shall be used. y A. Immediately after planting, water shall be applied to each tree by weans of a o�C�' yes �� � U WORK SHALL BE IN ACCORDANCE WITH SECTION 201 ANO 208 tube and adjust valve to correspond with desi n pressure. v OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS7RUCTI0�1 g •• STAKING MATERIALS hose. The water shall be applied in a moderate stream in the planting holes 2 M 1. SCOPE 1. SCOPE 0. Installation of Ring-Tate PYC Pipe until the material about the roots is completely saturated from the bottom of `r hQ °° w F ani h n n r Furnish •11 materials, equipment, services. supervision, transportation and labor 0) Except as wry be noted in other parts of the Specifications or on the A. Tree staking shall be as per plan. ' the hole to the top of t1►e ground. a S p i- o u s • d 1 stall all cont ate work tompltte as indica ted on the drawings and drawings, installation of Ring-lite pipe and connects fitti B. Ties for boldin per plan, `. Plants which cannot be watered efficientl with the exists ester stem Sonified including: necessary to perform all irrigation work complete, including: drawings and specifi- ng ngs shall 9 trees shall be as Y ^g aSY w; 6 Z o cations; service marwals; record drawings; loose equipment; guarantee; materials; be outlined in manual as furnished Dy pipe manufacturer, or as set forth shall be watered by means of a hose. Nd a A. Furnish and set all reinforcing steel, bolts and anchors. by the Johns-Manville Company Manual /772-62A. This sMil include but 1 G GRADING AND S OIL PREPARATION C, Apply water in sufficient uantities and as often as seasonal conditions re- � ° and installation. not be limited to, the installation of the pipe at the proper depth and quire, to keep the ground wet at a11'times. well below the root system of �QI& �! a t. Install all items required by other trades which •re to be cast into concrete. the correct location of concrete thrust blocks of adequate sizes. Con- A. Contractor is to finish grade to within 1/10th of a foot or 1" below paving grass and planting. Care is to be taken in watering slopes so as not to �� ! c C. Concrete wow strips, footings for: wills, fencing, benches. etc., where Z• - DRAWINGS-AND SPECIFICATIONS tractor shall make avails e t services o the manufacturer's represen- where paving exists. cause erosion damage. :;, c applicable. tative at the start of the installation and wa be i t{ A. The intent of the Drawings and Specifications is to indicate and specify a y requ red from time to e. Moisture Content - The soils shall not be worked when the moisture content is y `0 p time during tonstruttion. 0. Following the planting of ground cover plants furnished in flats, each plant E complete and efficient sprinkler irrigation system. so great that excessive compaction will occur; and not when it is so dry toot ,shell be immediately and thoroughly watered by means of a hose with a slow- o •� I. GENERAL (2) Each line shall be tested at a pressure 50 PSI realer than the wonu- dust will forty in the air or that clods will not break readil W ter shall B. Plot dimensions are approximate. Contractor shall carefully check And verity tacturer's recomwcnded working pressure for a period of two (2) hours, be applied if necessary to provide ideal moisture content forytilli and for running stream of water. ' • ` All requirements of subsection 3.31. standard specifications for Public Works all dimensions and shall report any variations to Owner and CITY ng construction. sM)1 apply except as specified herein. C• Due to the scale of the Orawin s, it is not possible to indicate all offsets. frith the couplings and connections exposed and with the center of the planting. „ w g pipe section sutficlently supported to hold pipe in place. !1• TREE STAKING C. Preliminar Gradin - Preliminary Grading shall be done in such a wanner as to c fittings, etc. , which way be required. Contractor shall carefully invests- y q a m 3. MATERIALS ate the structural and finished conditions affects E. inklers anticipate the finish grading. Excess soils shall be removed or redistributed A. St�ce all non-guyed trees at time of planting by placing stake in the prepared y L g ^9 all his work, and plan hole and drivin it l8" into solid round. Plant the t ee as close tote a m ng y. g g y g (1) All nozzles os stationary pops-up sprinklers shall be tightened after before application of fertilizer and mulch. Where soil is to be replaced py 9 9 his work accords 1 Orawin s are enerall dia rammatic and indicative of lants and mulch, allowance shall be made so that when finish radio has stake as possible without crowdin the roots. Fasten the tree to the upper rt �` v end of stake in at least three places using '� ti N 0 A. Portland cement shalt contorw to ASTM-1150. Type I or Type II. the work to be installed. The work shell be installed in the most direct and p 9 9 g installation. All sprinklers having an adjustment stem shall be adjusted be un, there shall be no deficient in tet 9 y specified depth of mulched planting B. Concrete aggregate shall conform to ASTM-C33. workmanlike manner, so that conflicts between sprinkler systems. planting and on a lateral line for the proper radius• diameter and/or gallonage. beds, v°° `' '` U architectural features will be avoided. B. Trees 16" box size or larger. shell be immediately guyed after planting With y c C. Water shall be clean. free from strong acids, alkali. oil or organic writer. - (2) Sprinkler heads and risers shall be installed according to details. 0. Weedin Before and durin reliminar and finish rads � guys per tree, or as directed b the L.A. r "� `, „ �9 - 9 D Y g sg. all weeds and not less than three y ) D. Admixture for all formed concrete shall be SIKA Chemical Corp's "Plastiwent"• grasses shait De dug out by the roots and disposed of off site (except those ;. 3• SERVICE MANUALS F. Valves (1) Protect bark of tree by covering wire with green 1/2" diameter rubber � " �. p.:-+r ,, �� o or approved equal. applied in strict accordance with manufacturer's directions. weeds and grasses not of the perennial type. less than 2-1/2" high and not hose Contractor shall furnish two (2) service manuals to Owner and CITY, manuals may be loose (1) Remote control valves shall be adjusted so that the most remote sprinkler bearing seeds, which may be turned under). Oats wore than 2-1/2" high and not " " " r a: �'` S? E. Reinforcement: reinforcing steel ASTM-AiS and ASTM-A305. leaf and shall contain complete exploded drawings of alt equipment Installed s heads operate at the pressure recommended by the head manufacturer. Re- bearing sleds way be turned under. Perennial weeds and grasses to be removed (2) Guys to be anchored by 2x2 x2 redwood driven flush with finish grade or �+ �, Wirefabric: ASTM-A185. showing components and catalog numbers together with the manufacturer's name and mote control valves shall be adjusted so • uniform distribution of water include, but are not limited to. the following: 1"x2' galvanized pipe Tn rocky areas. f, ,, •+ I u' n F. Forms address. Additional sheets shall cover operation instructions simple •Hough to be 1s applied Dy the sprinkler heads to the planting areas for each Sods- ' Nut Grass Puncture Vine Dallas Grass Mustard Plant St. stint firass (3) Guy wires shall be 112 ga. galvanized wired. Mark guys with 3'-0" ' 4 � ' y " " understood without specialized knowledge. vidual valve system. Lon 1 c (1) Lumber shall be construction grade douglas fir. Alfalfa Johnson Grass Wire Weed Morning Glory g /2" dia. white PVC pipe. ,` • a (2) Plywood for forming of concrete which is exposed shall be PlyfoT-m. 4. REC ORD DRA WINGS (2, Quick coupling valves shall be set approximately 12" from walks. Curbs. E. All Planting •rens shall be scarified to a depth of 12 inches below grade with (4) Guy lines are to be tightened to firm tension. .0 C headerboards. or paved •rens where applicable. All plywood used for forming shall be at least 5/8-inch thick, and edge p the spacing of the ripper teeth no greater than 12 inches on center prior to , � l sealed. Contractor shall PROVIDE from Owner a MYLQR transparency of the sprinkler layout placing conditioners and fertilizers. All rock and debris more than 2" 1n I Z E SP A LIE RING OF VINES f u I m and Park the exact "as built" arrangement including locations of all equipment diameter shall be removed from the site. • i - ' r C. Expansion joint filler shall conform with ASTM-01751 (premotded). installed. Locations shall De shown from easily identified permanent teaturts All trellises and stakes are to be removed from plants and the plants shall be < o Such as sprinkler heads, buildings and walks. The "as built" drawings shall be G. Valve dozes F. Trenches - if sprinkler system is installed after grading and fertilizi^g is fastened and trained against fences or walls as directed by the L.A, and CITY . t, 'y. iI1 ;- - 4. CONCRETE drafted employing a Competent draftsman. After final inspection and before tir►al co a etet d. the upper portion of the backfill shall be retilled and fertilized `• ,' = payment, the transparency shall be delivered to Owner. INCLUDE CONTROLLER CHART. (1) Valve boxes shall .be set one-half inch (1/2") above the designated to the depth specified for the area required, to conform to the specifications. 2Z CERTIFICATES ,,,µ ��`,. ~ A. alit �► SEE TIDIES OR IRRIGATION SHEET. t;ntsh grade in lawn areas0and two inches (2") •bore f1M sh.grade in °' ,� +F , a (1) Contractor assumes responsibility for the design mix and guarantees the & LO OSE EQUIPMENT Ground cover •rtes. "'`, 11. SOIL CONDITIONERS In, addition to any other certificates specified, Contractor shall furnish a cerci- "m' . ,� ified ultimate strength as indicated or specified herein. ficate with each delivery of bulk material , stating the souse, quantity and type of �,y.• j ` ` " w ' x,° ' c . spec Loose sprinkling equipment, operating keys and span parts will be turnlshed by tet A. In all planting areas the following application shall be made per 1.000 square material and that the material conforms to the specification requirements. for ;r;; " ": m (2) Concrete. minimum 28-day ultimate strength shall be 2000 psi. Contractor in quantities as shown on plans or in speciflcatloss, feet of area and shall be thoroughly cultivated in two directions into the top Dulk delivered or anis fertilizer, the certificate shall also state the volume. +" "' N. Automatic Controller Location and Inst•11•tion g """'„ o (3) Ready-mixed concrete Shall conform to ASTM-C94. 6" of soil , and the area watered down: net weight. percent of Nitrogen•and percent of Phosphoric acid. For each fertilizer i•, . r ' y, tY �� W hP�,; � U Z GUARANTEE (1) The automatic controller shall be Installed at the approximate location Where fertilizer tablets are indicated• gro-power 12-8-8 tablets per manufacturer's and soil conditioner, in containers. a similar certificate or invoice shall be fur- • � �� c B. Proportions and Consistency shown on the Plan in plumbinq chase at restroom builds GPGC-S Wished stating total quantities by weight and volume for each material , These ) j a 1 The ro rtions of • regale to cement shall provide a dense Fixture A. the entire sprinkler system shall be unconditionally guaranteed by Contractor ^g ( ) P •s to material and workmanship. including settling of backfilled areas below (2) All local and other appltu bio codes shall take precedtnca in connecting certificates shall be submitted to the L.A. and Owner and CITU prior to the start of t� 4, which will readil work into all corners of the forms and around all the maintenance period. y grade for a period of one (1) year following the date of final acceptance of the 110 volt electrt u 1 ssrvtce to the controller. Owner shall provide B. Prepare soil mix for backfill in its for trees. shrubs and vtrxtf. other than `' ,9 N f: � ° reinforcements without any segregation of Lhe materials, cause excess free water to collect on the surface or cause excessive bleeding of the work. pOwr to controller. Contractor shall cowplett hook-up to controller. p azaleas. ferns and palms •s follows: I" ttsi ? % ` f F y3. a iF aid, r 1 e V K 24 PROTECTION kf � I ,„ the forms. d. If within one ear from the date of completion, settlement occurs. and adjust- (3) There shall be adequate cover• of earth 18" mini m) over the 24-volt 1 �N'8x •, � e�f',�; o Y � ( � Amount/cubic yard: � #�,, �� k est ��� a,� �, , mints in pipes, valves and sprinkler heads or paving is necessary to bring tet Con N of wire. install wlrt in trench and provide • minimum of 4" vertical Aontractor shall carefully and continuously protect all areas included in the r � fiii <,V k t ^'1 4. tsvr ''l til c (2) the recommended practices of the American Concrete Institute shall be a 60X D volume on-site Soil Contract, includin plant materials, fences, supports. etc.. until •finalrry' n ;3Y. ° ° system or paving to the Draper level of the permanent grades, Contractor, •t distance below main lint. Wires art to bt taped into bundles at 10' intervals. Y 9 �i�n" ,.„ r$ g: xaa�,,, , 0 followed in all applicable procedures. The maximum slump shall not exceed part of the work under his contract. shall make all adjustments without extra 40X by volume organic amendment acceptance of the work by the L.A. and Owner.and CITY *"" � ., V. , ia,, il'; v I. Control Wirt 1 lbs 16-12-1? r cu. and �� + ,�, w,, � , c 3 inches for footings, slabs ongrade, and Wass concrete; 5 inches for o cost to Owner and CITY, including the restoration of all damaged planting, paving Pe Y foundation walls. or other improvements of any kind. (1) All tlsctrlcal squlpment and wiring sheit comply with local and state 2 lbs. ltoon yiphhate, er cu. yd. h� ,�,,�;;� ? ,, c C. Control codes and be installed by those skilled and licensed in the trade. natural iz d >�+r shavTr�gs 2S. MAINTENANCE P1•ntin its s�Tail be excavated twice the diameter and twice tet de th of the g C. Should an difficulties develo within the s titled uarante• riod which g P P 4 i"?,„ " �' h y P g rootDell . Backfill shall then be added as outlined above. A. Contractor shall maintain a sufficient number of men and adequate equipment *,, � �` ' + _ The Concrete ualit ro rtions n i n Owner feels may be due to inferior ma teri•1 and/or workmanship, these dtffl- 1 (2) Cosntcting and spllctng of wire •t tet w lues or 1n the field shall be to erform the work herein specified. Plant maintenance work shall consist "win 4n*"r;, 7ti° ,�•�! E q y. p po co s ate cy. etc., is subject to the P " , , , r n culties shall be iwu+edi•tely corrected by Contractor to the s•tisfartlon of wade using • Ralnbird Psn-Ilia connector, ALL SPLICES MUST BE iN VANE BOxES C, �- • of a 1 in water weedin sarin for Tants includin roundcovers. shrubs , ,'.. .+° ' ,` Vey,` • o app oval of Owner, and CITY, and no changes shall be made without his prior wrltte " y , PD Y 9 9. 9 D , x ., 1 a approval. Owner and CITY at no additional cost to owner and CiTY. Including any and all OR 8 ROUND PVC BOXES AND LOCATION NOTED ON AS BUILTS. g g other dam• a caused b such detects. J• lackflow prevention Units and treks, edging, aerating and mowing of lawns. fertilizing and control of z. ik^ ) ° �' f ', :lf^mqq,,�, " c 9 Y pests d disedseS. q � �*�Try F as�wjro ��ay 0 The backflow prevention units shall be installed as shown on Plans and Details. „�NiWV s �� A'nd' y , - S. FORMWORK • B. Damage Lo any planted area shall be repaired immediately. Depressions ' , Ty)xrys � ;, �I' ; ' 4 It X MATERIALS + caused by vehicles or foot traffic shall be filled with topsoil. leveled and ��' °� ' � �' ":� o A. Forms for concrete•work shall be either metal or wood. Forms that are D. The prepared• soil shall be uniformly blended in an area adjaceAt to the plant- . A. Pipe and Fittings in replantbd. Exterminate gophers and moles, and repair damage. warped or that do not have a smooth straight upper edge shall not be used. g work and shall be accurately proportioned using a suitable measuring con- c Forms shall be set with the upper edge of the board true to line and grade to mer. Unused excavated soil shall be removed from site. Protect the mix C. The entire project shall be maintained for a period of 90 days commencing 4 (1) Brass • Brass pipe she11 be IPS standard weight BSX Red Brass. F1ttings M and shall be staked rigidly in place with stakes set not more than four feet shall De with standard 125-pound cast bronze threaded fittings. from water until it has been placed in backfill around plants. from the time all items of work have been completed to the satisfaction of ° � (4') apart so as to remain immovable throughout the construction. All forms L.A. and Owner,and CITY. 1" • shall be approved by Owner within a tolerance of one percent (i%). All (2) PVC Conduit - Pipe that is used for control wires shall be PVC conduit 1 2. FINISH GRA DING r 0. The project shall be cared for in a neat clean condition at all times to materials shall be accurately and separately weighted and mixing shall con- Schedule 40. Type 1220. All wires under paving shall be installed in LAND SC A PE CON ST R U CTI ON the satisfaction of Owner and L.A. and CITY. ° 4` time until the distribution of material is uniform and the mass of concrete PVC conduit. When preliminary grading, including weeding and fertilizing, has been completed and o' is honageneous. the soil has dried sufficiently to be readily worked, all lawn and planting areas �. CONTINUOUS REMOVAL OF ROCKS THAT SURFACE DURING MOISTURE.FILL VOIDS. r- ! (3) VVC flormal Impact Pipe-Type 1220 (PVC Schedule 40 480) • • B. Two and one-half (2-1/2) gallons of water per cubic yard, shall be withheld , 1. SCOPE shall be graded to the elevations indicated on the drawings. Grades not otherwise 2 4 L A YIW MAINTENANCE 3 (a) Type II Grade I Nigh impact pipe. indicated shall be uniform levels or slopes between points where elevations are WATERING = WATER EVERYADY ONCE PER DAY FOR TWO WEEKS OR AS REQUIRED T9 MAINTAIN OPTIMUM from the mix at the plant, and alt or a portion way be added to the mix at the A. -- t 1 given. Minor adjustments of finish grades shall be made at the direction of the MOISTURE AND THERAFTER GRADUALLY REDUCE FREQUENCY OF WATERING TO THREE TIMES PER WEEK. • job site as directed by the Inspector. The concrete shall be mixed at least (b) Outside diameter of pipe shall be the saint size as iron pipe. the work of this section includes all labor. materials and equipment required to L.A. and CITY if re wired. CONTRACTOR SHALL CONTINUE TO MAINTAIN THE LAWN UNiII FINAL ACCEPTANCE BY TME L.A. a 5 minutes after such water is added and not less than 3 minutes of this time complete work indicated on the drawings. The work shall be performed in actor- q �_' • (c) Pipe shall be worked at intervals not to exceed 5' with the THE OWNER, AND CITY. shall be immediately prior to the discharge of the batch. Total mixing time followin information: Manufact++oar's name nominal i size PV dance with the best standards of practice relating to the various trades and under Finish grade shall be a smooth, even and uniform plane without abrupt change of sur- F rtili in - A 1 16-6-8 at the rate of 5 unds r 1 000 s uare feet •• _ after addin ori final water shall be at east 15 minutes. g P C the continuous s rvislon of • c g 8. e z pp y Do Pe Q g g t cape omnpetent foreman, c•paDle of interpreting the face. Soil areas adjacent to Duildin s to allow a natural run-off of water, and >, ype and grade (i.e.. 1220) schedule. NSF approval and commercial rem wee s after installation and water immediately thereafter. °^ c C. Concrete which is not placed within 90 minutes after the introduction of cement g drawings and these specifications. The work included in this section is as follows: surface drainage shall be directed as indicated on the drawings by remodeling sur- • standard desi nation CS 207-60. `� and water, and concrete which has stood for 30 minutes after leavi tet mixer. '' Finish Grading for Planting; Soil Pre ardtion; Fertilization; Plantin , includi faces to facilitate the natural "run-of E" of water. Low spots and pockets shall be C. Diseases and Pest Control - Two weeks after installation of lawn, apply a '' o ^9 (d) PVC Schedule 40 shall not be threaded. P 9 ^g one inch below grade of adjacent pavement of any kind. Grading •stxall be done when grams ar mercur+a ungTcide of 1 .8X mercurous chloride as per manufac- 0 v SM11 not be used. lawn; Maintenance- Inspection and Certifications; Guarantees; Clean-up; Staking. soil is at optimum moisture content for woyking. ALL ROCKS MORE THAN 2" IN DIA. turer's recommendation. 6 ` c (e) Fittings shall be PVC Schedule 40. Type II. NSF approved. Guying and Espaliering Mlscellantous Allowances. °. N a SHALL BE REMOVED FROM S17E. 0. Mowin The lawn shall De mowed at a hes ht of 1-1/2" with a rotar mower, � a G CONVEYING AND PLACING (4) PVC Pressure Rated Pi - T 1220 PVC Class 160 200 4 315 and 13• METHOD OF PLANTING AND WORK PROCEDURE _g before it reaches 2" in bei ht. Collect rase • ape 120 PYC Schedule 40 I• APPROVALS equipped with rollers, 9 g ' a A. Before pouring, all forms shall be thoroughly cleaned and made tight. The J. `" A. hb planting shall be done unt,il all operations in conjunction with the in- clipping during mowing operations and remove from the site. W 4 4 4 B bottom of trenches shall be wet down before pouring footings; earth shall not (a) type I Grade II Pressure Rated Pipe. A. All sprinkler and concrete Gorst she 11 be inspected and approved prior to the start of statlation of the sprinkler system have been completed. final grades have After each cutting. the edge of the grass shall be trimmed to a neat and = 4 4 be muddy at the time of pouring. Concrete shall not be placed until rein- any work. forcea+ents. rough hardware. and forms are approved by Owner and CITY. (b) Materials shall meet the requirements set forth in ASTM 01784-60T. been established, the planting areas have been properly graded and prepared uniform line. The lawn edges shall be maintained neatly at all times. '4 (c) Outside diameter of pipe shall be the save size •s iron pipe. B• Prior to excavation for planting or placing of stakes. locate all utilities. as specified, rocks removed, and the work approved by the L.A. and CITY °. B. Before depositing new concrete against old concrete. ell laitante shall be electric cables. conduits, sprinkler lines, heeds. wives and valve control o H remToved. and the surfaces row hened to ex ose the embedded a re ate. The ng y P D y d. The relative position of all trees and plants is subject to approval by L.A. and CITY 27. GROUNDCOVER AND SHRUB AREA MAINTENANCE g D gg g (d) Pipe shall be marked at intervals with the follows infor�mrtion wires. and all utiltt lines so that ro r recautions ma betaken not to .' Surfaces shall then be covered with cement grout, using the specified mix (not to exceed 5'): Manufactxarer's name, nominal site. PVC type and damage such improvements. In the event of a conflict between such lines and and Owner, and they shall. if necessary, be relocated as directed as part of A• WATERING - NEW PLANTINGS SHALL BE WATERED ONCE PER DAY OR AS REQUIRED f 7► the Contract. TO MAINTAIN OPTIMUM tIOISTURE FOR TWO WEEKS AFTER INSTALLATION. o .y; �' o s �' with 1/2 of the course aggregate omitted. 1-1/2 inches thick. grade (i.e.. PVC 1220) SDR rating class. NSF approval and commercial plant locations, promptly notify Landscape Architect (L.A.) who shall arrange r REDUCE WATERING TO EVERY OTHER DAY FOR THE NEXT (2) TWU WEEKS. '' + 1. e C. Conve i and Latin of concrete shall be done so as to revent r i n standard designation CS 256-63. for relocation for one or the other. Failure to follow this procedure places C, All plants shall be removed from their container and set so that, whenrsettled. WATER THEREAFTER THREE (3) TIMES PER WEEK UNTIL FINAL ACCEPTANCE. y ng p g p cepa at o e PVC T I shall not be threaded. upon Contractor the responsibility for. at his own expense, ruktng any and ail they bear the soma relation to the required rade that the bore to the - hr k after lantin with 5 ounds a of ingredients, and Tn no case shall the free fall exceed 6 feet. Tremies ( ) YPe 9 Y 8, Fertilization FertTlTze t ee (3) wee s D g 4 I repairs for damages resulting from work Aereu der, natural rade before bein transplanted. Each , I M seal . be used as required. Surfaces of concrete shall be kept reasonably (f) PVC fittings she 11 be PVC Type II. Schedule 40 NSF approved. 9 9 Dl ant shall be planted in the Tom= p� e�000 square feet; fertilize thereafter every thirty 30) days. l level . with a minimum amount of concrete being allowed to flow after being ,, center of the pit and backfilled unless otherwise specified. with the prepared *` o �+ 3 placed. Placing shall be performed as a continuous operation until each (g) Solve^t shall be 1175 Gray MSF approved as manufactured by Industrial 11• QUANTITIES ANO TYPES soil , No soil in muddy condition shall be used for backfilling. No fillipy C. Disease and Pest Control - For control of slugs and snails. aDD1Y Pelletized , �`." • section is completed. Polychemical Service. 4ardena, California. will be permitted around trunks or stems. All broken or frayed roots shall be Lassa cium arsinate 5X by weight and metaldehyde 5X by weight as per nwnu- ' -�;. x„ 4 _ P1•nt materials shall be furnished in the quantities and/or spacing •s shown or properly cut off. 3 facturer's recommendations two (2) weeks after installation. ,.�� .ti--- I ; J N D. Concrete shall be spaded and vibrated with mechanical vibrators to a maxi- (h) Caution shall be utilized in handling Type I pipe due to the possi- noted for tach location, and shall be of the species. kinds. sizes. etc.. •s i c mmM+ subsidence, without separation of ingredients. the moving of concrete bility of cracking or of splitting when dropped or M ndled carelessly. symbolized and/or described in the "Plant Material legend", as indicated on the 0. l.A, and/or Owner and CITY shall supervise the placing and planting of all•plants For control of cutworms and other soil insects, apply Metro bran soildrin as , h Dy vibration will not be permitted. drawlrgs. tet L.A, M s re red the s list onl as • co+xvenience to Contractor and per manufacturer's recommendations two (2) weeks after installation. This - • y+ '� (t) When connection is plastic to metal. male adaptors shall be used. P Y E. In the event that underground construction work or obstructions are en- c 4 The male adaptor shall be hand tightened, plus one turn with a Strap assumes no responsibility for its Mccuracy. The Landscape Contractor is to verify countered in the planting operation• alternate locations for plant material product contains Dieldrin, Lindane and Phosphorothioate. �+` -A Q a X GROUT wrench. Joint compound shall be all s/zes and quantities. z E permatix Type II. will be selected Dy L.A, and Owner and CITY, operation will be done at no extra cost Exterminate gophers and moles and repair damage. ,�". ., A. Grout shall be composed of one part Portland Cement and two parts of fine (5) Ring-lite PVC Pipe 4- VERIFICATION OF DIMENSIONS AND QUANTITIES to Owner. p, Pruning - All shrubs and trees shall be pinch pruned as necessary to encourage � M ° aggregate by volume. Materials shall be mixed dry and water added just new growth and to eliminate rank sucker growth, Old flowers. and dead foliage O „ E (a) All pipe indicated on the working drawings, shall be Class 160 PSI 1 4• PLAN TING O F TREES and limbs shall be removed. No major prunin '' ° sufficient to make the mixture flow under its own weight. Dtmessions are approximate. Before proceeding with any x.ork. Contractor shall 9 shall be done without the Johns-Manville PVC pipe with ring-Lite joints. verity •11 dirxnsions and gw ncitirs and shall immsdlately inform L.A. and Owner and CITY approval of the L.A. and CITY. Q c d. For dry tamp cement grout. a minimum of water shall be added to the mix so A. Position plants in plant locations indicated on drawings and secure •p"al from the CITY I J • (b) All ring-Lite joints shall be sealed with rubber rings as provided of any discrepancies between the drawings and/or specifications and •ctw 1 condi- that when wet sample is squeezed Mrd in the hand. surface moisture. but no before exca wring pits. making necessary adjustments •s indicated. E. Weeding - All planting areas including lawn, groundcover and shrub areas ; c ` by the manufacturer. All pipe joints she 11 provide for expansion tions. No work shall be done in any area where there 1s such • discrepancy until F►�T free water. shall appear on the sample. Do not mix more than can be used in s a be kept weed-free at all times. Weed shall be dug out Dy the roots � Q 30 minutes. and contraction. Approval ter save has Mtn given by L.A. and Oantr.and CITY B. All pits for trees she 11 be dug square with bottoms l maim the length of and disposed of off site. " V J � �` • (c) Thrust blocks shall be provided as required for proper anchorage sides and depth equal to two times the diameter of the tree ball . Compacted .� a • .V a soils at sides and bottoms shall be loosened by scarifying or other approved Upon completion of the 90 days maintenance period. the Contractor shall `` °o S CURING AND PROTECT{ON and durability of the ring-lite pipe. S. WSPEC TiON method. Pits shall be backfilled with " re orad soil" to the fertilize per I26 - Lawn Maintenance and #27 Groundcovers and Shrub Area / LL I 8. Sprinkler Heads - D D required grade, A. R11 exposed surfaces of concrete sMil be protected from damage due to A. All inspections shall be made by L,A. and OwnerAnd CITY. Contractor shall repuest. and the balance of the pit filled with "prepared soil", thorDughly settled Dy • Maintenance of these specifications. ,. O o temperature, elements, and construction operations. Sprinkler heeds shall be as shown on plan or approved equal. tnspsctios •t least two (?) days In advance of the time inspection 1s rpuirtd. water application. a. d. Curing C. Valves o. Inspection will be acquired fOr tet followlne parts of the work: C. Set plants in center of pit, in a vertical position, so that crown of ball 211• GUARANTEE AND REPLACEMENTS (1) All exposed surfaces of concrete shall be protected from premature drying (1) During finish grading and soil preparation. will be level with finish grade after allowing for watering and settling and A. All shrubs and groundcover shall be guaranteed by Contractor as to growth (1) Remote Control Valves - Electric remote control wives shall be •s shall bear the same relationship to the finish grade that it did to the soil C 2 d and freshly placed concrete shall be protected against wash by rain, All on p an or approved owl. and health for a period of ninety (90) days after completion of the specified O a (2) Plants• •fila delivery to sits and prier to planting. surface in the container. Tmrintenance period. and/or final acceptance by the L.A.and CITY. All trees up to 20" a � 0 Concrete shall be kept wet for a period of ten days after placing. In order that curio water ma reach both to rf•ces of walls, the forms shall (2) W to Valves - Approved gate valves shall be Nibco or Crane 0438 or (3) When vines, shrubs and tress •re spotted for plainting. but planting D. Prepare depressed water basin •s wide as plant balls at tach plant. Water box size shall be guaranteed by Contractor to live and grow in an acceptable = o 9 y apprual. s thorn hl backfills an voids with additional prepared loots mix. upas ht position for a period of one 1) year after coin letion of the specified be loosened and water shall be poured over the tops of the walls and - holes are not excavated. u9 Y• ^9 Y P ^g 9 ( P allowed to run down between the concrete and the forms. (3) heck Valves Swi check valves shall be of bronze construction with (4) Specimen frets at source. before de11ver maintenance period, and/or final acceptance by L.A. and CITY Trees in 20" i ^g y (2) AL1 liquid curing compounds shall be used in accordance with the menu- mor Ing pressure and shall conform to federal speclfiution 1S• ►CANTING VINES, SNRWS ANO GROUNOCOVERS - boxes or larger, and all field grown specimens shall be guaranteed by Con- I„� .� � (S) lawn areas prior to plantlnq. tractor to live and grow in an acceptable upright position for a period of i facturer's recommendations and shall not be used on surfaces receiving Mi-V-SI. Class A. Type IV. Check w lues shall be model 1440 •s mane- A. Vines and shrubs shall be planted in pits at lgast 18" greater in diameter One (1) year after completion of the specified maintenance period. and/or � r ° f•ctured by Kennedy Valve Manufacturing Company or •pprovtl equal . (6) P1•sttng areas prior to plantfnq. o concrete Mrdesek. t M n their Dell of earth and at least 12" below th! bottom of the boli . Cow- final acceptance by tet L.A. � W "Stopam•tic" valves shall be normally closed and shall allow water to (7, All landscape construction items, prior to the start o1 the patted soil at bot tow o1 D+t shall be loostntd and the pit filled with "pre- ...) c pass through when pressure rises •Dour 20 PSI. Valves %M11 be •s menu- Calendar day matntenanct ptrlod ("Final Insptctlon"), pared soil" to the bottom+ of the ball . When the plant has been properly sat, B. Alt plants that Show signs of failing growth at any time during the life of wf • 1. DEFECTIVE CONCRETE the Contract, including the maintenance period, or those plants injured or I; a factored for Rainbird. Glendora, California. or approved equal . ! the pct she11 be felled to the required grade with "prtpared soil" and �... a A. Concrete which is not in accordance with these specifications. out of line. - n (B) At co pietion of /60caltndar do �YSten•nct period 'Final Main- damaged as to render them unsuitable for the purpose intended. shall be ,. thoroughly settled by tamping and w tering. All vines shall be removed from _ level. or plumb; showing structural cracks. rock pockets, voids, spalls, (4) Quick Cou ling Y•lves Quick coupling valves shall Dt a% indicated o t•sance inspection WILL BE 0 immediately replaced in kind and size at the expense of Contractor. ons •n�sT►a1T'�s i locking cover. Alttrnatt Patt�lal may be tubmlttsd stakes, untied, and securely fastened in an approved manner to the wall. fence 0 " a honeycombing. exposed reinforcing or other damaged surfaces shall be con- for approval, Each quick coupling w 1vt the 11 M vt a molded vtnyt co war. (>1) Intpectlon reportf>t shell be made Nor each inspection Oy the l.A, and or other surface next to which t`.ey are planted. C. Contractor shall . within 5 days notice by the L.A. and CITY repave and replace all e` sidered as defective. _ eIM copy she it be, strbPitted to Owner and CiTY and Contractor. guaranteed plant materials which for any raison fail to meet the requirements ,� yellow 1n color. All quick coupling w lv keys and hoes swivels shall M w B. Prepare a depressed water basin as wide •s plant balls •t tach plant. Water s L t. All fins and irregularities shall be removed from eipostd concrete surfaces of saws manufacturer As the quick couplers. thoroughly, backfillioq any voids with additional prepared planting mix. of the guarantee. Replacement shall be made with plant materials as indica- 1 while the concrete is still green. M1ere patching 1s required. all loose and 0. AutOmatic Controllers S. C E R TIFIC A TION ted or specified for the original 6lanting. and all such replacement � ' v unfirrm concrete shall be removed prior to patching. Minor rock pockets 60 C. Ground Covers moterials shall be guaranteed as specified for• the original guaranteed materials. o honeycombing shall be patched with dry pack concrete. Automatic controllers shall be As shown on Plans And Details. Prior to job accsptanct writtts ttrtillcatioss fM 11 be 1ubwltted to the l.A.and CiTY (1) Pits for flat sized plants to be at least 6"x6"x6". Ground cover areas a for the tollowln o E. Control Mtn for RCV's g' shall Dt moTstsnsd prior to pl•^ting. No flat plants shall be planted 20• CLEAN-UP .r, n 14 CONCRETE FINISNIE8 A. Quest t ty and Qua 11 cy 01 Commerc i•t Fert t l l ter •sd organic Fart i 1 i tar. In dry soil . ` • A�1 wiring to be used /or corxrx•ctinq the automatic tontrolltr to the elettrlc•1 Upon completion of the work ',in this section, Contractor shall remove all rubbish, �, o Flat surfaces shall be screeded to the required levels and slopes and then any solenoid actu ted Dy remote control valvt %hall be Type OF-600V, o. Quantity and Quality o/ all Soil Amrrxdments called for !•y clans and Spocifl- (?) Set plants to center of pits so :hat crown of plant will be level with trash and debris resulting from the operations; remove disused equipment and im- ; excess water and laitante removed. Concrete shall be compacted with a gyrid tamper 1o11d c r PYC Insulation ti It cosdactor Ul appfb vtd under round leader Latton%. finished grade after settling of soil. then backfill and water, ptements of service; leave entire area involved in a neat and acceptable condition ; , and then floated to • true and level surface within the tolerance of 1/8-Inch table. oEach�pilot or "hot" wire Mali be black or Color-Coded with the common C. GRADiNG CERTIFICATION (3) Flatted plants %M 11 be mil-rooted with runrxtrs •t least 4" but not such as to meet the approval of the landscape Architect (L.A.) and CITY t c along a 10-inch straight edge. wire bel white. 7. sg MATERIALS more than 6" in length. U ) Ste Plans for concrete finish in landscape Areas. Shee1M 1 � '� F. Valvo /ox*% ►lent mat•r1a Sods a ltd on the dr•winys and heroin specified shell conform to the f ; t EXPANSION JOMITS All rwmote control wive%, gat• valves, and pressure relief valves shall be in• • following; - 1S• TREES ANO VINES OCCURIIG IN LAWN . 1 stalled in w it•ble valve boxes as shown in detail%. complete with locking A, f,clature Plant names indicated os the drawings conform to "Standard Plant totes and vines occurring 1n lawn shall be planted before final preparation of o ►lacement of expansion joints sM11 be as directed and determined by layouts of covers. All shall be Ametek. or approved squat, and tM11 be mmrk•d "4.V." Names" t,;tabti%Md by the American Joint Committee on Horticulture. Except fpr rhos• areas. m... a slab markin s voted "E.J." on drawl s. Expansion joint material shall be deep trawl or "RCY" with station numbers for control wives In i•i/2" burnish Lamm% covered therein. the established custom of the nursery 1s followed. � a g letters on valve cover by Contractor. 11 CARE OF PLANTS BEFORE AND DURING PLANTING a joint 1" min. 0. Condition - Plants the It be symmetrical , typical for w ritty and tp•citt, •• ' a C. �Ackflow Prtvtntlon Units , sovna, l+e.lchy, vlgorov%. Irtt Iro+m plant di%lase. 1n%tet pt%ts. or their ►lents she 11 not be allowed to dry out before or while being planted. Keep • 12. PROTECTION The backflow prevention exits Shall be •s shown on Pians and Details. eggs, and shall haw healthy, normal root systems. well 1t11tng tt►ttr con- txpostd roots moist Dy means of wet sawdurt. peat moss .or berlip at all t wits W E taintrt. but not to the point of being root bound. Plants shail not be pruned ` during planting operations. Do not expose roots to the air except while being J o. ' All finished concrete work shall be barricaded to pedestrian traffic for thret (3) days. Barricades shall be placed immediate) after concrete finishi Contractor & INSTA LLA TION prior to deli wry, except as sore d Liv by l.A. or his representative. in Ta placed to the ground. Wilted plants, whether 1n place or not, will not be accepted t ,, ff e rase tJta11 trees bet d before deliver • � ` i.i.. ' � Y ^g oppm y• and sMil be replaced at the Contractor s expense. o shall furnish, place a d remove all of his own barricades. Contractor shall be � y A. TrencAing C. QI,,�mensions - TM Mt t and %pr•ad of •11 plant material sMil be measured FOnG+truSEO►•TLY x", responsible for any daps ge to new construction and rtplAcawtnt or repair of We I � wi, � R E V I S I O N S I Mork shall be mode without added cost to Owner. (1) Excavation shall be opts vertical construction sufficitstly wide to Prom withi��hes in their normal posttton, and shall be as indicated os the drew- 1S. WATERING BASINS . vide free world space around tet work installed and to provide Ample Ings. The caliper of ail trots shall be measured 4'•0" above the surface of DATE DESCRIPTION APPnOvED OMIIAL DATE 1a I o the round. Where calf r or other dimensions of an lant waterials are A. Construct a firmly compacted mound of soil around each tree and plant to form W i space for backfilling asd compacting. 9 Pt Y D . STREET a m 1 3. PATCHING omitted trop the "Plast legend". it sMli be understood that these plant • watering basin at the _edge of and following the sheRe of tet planting pit W g materials she it be noreml stock fort listed.AND SHALL BE APPROVED BY L.A. AND CITY. g rg wArEn SEwEn r, • It poises is necessary and permissible. a bonding agent such as Weld-Crete. or (2) trenches for pipe shall be cut to required rade lints, and trench bottom area. Mounds for tees and for vines from 5- anon or la er containers, ng shall be compacted to provide •n accurate grade and uniform bearing for YAt iMll be at least 4 high. Mounds f,or all otlxec trees, vines or plants not coo a oRAux _ a equal• shall be used' the full length of the line. D. ns ctia+ - All plant materials must haw peen prevloully inspected at the otherwise specified shall be at least 2" high. Excavated earth. if capable TnAFFTC V) » nursery y the County Horticultural Department. and shall be subject of retainin water. mo be used. An settlement within the basins retains o (3) IBxes two (?) pipes art to be placed in the same trench. a t" spAct to the inspection and approval of the L.A and CITY before land g y y ng F+NALCNECI( 14. CONCRETE CURBS shall be maintained between pipes. D ^9 water shall be refilled to the required grade with prepared soil. and addi- Construtt concrete curbs at lou tions shown on Plans as detailed. true to line and E. Plant list - Is indicated on drawings. tional nitrogen stabilized .sawdust worked into the surface as eequired tp re- • R w B, Backfilling store the mulched condition. AS CONST. �: grade. as approved by the local County or City. Use natural grey Portland cement F. izes of Plants - Shall be as stated on the Plan. Container stock (1-gallon. i concrete. 2000 psi compressive strength. Locate expansion joints as detailed or (1, Backfill material shall be approved soil. Unsuitable material including - a on an 1 -gallon). shall have been grown in containers for ot least one B. At the end of the 90 day maintenance period all watering basins in lawn areas .. w shown. and as directed, at intervals not to exceed fifteen feet (15 ). Finish with Clods and rocks over 1 in size shall be removed from the promises an0 (1� year, but not over two ars. shall be leveled to finish grade and the area shall be sodded with the THESE PLANS WERE PREPARED BY: FOR PRIVATE USE �, c steel trowel. then brush with bristle brush parallel to face or edgt. disposed of legally at no cost to Owner, specific sod. IZ a G. Substitutions - Substitutions for the indicated paant mattrtals will Noma- � a (2, All backfilling shall be done carefully and shall be properly compacted. matted provided the substitute materials are approved in odes nu by the L.A.arxd CITY TN+Tuu DATE o 1S. eLEAN-UP (3) Depth of trenches shall be sufficient to provide . minimum covtr•lbore and the substitutions are made at no additional cost to Owner. Except for 1Z S D LAWN LAND CONCERN DR"WN a i the top of the pipe as follows: authorized variations. all substitute plant materials shall conform to the A. Culti all lawn areas to • " C►+ECKED '" .. a Upon completion of all concrete work and before final acceptance, Contractor shall depth of 8 Rocks and deb ar r than 1 « requirements of these specifications. If the accepted substitute materials in di•mete ich are D ht to the rface b culti on shall be removed NAME r'e}ove all tools, surplus materials, apparatus. debris, etc., from the site and 12 over PYC nos-pressure lateral lines '-°eq N' y DATE `n yO,l �C3 N � c 4 " the sib shall be left in a clean. weal condition at table to Owner. 18" over PVC non- ressure lateral lines for rotor s stem are of a less value than those indicated or specified. the Contract prize will from the site. cultivation does not break ] , a spike tooth harrow * :E W D Y LICENSE NUMBER 483 FILE 7 �' i 18" over PVC wain under pressure be adjusted in accordance with tet provisions of the Coxtract. shall be pulled bah mechanical seeder o actor, 0 < � t i .1 i C. PVC Pipe N. Plants Not Approved - ►l"ts not approved are to be re oved from site immedi- B. Areas to be planted in 1 all be bed smooth to present a neat and C 1T Y O F R A N C H O C U CAM O N G A o�' o a Ats y aT nd rep a� ted witA witable plants. The L.A, and/or Owner and CITY reserves the uniform grade prior to instal sod. The lawn bed shall be inspected • (1) PVC pipe shall be installed in a wanner which will provide for expan- right to reject entire lots of plants represented by defective samples. by the L.A. to determine w1 T r planting prior to sodding. Con- COMMUNITY SERVICES DEPARTMENT: PARKS DIVISION � cion and contraction as recommended by the pipe manufacturer. tractor shall obtain suc proval befo dding. n M (2) All plastic to metal joints shall be made with plastic male adaptor. S• FERTILIZERS AND SOIL CONDITIONERS C. Ail sodded areas be thoroughly watered. s are to be kept con- PROJECT NAME m WEST C�REENWAY :PAi�K + - unless otherwise shwm► in details. tirmwusly moi y w.ttriTDg as often as TYquired. SHEET b i Samples of all soil umewdwents. sod and plants shall be submitted for inspection R (3) The joints she U be allowed to set at least twenty-four (24) hours be- And stored on the site until furnishing of materials is completed. Delivery way h 0. My la as that do not show a prompt catch of grass s be re-sodded at SHEET711LE t -_"_- i`, J a � fore pressure is applied to the system on PVC pips. begin upon approval of samples or as directed by L.A, and the Owner. It y intervals urn;il an acceptable stand of grass is as w ' c�. f (4) After alt new sprinkler piping and risers are in place and connected. A. Organic fertilizer shall be processed sewage sludge with a minimum content of - SPECIFIC ATI O N S ` .' ,» c a ail necessary work M s been completed and prior to the installation of 1Z Nitrogen and 2Z Phosphoric Acid similar o "Nitrohuwus". Method of jh ` sprinkler heads, control valves shall be opened and a full head of water cessing shall not destroy normal bacterial content. . U APPf10n/ED APP'hiOVED r used to flush out the system. After the system is thoroughly flushed. 4 riser sMli. be upped off and the s stem pressure tested. S. Nitrogen stabilized sawdust shall be bulk. with the following nitrogen content v y ' 1 l-'2 0-$� � ,�. C w . based on dry weight: � � � (S) Main lines shall be tested in place before backfilling for a period a DATE 7COMML"IYSERVICES DATE • CITYENGN*Ew I O of not less than two (2) hours and shall show no leakage or loss of pres- O.SZ for Redwood Sawdust 0.7Z for Fir Sawdust O F 1 2'� _ sure. During the test period. minimum test pressure at the highest poiwt 1.OZ for Bark or Pint Bark or Mixture SER 1 2 Cif 1 2 .21 of the section being tested. shall be 125 pounds per square inch. • A T .i • Salinity - the saturation extract conductivity shall not exceed oP.*N c Na I . 3.5 willimrxos/cw at 25"C. -�- . i .