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HomeMy WebLinkAbout2110-P DEVELOPER/OWNER SOLED'AD WAY & PARKVIEW RANCHO CUCAMONGAI CALIFORNIA MLMH0bM / D]MWMB RANCHO SUMMIT PARK 13931 YOUNGS CANYON RMCW0 CUCAMONGA, CA. 91739 n RANCHO SUMMI RACT NO , 14759 ATM: WHIl" LU ph* (951) 2184927 LA,NDSCAPE MAINTENANCE DISTRICT NO . 7 VICINITY MAP GENERALNOTESSHEE T INYEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALLT T ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. . AN ENCROACHMENT PERMIT SHALL BE OBTAINED0 THE CITY ENGINEERPRIOR COMMENCING ANY WORK. . ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDSAND THE CURRENT STANDARD9 PROJECT SPECIFICATIONS PUBLIC WORKS CONSTRUCTION. • THIS WORK SHALL INSTALLED Y A LIEN CONTRACTOR HALL CARRY WORKMAN'S COMPENSATION, LIC LIABILITY NPROPERTY AGE INSURANCE AS REQUIRED Y 17 le4 CONSTRUCnON PLAN Lca V SUMMIT • CHECK FOR EXISTING UTILITYLOCATIONS ! T EXCAVATION . NOTIFY PERTINENT UTILITIESN UNDERGROUND VI L AT L-20 DETAILS 1-800-227-2600 O WORKING DAYS PRIG T CONSTRUCTION. 6. T THE CONCLUSION OU GRADING, AN AGRONOMIC OIL T HALLFURNISHED T H I INSPECTOR, ALL L.6 CONSTRUCTION DETAILS IA2 GENERAL NOTES, STANDARD DETAILS RECOMMENDATIONS FROM THIS POT SHALL SUPERSEDESOIL AMENDMENT ECO ATION SHOWN ON THE PLANS. 7. ALL FOOTINGS NREINFORCING SHALL NOT LCT WITHINL AILED CONSTRUCTION STRUCTURAL CALCULATIONS HAVE APPROVED Y THECITY ENGINEER. L-8 CONSTRUCTION DETAILS SCHMMEDUILEES, SUMMIT V LOPE I XC O VERTICAL SHALL HAVE ' I T A AT H TO SLOPE, N ALL L SHALL H 1 FOOT L-9 MT-LOT LAYOUT L-24 PLUMBING WASATE AM IDE FLAT AT THE TOE O SLOPE. L-10 IRRIGATION PLAN VENT FLOOR PLAN & DETAIL UPON COMPLETION` O INSTALLATION, AESTABLISHMENT ! LL NCE, N UPON I VERIFICATION THEINSPECTOR THAT IRRIGATION DETAILS L-25 RCFPD PROCEDURES AM REQUMMENTS % ESTABLISHMENT 9. IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE IO (TYPICALLY 1 0DAYS) SHALL NC I MAINTENANCE LL CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, LO COLOR, OVERALLP NTH LTH, N I I COUNCIL ACCEPTANCE O THE IMPROVEMENTS. MAINTENANCE HALL INCLUDEMOWING, DING, IRRIGATION, PRUNING, RAISING TEE TLL WHICH LLL L12 TREE PLAN TING PLAN , NOTES HIGHLAND AV GRADE, FERTILIZING AND APPLYINGSUCH Y A A NECESSARY F ROPE A K MAINTENANCE L INCLUDES Le-13 SHRUB PLANTING PLAN L-27 FJXC"MCAL SrrE PLAN 30REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO P THEIRRIGATION SYSTEMI 0 OKI WITH PROPER COVERAGE, REQUIRED I TO FINAL ACCEPTANCETHE RK Y T CITY. L-14 PLANTING DETAILS L-28 POINT X POINT PLAN W 10. APPLICATION OF ANY CHEMICALS SHALL Y TATE LICENSEDNL. ALL TIC! APPLICATIONS UI • .A• RECOMMENDATION. L-15 IRRIGATION SPECIFICATIONS L-29 LIGETWO PLAN 1 THE CNSPRSNTATIV , U 7 — 4 - 211° CALS EQUIPMENT SHALL INSTALLED UN . 5 12® C NCR D SHALL PROVIDEDTHE FOLLOWING CRITERIA: BETWEEN CITY—MAINTAINED TURFCITY—MAINTAINED U AREAS — " IDE X " CCHEADERS BETWEEN CITY—MAINTAINED TU AND ANYPRIVATE—MAINTENANCE — "" WIDE X "" DEEP CONCRETE HEADERS EEN CITY- AINTAINED G.C. Y IVT — AITC — 6 f EP NHEADERS BENEATHAL FENCING ADJACENT CI MAINTENANCE — " IDE " DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, R SHOWN, I CONCEPTUAL ONLY. APPROVAL O THEFINAL SIDEWALK T HALL A I THE FIELD, AN ADJUSTED NECESSARY TO FIELD CONDITIONS APPROVED Y THE LIC K INSPECTOR AN PROJECT , PRIOR TO FINAL CONSTRUCTION. 124. PUBLICLY—MAINTAINED SHALL INSTALL T FOLLOWING CRITERIA: CONSULTANTS MAINTENANCE RESPONSIBILITY MAPNT IN ACCORDANCE WITH CITY STANDARD PLANS. wommommom PRIOR T THECOMMENCEMENT ANY PLANTING, ANA IC IL PORT H ! T CI INSPECTOR. ANY UNUSUAL TOXICITIES O NUTRIENT DEFICIENCIESY EUI BACKFILL SOILAMENDMENTS, DETERMINED Y THECI INSPECTOR. ALL PUBLIC T A SUBJECT O INSPECTION N ACCEPTANCEY THE ENGINEERINGDIVISION. . __ IL-96�. �'AVE�,....�UE�....��.�..,�._K....".,..A,�.�h�...�., ..y..�....�..,...._... _.,.a.._..�.�K,.,,�. PUBLIC TREES A TO NTD PER PUBLIC IMPROVEMENT ONLY. N F , rtm "i f I 15. PRIG T THE START OF DING ALL EXISTINGVEGETATION N DEBRIS, INCLUDINGEXISTINGSTRUCTURES, I FOUNDATIONS, RUBBLE, 43991 BUSWESS PARK C4 16735 VON SUrIE 100 P.O. TREES AND ROOT SYSTEMSSHALL D EVD R THESITE T THESATISFACTION OF THE SOIL ENGINEER. f ° 16. AFTER OVAL OFD RIS A EXISTING FILL O DISTURBED NATURAL OIL HALL EXCAVATED T T SATISFACTION T OIL -3N8 -1960 M , w« f ENGINEER. TOP 1—FOOT OF SU GRADE SHALL MAXIMUM 1--INCH IN SIZE. (714)434-9803 3 $ ii 1 STRUCTURAL ENGINEER ELECMCAL ENGINEER �w .a 1 12 101 3 } . sPf w� HUNTINGTON BEACH,CA.92649 REDLANDS,CALUKRNIA,92373 C714)940-5582 U"A LANDSCAPE OUANTITIES kip- YlLANDSCAPE AmmiANcE PARK SME a f' MSE`r"'• r ON AFEA M 00, 0 PARK AREA 1 f t 4"' ° 'sJ' " ,,f'., "<,{ ...,, 'h`,,9 s 'Ate... "'.,,*•r,,.:-.,..,'s .a................. ; .w* , TOTAL r Or- C488LE AREAS 0 crry / f J ® AP I TION REVISION DATE PROVED TOTAL Or- NON-11LIRF LANDSCAPE AREAS 23r%O ,,.aft .....,. ..... "^ 154 v, �'+.� d. !"` d�� ,� iy,.•w...".,.o«.•.....«,,........ ® P ' TotAL IURF AREA 204)OW SP .,...•,.M.,.,.,..a -.,w..,»un,. ... S, .,",--K.' .✓. 6r '", ,,,M f" '`«�pfAf",✓ t {r -",,., .....,,.} .d"....,..... .....,..,.-..„.,....w p ®TarAL SP. WASM)SCAPE AREA ... r ."-... r.a , ev,�,••' °`0.`,aid q fAyf' CITY OF RANCHO CUCAMONGA TOTAL IDECOMPOSM GRANITE QBRrK =67* / j .v, �.+y"" .S a.•"'""11 "{ 0,..+.,rh � � .. M 4�F / ¢ "°".,` l � f i TatAL SAND 2,310 S.F. '�� -WAY ® ® RANCHO SUMMIT PARK F 9 F ! i,..-..*... ..,.ro �� qrn' "✓A`P f df2 6" .ha � rrM. • ^ "'" TOTAL SP, BARK 0 SIR TOTAL. u 30 OF: ALL AREAS 400 S.F. TITLE SHEET v44 { O t 1T h , w• 1' r .•• '` '",,. "�A4 •. c^''r�` 's ..+''` 512 LF, APPROVED Y: DATE ._....x ...�......� .,, � f rAL OF CITY MAWAI�W WALL 953 I I RCE: 15. ULM DESIGN P PREPARED RECOMMENDED " CLAWAMORWASSOMMIN co •�' a .1J Q „{ ^. .. +i , w , j � rt " _. 24953L%PAXIL&KIM AVIL SM 160 Pn ► N SHEET f a11 12-31 A®•®ciats• FAX MQ f,s• Y'bvr a` 9, ma d` P , p ' • 1 ASOF DRAWING CHECKED NO. o R.LA. NO 4283 SHEET KEY d � ALI > w.. DA O i 4' y . . O 60 VARIES , , S p� r .+'• yi{,w�.4 e°'," i , . g:^,r r^'-,z "� �'.;\°'. ti 1 ��(;",d.-y..#,•f.°fE'.,.»".___...-.._,._._.__._..,_..._..,..._.............. _..___._�,,;`Rr5-. 6. , 16 22�9 �,rF ,`�`0 •�3'•---..,». .,„_ ,��, '�' - Fi°o "..••'"'' x .'F - ,..., . 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CURB can= MRAMMMIMM Y� ¢ VARI 4 M' �61•l'yw \w� s ,,frf VARIESVA TRACT 14759-3 �'`�.,� � fr 4O � '•®•°eF,« •C '°° •� .. t RIBBON GUTTER PER STREET PLANS p,,. .,.rm.v+-__.” .,uaw*w'2gY1,'`5.'w.vvH✓'"""'. - w'`+am"'a'ro n 'Zt-r h �'..,\ '"� t`�;�,,,. /f^Y•_,+` .` .'°f TAT 14759-3 P) PR Jot Pf 1N�� �kw N N '•"'�� h� ,e4 1,e,.., w+`..w+^ '"^'+v"'°m...wn Tn'>. '4 `•/" F g r• N.T.S. ..»"'� \4 �:'^*'�s .t.�'�3 ��,..,". ,«�.»�°<>•+ `""'"<+^"`"`�..a♦,.,, ,ra„„,.. ...,..,•,,.,M.,,,,.„ �"'"+'.""wry ~ �•. z<}�,§�\'\" 1 . 01 , v .,'"r '"44. � �,„U,,,.....,.,.,w,F...,...,- < •,.,.,on.<„ .w..,,,.w,.,,...,.�.,,.,,,,.,,<.v»,.,•......r,,.,.-,.,.,,.<...,..>..,.«,,,,,,,,,,,,,,.,..re -"•„.,,,,,,r•."w,�,w. 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'+ r .4 h� S/t L- o.-F�( d'3 h. 4 t i Y w"• C.F 44 p { �:,,a ,?' ,� � ,'aA '..'„fin 1 ` ex- tint m•�:� `c 4 �f S ^. f ,.,r T' J�'s3. :%"'•... ti'.? 4 t c o r4,� }"� S t S' r L.-1 r 1 ° t. �. � r l,r� '�•.+�t�?,4 �4 S^t yl r$`v Lei tit' \y 2+h.,. 't. � ��-�� 4 CONSTRUCT » A PAVEMENT OVER 4" AB ' ECONSTRUCT " AND GUTTER PER CITY ® No. 104 a a , £ � � r..�„. ..•. r, .-..,...,.>.,,,.,..,...,.,...,_,,,.,........,<».,...,......,..n.,,.,..,... 4 91 .H�i T 8 U (Al-6) CIT J . 104 r { 1 > T CROSS GUTTER(W=6”) TR 14759-3 *...~T,.vr+•� r,°``' .f£ e1'"'t PARK A6 O 'M,°r TE IMPROVEMENT PLANS00 U CONSTRUCT i N GUTTER PER DETAIL THIS . 10 6 � a TSTRAIGHTHAN ICA CC SINGLE A t f 4 t �`• t a'100i CITY STD. NO. 102 t FJ RlYCO ® ;;r k 1 Fr•r r r t- y, t , ''�ti� t¢J € *pT�:t; ,a �''' U T HANDICAP ACG SINGLE 1 4759-3 3 f STREET IMPROVEMENT PNS r yX s..,`^r.{!`•,,,31..r.<t° SN,tt ���`{¢t'3 4 •.- , ' rr / bwm.•+,-wama+n'....,.v..+r,=u„w•rvv,o..v..'a.r...v,+,.w:w...«mmv..-m°.u."=,.. . 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F,,s� µ�"®.• .,.........,- 1{ '....w..,-n,.>.,.,,.,.r,:,•..°,.<...ua....,,,.�«....,«...«.r.,..,,,.,�•M»., «,,..,,...,a................v„-.»......,,v..,•-,..,..,.,..,+,•.,,_.,.,..,...»..v ...,,.<.,.,.,.•m.•,v.. <...,.,..,.,,.,,,�,.,.,,..,«,,.,,.,.,.,.""..'^,..,^..,-,*.w«,..w..., w.t.,..,.•.,.,,<,,,r•<.,,, y�r i,t r!°f st 7M ''` a i-,af.c rs f�1.�ti c' �s �S YrY ft�rwti�r t cr,,i ♦ ""s*",t �€.� n" DESCRIPTIONi REVISION T APPROVED '5(5 V1 n 11 A 0 1, 0"'F rR" ANC­�HO"' CU CAM IN C�I-T\T/ ' G A RANCHO SUMMIT PARK PARMNG LOT CONSTRUCT110N PLAN 85 r R"".,q < Mf »aa.•sumw..w*^re¢2wwww.s.,vaw,",wmwm.w+rem+.w,nw+r-ergp•,^+^`*"um"'^•"""n.uw+r+,aw,Mrt•^uwM*""'^ ♦ { r'."" ,,rJ �^ '+, a5 '�,.,,,<�' �,<„a'' `; � w„�,.,'"" -•-�'�" _, �s� tea, M��.�,.. �,r�• r` ,"'\ }j{ ��,.-•�' -` `"` -.'- „. .T.��.... .. ,.. a,... ..,,.�. +” . .�..• ., .,,, �. . a�+ .�, . ....,w. ... . . .,.�. ... ..�<..,.� ..._... . ... ® Approved By _..._.. n � fir,: `�. `,� �;• CITY i C f�. DESIGNED ==WORM" neo ED. f= 4 N. .. .t Mmm OWMMM r'r �t°'14yl a �r,�"`S s ._._...._____,_ •^ fse.� fy^ ,r+"" y++y, 90 t� 4 ;EL-2 OF 31 MIT OF —' 15Q ulrino Ave•, sN 5 4 pqt.✓ �•�. �.,�"° lily , ` t fes} (y y �'� p } �. �'giff 'CHECKED DRAWING NO. ,? Za 4 PLACE � � �/ �•,� ��° �1, .., „"d B��#s'' Y,S r'�C t n m=,r« } _-•. t P � tswitssw AtsA/not® • x. I T At::%Vq<E'y A [ON ._.� 0 1 11 CLEAN �. FG 384.2 T HIP, T` RR INV TOP OF FOOTING + (500,0) EXISTING SPOT ELEVATION LOW POINT 35% T,OS, TOP OF SAND. ...... L PLANTINGPHASE LIN ".._ I C, 5ACK CF CUR13 Cd -m51C.R. 5EGINNING Or UR15 RETURN R RADIUS T,111, TOP OF WALL N G��VWA Y §Tk56 `\ r i t ..I ten..... �A �ffdj+ R I ELEVATION Ea EQUAL T.C. TOP OF.CURB Z, CENTER LINE FIC, FACE Or luf;e 12" SQUARE CONCRETE 0 DIRECTION OF PLOW INW GRADE t< FR - - FLOW LINE MODEL 0 1212 11 1. 1505- GRATE, MANUFACTURER 3Z PERFORATED PIPE F'S FINISH SURFACE EISEL �,� �,� „�.�n,.�. .__ °". -��..,K�.•�I\'� ,.�x,. ,N�,....,,�., '`" '"�' ,� ~"``�,,\ "`® fes' ♦ ENTERPRISESINC, SCR PERFORATED PIPE °" ....,^�"r#§ •a"`3�+' t,.,y ..*,..,w^"p'm'® `°".e„°.'""°"'.,. "'°«,...,.,.. CATCH n FINISH SUE*RAM 2411 SQUARE CONCRE _ , b. ,. ^ .\ 5ASIN WITH WLT DOWN SQUARE [ FACE OF WALL METAL GRATE MODEL 0 1212-E + , SCR PIPE WA- SEE kg4 ~' ) JM r TE ATRII BRA ®11 s M \ STANDARD EELOW. 12" HPPE DRAIN LINE -"w^ (0 won MANUFACTURER: EBEL p _< ,,a ...»_.,....m....,» .ate" M E'`•t S z r'; �. ,S, s ,� y }., r -r. te. a :- , �•.,.:t .tya_.aa 5 .,� t J s`.Y•.... 4 :a l Y Re ^t 18" ' VK ENTERPRISES INC, ® -. .\. .: ,..4:, .. t,(.., •,•... i. .....,.:d. ret.,, l (-..• Ya:4, f 't� ..� ... 4 M,.i.t /. t �C F l {/��'� '. ..,a. 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'^'•Aw 't� � € 1 Q6 t V 4 C ,= '.,. - 0.5' _ ' }r 9 2 C 99. 5 S . :.,,.G AE TO DRAIN AT IX,MIN. 97.74 F .- ,,, �; • • • • , w ,ate �� ,a �„� 01 wx, py yyga " ppy \\ r X1111 �''�` rt • • ' • • ati r < Ap^�'a ry c i/♦(� �,,,,'°�ef do SECTION A -A ( TYPO • •S. i�r �^}s� ` « • , ® 5,.�'k' / �!r�' ,� iI Y: Q� �e•.. a9 .V 5 F (y �\C.I • 'e'w - rx t 1 MAXCORE DR ILL • /y,� • , S'�# s-r N c„ y. i5f..r'ri s.s a 1.!{• { r -� f _.,Y "t • K. . ♦ a �i+ ^ .. • , Ft._ ham'. 2 !1F sr ',l td•Y3LI FI /f' 1 F-i tl N e �f� } 0 ' ` ' ' • ' ` of �\'st.' �n +',ti ri,',,� wj :tr F- r �.>, -.jJ • \ ® • • + '° • , ° Y^-` E.L C.iTHROUGH { 70 ry 1 .� •tai, : , ok, VV 6 /y Sr$C dr �g 4 5b • f • .� B", °°" rJ..✓♦BO �' • 4(.,. ,. ' °,.a', , acs° l7„T•/.�C®' • °,+ 4*, ^A pre e `�` „„ N � f � ' ` • • r ' ♦ � - �. - '�r • 7a ^ °...•� aI •' ` ` - �� � f�f �v i' of ` �.'' 1 `� �..>) 't.y%4' a '► �g��,e - AB■ y ,,,,., ,,,,,..,, r >r f it H �• t j t-x..�«F 1 .x.1 t..�._..:.1 .75 Fg 4 .> C .C 'Com:. 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ALL EXISTING GRACE$ SHOWN PER CIVIL ENGINEER PLANS. e ` OR 49 0 FS �� •G. ALHAMattN`VbUN R'Y. 1491 p•5 Q - OS 491.0 ! ! l ° o,�l• �♦ PROP PAVING SURFACE S°°�,4L.L. � EXISTING _ $ GTl�t I -� GRATE NQ.A-'t.546 A0 A--.1555 b ,-' � � FF(3 A90.0 PAVING SURFACES WITH SMOOTH AND CONTINUOUS TRANSITION AND o>( FLUSH ALONG ENTIRE EDGE. a 491.0 x t ocn f r Q •' ALL WAL<5 TO HAVE A MAXIMUM CROSS SLOPE OF 1a • 1% SHALL MEET ALL LOCAL AND COUNTY REQUIRElvENTS, L ELAN Tf K ! AND 0. ' 4 91Js el4 T ♦ PRIOR 1 CONSTRUCTION , CONTRACTOR )01F UTILITY LOCATIONS, EXISTING'CRAINAGE STRUCTURES, STREETr T AND 't rt v4/r:<;.'::;, - t. < ,s .n. `y ,/'°' ✓ ® ` ld.5r X.1a.9-�-s�t IMPROVEMENTS, FINISH FLOOR, ENGINEER, NOTIFY ELEVATION. ANY DISCREPANCIES. F_" ■ p,�- ,„ .�ww `°`.»«..w« ..r...•^• %. , �s '%,�.,a. ° �a w p 1490 .m J �• ' I T I` �3 �A,PROVIDE DRAINAGE BY INSTALLING A 4n DIAMETER CITY OFRANC0 CV CA CALIFORNIA � d sd PERFORATED ABS (SDR 5) PIPE SURRONDED BY 3/4 F. • 4 � '0 ,' 4 ;,>9.87 ,� / f Apar®V0 sxF' ' tA1VIE TD GRATING SrAt�YlntzO PIAN7. ALL FINISH111 ¢ , CRUSHED ROCK (1 CU.FT. PER LINEAR FT.) AND WRAPPED �* � j ' t a " DIAMETER SOLID ABS SDR 3 • �� �` �,�, , ` fes� � r�/ FQ A'T!C BASII�TS i IN FILTER FA 1C AND 4 ( } lp flfi VOTHERWISE, r t CYF�`ENGINECK MATE USF 1VITH 5td1N0AR[t'SP£CT�iCA71Q.NS FOR PUBE�G kl®}2K5 60Ncr1RUC7tOH $ I';�F-� OUTLET PIPE EXTENDING TO CATCH BASIN. PER FQRA `� F F� 9 �' : �. z49s3.' r t PIPE TO BE LAID 4" BELOW FINISH GRADE AND TO DAIN• AT 0.5% MIN. . $6• • _. �• • "� 48 ted`# ��'` •G ` INV 4 3 � S � /` :' NOTES: ' Fs it ♦♦ ?f • r• 1. AL ARTS SHALL SE.-0Eb,EXG�PT'T.HAT EN t}SPACERS MAY bE.GAST,iRON.. 0/ d � w � + ,• ,�rn f �Q/vf�*» ,r r:. %`.s ♦ 1 `�� /� • •Qnp � f/!�/ `�' 5':5ElCI e .`U`ACi)ANIZEi}AFT•E2. A!l: AaFTEAR GOMP3N�N,T-PARTS:-ARE.'G.F,AAiBVY3AlGNhl� T.E10JR PT'THAT RE ' � SEMBRED • , �: 'ALL DIMENSIONS FYNISHED'OIMENSION3•ANp.IdGLC17E.Q4C✓ANI�IN6. 00 9. ALL...SOLTHOLES.-SHALL SE WVINCH DIAMETER.•Y 4 • w! . �• G AkTINGS SMAI L.Eli:AS �° F `," �' "OF �+•�•�, �' 465.9,` f 5., ACI.FNR R[)5 SFfAI L 6E N4TIQfitAL GCSARSS�ER[ES(NG)',. 4 / } 1 LLJ �► 6. CENTER SUPPORT ASSEMBLY'REQUIRED WHEN.TWD OR'MDR.F.ORATINf3S ARE SPECIFIED.ON PIANS: HCl , :!• =s f �,,, .; RS OPENING GATGYi KA IN WITH. RATI 1YD DEBRIS SKIMME 2` f:•=`64 dNGHES FOR GU S H d NG(5)R' Fi(STAN- / DAR .: LAN; 9 SCALE 44--IIJCk(ES KOY3� i)AB'OP t4)NG-CAYG6i FYASIN Nlttli GRATlNC3(S)`(StANQ.ARD PLAN::302): f 36INCFiYyS'EOFi t1R8$8I}E G3.iYdt'i'iNG Cr4TGH,BRSIt+i:'(S'i'a1VbAR1?0L1lN 3f18), '36fNGHE3 FOR GRATING CATCH 9ASIN AICEI(`(LONGITUDINAL}(STANDARD PLAN j .04.. 4DNG 04ANC-4 ME TO SITE R 7 . � W1DTk1.OF SPACERS MAY BE REDUGED•'AS NECESSARY OBTAIN CORRECT OVERALL C3RATa ° f f� TIVIG WIDTH- -.,m. 'y6 Q° y° [�'' r✓� pV • •• , s � `�+: i. ��-t(L H•F+� J t .gyp .r w �F ry !r ,J 1• CORE DR ILL �MIa 3 i f r V d F '""" r ° a,,..,�..a�a�^^ p-- • • , , • ' t r ,�}'JF ? ° ® p� e a� 1 • /� '� ®° '� v( '•' ,'` r r-t.`� ror,''` 4 .f�$'® K ,• ..,,t / i•! ' d1 l CITY DESCRIPTION DESCRIPTiDN OF REVISION DATEPPR}V I�D~ x4` 484.184Wp °*414 0 N i^. 4 ' tt�f .cr 5 A E j S f t'' '�!.�' a t s,tf '' +"ti� *•`r ^• ,✓ f d,/ f .. 88 ..mw.«w,wr.,.....,.a.«... ...,.•,.w.-++.,.w.,,i...w .«...=..:.e. .wm...,.ww,.,,.w...w+«wman _9 ( /�a fJ 5 kV f , f L.fJ. ° .N"- " g er 11 ^ate ma.. X t } (a" IS �,A �� �„„,,,°w°,e """'aw+� +° /�„ • .�,..�„.,„r,-^�F,...,,.,,, 9 r" _�., �, �n,"r af, ti' 1` `':;:� r.,'�'1'r r�r' .- �� � r®p .. .�_..�. .. 1.5RANCHO SUMMIT PARK °w � Y• ♦ /� _ w m"" (.J (a a r ° awa r �w .. r® 00 .,s ? n w+* '""°,."",,,-` ♦ . ...*,.",.� �'r� �w„„.., ,r-.F,•ww.a...N«.*^.TM""""' .....,.,.w•+ °""""»....am+.° ° °'` 00 0000 „^"' �• .`''',. a.,.."°"«^ '� `\ `�"` Lo GRADING PLAN w.,+ww...«.w.. uu...wmsmm+-+maannwa .m.uvwa+. `, °y^'+'oa •' �f W a ,•' 1,`p b,J '°awMb {ti^ y``- 'xwn•w.� ro I�•P ,n,..w•^" 'w (�gyq/ . `wy�wY� 00-10� ��-`"w�'"`�. �♦ {•✓!� ® ;�<;;,(;t �'.�,.•«..,».,.:,...�,....,..a...»,n,..Mn«.»w....n-,nw ...�...a,.«�:,,-...,.,m..,'ao.,."""n""'"�•>-.'..��'" ° (fV •'{ ♦� R„�'" � � y pd� ,� `' �,r s ° rC ii •.u.••.a++e. v7 e P 0 dPULTEHOMENDIMWMB °e.sn a Jam.. .-,• \\` v R Approed By 6 91 141 - PA } ,� -- " .-' f' -' ��` `. DESIGNED BY: RECOMMENDED: 90 r" wSot, �-�,a=' �-- _�«�... ° _..... --- -- ----- _ ..�. _.__ r' ` r ... '--�-...t�•.._n ' � ' ''f -..,.r � y YRANCHO .� . t � ' A, CALIFORNIA DRAWN BY: as SHEET ,a 150 ularin Ave., ING.c FRAME C. RATSuite 160, OF 31 •f� FORJCCHBAS 'NS� j { �' _. Q CHECKED BY: Mesa, DRAWING NO, r - �c� za93California 626 - .z CYT7€NGItfEER YM'[E WITH STA �PECifICA F09: KS OQ ,� .� - ^,... --- Associates llforn�e • _ WWATACm $ � d 3 tt - d - ....: (714)4349803 (714)434-9109 FAX ,� --' Landscape Architecture rX**TfQlJCt0N NOM .. ^.�.. �`�.ti ~ ~ e T SOFTBALL BASES AND ANCHORS BY 501-CO,C-R- BACK (�* MR13 RMURN fiffialM MODEL k=k-mll ROC, FodrE OF =R5 HOMET:ILATE BY MOLCO, MODS- 40300-AS "ALL -5,Q=E11 4 CURB AND GUTTER PER AEkCASC, CIVIL STREET ROW. I=ACE OF WALL \'l IMPROVEMENT PLAINS - Ill PITCHERS PLATE 13Y Boll MODEL #410 FG '�FIRM GRIP" AVAILABLE FROM: o PHA SE Ll CONCRETE RAMP FIER AEl­ICASC CIVIL STREET OMARK SPORTS 00 ' �- a w ., }tel kx f� PROPERTY LINE Aol ( ) mogrQ6 IN G �NWA Y L1 E r11'%COICIE WALK PM AEW.49C b,, Q:9 CIVL STREET IMPROVEMENT PLANS - 1, -a Qj RPNE44 AND INSTALL 6" C44AMW FENCE FIER Tt�s w �` �r ~�` / PA PLANTING AREA PARKING LOT' FIER AEI­CASC PERIMETER BLOCK WALL AND U4 � FENCE PER e,� DETAIL SHEET J.-I r� -�_.-__,__._ � Rt�� 4.8 FURNESH Al INSTALL 12 �I-4AINI�II�G'4 PLASTER PER DEVELOPER Typo TYPrAL l`� } L-24 r t '^ "a• w•r .av,w.µ.•w+rcw.,.....e.-....,arna..m .»,.. w.m mv. w•a�.+w a•®..w++n w+a+»•w,a r.uw +o-.•r ^W, "`+..,*.. ''t �,\``• `, _t • ' 1 -Tm BLOCK WALL PER SEPARATE CLARK 4 GREEN PERm ALIGN ASSOCIATES WALL 4 FENCE PLANS - NLC, FURNISH AND INSTALL Bill RACK BY CYCLOOPS 505 N1, U-10 START POINT 01= 2,0 MOM #2175-8-P-C COLOR: To BE SELECTED BY CITY v iQ1) T TH PARK SIGN PER DETAL —1as ,aH "• ': '` V ALAI FROM*. .w TRAS44 SNCLOSL)RE PER CITY 1 �,-» . •'a.^'w"..a�''P' y rt�tik r��t i<, p s t FS i 4?� il/,� � - ..-w"..a,,...�., ,..,.._..,,•_.,... rter'. q PACIFIC SITE COMPLEMENTS, INC, ` � ...,.,.....« N T 21 , SUll 224 __Ake 15 • e r 5 a t 4`i r do y y t J' `•..................:.,aa.„,,,.�•..., ""• �!4•. �”'° ` `• BLOCK ® RVINE, CA I 23 P""a 1 uFe rR A'.e�y�t_$�1r. Fi'Ef Y �'. tR t1,{ ..rs+ �r t`3?:`. «'2'�"K `3;' rEy'r �.� r :•^t�,, 4 �`� '"''• "' r, ,. ,*�1\}1 Er a� a yu ��, e 2 R R M l:,. ,} S ` CAP FOR WALL TO BE A MUSHROOM TYPE CONCIRM VOC l ! 500-0483 FAX (S49) 500.04015 t. 4 PE AM FURNISH AND INSTALL PLAYER'S E04Cl _R l rf • n, a .. '.r., MANUFACTURER'S RECA:;A�IIIIIIIVATVNS 4.14 .- :Y .+:.- .' ,..: rc,t .. +.L;. ...... ..< ..,-,r }..s._ ,.., r•,. , rc:...Y. �„r-1.. {v:' a..f,• t•1 t :V 4• 4\ f�tv' t' y, t .C.� +C- 'Yr. 6 f --1 7: R R :^`5, ti_ ':.a 't:. 'F �r L� T� \ C.. it: •i:H+ 4 � ,a s t LA STEELCRAFT _ x•945 i:: f >f_. f���, ai`r �. T , NATURAL CONCI;M1'F_ INSTALL PER DETAL_F_, • MODEL NO, LFI=S* lop 1, l4 .:..o•.,re.m � • R,° \ .f" 1 COLOR To BE SELECTED BY CITY REPRESENTATIVE CONC4�ETE SIDEWALK TO BE LIGHT BROOM FINI944, 2 ` T • T 913TO 3A 04 AT AVAILABLE FROM,. 4.7 (P a" THICK REINF-ORCED CONCRETE SVMAJ-K ,,M....°M,' +, ,€" .2} a},sb /4 .c <s }u. 1 ®.ate,...-..: ,.,a.,,n«•.,,«.,.�a.,*®' .,..........,, RECREAT EMENS COAST LOCAT` — •ry ` ® 391 AIRWAY E, SUITE Al COSTA MESA CA W*26 THICK REINFORCED CONCRETE SIDEWALK wy»aa.w.�s'111 4 t ® _,t+fF<rIt \,. Gs 4e.;t °,r-wkr,.♦f.YItr*'�,qia :Af..���rt. . . . 4 • ,• gym, KK w ® + . CONTACT-, WE-GG ROAEsw � V C a ( } I _ ® 11 • Z�Jt-x.:, t v }/ Z t 4.• • pw ` `• 4•••� • ....a,.«..».,...,........•,,.-+.... .o.,...,..,.........,,., =�a.,...,,.--•n............:.....«......:.,..,,,.,.,.•...,,..,.r.»>.,,w,...•«.a„a•<.....w�a �y '"^"^^...,w..,..,,.. `°' p 1� TTL T % (9 , U12 MRNS14 AND INSTALL BAT RACK PER MANUFACTURER'S RECOMMENDATIONS CONSTRUCT CONCRETE PICNIC TAELE PAV 1 •3 � GIJANTITY: T 7� 0.0. Yt 1 • ll� AILABLE FROM: PER DETAL�° T TSPORTS 1 .o rtes ♦ ® t RIRNIS44 AND NSTALL MR 1211 DEPTH Pi-AYCIIII SAND, PA 22 jyygw c"� ` Lt r` T (""y ♦ d 5i/ tP- * ° v • • + .. . •• ynrt rr'P ~^ �' Y 4R s r 1 ✓°";// t"w., 'r"r^'"'� REFER TO PLAYGROUND ENLARGEMENT PLAIN t� \ °�' �2- 1 �r ry` ' Jw i 1 71 7 i L r INSTALLFURNISH AND 1 r BY LANDSCAPE STRUCTURES SWEET 1 ,} I • • �' • e.R 4 tf' F.: t �' tr )RSH t.r-t, y ra 1 JC ,i � `, % ,} CENTURY ENLARGEMENT. Y ( INSTALLPA I RECOMMENDATIONS REFER 4,11 or Jol tAVAILABLEO 4,}4 A TALL IN rA cr4j i 6 11 r 1 mr1 �� COA ST RECREATION INC. PE2 MANUFACTURER'S SPECIFICATIONS.,? r 4.18 351 AIRWAY AVENUE, SUITS Al MODEL: HAWS 03150 1 �. ME92626 AVAILABLE FROM COSTASA, CA = 4.12 P , ° r, ' f �.e'S tl + " , • " • , • • " • a • • 'S, ,''e 'A t6 { ),�j 1 f 34'tk v ,r `art# �qY O CONTACT: GREGG RO RS SPECIFICATION SALESYC 1 (71,4) 9,19-011 PHONE ) 594-7OeS •« •» • , 1 'A, ;R,+ s , ;:ti ,�r - "°e, ') FURNISH AND INSTALL DEC:OMPOSW GRANITE (D.G.) STABILIZED DEPTH IA 1 a ` , 11 — 1yETT LILG INSTALLION SW AND CONFORM T STANDARDS. T TIP � tt 1 1® 1 `4 ` ' • h •��„"* r < AVAILABLE QUANT% I }f�. GAL MATERIALS 1 1! 1 Af a+...�V4m w:.,uw.nnmmaw..,•w+•ww.e••u. w . wu.rn++a•e..w,_a-aw., f 3 IJ AVAILABLE FROM: b 1r , "44 » r•^4v^ww.u.,,,a, • , y Y,,,r t } f N' r'} FURNIS14 AND INSTALL E04CHES, 15Y RON MOUNTAIN FORGE ITY LIGHT (TYPI (949) 4960057 I � �,, s�; • PACIFIC SITE COMPLEMMS INSTALLT OURNO PER MANUFACTURER'S, RECZ)MMENDA1 tR + ` "°^""'^„*+.,*,«..,•«..,.,.,,,,«,a�++>yr.•.„»„ •} f } 3Y QUICK CRETE ,�.7 T ♦ MODEL NO: 28"XF-b T ° 4. Z QUANTITY-- 5COLOR: PANI BLACK, HEART REDWOOD BACK 4 SEAT INSTALLMANUFACTURER'S T MOM NO; Q-LBT-WPT COLOR Cl - NATURAL TED<nPZ AvIaLEFRoil SMOOT14 W/ TRIPLE 6-A-01% SEALER FACFIC, DESIGN CONCEPTS •G.,.a F Vt f '"'^�,. :;'1 u r ,,L ,+ 3 .'4�,��.r it j `�t' j ``, ;^""""""� QUANTITY: 2 o' Pool E30X HUNTINGTON EMACH, CA 92647 AYA : ; 4,8 1.1 VOC (714) 846-4885 FAX (714) 846-3485 QUICK CRETE PRODUCTS, NC, � 1 , ( ( 7 T T Y QUICK CRETE P140M t�, El 7032 10 MODEL: OR-CAL2832W 4.4 �.,P� ♦ COLOR-Cl FURN04 AND INSTALL BW GRILLS BY RON MOUNTAIN FORGE 1 32 W1 STANDARD GLOSS SEALER. L # �` INSTALL (DIRECT Y) FER M AC IS RECOMMENDATIONS 4 ` �. as w_ , 1 BLACK 1'�STEEL ow PROFILE" wl SECURIT'Y' CABLE AND BmT t°°I NO. 200-X AND/OR 210-X a, ~ 1 a tr ,>� I ( a QUANTITY: 9 COLOR: BLACK 1 I it °` E / \ / l 1.4 4.13 Fq I AVAILABLE AVAILABLE FROM: pig PRODUCTS, INC, PACIFIC DESIGN CONCEPTS 19 PHONE (WI) -M*1-6240 FAX (111737-70.32 P.Oo Box 150% INGTON BEACH, CA 92&47 FURNISH AND INSTALL 3-ROW BLEAO-IIERS MY LA STEELCRAFT 13 PER MANUFACTUREIRS RECOMMENDATIONo, 10 T ' s18 T INSTALL , 602 4'8'5K E 4If ry S f A1fAIL1 FR01r1; -..w..•.•.•.,m..,-W,.,,t t ,ice \d F,t?/i ,{ i yr 'Y cr S:kms / •#• COAST RECREATION ...._ d�` � N.,.,,„.«",..m...,,, ry Y f f rt:< °`•,ya F' � d � 3 } AIRWAYAVENUE, SURE A-3 COSTA MESA, CA W626 p{ r ",-1490- CONTACT: GREGG ROGERS 1 4, Y (714) ) 1 4.17 }, • f`f f C 4,17 ,4 �'r ��-- 1, ®ARE �" , BULDING FACE A y T DIMENSIONS AFM SHOWN FOR APPROXIMATE LINE AND ALL RADII OP NOTE: 4.12 4 AND CURVES AF49 TO HAVE CADNTHJOUS AND SMOOTH TRANSITIONS ~ 1 r 4 °� WITH , r ' J ♦11' �'f f ` r vs r 2, ALL FORMS AND ALIGNMENT OF PAVINGT TO REVIEW GRINID" SERIES 200 ( ) T23-8444. CONTRACTOR m X° 4 •4 .� BY CITY INSPECTOR PRIOR TO POURING (GIVE A MINIMILIM CAN ALSO HOURS Al T PROVIDE 4 �/ • 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTLITES PRIOR TO A Oh 41�1 B / ` 1 30" 1 t • , •'. ` p , 'rt 1 5�i4 r ...r+� r` i� IRRIGATIONON N AND TION PLANS. CONTRACTOR CONICTION AND SHALL BE HELD LIABLE FOR ALL DAMAI SCALI 4. CONTRACTOR SHALL NOTE AND INSTALL SLEEVE LOCATIONS SHOWN t ' MAY PROTECT AND UTILIZET Y, 4 a 5, EXPANSION JOIINTS SHALL ME PROVC*D WHER:E CONCRETE FLAT WORK ♦ ,r , p % AMENRY 6YMBOLS i; -UMNSWALLS, STARS, s CUR5S, COLa POOLBOND BEAMS pG ' ,f —i PICNIC TAms AND ABUTSY T 1( . I �,. tr rr.' ��+ :"`_ �f� , ' • ® 5T7 t � �, °f Ut� iC P: T x' .r�` � MREGNATEP ALL } • ` � • rr C9 580 GRILL JOINTS SHALL 14AVE A URETHANE COLORW SEALANT CAULKNG OR EXP, CONSISTJOINTS SWALL r T FIBRE, rm JOINT FILLER UNLESS INDICATED OTHER WISM RIP TOP FOAM 162 ACCEPTABLE ~ m ~4.11, 4, 0 TFRAS44 CONTAINEIR F APPROVED BY LANDSCAf�`E ARCHITECT AND CITY INSPECTOR. A a ` ^�• ♦ ZL TT ,% / f & DRINKING '}' LATEST UNF<)RM BUILDING CODE, 3' C tyPAW BE s AND 7. THESE NOTES BE USED IN Til WITH THE PLANS { DISCREPANCIES V44LL BE M p' "" �...aw.ae.,.• �+' - , ,+ .. ,p..1,t., t 3 1,iV sr (fL,Y�y .P .•" �,. / ° T TO THE ATTENTION 1 1 _ � :,t t' .1 ,�„ �.a..«,a,.,:�n,m,a~•. ` + .�,..r.�...a . ., .. , mr .• _«_•• K., ® INSPECTOR, Akq CONCRETE �d4 a, CONTRACTOR MUST ALL/ , FRAMINGIT S AND C rT A° . B . T STARTING T DESCRIPTION OFREVISION DATE: APPRQVE.D II 1TP a°,r.` ,.-,a.a..o-..a,.N.•a..p•...a..aa,..,...«a•,. ,,,...,.•w..:«�....a.«>�.w.,.�. YY NOTIFIED 4) ® I T\/ F A H Pin' 9. CONDITIONS NOT SPECFICALLY SHOWN WALL BE CONSTRUCTM SIMILAR %A." TO THE DETAILS F0R THE RESPECTIVE MATERIAL PIETER, BLOCK WALL10. THE DRAWIll AND SPECIFICATIONS RSPRESENT THEE FINISWED STfaJCTUR.F- RANCHO SUMMIT PARK 4_85 ALL ETC 9 THE SOLE ( � PER �`� O THE J013 40w+. .. r'•^ `� ✓ �`'`� ✓'����'° 0.A¢' �,r �""'�.�� "�+ a� w! }°n '` I RESPONSSN�BRACING, TEMPORARY SUPPORTSTITY OF THE ` t TOBSERI ® Y ISITST q, - ro14T. CHAIN LINK FENM SITE BY THE LANDSCAPEE ARCHITSC`t DO NOT MAZE NSPECTION OF HT. CHAIN LINK PENCE CONSTRUCTION METHODS A10 SAFETYT THE WORKSM CONSTRUCTION PLAN q `� r - �' I L T Y IT T BE CONSTFLED AS CONTINUOUS AND DETAILED 208&,DCCHANTEAM F:1.AYER 5EWCH 11, MS", MTERIALS, EQJFqvENT AI MODUCTS OTHER TI-1AN THOSE 81. 9 �''': '��. }♦1 c _M a , IDED AL OWNER,M THE CITY ENGINEER * RCE N LANDSCAPE IV Be OF w P-1-( ° ' ! GOVERNING' DESIGNED RECOMMENDED:8Y: DMU ol 1z BUILDING PERMITS et5b SPECIFICATIONS NOTE: SHALL BE O13TAll MY T44E OWNER OR CONTRACTOR L ELEMENTS Or- THE DESIGN RSIQUIRED BY g,p BLO - +ppb .� "" `° :{" w�. .. .•- -...�--- LOCAL DLACE . !UA DRAWN BY: 1 ulrino Ave., sH�er INW, Suite 160, L-4 31 OF RETAINING PLANTER FLASH WALLS OR ANY 0714M VERTICAL ' T T JACKET of es T PROVIDE A4 AS CHECKED BY. DRAWING N®.AND AN APPROVED WATM PROOFING WMIPOUNO SUC SAMPLESFORA Y AssociatesCalifornia62 T tandocape Architecture (71a)a sada (714)434-9109FAX 411 II CONCIRF-TE WALK, CONCf;MTE PAD OR �' LIGHTNATURAL r SLOPE SUBGRADE --- ®----- / MIN, TO eROOM FINISH 4 APERFORATED I ,,It T a A . C C `\,,/%\`\/,/\//`\\\//,'\\o/„\,�\f`\�//'\�,//\��\,o/\�//o(.rr\%\\///\\\\\\\\\�\\////////�,\\\�\\\\\\`�'\/�/,\\/`\\'f•f,/\%\'/\\\\\\�\///\////o`%\\'\\\r\\��/i\\o\o\o\�\%`'\\\�\\/\/f\/\i,\%'//\\\r/,/\//\\\/\ r\� I°.•I.�:p�.. i i III IIIIII, 1 • •I®°! %\� \, \ u I\I 1r1o r`,®a® °'`<r op• C:.`.t•t ��\. \®i/l«\\\\\P//o�\•\\\\®r/•,�r eK/t./t/ ./. : '•..< a L. ,/-\\-\ 1 CLR IN TOP OF SAND PER GRADING PLAN 9,AREAS. CONSTRUCTION PLAN 11ILR N TURF t //\ \ /\/ CONCRETE SLAB BASE FINISH GRADE / < < \ 4- WEARING l � E 4. BASE MATERIAL PER k ,,, <,S < 4 . l % l L < G MONOLITHICALLY POURED, THICKNESS VARIES A SECTION 'A COMPACTIED SUB C4R4DE PER SEE sECTION 'A' ABOVE MANUFACTURER, (1) #3 CONT, GEOTECHNICAL REPORT SCALE, T. . I I CTH ADJ,C ADJACENT SECTION NATURAL CONCREM COLOR WITH THICKENED ®® I11 is-oil DETAIL W1 Lr.%HT 5ROOM FINISH PER 16” a I INTO CURV \ , p 1 /• rt;l s ti , / 11 ` o TH I o f / MAX t 4. 1 o NQM f 4"k 0 > ADJACENT TOT LOT CURB WITH THICKENED 901/0 COMPACTM Vlb x EDGE PER Pf f MAX,1 11 ra //INZ \\ / t tKEYWAY, CONT, TYP. CCITY EWALK, PER CITY ST0, DUJG, NO 103 t ItKEYWAY CONT, TYP. I SCALE: 1 Ir 1' 11 I m R'm%E%%*:'m;';11L1ENT SURFACING D 4 ANL.,) TH` 1CK __CONCfRE1m1*1"E FAVING RESILIENT I GRILL TOP OF TOP OF SAND i/2 BULLNOSE 1 t '® PJOINT CLR CONCRETE H — 1/2" IU t OR 8 tAS OCCURS F.S. GALV. STEEL PIPE « "y � FAINTED —FLUSFINISHEXPOSED EDGES AND 5LACK PER MANUP, SPEC, IA. T HEADER, —1" I (INSTALL L T L « IN LURAP POST FULL DEPTH WITH55Q, UNIT, REFER TO SIDEWALK DETAIL(T 60P OR 8 EXPANSION JOINT f SEE ! I T \ i ISH SURFACE PER PLAN r TH< CONCRETE PAID, #4 VERT, REBAR / t CONCRETE FOOTINC DETAILREFER TO 1 . ® I I SHEET . (EXTEND INTO NATIVE SOIL) 77, TRASH RECEPTACLE c -5AR ROD 4.1 — CONTINUOUS } AT CENTER COMPACTED AGGREGATE (UNLESS OTHERWISE INSTRUCTED) SLOPE SCORE I 9 I IRELCOMPACTED \ / 111MI RELI COMP SCALE: N.T. SCALE. 11611-011 \ SUeGRADENOTES: REFER TO CONSTRUCTION 1. USE CURB MACHINES AND PROVIDE WEAKEANED PLANE JOINTS AT 5'—o" C. PLAN, SHEET L-4 FOR N / „ EXPANSION JOINTS T 10'-0” O.C. I I i 2. WIDE' C NCITY—MAINTAINED SPEC f f I U NCITY—MAINTAINEDF iON i IVL —MAINTAINED , WIDE. W ® a I/ 11 -11-011 SCALIE: !44 1111 11 r C T 520—C-2500 MIN. 0,C, MAX, , . I UMAX. P V IX. 20'-0" NOT F DETAILREFM TO THIS SWEET, F ICN IC FAD E CONCRIETE HEADER CIT)" STD, 534 C TOT LOT CUR5 WALL ADJ, SIDEWALK A 55Q INSTALLATION CONC. PAVING SEE CONST. PLAN TOP OF SAND PER GRADING PLAN No. 24953 1 ® JTd WITH 1i4 11 . . f f i DRAINAROUND At- SLOPE SU5GRADE 25ka MIN, TOWARD PERFORATED PIPE COMPACTED 2% CONC C'p p O.C. /// pFG rrYf IPE DESCRIPTION OFREVISION DATE SM CONST, PLAN OR AS NOTED F"ER o IF LESS THAN 30 APPROVED ALSO SEE GENW;ZAL • \//\//\~`i\`\/ �`o\o\��i\,/\�\i\/\/�i\/\/�i\/\/\i\ i\/\/�i`/\\��i\/\\ NOTES. ® EI WITH 0Q FILTER SOCK: SLOPE MIN, PER CITY OF RANCHO CUCAMONGA W/ RADUS EDGE 2. UJEAKE14-M PLANE JOINTS 061 V OZ. MAX OR \ ' GRADING PLAN\ AS NOTED PER PLAt-L JOINTS TO 5E % RANCHO SUMMIT PARK 0- 0 RELZOMPACTED • s /3, MKIP, JOINTS TO M ASPHALT IMPREGNATEr> 2' ° SECTION SCALE:FELT FORE WITH COLOF;MV URETHANE -4- CONSTRUCTION DETAILS JOINT SEALER, COLOR TO MATCH WNTR0L/5CX0-)PZ JO INT `301% COMPACTM. 4, CONC, THICKNESS, STf;MNGTH, COLOR 1 1 11 11 SIJEWsRADE Approved By TE: ey FIN, AND REINFORCEMENT Fr=R CONSt 24953 NO. PLAN, NOTES AND ® DESIGNED BY. REC OM MENDE : 60 DRAWN BY: aularino Ave., SHEET ATAWJD Suite 160, of CHECKED BY: Costa Mesa, DRAWING NO. WIATAC Assoct t e sCalifornia92626 Lendrerpe Architecture (714)434-9863 (714)434-9109 FAX EXFt4N%510N JOINTS B PERFORATED DRAINLINE 1/2" 0 27 k STRAND IGRADE POST TENS I ii b . ® I f I tr I fFT, . a: ,:'.• SEE PLAN FOR CABLETOOLED EDGE AND THORKOL I ! OR EQUAL / " ASPHALT IMPREGNATED FELT : l 4 .. A , . . ® r a STRESSING END OCCUR GRAPE-5EAM 4+ � 1 =t—! 1 _ ' ' ii fs•a j --I I II!I XIIS11 =f f 12" WIDE X tl ) BASE,AGGREGATE ` CONT, T DEAD ! , +',' / Iry IPOST f I TOOLED EDGE AND THORKOL 7 1 tI tT ® POST L 1211ii1c.- �EAM �IROUND FERIMETER OR EQUAL 1/2" ASPHALT U ( ) — T« TT « I . « ISCALEMPREGNATED FELT® , C I ITBC*N SYMBOLS STVMWM MO OF 7040M STRESSING END OCCUR DEWALK TrP « ADJACENT CONCRETE WALK ING BEYOND = I 1OR BELOW SE CABLE PER C3 10�N. A14 . T I I " „31 3 POST TENSION DETAILS, THIS SHEET. SEE HOLE IN 5ULKHEAD. USE 45 SCALE* N.T.S. T T I - POCKET FORMER AT SKEWED--\ STRANDS LAYOUT `34t tNOMC tEDGr= CORNER AS ! PL4N VIEW AGGREGATE SCALE ® 1! t I 1, 1 trAFTER TOP INTO RECESS ANCHORESSING END OF TENDON SCALE- N.TS, C 1tTENDON ----TENDON , 1181,0011 11 Im #5xIa" TOP AND 50TTOM ® REINFORCING FOR OPENINGS IN EDGE BEAM AROUND I 1 tI NG OF NOTE IFULL DEPTH I III I I . LOCAL RIVER COWLS KEYLOCK PER ABOVE f . e*_� I_" 11 \_11 05 TOP 4 I « rrpl , BOTTOMELAS YEW.-- 7 SCALE: TRIM ARS AT S ' dSCALE: NTS, F>06T.-TENS ION DETA ILS BASKET5ALL COURT ION- ED GN &X8XI& CMU GROUT FILL ALL CELLS WITH RE5AR, I! t C2409 WALL ALT, END IN FTG. - AS SHOWNH S MMIT P RIVER BLE VENEERor AT . 1403 OF UBC aX8X]ro CMU, GROUT FILL ALL I _ ITH RE5AR . I1 1 1 C 4. CELLS PIDESCRIPTISN CFREVISIDN DATE APRaEn FINISH GRADE. MgMM0M;ENT` S*N, LOCAL RWER COWLE CITY OF RANCHO CUCAMONGA (3) 04 LONG, RE5AR CONTINUOUS. 7591', OF LARCBER 0CUUDERS 0\*,eM 1211 DIAMETER I TO BE IN B0170M HALF OF WALL ®GROUT, REFER TO 154REEN MWOOK _ I< <1 CONSTRUCTION DETAILS �= itTom« TwicKNE� 13010 COMPACTED SUB GdE. v NOTE®st CRY 1 (2 . 249533 WALL SHALL BE BATTERED DESIGNED BY: RECOMMENDED: 101 .SE • 150 sHEErDRAWN BY. larino Ave., Ins' I mm'sIll 1111mal 11 1 1111111 1111 Ill Mill,11 111 ArAWJD uite 1 0, of 31AL ECKED BY. sta ea, DRAWING N0. AFARK SIGN WWATAC A ssaCwis lirni96Lsndocapt Architecture (714)434.9803 (714)434-9109FAX Mill PARK 6IGN --------- 1111 1 11 TIES ET e TOP, MIDDLE LIGHTN. 1 I , ALL STRIPING r AND r POLE LIGHTt! OTHERWISE WIDE UNLESS C 3/4" rrNOTEDI ® I r PLAYINGA307 ANCHOR BOLTS, LIGHT 1 PROVIDE !r LONG HOOK SUPPORT POST PERClFINISH AND PAINTEDL MANUR� RECOMMENDATION TOOL OR CHAMFER EDGE KEYS - CALIRED rt 1 FORNI EXPANSIONI ,0 PLAN 72 JOINTAVAILABLE THROUGH: it-oilELECTRICAL CONDUIT 4 , 01 POST TENSION CONCRETE PLEXI-PAVE II I -ER TO FG SLA5. REF1 IRADIUS tO:w•tt••e .9m•w�•a4\•.r.. ,"•'P\•d\\'\�'`\\°i'.,.,.4��"r'`,,\\.:\\\.•\\\s'/"\,•,\''_„:r1a.2:\\Q®\ m\•\\-'•%+\�:.•-`�t/-\w'\\,.a\�.4c,r�%rr .es\.•�.«\\�•:.\a t-.P\%:-:�-w`�s.w.:•`. m ; i � \ . \ , a f 1 , .— q t , m ' r! s , a "..e rr �r u ,zN -G, p EEF 2 IL 7r STEELCRAFT MODEL I 1 444 CONCRETE FOOTING (2500 RIM MODEL NO. HOroOO 44 PSI, 3/411 AGGREGATE MIX Xw: - CONC. VIBRATE WHEN POURING : 04 BAR e EA,\a ® OUTSIDE RADII I TENSION-OR POST SWEET 4T e " tTIES e t! / C44, ALL COURT � I / / QPER GEOTECPNICAL EE GME NSTRUCTION AND I RECOMMENDAT IONS THIS SHEET FOR POST AIBO)/E F SECTION DIME14 INOTEa I r fI 5AR SHALL CONFORM TO ASTI r LR. BOTTOM PLAN VIEW SCALE: 1/ 1 A6151 GRADE r / rGRAVEL SECTION BASE u I n HEADER, EXPANSIONE 5A%SKET5ALL 5AC;K50ARD F06T B 5ANS<ETIBALL COURT LAYOUT H LIGPTFOLE FOOTING OCCURS FULL DEPTH CONC, WHERE I FENCE/HEIGHT FOOTINGCONCRETE FENCE FULL DEPTH 0`0 POLE I I — FIA�. I , JA1000, BELOW PON CONCRETE FENCE HT, OF I I C POLE/FENCE I I 1 INSTALLED r! %rTENSIONBELOW r " 1211 If rt / IDETAIL FENCE POST PLAN BASEBALL FENCE POLE MANUFACTURER'S I f f I I IONS 11 I" f MODEL 1 I I 'ALL SAFE' DIAMETER10 FOR POLE 1 r " 1 rr rr 11ERS 5ASE HOME PLATE I / I Y2 If EXPANSIONJOINT ir rr ` n lrn DIA, rCONC, HEADER 15"xVx3i" WISQ. TUBING ANCHOR r!E 2411 E�7 20'-0 PENCE EASE EDGE POST 4 SQ, TUBING SLEEVE W1 011 _�®-aTA SWEET 4 . III !1T, I I I , I , CONCRETE POLE 11 MIN. 18" DIA, FOOTING,_ r BRICK FOOTING 1/2" EXPANSION JOINT 2, ABOVE SCHEDULE ASSUMES NO WIND %SCREEN OR OTHER NON-WIND 130% COMPACTED PENETRABLE FABRIC, OPEN MESH CHAIN LINK 05/0 ONLY, TING FOO A, ' I 1 I 1 O,C, , / I I I I 1NG ° I I/ 1 i C It BOLCO MODEL #205 ANCHORS 4 One N I TO 1' I I I ITHIS SWEET FOR CONSTRUCTION EQUIPMENT5ASE SWEET L-4 FOR SECTION 4 IDETAIL I : r - rr lr rr SPECIFICATIONS*-oir A 545E5ALL 5A6E G CHA SECTION INLFN N 1.3/4 ('3) GAGE ESE GAL.VANI� CHAINLINK PENCE PER CHAINLINK FENCE. CONTRACTOR DETAIL C 4 � THIS SHEET. TO PROVIDE 24"44" SAMPLE TO I/ E 13 GAGE MESH, GB CAfNLINLANDSCAPE ARCHITECT PRIOR ROOF OVER I /11 r I 1 I / m ps� 1/ " I IN I I I ture —TEAM DUGOUT BENCH 10 IC SHALL, CAL% — Er 1 r r1I I AT I N I 11 INSIDE TH1 BAT RACK 09-T 6jYF/, STRETCHER BAR 2, BE KNUCKLED AT TOP 4 BOTTOM . I 1 I r II CT I CUSTOM CUT I X. , ON I C } I 12" , /1/ „V rI � DESCRIPTION OF REVISION DrAPPCITY ROVED y v42 ED ro' CHAINLINK DETAIL71 - I I I w f I I , CITY OF RANCHO CUCAMO GA ENLARGEMENT, HEIGHT -73 0 fflzl z 0I ®E I SUMMITRANCHO I I I I If / DRAWINGSREVIEW TEAM DUGOUT 15ENCP I INSTALLATION. 4rE PARTIALPUTEHOAMMMMIMB IApproved NOTE. CONSTRUCTIONDESIGNED BY: mommommom RECOMMENDED: FOOTINGPLAN SWEET L-4 EQUIPMENTFOR DETAIL I DRAWN BY1 rin0 Ave., SHEET OIL 1rn I I IONS, Suite16 ' F 31 CHECKED BY. Costa Mesa, DRAWING NO. Associa California 92626 C CHAINLIN< FENCE WIATAC714)434-9803 (714)434-9109FAXtandtcepf Atshrt@cret6 It m F 5ASE5ALL DUGOUT LA"IDUT P Won GENERAL CONSTRUCTION ®a MN ETE PREP6RATION EOR STRES3M 5 12N 1. Unless noted otherwise, all concrete shall attain a minimum . . - :� MERAL compressive tr n t of 2500 psi at 28 days(restroombuilding After the bulkhead Is stripped, remove the reusablepocket foundation) former. Check inside each pocket formed hole, making sure k Al1 that exposed portion o anchorage is clean. If fl of , 1. All construction and workmanship shall conform to the 1997 Aggregates shall natural sand and rock conforming A 2. cement Paste has intruded, remove it with a scraper or Uniform BuildingCode. Ci10 screwdriver. 10 2. These notes shall be used In conjunction with the plans and any 3. Cement shall be PortlandCement conforming to ASTM C-150, discrepancies shall be brought to the attention of the Architect/ T I or II, to alkali. Insert a air of rippers hap into each anchorage. .. •.` ," •�•' GOWNmews A Engineer & City Inspector. Put a crayon mark on the strand at the edge of the slab, r .♦ `.°.'♦°.'.°.'♦'♦ 000.0:°0.00••• . .♦ S 10 \ i Water shallpotable, clean n freefrom injurious amounts a constant dimension from the a o t slab. yellow • • ! . Contractor must check all dimensions, framing conditions and of oils, acids, alkalis, salts, organic materials, or other crayon and a wooden carpenters rule are recommended. »` '»'0'0»0°0° i `»` »• ` » '` °'»•° ' '» site conditions beforestartingark LandscapeArchitect/ substances h may deleterious t concrete r ° ® \t � Engineer shall be notified Immediately of any discrepancies IGREQUIREMENTS rinforcnt. ••• •• •• •• • •• °••• ••• .... ♦♦ !♦ ♦! ♦♦ ♦♦ ♦. ! .♦ I or possible deficiencies. 1. Stressing shall not take lac until concrete h attained ° •°••°••°•°• •° ••• •••• °• °° °• Admixtures t u in concreteshall a subject prior ♦...♦♦. !♦ ♦.. .♦ ♦!.♦♦♦ ! .♦! ♦. . Conditions not specifically shown all construct similar strength of 200 psi s determinedy standard cylinder ♦ ♦. ♦♦.!♦♦®.. ♦. ♦.♦♦! ♦..! ..♦♦♦♦ . _ - =p '•':s / /_-"moi approval the W ! ♦♦♦..♦♦♦. .♦♦♦♦ ♦. ♦♦.♦.♦♦ ♦!♦ .♦ �..t. •' /`�`°/°/ to the details for the respective material. tests, Concrete strength requirements are deter in •• •••• •••.••• •• •• •• ••• •• •• •••• •• engineers specifications and shall comply with ACI formula !. .. ...!..♦ ♦♦♦♦. ♦! ♦♦.. ♦♦ ♦ . ♦♦♦. °, `, // / �,/ �,/ �, / f, �,`°f\f,\/,�`���\ 4 4 i •O♦! O♦♦!a O♦ ♦♦O! •O•O O• •♦ !O •• O♦ //1�� f\/\ /\ /\// 1\�/\''•� e a`�P e � \ \ \ ' 5. a drawings an specifications r r nt the finished structure. 6. Maximum permissiblewater-cement ratios for concrete when 26-1 ♦ ♦•..♦♦♦ ♦♦ ♦♦. e♦♦♦♦♦ ♦ ♦ ♦♦.♦ all bracing, temporary supports, shoring, etc. is the sole strength data from trial batches are not available shall conform ...♦. ....♦ .♦ ..♦. . ..!♦. 9 'r /,,� /,% resonsiilit of t nractorWObservationvisits to t jobar 31 - aximu lu shat! 2• Stressing jacks shall a powered y electric hydraulic pumps \\ `� \�\\\ to Table CI tand / r` / / site y the rchi ct/ n ineer not includeinspection of e 4 inches for slabs, and Inches for footings. and b equipped with an accurate pressure gauge, (Helicoid constructionprocedures. contractor f solely responsible t recommended), havin a " ini u dial ac n for all construction n conditions t rsit i Concreteshall curd whilein a of condition for reading no more than 100 psi r Increment. t° - 1 These visits will construed continuous n tail least t first a after placement. Methods for W �. C 1 r �" t- t � }AND STEEL AWAX T � � ING OPERATION t, inspections. accelerated curia shall have prior approval of the niers . �° a • � >- rE � DEEPWpAvygxilySTANLEY eurrT T FRAME- All construction elements adjacent to concrete may continue 1, Make sure that both the main rams in the jack n the small Z ON'k �, .Cc NO SHM. PAW TISOLT 10 w ••° S.14"X I"BAR STOCK OWSOINAL,BRACINGS. 6. Design, materials, equipment n products other than t to a construct followingthe 7 a o curing. rams in the hydraulic seating attachment arefully retract • 3. A �• . -4 WD" r D 4/42" V ANIZED STM STANLEY 0=6 CANIE BMTS W1714 LOOKING"W FM PAVLOC PER IFIN94 CARAM described el r Indicatedn t drawings e considered 4® x 7 o , for use, providedprior approval I obtained fromt • following minimum clear distances between reinforcing 2. Position the twin-ram jack placingit over t strand, PERDETAL E IL 60 MW 'CIPAMEL,FOR DRAINAAE. Architect/ n i r t applicable governing co authority. steel and faceof concreteshall a aintaine unless noted lowering it until the strand drops into the ac between i v ° Y a otherwise: thejack rippers, and movingit forward into t pocket T T nW PAW SWAL 1915 OLD CLIAKER 0102 FSARL UJI41TE FER 0117Y STANDARDT FUN N hole until the nosepiece contacts the anchorag it on 7, v -SW MtAL 12 NIS SWEEt, 6.COLM FOR Ul TO BE OLD GUAKER 011,118 ACRYSTAM Slabs on grade .............•W/WW....... Center o slab thumb on each jack gripper, push them forward until they 1W All existing fill soil and disturbednatural it r o be Concrete belowrade, formed .................a•. " close on the strand. Make sure that the backs of the excavatedan replaced It properly c fill. II ncrt of r e, grippers are lined u in order t all proper gripping %.If NLoo �DE LO UIRE filling, backfilling, recompaction, etc. Is to be unformed (poured against earth)...WW....iii..WWW.3" action and avoid damaging the grippers. accomplished only under the supervision of a soils engineer. Concrete exposed to weather....................1 1/ " • Point the handle of the 3-position valve toward the outlet FEWCE POST i All excavations r to Inspected n approvedoil ith two hoses. One of the hoses will have a hand-operated T Engineer priorplacement f concrete or Pipes a pass throw structural concrete in sleeves, but valve at its connections Make sure this valve is close . OW ,' reinforcin steel. shall not therein. i or ducts exceeding T �►'� one-third t sl r all thickness shall not a placed in Active hydraulic u and stress o desired elongation plus .4 Ct}0 MID . Footings are to carriedminimum f " into fir the structural concrete unless s ificall detailed. se®tin EA, PLANK AT EA. END loss, ut o not exc f W • IN CUT } undisturbed natural soil or approved compacted fill. 10. roved / " chamfersat all exposedcorners. W n the hand-operated vale allowing pressure to flow w / STEM i Design bearingpressure i 1 f with a increase for through that hose to°thets all rams In the hraulic 11. r to architectural drawings for reveals, areas f textured ttac m nt. is will seathe ripper inside e anchorage. ANGLE seismic or win loading. / 2"W2" w000 concrete or special finishes, items required to be cast into 6. Measure final elongation. If seating loss has been DW MBS. TO BEAM,C "DIAO, PLANK, TYIP. PENCE POST W Relatively non-expansive fill should be used in backfillingconcrete, curs and slab depressions. excessive, re-tension strand to greater elongation an 4"LAGS TO BEAM MOW, 0 behind walls. All walls shall be adequatelyshored uri 12. All concrete ll be vibrated. re-seat gripper. the backfill operation. T SI L NOIES 7. Record gauge pressure and elongationsDW CARRIAGE x T rr 6. All excavations, grading, compaction, etc. If 'accomplished5OLT (2) SA PLANK and performedin accordance it it r ort s prepared i v the 3-position valve to the other outlet an activatex x X P6t' " AT EACH END y: LIGHT i - 0 �- 1, 1. oat-- Halon sh firs in ar only for strand plac m nt u , thus retractin t main ra s! CAP n stressing recess details. DATED: , To releaseJack from strand, push foray on jack as rams " STEEL ANGLE / t• 31Y0" The soils report Is r rt of these general notes • Other reinforcing shown is mforui ie structural retract. Grippers ill automatically release • La and all recommendations contained therein s II considered FILLET as snimu sW drawings for size n location of all other reinforcing, . except r ort steel or chairs needed to support strands. T • r " ° W The Contractor must verify that the plansn reviewed S CHECK " ' l 1211 Y T y the SoilsEngineer prior t start f construction. i Post-tension shopdrawings may not drawn to vertical T scale and do not show all deviations from level such as are Occasionally It will be advisable to use a gauge reading touCONCRM PENCE POLE FOOTING 8. All soils excavated for gradei r , etc. shall be disposedshown on architectural and structural drawings. Refer to check the final anchor force in the strand. This Is done L 24n- PER DETAL J2-, SWEET-L-1 GOOD of offsite in suitable € s t area. architectural and structural drawings for finished concrete after the grippers are sesta but for the jack is remove �, yWM14 04 COW. elevations of slab and girders and for exact location of from the strand. Activate the pump, re-applying tension to w • bulkheads and etc. l strand. Watch the gauge closely as the pressure rises. ~ - 1=1 11I-11T1i 4 I{i1I1-1I1=fis - 1I II==11 flE 1 °:d Qa Q• .4i I t slightly above anchor force, the gauge pointer will , 2" II :{1 • Deviations not or than six inches in spacing o slab -111=- = .� 4 ; III= . ;i► 1. Reinforcingsteel Il conform t A615, r 4 fordbklittlth tdiare stands ill e permitted whey required to avoidopenings, unseated". The the thatr , before t sizes 3 r r i larger. xi u I-I inserts an dowels is are specifically located. ere the pointers starts to rise again, is the one which Indicates 4 yield shall not exceed1W i specified. I J location o strands seem o interfere with each other, one final anchorageforce i thetran a strap is 2. Welding of reinforcing st I shall conform to AWS D12-1 strand y be movedhorizontally In order to avoid this released to its seated position by moving the 3-position 04 LOW3° T 1. TO PIROVIDE SHOP • using proper ihydrogenelectrodes. II barsto welded interference. valve handle to the other inlet. TO POLE. i shale conform to ASTM A706. \�\ FOOTING� T M 649 DOUGLAS FR- 3. All barsin masonry ll ! minimum of rE!LAQINrProperties of 1/2" 20k - 7 ire strand: diameters f Ai ) f s Grade 40 and72 bar diameters , 1. Layout bulkhead by locating the center of the strand bundles F (ult) = 270,000 psi SCALE V21611.011 (2'-6" in.) for Grade 60 at all splice unless noted otherwise. per the dimensions on the strand Tani A •1 square inches \ SVE ELEVATION FRONT ELEVATM (ult) 41.3 kips ' " 4. All bars in concrete Il be lopped a minimum48 bar 2. Mark location of Individual anchorages on each side of E = 27,000,000 to 29,000,000 psi diameters (2`-0" in.) for Grade 40 andr diameters bundle centerline r detail 5 and drill a 3/4" diameter (2'-6" i .) for Grade 60 at all splice unless noted otherwise. 3- Maximumtemporary force to overcome friction 0% x 41.2k = 33k GIN hos in bulkhead, unless not o h r is i 5. Splices f horizontal rebar in ll n footingsshall Maximumnchor force (fa) = 70% x 41W k staggered " minimum. 3. Lay the lower perimeter rebar continuos around the edge of Losses due to creep, shrinkage, elastic shortening, and steel TRA15120 H ENCLOSURE 'WALL 5,45EE31 'ALL 1BACKSTOF the slab. stress relaxation are to be calculated to determine effective 6. Dowels for walls andcolumns shaIl be thesize tendon fore . spacing as the wall/column reinforcing nle s noted 4. Lay all transverse strand r tie-bar that is shown to be R ours s) 12 inches) inches otherwise. to t longitudinal strand. nit elongation = in.) 27,800,000 psi) .079 r ft. . All bending reinforcing st I shall conform to the latest 5. Referringto the strandplan, select individual color-coded edition of the Uniform Building o ° coils of strand andunroll them in place, beginning at t he "dead-end", if there is one, at least 18" of strand must project post the bulkhead at each stressing end. HOOKS cirk:l BENDS MAMM i Assemble an nil pocket former a anchor t bulkhead 1W All masonry shall reinforced for rut masonry ( 1 - 1 i psi used half r f € n, unless not otherwise Ins s shown r tail stressing l and details.) Grout solid all cells ich contain r r, bolts, etc- 7. At stressing ends, remove ra .pin to approximately " --- rout solid all cells Iow grade. See UBC 2105forqualitye bulkhead. o not rases. lids strand throw 1 " inside th I !P r assurance requirements. nchor. D OFF ISO L 1350 HOOK, W Mortar shall T " " ix €n tproportion o 1 rfi i Ti " ea -en ", if , in lace roxi atel 1 1/ " fro DES- PortlandCement t 1/ t 1/ rt limeputtyt 1/4 t bulkhead with a perimeter bar below the strand. Chair the times the sum of the cement plus lime putty parts of sand. anchor approximately in the center of the slab as shown in cl MAR DIAMETER 3. Grout shall attain a minimumcompressive str n t of 2000 detail TO 09 INCLUSNIE (L TURF psi and shall be mixedIn r rte n 1 part Portland3R 4d FOR 09 AND LARGER - Ce ant to 1/10 rt lime putty to 2 to 3 parts sand to all tie-bars that are shown to be maximum f 2 partsr v li All grout shall be vibrated. longitudinal , above the lop itdin l strands. SPL ICES ,F1 4. Aggregates for mortar and grout shall be natural s n n rock conforming t -1 (mortar) n 4 ( rout). 1 • Check Ii thestrands for tears or excessive ear in the plastic wrapping and rewrap as necessary. Grease need not 5. Cement shall be PortlandCement conforming t C-150, be added unless exposed portion Is very long or very dry. W 4w® c GN� Type I or 11, low alkali. � 11W Lay remaining toperimeter rebar aboveall anchorages. TopCoNk , • l 9) W- 611 i II concreteblock shall r t , r --1 i nbottomr soul offset about 1" and a 1" away ( .r }" } a ,2 n, froanchorse. Tie to the strand. " }7i All reinforcement, bolts, tcW ll have minimum rout ) t coverage of h I! rick Il v minimum o 1/ " 1 i Workingaway from the "dead-ends" first, curve strands L,F®��•� rout space. smoothly into straight, flat bundles, similar to detail 8. See the architectural drawings for type of units, laying n two-way pull cables having no "dead-ends" begin as near pattern an Joint tailsUl s clfwc Ily shownmid-cableas possibleher the strand crosses a beam. Tie otherwise, !I concrete Ick sic shall las i bundle in position to of the beam bars Work both a ' straightening and bundlingr the shop drawings. running on ' 9. II rebar 'shall o itively held into o its n prior to pouring 1 • Referring to strand plan, for chair height, places chairs at N1=IELD M IX rout. All vertical fours aion dowels shall be straight and shall tie-bar/cable intersections and tie the chair, strand and 241# CONSTRUCTION PLAN e positioned in center f block cells u.n.o. on the details, tie-bar together. 1.01 CITY additional r shall epoxiedInto footings, i needed, where QES�RIF'Tf(aCV OF REVISION DATE APPROVED minimum tolerance to cell wall Is not maintained or dowel is 14. At stressing s, curve straps oothly to individual not maintained or dowel Is not positioned cors ctliCI-N U 1-1 A L`I T 0 F R AN' C H U" " 10'L A e-%A anchorages as shown in detail r6l tie individual strands to GROW « 10. Block joints shall be per Green Book specifications using radius. the first tie-bar or strand that is.parallel to the bulkhead and move straps sideways to form 90 degrees angles with the bulkhea . 10RANCHO SUMMIT PARK •, 2- VERTS CONSTRUCTION DETAILS SPEECIP'lCATIONS NOTE: NOTE. WOOD 5ACKSTOF PER If thlere Is i i Tom, t BUT NOT FLOOD specifications t " ® ® o Specificationsill UG PRIORADE INSTALLATION • rf it r t with Architect RICE NO. 24953 ITY r with V - INFIELD I I MIN 4 DESIGNED er20' . RECOMMENDED: TON s f"®STEELI � `Il t I f , I 11 selected00 contractor i i SHEET:ar1rro%V/ICW for amoval. CORN INTERSECTIONS DRAWN BY. 150 Paularino Ave., Suite 160, of 31 CHECKED BY. Costa Mesa, DRAWING NO. SCIATAW Associates California26 to N E`;' T f R U T k0m�RN' E".:�ALLF-IELD LA%T'(,0.D01UT N,#�TE5 landscape Architecture (714}434-9803 (714)434.9109FAX ►—p " I E T, IrM ® Q U ERS The play components identified on this plan ore IPEMA certified. The use and layout of these components conform to the requirements of ASTM F1 487o THE FALL HEIGHT OF THE SPACENET IS BASED ON THE CAN/CSA Z614-98 STANDARD SECTION 15.14.5. THIS PLAY AREA & EQUIPMENTI DESIGNED FOR GES 2-12 YEARS . .� ITIS T INION T H MANUFACTURERS F. 2-5 AREA :":: IS PLAY AREA DOESCONFORM TO AREA A.r ;t :.:.:.... :::: ..........:.:.:.:.:.: a. .......:...:.......:.....:......... ;rv. . �. 4 . D.A. ACCESSI IL GUIDELINES (A D G), ACCESSIBLE/PROTECTIVE21►- 4,> a 40 SSU I G ACCESSIBLECT SURFACING (? tSURFACINGIOVIDED, INDICATED,NUQry c,p - _ WITHIN THE ENTIRE USE ZONE. SQFT 4 . . x ' THIS CONCEPTUAL E O INFORMATION AVAILABLE TO US. PRIOR TO / ` CONSTRUCTION, DETAILED I INFORMATION t INCLUDING SITE DIMENSIONS, TOPOGRAPHY . ,�.. EXISTING UTILITIES, SOIL CONDITIONS, AND DRAINAGE SOLUTIONS SHOULD BE OBTAINED, I `.....: EVALUATED, & UTILIZED IN THE FINAL DESIGN. II ` TrPLEASE VERIFY ALL DIMENSIONS OF PLAY II :.`.`., AREA, SIZE, ORIENTATION, AND LOCATION OF I ... . . ....,..... I . F (STING UTILITIES, EQUIPMENT, r^ .. L ,/ :..:. .....'::;..;:..`.:......+. AND SITE FURNISHINGS PRIOR TO ORDERING. t SLIDES SHOULD NOT inkIl :.......:: " _. .,, FACE THE HOT AFTERNOON SUN. r I0 . I I� ::::::::: l s�l Is CHOOSE A PROTECTIVE SURFACING MATERIAL I 243 ,o '�: :;:: ::: ' ATH CRITICAL HEIGHT VALUE OF .:.`. -:� :: J n 4e 4e :..;:,:.:':':'. Y ATL T THE HEIGHT OF THE HIGHEST 1 CESS(BLE PART/FALL HEIGHT OF THEr AREA of ::,:::::a.....:.:.:.:.:.:.:.:.:::.:.:.:.:.:......:/. ( "...... ... ADJACENT EQUIPMENT. (REF. COU MER �' GUIDELINES, SECTION 10PRODUCT SAFETY S SUSION RFACING.) ACCESSIBLE/PROTECTIVE . 1 SURFACING (POURED-IN-PLACE SUGGESTED) ... °'° :::....... �. 90 1t.r/t .IB(i. �iJs+ if Si.7TO 5QFT r fi ( ra i r}r tirtts¢ttf AREA 13 OF , LOOSE FILL PROTECTIVEDE �;�:�.z ea SURFACING , „� i1�i.�v e,c 11 r". '4t,t;NO" 7 r (SAND PROPOSED) ` l 2947 SQ.FT. '� rIT IS THE MANUFACTURERS THIS PLAYSTRUCTURE CONFORMS TO THE CALIFORNIA CODE OF REGULATIONS TITI-E 22, DIVISION 4, CHAPTER . IT IS THE MANUFACTURER`S OPINION AND 43 INTENT THAT THE LAYOUT OF THESE COMPONENTS CONFORM WITH THE '-- "' U.S. CONSUMER PRODUCT r SAFETY COMMISSION'S (CPSC) "HANDBOOK FOR PUBLIC PLAYGROUND SAFETY . AREA OF ACCESSIBLE/PROTECTIVE DESIGNED Y: SURFACING (POUR -INNQFT CE SUGGESTED) LH COPYRIGHT: Y 26 2006 00 LANDSCAPE STRUCTURES, INC. _ Date. Previous Drawing initials QUOTE #9410- 1 -1 -2 ) TTL ELEVATED PLAY COMPONENTS 10 TOTAL ELEVATED PLAY COMPONENTS TELTELEV NOTES, —EQUIPMENT COLORS AND RESILIENT SURFACING COLORS TTL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP TACR BEQUIREDTACRR TO BE SELECTED BY THE CITY. TTL ELEVATED NTSACCESSIBLET F TQT L L ANENT ACCESSIBLEY TRANSFER TCT T ILI NSURFACINGTPROVIDEDY FAMERICA . ►, TTL ACCESSIBLE D LEVEL COMPONENTS) TOTAL ACCESSIBLEGROUND L L COMPONENTS L L; Y SILICA SAND 1 1 7th SO - P.O. x 198 $ p 558 �R TTL I TYPESGROUND LEVEL COMPONENTS REQUIRED TOTAL DIFFERENT TYPE OF GROUND LEVEL COMPONENTS TTL E UI E L PH: 1-800-328O, - DEIM 3 FAX: 1-7 63-972-6091 Ew SCALE. NORTH ARROW SYSTEMTY RANCHO SUMMIT COAST RECREATION PLAYBOOSTER/PLAYSHAPER F cAL�F° AAdbA PARK B INC. RANCHO CUCAMONGA, CA GREGG ROGERS DRAWING Cerillf ed 9410-1 -1 __. .v. _ ry Y ._� .. , .. _ DESCRIPTION OF REVISION DATE cay CITY OF RANC.HO CUCAMONGA RANCHO SUMMIT TOT-LOT LAYOUT Approved CITY ENGINEER RCE NO._2A20 DESIGNED BY. Of RECOMMENDED: DRAWN BY. --� 150 Paularino Ave., SHEET 1 uite 160, - OF 31 CHECKED BY. Costa esa, DRAWING NO.SCIATAC i Associates California 92626 Landscape Architecture (714)434-9803 (714)434.9109FAX I I I -11 I I-1 11-11'..1-1.-_-_-I I-- I I 11 � I I I I I I I � I I � . I I I I . I I - I I - 11/ X .4 0` I e I 1-71--1 / "I'll, 00 j 10, I r .001 r 0.?0%" �� I All I 01 I I . t�) , 63� I( 6� � I I I . 11 ,�;, <7*, �q�', 49� /V - 1 5 r. 6 6� � � , It/ I ___ -------:_ - -,-- I I t��)_�11 83 � -, � . I I ­­ ___ ­ - mmimmmmommommmommom _ __I--11 11 11 I-I_.." - 11— - I —, ­­­­ , ­ I I I I I I 11 1 . 116AW , , I I � � 1� � , r ,� \�, ,, 1, I � / �,__� . ; ! _ _ � � I "I I, � 1� I I . I_ \,,, - I I . ,_ � I � . I'!11 -1 ,� � , � , AfflaMmUmm—Im , � D4 go �, \'I ; i / I L_J - " , \. I � I �� � " , -�."--",--,-���,-,-��-�",��",.:.,",-�-1-1.i 11 I 111 . I � ,'�� ,,,'�I� �,��--����--,-----�,�-,--"--,.:.--.,--".,-----.�1:11�'ll-1--��1-11-,�-.1-1��-11-11-1-��----,-,-,-,�.--.�-".��,-,-------,----,I ---.._1111,_,__......� . . � � I 1�., � _______._1.-__ t � _­­ _-�� , ,"". i . I i �\, -, , � I Z_ PHONE MODEM NOTE- / FLOWSENSORCABLE HEAD SYMBOL LEGE - ESCRIP11ON 'P� - ' I PSI RADIUS DET41L r-i �. 1 - I I � _� ., ,;z�� .,� .,.�.,�--,�.�.�-1-��,�.-""�,,�,111-�-,�.1-11�,-,�,-"",-,.,-,-""-,'----..-.�.,-."",-",���",�.,-�,.-.�,--"",-,-�--,-.-""."-".,.,,�--��--�,.,-!-"-.,--,-�--�,.-,�,-�-,--",-,-"-,--.,,�-,-,.�-,���""�.,-,-",�"",-�"-�'..'�-,��,-",�,�". __,____,._-1'- I f �D MAKER MODEL NUMBER-D 1,-7...�""-"..",--�.,--".""�,,�,.-�,.�,,�..............1-1-1 -.11-1-1.1­Ilyr­­111-1--l-I - , -1--11111-1111--11111 � N I `-11-11_______,___ _-.1-_-, _ NOZZLE PATTERN G M � I ­­" _____ n � I"'. _<c , , - _-1--_______"_, -4_,-CONTROLLER TO USE PHONE ,MODEM ONLY. .I �__.__� I ; ,I Q V;�", I 11�, I,�.11;41.1*1�,�z,""���.�,�1q,�IVI���ll-�,-�Y.�­=Mn"MIIWI�,Mw, ,",--,�,,�-""�,�.,�,�'11,14��-,-, ___�` ­­_.- I FURNISH AND INSTALL FLOW SENSOR CABLE PER AL HUN—TER ,---" �� 1, __C11_11__I_1___1_ .I.- " I 1- 11 , `�` , ,r� -1-11 �wlgv=�� i ', NE LINE M RKING PRIOR TO 1-40-ADS-43 6" ROTOR POP-UP 43 90* 15.5 56' 1 � �� , , �'_�,�'_�_� �,` - � ,_� � .,.-","",",-,,.,.,�,,�"I'���.11.,�', 11, - ,___ " " - ., PHO UST BE WO i6; 50 , C I I!� �-, Z -.��-.��--l'--,--�l------..-,--- ­111PT --,---.�-..�..-�----�-.--..--.-.�-----�,-- _ - ---,-"---.-�.��.�-.--�--l.,�-.�.1111----.,--.---,�l-----_.__-1_ 1__.__._1_-__.__1__, .-Tu ________ - ______ #�� . ­_­_­ - .I- I.\ 11 D4 ­­--n------- RNO R---TO TH THE CALSENSE DETAILS AND SPECIFICAnONS. � AL — HUNTER 1-40-ADS-43 6"-ROTOR POP-UP 1�-_ , ' 11 ----------"'-' ---- ------_z_-_--,_ ."' . _ r!!,-- 1,1� ': , ,,, _ E CITY. I/ I r2 __ ,.�, I , IiiIii 111ii 49 _ �'­- - -_ a I � , ct 10 I 04 _,�_ ,.� ," 43 1806 13.5 50 , 56' C �r�_� ��_\� i - 'Q HUNTER 1-40-36S-43 6" ROTOR POP-UP 43 360' ­" __ 50 56 0 - ,C 1, IR 10ml 11., ,,,I ­_ ,�� ,I % % V�'% - -11 CALSENSE --I----- . , ' ' J ii 11 1 ­­,�­�, _Nk� ......."I '___ ",-;,,, ,� CONTACT. 7-I - �1111` I I ____ �,,__�. � LL _ " — I III 11 - "",�_,��. I ,.,--, I',"'., I -20-ADS-3.5 6* ROTOR POP-UP . , \ - - , 1. *1111, ­­ -', ERIN . - it __�UNTER —I 3.5 1 90' C ,\ ,I I 1W 20148 �_� ,k,",�', ___".- 13.5 I" *%\ �11_ -1 I HAGEN (760) 580-1835 3.4 511� 40' , ,�' "\ ", P� WE ::-.- " _',',_, 1-l"', ­-­------ I I , ___­_,��- ,,, �,' -�'\ 1�11 , _�, 1 _71'. ­"­ `,..'�_ , .__ ______ - - 3.4 50 1 �X\,, 'Z ­,"', I -I----- 1,35%* `­-_�' "" A�)'A_ � C-7 si ,_ ", � I" � % , I'le" - I ;1 C4 it,_'_--,,-1,,,�--, 11 Lfln!!����`­��� —it HUNTER 1-20-ADS '3.5 6* ROTOR POP-UP 3.5 1800 40' C 11�(, ".. ',�% -� -1-14- ,4� �,,.� - - I %, 11, '%I 1 -v r. ..'� 1,,1� - 1w 11871 `41 """, - - ___._— 0 HUNTER 1-20-36S-3.5 6" ROTOR POP-UP 3.5 C 1-11, I , ,%U- 1,o� A , � l " -,. , I 1/0... I.","-, 360' 3.4 50 40' - ., � 1�q: .0-�­J-0 0 a_,, 1- "", >-, �� ,.., I . t . . I 1011111111 .� I , IV �,I',", " —m ---- - --------- --- --I---.--- --- � I , , ,. , wm ; mm � mm � mm ; rmH1rm ! = 10mtmmi I it"i ; , , ! I I - . � I - 1�-, 11I,,,_", FWW METER CEFITIRCATIION A� HUNTER 1-20HP-ADS-3.0 12" ROTOR POP-UP 3.0 90, 50 38' , C -" 1 � , V 1.�, ;,, 'N-<m f mm !fsm � mm I M ! ,I ! 11111m I � I I � t � �'r I ; � >__ � I 1__� _,_,z`1'!�!1, — --_ - 12.7 ,"I, "Fyn 1 mm 1 m ; = � mm , = � ME : = f ! 4""'hol', mm' i I : IV �ffm � , i oo­��ip iLc 1 Im . i ,�, mm 'N MR ""."I lld'T� _7 -1 .11, __," _,"­­­ CONTRACTOR SHALL OBTAIN FLOW METER . , , , , "7� `11i��," ,Wft __ - , , .1 I '111 � I ` " """'00"ft%4ft , I .... 1� ­ P X'� 21/211 'I-,' - � /- � . 11 AL .,;, ­­",-�,--*,,_*_, I 1-20HP-AD 21/2" � , 1 N.,, . ___ ­­­ ____J _____ ­___"Ww� 1I.-,,, I --_____ HUNTER S-3.0 12" ROTOR POP-UP 3.0 1800 12.7 1 50 38' C , _!��! I I i I I ,,,,,�, I- � 'Q HUNTER 1-20HP-36S-3.0 12" ROTOR POP-UP __ I _ _1111k',q,;w��Vf�'-­ ; ',, 1 rw__Fq11! " " %�.., � I , ,-",��a�,,, I �1__�___1,.-,Pv P.."..",i�,�i��'-"��,'��,--��'-��,�!'�T�i�",��.�'.��,�,�,.���'�',',�'Z�.�4'alelll"fr;�;��'ll,�,�"R �11z%_"IISIMI*P,��"_rll ­.­ '. __­I,z.Km,e�10-,Z� ;�MW '\ i �,,INSPECTION WITH LANDSCAPE ARCHITECT AND CITY __ __ 3.0 360* 2.7 1 50 1 38' C " ,- ��,��11�61­­ .--.1 - - ­;�,-�;��- RTIFIATI SCAPE MAINTENANCE ___1 , , ,�7�,, ; , , ,11 I .. -,��,,, �151` : I , �N, - — -1 j j . I - . 21/2 1 1 1 � � I � I -- I ____ - ­ . (JI , Ift-11111_1--� I I I——� ­­- -20-ADS-3.5 6" ROTOR POP-UP 3.5 C � ­ !__ -- ! � — 1--.11 ­- _._.__I -11-l". '�' EPRESENTATIVE. CONTACT CALSENSE FOR �' I _1 I I I I - _.,_.,,'_'-ftft '. 1� - .1 ', ,,i� I 1��r ', 1- I I """"­ 11�"� I-17- �_�,,,;Z---. ___ i i ,��, I —- — , 1 4 — — --C— ---**,,*/, �'/ 4. r � 1 771� - ___L___1,____T _ ____ -11-1 1, ,-; It ;e", '�, .<11 11 � I __,j_.,.,.--" ­_ J, I I / ,,,,_._ ­_ 4, � r-"-.,� 1-1, , ;; HUNTER I I � ------ I� 1 � .......I I 1�,___1 _,��I* . -. 90, 3.4 50 40' �?�" � �, ill 4 � , __L_--_ ­ I -11, I I- I '�1­11�lkl�1­111 .11 ........ , 7_T__ 11/2" T 1%" AN APPOINTMENT AT (800) 572-8608� �, .�,�_'��=,A,��',-=.= , I 1 ,, 1%" It 1 1/4 I I 1 1/4 I I ) �-,�,_--omm000 2y2 �', .11 �=_,, I I � Y4 / ! _ "., - 1*100 HUNTER 1-20-ADS-3.5 6" ROTOR POP-UP I _ ,,_ 1 " ........... I I "' 'I' ".111,04 'IN — I __ 3.5 18001 3.4 50 40' C .- f. 1 1/4" - ____ "­­, �� / ­/`N�,,,�_,- 11%% ; — — -,--_ . 0 ;��Z( ­­- __, - ,,% —------ , I �z �,!!�%, . ,!. - ____ I­11�.�ti�� - ,,----- 11 1n, -.4'. , ,2,� .1 HUNTER 1-20-36S-3.5, 6" ROTOR POP-UP 3.5 1 360' 3.4 1 50 40 0 C I , _ I . ,-,---,, C-1r.,Z'? ,,, _ , ..I., I + ill 1 1/4'I 1/4 ! U '/4" T C,71" %o"��-:vnl, ,0�% �" 4k, I " .11 I - - /,���, 1, A � � — - — ZIt 11 I . ,. I ,_ V � .1 V __�­ ll/#I I Ili., It�'�', a -ALER NOTEgo RAINBIRD 1806 SAM-PRS 6'* POP-UP TURF SPRAY :-"^" � j* 3.60' - 9(r 13.30 1.65 .83 A �, ill � - � `......,z __#�ialh —_ U-15F-U U-190 180 25 1 14 1 1 "I .___­__-q,;U'-_____ 2" 21/2 It 4' , I ,�_. .1. ,'I ", '"150 I .,� - 0 �, COUP 8 -1 1. p"?, 0 , -_ _­-1 I , �, 4� 1 It It _L 2 1, / I ,�q,., ­eeq, , ____i�4N_BIR6­___ - - - -PRS 6" POP-UP TURF SPRAY LOW GPM -12F,U-12H.U-12Q * 36(r 1800 90' 2.40 1.20 .60 25 1 1". I ", � ,___ , 1 '4 1- ---N-. '. 2" - I I - I# " ,7, 1 Q By UPLER'S ARE TO BE LOCATED NO MORE U A � __ � I ,q�.__ ill 3/ to - 0 M b 1806 SAM ___ , _ _ _____ ,,,, / " � , -1 , ,q, ,q, ,q, ,q, , , , , , �O �11�r(y­ #1 I 3: ('11 11/411 _�_-_ 11/4 I# 1 3 if '-',,,;/ "' , ., o',, ______ -_-------- . �, ,,- -4 ! .� I',, I I'll, ­ 17�1 1�11* ! >_ 1_1� 3/ it ill 1._" �__"­_� " it I /1111k, 1, I *** I I I " NY I 0 C�� , C, RAINBIRD 1806 SAM-PRS 6" POP-Up TURF SPRAY LOW ANGLE 10F,10H,10Q (10VAN IF REolb.) )r-, 360* 180@ 9(7 1.44 .72 .36 25 go A - -.111 -, I, ,,,, -%--- ___ __ __ ;, ". ,-�,,:,, 14 . ", �__ -14. , RAINBIRD 1812 SAM-PRS 12- POP-UP SHRUB SPRAY LOW GPM 18F.18H,18Q (18VAN IF RE 'D.) '��60" 180- 90- 4.8612.43 1.2� 25 - B - . -�_ ,­- ­ ----��___­-­­ -_ ___­___---�, x - _ . :tf I# " It - - / Q 17 " , 11 1� 13 - _­_ *** __T_wF_5�__ _____ , � '! _ , 164 ", - ,_j I "_ - 11 14 '2� ­­_ ,X:,,,, .-.% il/it I trio - —— . -1 1� �, �,M.:l _'/4 "�, � "/"" � /411 � I , - ", , , - "I,-, 4 ; , t * V RAI-I-­_ 1812 SAM-PRS 12" P)P-UP SHRUB SPRAY 1517,151-1,150 (15VAN I � REQPD.) I 'ji36V 1100 __ , ___ 1___ _ 14- 1 B " _,__,_ �_ "I, -r - I 1. N##+, 4,,-"\,�,, 3/3, 1 Y, ____W .,i, I .1, I � \ I � ,�� M 1 4 , - 1� 1 1/2 r I - I i�� / , I M —— ,. __ ­I 11-ml _N --- ... 11 � I". / -1�4, I, RAINBIRD -PRS 12" P )P-UP SHRUB SPRAY LOW GPM 12F,12H,12Q (12VAN IF R 90* 2.40 1.20 .60 25 11' I 6 ;1 / X I �_ � - _- ��"I� , ,/2 \",----. I,�,,, � 1812 SAM 0 1/1.1 � 150 -­-__­_'_­­_ �11�� "I, , 1.4* " "" " `�__411 ii�,,� ` I 1^1 _ I. - I- A I ""'i 1 2" N 0� EQ'D.) 1,,1' 36V 1 , " -N�R , " .. 1�k , I E �". ,� � �r``I� , �- � -11 _ 1/1 � I I ­ g­�f . � - — --- . - "' IV Im 0 � . 01- _ .. ­ _JRINB_1RD — RAY LOW ANGLE 10F,10H,10Q (10VAN IF REQ'D.) ' 90' 1.44 .72 .36 25 go B �.]V-A%,.� 1_111 � S�_., - -- - 1- _:=___­_ _ 1�, .,-,. 34 / ;, �_� " C4 1�, ... _1,� ." ,��'. 5KA`111� , ..." ill 3/11, .// __ - 5 , , "14 ill ._____�_ hl:fl� / � I "I'li, � ��,_,,,,-�, I �-il�.,,�! ,, V * * , , I 'I ," , 1812 SAM-PRS 12" POP-UP SHRUB SP _11-1 .1-11, f;V It,,i. ,,-'.!%,� ,''i " ! - " m I N� - ,r, -1� '� � , _. " . _,��-, -1 I , —— I _10 �"' ; , �_, �,, , ,� I I/ I , , g�, , , I I - 1;, ...1111,14 IT-11, i , " ; : .1��,�_ � I . It . _­ - i _V I'll - r11 / I I KLE 0. 5 BUB J . ­­ . I " � 11/1, N � e"I V. ,"',.-,�"..--""�,-.---"-I-14---,-7---,.�"-,� , "'"'" I 1� �_� — a RAINBIRD� I TREE BUBBLER 1401 1 360gI TRIC ,� �` � I ",," ­ `�,' ,,,,��-,,,.E��z, -it'Omi e,i __­ —, -,--------- � , �-- I I -_ �,,, _6__4-_ ,,�,� '� -I I ._ � ­_­.� _,gl ,,,i -i " �� PROP sE T LANTING PLAN SHEET L-12 �zl k I 1'-1 A'1111"_�"'-"'_11� ., "-_1§1�`�11$"R"', � . , ,r , I '. e,, �, I "" I'l -1 ,w ,�,� �( �' �t' - � I 1�1x` � I" � I Ille I * I , '', 11 I z J / x Km � ". "k III e� Z",,, ?.�_ , I� I 11111.111"'x, -4 '. I � 11 I . I - '.. , ­ ;-. - " L__...... _±_ �, ., ��,�­­ .1 I -, � 11 I t-11 \ I L--. -_______L_i__i_1�-______i—___j____J , , 4 -,- , , ." _1'. **** / ,'_,�_ -1 , i, I �, . , "I , , ` I " - � - " '. ,. Z I " �111`1- .- ,,6 , I , - � , . - '' ', - 0! - ,� - �� 11 . I , 1 � - ­ 1. ' D -- � V, 4 ,�� 11 �­ / 1� -� " � I I 1-- i , 11/4#1 � �,11,� � __ _/ / -� .� ' ; � ___--1-—___ ,,I�t 9,, — ,4::�,_ *-1 I . ;4;aw 1'1'�,,"-,-" , I N A I �� I I " ­ �� I __111-_1__1.?_--.___._ _-1_1----1__1 - \ 'l, I �____ a m m "I - -_ " , - 4, - I .-. I X.� , I- 2 2' ; \ W...- I _ _?­jI ill , . 1,�- I I 1 �/4 ,�I "I., I 11 __-, � �', � N , "",-. - � � . ov 4 ____" , i N,\, IV , $1 1 I PUMP MAINUNE MD MANUNE FFMNW SYMBOL LEGEND MAKER MODEL NUMBER-DESCRIPTION DETAIL ­_ ­ U, / , ,__­ I 1 "' ,, .- � —1 "­,#­_,__ J^ , 1, 1_�_� 1i 11 to -, "N - '. --A--"-—_ . IY4- -.1.111111""", ,0%n �' , / _\1, N** \(� I , 'M. "" I I I I � .� �& — "'� I . � i 1 1 I , -� \ �- ­­_� ­ ,"�.- I �, . �� .,/ / "--V., 'do 2% 1 -__ /�P_\_ � �� � , /"i�,� '% EFB-CP - r _, ,�, ,!2. � ­­ -I, '�, . � ,�\ "I I ill ,. I Y'. 'I-, ,g __�_ I i 1q, - .�,_ ,�� :� i . � -� �� //I e�', , Z. , '/4" __�_11 � 1 44 � � / \,!��,I *� CONTRACTOR TO PROVIDE AflD INSTALL BRASS MAJNLINE 5) RAINBIRD EDUCING BRASS REMOTE CONTROL VALVE, SEE PLAN FOR .SIZE I m 160 3/' 11 ", -I.. �i 0 .1 7171 �� I 'IN I , , 2�1�I, ./' K '7�� I 7 ... 3/ ,, -—"-,-- -14, " �� I\ _', 7 1 1 \� /;1%.\ `-O" MIN. BEFORE ENTERING AND 5'-O" — - ____- - -------- , , AND FITTINGS 5 , ,, / ,'.3 . _____-, - 94 ­­­ " !,I,-"- I I , 11 � EB SERIES REMOTE CONTROL VAIYE, SEE PLAN FOR SIZE , 7 1 �, ( , � . ,,4 " ­_ 21/2"......., I ""'. , � ,� '1111`-` , ArN , ��,-k\ I . � : � ,, , - I I — -, I I f ", �,�5`117`� "" ;-,�,�­-'� , I ­ \ 11 I j�;�fllklfl - 1\, I MIN. AFTER EXITING THE PUMP ENCLOSURE. I-------- -:� � I 5-"I ", ","', `_1_"1`__ I _-r- 9 �, , 1111��­­ I ,� �, �..IL 13,�,,-�:?�, I _1�1�'� 1�` � .,- � .1� , - / ,. 1111 I,, ��,';.Iltl'�1,,,i",'I" 1 1 1 !\ , I I I I.. �N CARSON , VALV TO BE PLACED IN A CARSON OR APPROVED EQUAL VALVE BOX N/A ­'. '11-,-, �,,, � #1 CONTRACTOR TO PROVIDE AND CONNECT BRASS NOT SHOWN � � it . 1 3/ to \ 167 ' 24,, - � , \ MAINLINE AND FITTINGS INSIDE THE PUMP- ENCLOSURE ------ ,' -___ * �� � 1* =t",,,::-r- I I . - - AIL e \ (D NIBCO MANUAL BRASS BALL VALVE MODEL T-FP-600 1 1/2" K 'IS' �z . . _ -, ......... -IM!, �_�",�, - -r\�\ I �, ;` � \ I D 2%'I - IN, " , TO THE BRONZE UNION ADAPTER. - —_ , I- __-__ b � ---, .., �,,,'�r "'' �*'11 ,�� 11 1 21/2 1'�' , __" "'\ '62 I , "' _ _­ (a RAINBIRD P I ,'m� 11,I " , � /' , '�____,� :!�/ 4.,,� ,1 �2­ / / - ,� . N I", 1� .1 III,--, -11 I -7- F-7, , / `­- 1.1�I ,'1,11 i -1 , _�-, . 3� 4 �,.I,1_ I-,-- i ,X-11� �� ___'-­V/4,�­"___�' \ I"Ot, , � �, , /41 "�',%,��`, ," ,,, � " �4 " 1__ .. . .. ­1­11_1­1��1.111­1­ j� ,�-�,� , -� , - ".",'T, 1, " -� .,", �. _ ,_ - - , _­ (b INSTALL IN GROUNDCOVER. , �� "� .�� ,, �"-, � � i �. �� �_�,�, I " ,_�� , I ---- 4 , �_. _7 __:I7 1_1_'11x11 20 � .. % � ", " ", "� 513. "" _'Np",Jim:�.�­1-`I­k­N----,,�z,­_'U�"" , ,� "" 1� i.'�4 , ,4, 1. jj. � \ , I�, ,�,. ,\'�­--7,-- _7.77_,::M......,,,.,,, ,:�L,___ _ ,,,,,, -777,7, 0 � - , . I ,, - �� I� \ IP i ',', # it ,�,� _�� ., . , __ � ,"' '! - , � "' ' , ­__­ ___ _­___ T- \ 11/1, 11 �115;1'�',�L .1, I =j- — . L ";11 " , , , 1 X �,,., . " I- _�__ �,,,�- �__, . -.10 " \ RAINBIRD 33 DNP QUICK COUPLERS EVERY 150 - .e. " �_ 1�,�­___�"__ -- 7-` 1� , �­--`,�� --,`i�--,,-.,, -, - . � - 41" 1 . t 1.... . . r 1""A. -0 ________1 - 't'll I N — , ­ 1. ,-,-, ____",", I , ,�" ". � � -,--- 1 1/4 It I - \ I I , l V� I \ I m WILKLN5 500 SERIES OR EQUAL PRESSURE'REGULATOR - 2 1/2" N/A .. ., �, , , "", _� / A", A - ", ��_ ,A)ete � sgko�, I __./ 1\11, � � I " 11-11 "I 1��,,,�,I�I , , k I � - - - � � ,�,U2.1""NIZ1.1" I \ 1; ___ � -% ,I , � �gkt! '' . I 9 r(vv . ,,04 67 i' �'e, �� 01 � , 1,tt%k;U I 1-525-YD OVER MODEL BC-30CR F ­��,'.� ;5FAM �11&?,( I ,-I I �1_ A , , . � I I 1 � 11 �.. �r . T110"ZI, = -Aq, ,1 __ — , ," 5 � , , �t I r_jL I 9w I ,;, 7, 2,, , I I I '.� z I / , 4* BACKFLOW PLACED IN A STRONG BOX BACKFLOW C 11 , , r* , � I / / ") ,� A �. ' '"' ��i`4,11 , J _ � : , \ �'.. 4 1 04 COLOR TO BE SE.ECTED BY CITY OF RANCHO CUCAMON" REPRESE 4TATIVE __ "Z'Vi� - , I , il/It 51 _.. 4 '7 .: _ . - 1 4 I , ��\ I , I .1'1�1 I . oZq.. i " � _P,�18511_,�--- � , - , . * , �7 ,6- '- ". go Go �Z� �� Inq � 0 - - �1, " I ;,,_�.- ,to , , t� �_3 It I �_1_0_0z, ;E, �___'____ 14�& ___ ."`,� k C,z, V.-, �, 4, It gr: I \ \ I 1 '/4 1 ��`,,-�',,,',i,�,�,,,�O ; I I S. 1 4��, ti.;, , 1 411 i/ N\ " , I I I It, . '?," I . ,-------, 744 —51011 1/2' %elick .- ­­-?-,,-�,,,, , I I -1 '� IF ,,,, ______ -, , -2.0 FLOW METER ,�,,, ___ - �, 0, - \ ,I ��, 1B H I I ��, ' __ ;�, � , , " I %,�, I 11�, I ,� ,.---,--,---. N I \ ,I/ '01 _1 i 1w CALSENSE FM . 0 7 , 1 '4 � � I � .1 , \ � \ . -b I r I 1�,,�r - __�_�.�___.,__�-_,-- -- 211 I — 1,-1 ffi" ,� - " I . -4, � , " 1 9 4;�� �.j . ^,, "e-_-, ---�---;,"------"-'-�;---,-,,---�........�­­­.."7---- I'�-.-�.-��-�--�---,-,-,�,--"-,. ---,-,--,-,-:---"-,:"----�-�"-�----� �. 11V 3 !" ", " _1-1-11 _,_,;___­_,_­ "."%, � SUPE -�"�,,�� - 6, , , 7_ 1 n < � fff�lk,1_1�1,111_1* I � I 01%� I I I . 1 I -11-1.111 I � 1 * ,", _," ! x * .. 2�, ,, � � � � I -- \ I I f , i N't - � ORMALLY OPEN ELECTRIC DIAPHRAGM 2" M R GLOBE V VE � I! �, . ,�1� "A - ' � .1 " * - � � I ;. I - I �­11_____1­_-]1 1, "', I ­­�,j 0 \ — - I , I 1 � I t M, 11 ,III �11 I i, I I .. .." ­ -7--'�77, ! � ,-'f,�, ! _� 11/1 � ,r "��'1161�il"` \ !:,� ; ,., ".1 " 9 ASTE AL , I y,,---,__­�,, � 1�. 5 "; ,11111 ,jl , - �1'I;01� A\ N n-0 I " WAI 15 SERIES 403 RT­RW 2* GATE VALVE .- 1" I ,, ,_, � , . % I 1 '/4' 1 1!� �­,l I I . I I . . . I I � I , .ei w . , ! � " I � . I I � I I i vl-tni I I ;�J%s , I i "" \ ", ,,, V 1 _ I ,-,,, �az ---�,, 1c; \1L �lf -0,s �r, "ff )", Vf K , _,-1 �. I ­ - I � , - .." � ; .��\ , , ,.-4-- 0 I �' _", � � 11,11 11 ,.)�Y (tj V\��.0 -______ * , , �� , " -� �� . � I I ly ,, "\ I , . il- . - � I - _. . I . I i upi* ! i I l -,,�-,­,',�­ 1 1 hr i 11 I D CONTROLLER 'A*: ET-2000e-8-MR-RRe-RRe DOME W/ A TP-110 AND TP-1 BOARD, , i � I . ,� I _1L 1�k�" t,;,!�r-V . Pi - //+ "", ,,_;�, , VAX— 1�� , .� __jk I , e It V A,\ 1, - � -1 . � y ­ ­ � w 1, -1 1 14,m ,\ �\, CONTROLLER 'B'- ET-20OOe-8-M-RRe-RRe DOME TO HAVE TP-1 BOARD, I ,1, I . 9 ^11 I � . -I � , I . I i I _ 1 11� Ik ,�,,-�> -It7 \ lot S"19- I / T , 11 - . � . ,_._�� � �il'iy�_i�..",- '' � 11 , i . IV % �4, C,P.- 41 ,Q6 a � ��,� t 7_,�)Orlr:11,4- \,& I --.1 I I I � " ,`_AOV�!�` . I I � I I I I � � ` - _!c-q 111", � I � I � . � I QA 1� I 01-t- I , -I , �mm umm on=== m� mom owo= m I �- OMNI , I I 'J ", r CONTROLLER 'Co- ET-2000e-8-M-RRe-RRe DOME TO HAVE TP-1 BOARD, , '11111-&��, I., I " , I !!_j___ or," I I �� ."��v � �� 11 1� I I 11 _ y ,,, ­_­.�_ � C). m Nowwo \00 - I ��, I 11�2_11 , , .� -I . 1 ,�­­­­21/� � I , � Lw�A` . I I . I I I � ,, �­,­`��' - , , � . �Ivvl CONTROLLER 'Do- ET-2000e-8-M-RRe-RRe DOME, TO, HAVE TP-1 BOARD, - 111��rrl, I . # " T_ ,� ., \ C_ 0;0-�!. I -11 T7 I If . I I A U --.-- I , , I I V/it � .1i %�:_,% � mmm mmm mmw 2 415 A\ 1 2 I 19(D � I , � " ,,,�u fT0c'7j-'mP1 , , � \ � \ 1. ' CONTROLLER 'E'- ET-20OOe-12-M-RRe-RRe DOME TO HAVE TP-1 BOARD, I A , (.� � , - : .I k , I mommmm -W-11 I , I C�62 , . I � . r� 1_p I � I \ t I I ,r 7-7�� . I � I . I 1� " 1W I-,: �. . -�,,,,�,�",I.?;6�-".r�o�!�;,��y � �,I I I x � I 1&1 \ 27 (D(o CONTROLLER `F': ET­2000e-8-M-RRe-RRe DOME TO HAVE TP-1 BOARD � . i 1, I , � _��, -, --- ­......M.M.-MINAINg 11� � � . � . I ­ i i � I�� � I ', I ,, F 1 1/4#I "I .1 I -11,- 'M.1 ell, r.1 CALSENSE \ I" I� I I � �.l , _ .4 �... , V,O 13141 I , ' ' . . I G-7 _ � I . � " I I "% 1/4" . ,�� 1� �L,00"` \ 4 O,c '1Z I 49XD CONTROLLER 'Go- ET-20OOe-8-M-RRe-RRe DOME TO HAVE TP-1 BOARD N � ' ' ' I I I a ­ � ,1771` ' . 1 1/4 ly4t# \ \ � i iA V ," � 47, .11 . - .I i 4 `V1,11 �� . ", ,,�, 0� ,\ z L I � I.. � � � , 1&11�_111__MT_1_h " . I . I -, '� - , . I I., kc k " ' �' "___ 1". i 'i� W P t_?�, - ," !,. .. �, ` I ',I � '� 111.1 . / -,,,, � -77 � _\ - I ,­,� - \ ­­­'_": .' I - _ z 1 3/4 I , - I I . 7, _I�" "' ALSO NEEDED- WG-1, RB-1, RR-DOME, PHONE WIRE TO 'A' CONTROLLER. CONTROLLER'S ARE 1 � wj ,. � A I i � "I�,�'...-1.1 i r � (§� , _ I '� I I .1 t 1� r 11 " rs ' TO BE LINKED WITH P-7171-D COMMUNICATION CABLE INSIDE CONDUIT AND HOUSED IN THE r. 11 I 1. I I I �, � , I � e � ,_� "V1. 11 2Y,It i1i- -I No .. I -1 1/4 ..� -- 771__�1,11, ' I - 1�121 - �l\ -k---'-- EL ­ ' I - I 11 t- : __1 I � I I , , , * � ,4 11 . il/ \ '\ "o�,,,�,,, � _ 1, 1.11 1< � H :1 11 - - � , I � I � �, N 1��, I .� I ,_ t � . I� ,I I ,;�f I OM BUILDING. SEE PLAN FOR CONIROLLER LOCATIONS. EACH IN I�, � ,,, , I I I ql yll * �.��14 . _�1'1� ? , ' I I � 2 3, " CONTROLLER IS TO ALSO HAVE (1) EICON REMOTE CONTROL RECEIVER. "I 11. � � ,! 1�1 I .1 -1 I , _��' A - , - , 11 , I ? I '� � i - 4 � � - I . I G y 21, * �11 .."", *---I 0 _ , - I I � . 4 .1 I ! 21/2" 1 � � ­ . �111-1' I ... ­��; \ -�i I . I I I �� - - - 071____ " \ I 1 11� . _ 7 .1.1 1_11-_--__1_6-0 It I ,\ A -­ I �' 1 7 11 tj &'r � '. ' ' " I I / ", % I—- P-�,,!,, \ & 0 IF WIRED CORRECTLY "IN SERIES" IN THE BEGINNING. � - I '�',I 1_ _ . . � � 1 '41 .1 It I" I �\ -)A,g -41""'k, \st I 1. I . �,", � � . � It , `�� J* , � t Em / �V, I \ k � � I - I I "I �11 f`��,� ,46,�.'10, ,, ----I--- - --,--------- � - � , , . I - . . 11 - 1%11 z�;M,,-F h,e I X I I* / I I - I . � I � � �', I\ � 1212't , I : , � �, ,I / / � , ��_ 1, / 2 _., \ � 11 4 G 1; -111-- ---1_111 � � I , N, - 011�41` 1 11 mm-_--No= ME APPROVED PVC CLASS 315 MAINLINE, SIZE 2" OR GREATER - SEE PLAN FOR SIZE, MIN. COVER 18" D 0 !11 '/4 ' , � :. ­ � \X \ 1�_� 11K 1, I x - ___ " � � ­�_ r 4 - , 11�.,_, U2 , " ,� I - .�..�� I- 1 1/2 i'/," / / I It , I I, 1/2 N, .. -V 3/ `� Em MOM= � - SEE PLAN FOR SIZE, MIN. COVER 18" Um 7 " " \ lix It,\ t , % i "I I . i / I I CO / _­ 4 1 2 I\ --- -k-- 01 1 '4" I �-�;-, -11 � I 11'', � .­ I I ._;� I /1� . \ �\ ,, to,- I :� � F m L.---,---) 0 MAINLINE, SIZE LESS THAN 2" D - � il/it ,-__1k I i I -_ --- I � i I. ____,_,e41 1 21/2 it .� I �, __� .� =1 - --- APPROVED PVC SCH 40 SLEEVES 0 BE TWICE SIZE OF THE SLEVED PIPE OR AS NOTED, MIN. COVER ,12" E I ., � I f � \ I � - ­ \ .V--W-,-- . _ _— --,- ____ .1------ __ ­­__ L\11 - I � &V `v I /----% ---I A(.. " \111.�.I I '\ I 11_­­_ �, � l 8 It It lt_ -A,� APPROV E, SEE PLAN FOR SIZE, MIN. COVER 12- D � - �_, - -,-,--,,---*--,- . 1, \ \ CARSON 419-13B INDUSTRY PULL BOX MARKED ELECTRIC o'V`/,"` 36 EXPANSION LOOPS IN BOX, TYP. . 1-1 I -______1_1_1____1_1_______ l 11 - � ��I �, - \ "I 11 i 5 1 w", 1 11/4 It /" \ 44 1 . // "411 - INI Fmw- - 1, \ �, \ 21/2 I---1-1.1 � 87 4" - I - 11 / It --- -____- I I ,� I � PROPOSED EL:-CTRICAL SERVICE PER UTILITY LANS � -__ - - - �_�_, - w I ill 2" .1 �K S / $1 IN, 11 ­&" ­ . 44 '169, fit - i�', — ? It -law UA, A_, :E I i 1w / =I 1 X � 2-1/," V � ,�� — � . 4 C - % \ I & . � / 21, - ,I,&,----- I __ � Aft& � I % — ,I ____ � - .1.1 � I �wik 1. 1w._ � ---I--- Im — PROPOSED 3" OR 4" DOMESTIC WATER METER PER CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 N/A I I it "I -­, -­­_,_ 2 � i � I ____ . �� I t, , 10 MEN=1 71,,� 1 / -�,�,� .... . 4 1 , .� I / - i , =I ­--_-- ism -________ CIFICATIONS. REFER TO,SHEET L-1 1 FOR SPECS. Mop ; � 1 11; I - 00 I `­ � 0 , , . �9 , 2Y2 I , , I I I G4 a4 / ­­ � _1111­1­11­11­11� W, ,PC".1 '�, I ,I k I � I I 11 11 ., 11, 1. __---- , � it." it I W/ 7W / . i If -, .....I �� - CONTINUATION OF LATERAL OR MAINLINE, REFER TO ADJACENT MATCHLINE SHEET NO. N/A � 3;_� maj_ � i 1 1 1,� I I .0 / 1�� ,--,�,,�--"-,-,",-,,.""-,-,,"."'I 1L 4,, -A f��C,rl- f. - % -z --- it I I I t I I ��,1 47, 7yj I , , , \11 ��� �-r � k 1 2 � � �__ f I jr �..- !, - � I "I ,_ ii I � 41 1 � I I I I , , 1. .. I . _.�"),3 , I �­ .-. �/ " �,�_ I -_ I# . �-,� � - VALVE No - I Av .. --- I ' I I -'%GPM � ­ 0 � 14� _* -­ I 1� -11 3 _ t 121/2" 1 4 /111 .1 Ik / 1 1/2 1 I _,,,,,,,� 1 1/2" 1 %5 f '/4 1 4 � METER 'A! CONTROLLER SEQUENCE A4 5.0/ � 11/211 - i . .-;-,--- , ,-, �, �gg., 11-­­­_ A7—. .r 0 AIL_ 2%," � 11 Be / . ,-­`," �" g, w 1� 'Iff, I P.O.C. PER CIVIL ENGINEER*S WATER In %I � 7- � � I . . "I � � low '11� �e �'�' . . "I \1w I ,-, -.0- , 11,_," . . I I &_ .,1 I ! 110 11/4' ,�, 4 �,�­_, �.... f�.,,�, ­ I I � _N__ �" I I ""I ip . ­­ IM � I // - -1 I'll � X � _. , L, � I � I w "I ,� ,�` I , �� 11111`11:��," -­ , I I 11 I I I 11 —_ "� VALVE LEGEW . ,,, I J# A,!�,,'� � I I - . .. .11,111, w' I A 1/4 I I ��_' I .1 1 ,�md" " __ __ - -_ —_ U �4 1 2 t I , . .�P, r 1- � ______ I .1 ' / l . � . " 1 Y,11 11/4 I# -l", ,&Ae,,', I 'I ' 3/4­' i �, , I , A - 11 4"' T ill � 1�_� �,, &wM �', A 1 1 r� e D Tg__l 1�/ ��, * 13 1 ­ i -_ I "I, � i . &�" "y 9 m I 'I-, 11 I ,,�, T- AM, MONAL 1RRK3A71ON ,M. aM_ 8 W . I .. -— — -_ -_ V / c�` i . I __11" . ��@g,".'��'a�,�,w- . . :,I - AEI-CASC CIVIL ENGINEERING � "', " I . ill V APPROVED WATER IMPROVEMENT PLANS. I CONTRACTOR SHALL ALLOW FOR ON-SITE MODIFICATION OF / �hW',"N Y '� ",v I �_ .,t'-', " _\ -4 I ­ t ""', . 3/4 , Nw�PT�1� . 21 'All / " I -------..----,---1 491 -1._____-__- /'l- I 1 . ',Y)0 i-, __,__-1'- ., _k__ I o " I ;/�' ."111 %n/ ill _M,Q, /1" 4- PLAN71NG AREA AND ALLOW IN THE BI -1 1/1 � 4'. 1 -1 *: I 11 � el'/ Ir I^ T , , I --m m IF TRACT NO. -IAZW- "I ' � � I �", /' . �E 11 �_�,11 1 . I ADJUSTMENTS IN THE FINAL LOCATION OF IRRIGATION. ;; ". \ .14-11 / ' �/'I xv, � 1 is . - q _�' ./ ' ilfili'_,, % 0 P RK 5- 1-i'll sw I p�,,�� ...m PAGE NO. OF P.O.C. - � / �!,., n " IDE 6 , -63 '41 - Ik I / /, 11 0, I-"'�, I/I! _0 --.---- i 11, �,I 01 P.O.C. _J2_t_7JA_ AETER SIZE ---4!_ 1 � � , I­�� k " InS 11/4" �_ "` .- CONTRACTOR SHALL REVIEW VALVE SEQUENCING WITH CITY I/ 11�111 ;K§�Iisll� I ". �11� ,I �1' I I � � ,�1111 IT�. "i , TQ-2\ 07 "'ll," / 11 � I /I \ / mo ol � I LA* 11/20 , I ,I " ix,k( 6 m, we-111. _1`1' -, ' ' I ,, I DOMESTIC SERVICE (PROVIDED BY OWNER). I 11 IR 3 �,,­�111 M. . 110111111 AND OBTAIN APPROVAL OF SEQUENCING PLAN PRIOR TO 1�11 / 1XII 4 ��,!� "I _ 4# \ r / lei g- ---W,�I _____ ;ft.... IC PRESSURE IN 73 r)a* I INSTALLATION. ,�, �, - - " / t b , �I 1 Y4" . 11 III , STAT i got I I 1 3/4' , , 17 11-11' � 4--i- . I I/ , �, I I I / .e__""`g"l"`g"""` \_..j ,,!"_,,, / 1 1/4 I I // ! �#11 IN I� � �aw\,. � It .- I,f I I CUCAMONGA COUNTY WATER DISTRICT 5? ,,,,� I 4 � !� .3,Mf IT I / 6' eNI I . - I 11 �I ,""'." '1..l"lg"""` i 11/2 I* ,,, / P it INFORMA71ON FROM: NUTES: ­ " � / I I 11 I I I I L-2LYA- �A�l . ggggg I , I 11 I ._1 T70mm"oo- 11 11/2 ftt I I 000 i G-1 / / 11/401 11 ,'I ji 11 - ;T__ .1 I oc� 1. ALL.PIPING SHALL MEET 1APM0 AND NSF STANDARDS ­­ / "! � 1- I ` , 1 -67-- 11/2,, / J' * _ I � e I$ DATE: . Jl - -.01 " ­,-'., I � 1 54 . AULY-da-m .__11 �' / '. -_ FOR PVC TYPE 1, GRADE 1 PIPE /2 A, " i _­ I 11 �,� � � i _* . ..;;, � I "`�� � ­1__1_1__._?01__.1___ ­I it � - 17=11 / el I � .. C . , -gm 5100 I —_ — I I --Ool- ­­ - / I / 4- ,�� 4 41� � w I ,4 gx�p 1w 71W Q... 1 I/ I I ,il%_�-_­_­­__­__1____o�1_ J, - - .1 - I f ; ," I 11 I E METER *B' 2. CONTRACTOR SHALL PROVIDE SLEEEVING (TWICE THE SIZE . ­ ! Y / . I F I 11 e . 1�1 " --I- ­1`1""gggggg­o.. � C""'. 000--,o, 1_1*1 r , $1 177�1114L- i 1( I / ­11%��,,M�" . P.O.C. PER CIVIL ENGINEER'S WATER � 4� / 1 0 1 1 1 � I I b - 10 t OF LATERAL/`MAINLINE) rUR ALL LATERALS OR MAINLINE *__ 111 I I / / � 11, � � ___- -, F � I -----I& V 'I Is ,� IMPROVEMENT PLANS (VERIFY LOCATION) I i. ___-___ , It / 17 __� - � I I LOCATED UNDER SIDPIALKS, COBBLES, STREETS AND .. U V12" I r, 1 It 0 Z I /� __++— -,+----- .1 - 1 �I -1 "-- - - WALLlS UNLESS OTHERWISE NOTED. 14 k i $` / i , It a , ,-,,, � 2"L, . --I 6`1 ,., , .�_ ,If I.--- 0 /21/2" 1 4 9,0-- a 1,FS - /01,0 I Y .., + 11� I " / , i'/," �__�--_i V - 4)l 1, I I(ek- h(-CASC: CIVIL ENGINEERING 3 - � / . .-,--' 1. � I . THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES. I I i__-�__ ( / / , 1 1/2 It 11_� � 11 % it ! ""`� APPROVED WATER IMPROVEMENT PLANS. ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN 2" � .1 11/4 I# . & 9 N� ".�' I �­,/ 21/ //1 - '1� ­ -� I i 11/4 I 11 I 71,Al 'I V_,, I I 1 6" 1 1 . i( 1. I / /� / I--,' "";-" � I � "', I . K"', : .1 25, IF,( .-�., I TRACT NO. _JAZM_ , Is I I 1 21/211 L\ ____ / __ __k A ,0-11 1. I, I -1 " \IN � I 'A CLARIFICATION ONLY AND SHALL BE INSTALLED IN �, � I , I � --,, I * , . I.. T 1. N\ , - 7 PAGE NO. OF P.O.C. PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR , '-d qk— � I/ / ��` ,�Z" , " I , �, ,: � - ­-,, I , ,101 i I, I If i __ EL---,..-� I J 1 1/2" - I y I f" / � , '' %,I.I.—A-1--l-­­�- , 1" , 1 $1%_1 1 eft L P*4 do ,, P.O.C. --J.Z±.,.j3j2§— METER SIZE __%I:_ SHALL LOCATE ALL VALVES IN INCONS I - I ­ ;1� � " S4 1 ., . . , -�� � I 1, I 11/11 / J I / . . . I � �1. � . � I I I P 3 "I" _i!��'\ AREAS. I I I " � . � - ; C�,\ , 11/211 / 'e, . , 1-11 � 64 I T - / . ­ + DOMESTIC SERVICE (PROVIDED BY OWNER). � w, '. � � I� - I I z L I W 14285 N, / 1 1/2" I "' .040, IF6 I.. I . 9 OP 71� it, +,� ,,, I'."- .�.,_ " 4 " , 'I P,2 ll� -11 6�wl" 0 1 / A � �, . , rL,T/--; 1\ - I � ------ m ��" -nC PRESSURE IN _Zj f i "I-",-�.,�,,�-�","-""�,�,,-�,�-"'-"-�'-"�-,,,,,,.�, __" ,,� . � � � - / 1 2 �, I, -;�. 'r e) I�' - ­41� STA -ggl__ 4. FOR GENERAL IRRIGA71ON NOTES SEE SHEET I=J_t I ill - ,/1 / / ,- &'­`­­_`_ , I \ 21- 0 1/4 1 ��4 ,�� I - I I ,I .� 4 v t- � y U _�*, 11111r :) V, /,".", I " � . 1 ' '. -' " ' L� I .� I I 11 07 CUCAMO " mm � i I * I �, .�, 11 I I I - , � . �t 1 1/2 it p . '. �, � I I � ., , , � 1 07� INFORMATION FROM- . THE' , / w ' t � , ,I \ I , 11 NGA COUNIY WATER DISTRICT "r— I I "_; A 2" — - 64 / ()­'� I / / I , � � ­ ,1, , I I . " �, . �441 -.1; Y, -&Aa L-MLYA- 1 5. CONTRACTOR SHALL MINIMIZE OVERSPRAY USING , , , , ' ' / 11 � , . I � . . I I It I I Ill FOLLOWING METHODS: I I , . . � �� , AD * I I I tit"' - I , *1 I I ­ , ­ I � 1. s DATE &-2= �. ' I - � .� � � 11 I _�- \ I 1, I � I " , I � -- , .L Z'/;t I, , A) CONTRACTOR SHALL USE RAINBIRD PCS SCREENS TO ; I I I __11+ I i .// I 11 i '* � I , , I 1� � � ,,�', i T I / 9 It I I IA? I I � C_111e� \' . . 4m —- ­ I I /_'/:2"I I / 41/ Y I . I .I,- -1 I , ,. �, . I ," , i 1. I/ It 11"z \U ' 'I"". &, Ao ACHIEVE PROPER COVERAGE. REFER TO PCS CHART. � MOUND I I . . . . . �� H I, . - . 11 qt 1" � 11/411 *, I I � "I I I I � L41., � '/4' / MAXIMUM 10' BETWEEN METER D SCALEm lm — 30) /1 1/4" 11/41# � I I I I � I ''I ­ 3/41 1 1 - �+ � � 4W � I . f " , �` 11-1 `�;�� 4 1 1 1 l' I 1/2 1# I I/ . / 11/411 " . 11/4 ' 1�. . ,e . I � , � � 00 �111111' I "., . / . AND BACKFLOW PREVENTER. B) IRRIGATION LAYOUT WAS DESIGNED SO THAT IRRIGATION F4 27/ L/ I I � .1 I " ,, '. � I � �' . :��",, 6 ./ "`!�, I w I I - / I , 1_ w, . " 4ho_- +_ . / �, " I I � I I I I \\ 4­ 11 - rU f �, VA� " F HEADS ARE NOT REDUCED MORE THAN 75X OF RADIUS I / / L _- % ''I � . . 11 �, � W-1 A-1 �- . � 1�. 4 � 4y," - ��"-, `Zl� "I . A (HUNTER'S ALLOWABLE REDUC71ON FACTOR). �; 'O 1114 aw I .� . 11 i �� ,mv ,.�,gg, I I �"T I , I I � I ,�� "` I I I , �I . I, Z � I I ,I I I Nll.I . . I g , / i , � I, I . . � )�t:_,ft? Ir t __ V / I i ,� I � . I� � , 7171 lm:%o -1 I"_­ ? f / ­ I, I I ­-� I I �, L y / � I i� �% , , , ­ I .11 I �I �� .1 1�, I tt., '"', '/4 IF E-2 43 PULL BOX WTH CONTROUM VARM [E] 6. ALL QUICK COUPLERS FOR USE AROUND PICNIC AREA - I � I�I"'- ,�,t � , . � - ,N�11 , N � � .- - Al I A , ,0 3 � . 7 . , I f I�� . �X . .� - "I - , V, I , �,�,4,k,� M / ,," , .2, ;,v V4" Y4 - - , No .�O` --- , 1. 1,�.l , __ : � R ��*N I/ ___ Z4 ­_ ' * * ­`- * . . , _,,�. .1 / � . . 1/4 , �, � I � � 'I � I _1 - ,"', t � TO BE POTABLE WATER. -qg I I- ", 11 13.e',"', I I � � I � I 'i ­ I I , " I CONTRACTOR SHALL PROVIDE' AN APPROVED PULL 12-Tr-9 07 '/ , , , . I m"It, 4f / 56 L , I , , I 11�1j�, g; / i I k. I I 11.�.6�,,�4�1 ­ � I Ill I I .- 11 .�. I 1, 1 . � I 1, �� � We-n-ew-aT-M , � . � 11 ��Z LI � � . 1, ' ! I I , I I-— - - " P A�(11 i . ­ �1­ , o ., 11 I I *—I A �, ra MWAROU / I , � I \ . , I � �, ME 1. 11 � I . . 7. ALL PVC IRRIGATION FITTINGS NEED TO BE SCH 80. 1 ,I ,., � , %Z\ 43 �, . I I " �, �t -- I I i ", I / ri I � . ", �%�, ,� . ,�,;,'' go I . I � � / J � ; --,-. 1___-_1-__-__,,_-, ,"', T_ � 0 - --- I I " _q1*ft I / ___ —.\F_ I " I 1� � - .41 , 3 "'. 7 EXTRA CONTROL WIRES AND ONE COMMON WIRE , 11 / �-'-"----�,--,�,.----�,�----,---�---.,"--------�- -_-1___-1_-' _a4. . .....-, IN r "IT-111'ry 11 E-3 92 � , <, , ,.101�' ��,m'f�',, q/, I I ,1, � `�­L,�� -�, .11 *%% /, I I I . , " t�1 1_1;1 _fy -� . " 11 I I " � .1 I )� , ��`11­. t.�C7, ') �1%%, ­ k� WITH (1) ORANGE WIRE FROM CONTROLLER ­_ - , , AM ill 2 / 1_11�" �, � ,.", � "' 1L==================_____J , ­ , 1 A-,,%,, 11-11 I , , ,�,,",�_�11 I it _1-___;;P4 W_12!1�� , ,vg' A AW , -11 ,-- IF �. . 1"__��11�1� g M .� � I / ,/, ���Iv_ % �gs , � , "t"I , �`�.. . �\ I - ,- I '� I - _"I 1,11, 11 �: _5 t 4 �L " - 11. , 1,41 , , Lq�� , � Zl I I z _���� r LOCATION TO FARTHEST I I � I � L,".1, 11 . - � 1, ", _w A i 1___1*1" � . ___ ,, f,j,jVffi "L," / � 0 1 , 1 21/2 I 1 1, .11 I 9 .� , 411 1 go �� 1­1� .1 � I I � . El", , .� ., - ,, - � Y4 ".. ,x .__I i � 'r V / I POINT IN BOTH I I ­_tl �&!:�,'4�%ft 11 tV # -- L-.1�T�11-11'�`,I " -A 3 GRADING CHANGE CAE TO SITE CONDIT I �` ' I I'll, I 1% . --1--l" I I I � ., . � h I �� 41 11 / DIRECTIONS WITH 36" EXPANSION LOOPS FOR e ADPW - -1 " "' 2 %%%. .�___, � . I . I I .�� -, - ft I I , . , !43t / , , I I"' � 1 O-j U:�, 0 F I. -till",�'"'i"'��'11' . (T . - ___,_______�_ t '. I , I I I 0.111 1� , r, .� PLANTER WALL AND STEPS 11 L / 'r Y4 " 2" I �, . I. I I I . ��_ '� (I'V11, 3� � 19 IV * Is ­ %%. "Ill I �� , ._.. �nn / I , , I ;, 4 11 ,I . � , . FUTURE STATIONS', I �� 1�.��,., �ez � , * I I . �' , � I . I ��,'I- ; "I" / � 20 . -----..------Jl I � �, 3/4 11 , 1 1/2" %%% t� . . I 1- I "I � ii�, E-4 I- 4 ! -� , . '' I 11 t,"""'16, /I , � . I D �. . I-, I r �' NNI , ­­ I -;,-�,, ,-', I 11/11 i I I '­ I 4, � �...- 11/411 2" to / I ly* .11 I , *,* �, _ � It - _____-__ ,2 ? I ., A I ,­_ 1, / - - .1 . - '* _., ;��_,,, /,L I 4 I*-*— 1 1/2 I I ,=__mh___ ............... 1 1/4" . - I 11., '' * . ­I el�i-.1111 .. '/4 ' 4,�, I me am #_Ir 014`1�1_1`*`_n 4 1/4 � I ,M- _1_1 7 ^­_ 77"=_F� - :::!�'..."":-",�l".Z�,��',,- 11__( � , ,� , ,�, - .1- �V' -\ I It .3t 11 '4 , -"�i,�$11,�Ill'-,-,��-11--l--"-- �14 ­_.­�_ I x_. �__ ",�_'_!_v I ,- ��., of . M11 ? .91-0,10, . , > . P� 7-- �t - 1. �_ . . . �, I it � I - _____ m I'll , " ___­I r-p=. ", - ! ,­' 1z ""`� � 1' I -1 % 10 I )cj( 3/411 - , ,-, ,1�;..�,-,�4�x�� 1 ,I ,4 w :,� - - / 1� IVIL 11 a_t 'k-a-_ '/4" IMIGATM I I 3 ,/ . -I 0 . o n-atl � I �Ilk I..- tp _�?," � - ) I ��,�, � //4 -!�:, , --F -, I - ':. ,; . �� '�-_-_,,'J,1�7i� CITY '!!� " 172 '�?�,.�-��, �, q ,�%-� . ,_ 1111-", � , �..� ,�', _-1 � ,' %t?,_,;, ,L� ,"'.g � , ,�), . "P,, � " , " _ ,. z ,, i DESCRIPTION OF REVISIn, DATE � ._ 1; _,�', .1 oa- -I�I L' SE CONTROLLER. SEE IRRIGATION LEGEND Aggggggggggl­`� N ,,, APPROVED 411 !-1 - �`­"2�� _,­­ I ----------- ;� L_ I I A' � -,--,_9�,-V_-a7r-,1,-,v ---, I " - " I I m FOR SPECIFICA71ONS AND MODEL NUMBER. � "o vq�-, ' ­,,�V�� - 1. ­<�. .�j __,_., I-----------i em --------- " , /"\ 15 , I " ',�, , "I _ -.1" - I ­� -M__ ,,,,, I &1__ 21 CALSEN , - ,�.-,j � I*,. ---.� ,,, I- I I . ,�e , n g' 'I� �12 0,1 I It 01,11 N 0-k 9 C4�2��4��Ilz- 1 1/I I & 1 '' 1-11" I I, Ir r %. J# ' ' -% e% A -,, / . I'al V11 .W _00:��, CONTACT: ERIN HAGEN CELL(760) 580-1835 - 1/4 "__­"� *', ,�� _�� ,i;___ / =1 F/4' d ,;N" ,01/,,, ,,, I _. n � 0 A M /'N� 4 ,.,,,, I - � I . I ')$# I I, i� ,v - �1�1_� 1 N , �1%, .1 4 A, . It ,,�, .111, "---' "" _Vw CITT OF INA` &"%H 0',,,� C U 0 ,�,�:r,-­i,,,.m r mm mmomw moomme moomm smommoomm amomm .;� I r, 11 I, 1___1 -, & 0 \ 21 UA U ' bA iwm : N. . 'I/ �.I 'a, �e!_ ,, $+ ",,� N U .1,11ii!*V 1� 1 f,3 3/ 1, � , 0 4 on ' am L on � mm � sm � mm 7\ "1�11 IN - I I --_1_11 ---I---- ill '1_____, *0 .. SEE DErAIL-N-, SHEET-L--U. L FmN "If, 1/4 it �... _�:4_� __ -------A_11-- . �� � 1� ,��y , I UP' 1010 1.- - '��, ­_ V)'11 F � �......,_,­­� ,_ I" , � "I It -_ �, ill <:�----, � ill __11� ,\ , . ..#* I ' .�", I ��, 11/11 11/1, III ­ -----­&----- 01�41 - -.,._1__---, I - CONTRACTOR SHALL VERIFY-ELECTRICAL STUB � , ,_­ . � , "" "" r�% I Al I 11 ,, ,�� ,� 2 "I "" , .',1 RANCHO SUMMIT PARK m 0 nk"712. 0 0 -P vnm\'�,�*IP.I,lt�,e , \ I \ . 11/411 4 - , � � �', �, ,_ ��,I LOCATION AND INSTALL CONDUIT SWEEP THROUGH I 11-1-, / I'll . . - 11/11 \ .,", I I . \ '� �t� it 3/ it 2 1/2,11 * 11 I I , ASSHOWSW SYSTM 61201MARY .� , x ,;� 4 /4 ", mamyt0g, If)0 �Pctrq 21/211 �5-- —_ _,__________� \ -11, S 00 POWs EFRENCE PAD TO CONTROLLER FROM ADJACENT METER BOX �I � � �� I...I 1��,,V,�, �v "x I � ___'�"_-_ ��­,_ �,.^,7�1­ 000 Q=_1p,W..`VaIue) I CLANOW (OW, */REF. 0) BY UTILITY COMPANY. CONTRACTOR IS RESPONSIBLE 11 I �.` I IRRIGATM_ �, 4 _0, ,,,�, - "I I I ­�­­`, ,,N7,,__' ,""'rovi", , , , ,,,�', I 0 " I k 14 1. .. Tam- ef cv?�) . 'If PAcOMInk %0/F""' il/it V, 00 I � z ,e­-, �--,, 1%`h*# I'.., , F Z_ 4 ,.11'1-1 1. ,�1�1, �, 0 L i I S IRRIGATIONSYSTEK (20) FOR FINAL POWER CONNECTION(S). IN ADDITION, IRRIW11OWPILAN . " %, \ h, I f,� 1:�,C,e (3 r. 0"-q-b 0 ­_,(' ".", 0 1 ONACAS 26 L-10 . I ,_ " ' �' - U r :bt, I I g 000 �' ' �,.� ( ,I _V, �_, I 1�1 . #I ift . 11/11 �­. I,�� ­__ .1 111� , , I '. -1111 - � 1111 i, -,-I , ­ ,�,I'-, I ' .--I 2 �,� " 20 L-10 (I t) l--/ %, " I 4 A" -7.,A -" ___�� .......... _� 0000 2,�,,4if6MTr, C4WRMLM (20) CONTRACTOR SHALL PROVIDE A GROUNDED WATERPROOF . ­.". i I i t - I k 11 . I 0 1 'S I -1-1 -'111 , f I � 1-1 "" _,� N-,�- 000 MLTE HOMSIDIffa WMB 04'h' \ ,-I` 11/11 , 1` 1 ; ill 2 1 � ,_ .1 "I'll, It il/is I , � , --"- . I I X�` .'A"',...... 1 1XII k � �0, D__�',� � 1_040k .- -1 3. � '-1 ­ `1 I 4 ___ 00 -e � -) "" .� _ ,L ) -1 . _­ , ..� _.""".", L-10 ' .­___� -----.-.-,. . _-11-1- 1, ,\ �. _,"� - 1, , � ,­-_,__ . , V _­op., ,_,­-.a,-- A I ­�� --'- I - I I DATE.- ,� -.,, , - ,�,�, 7-1--r-1.... - ","', go. � -, �,nr -4 4_11� -_ I , "L / V/��',:,:�­­ 10 ' , I . ,, - "" --��__ I ! I � a-"'W", _,.__,--" I - 0 NAL CONTROLLER(S) Approved 13y . 1, 1`-'I I D=-8 1� 9 011'.,. ----_�_­ Lmv. ,_, , 111 ; I I � V2 1 lo;r"r, 10 4, SOL 11015nM SENSORS, (10) - CONTRACTOR SHALIL COORDINATE FI � . I "N" �r 1 mjff*06�4' . __ I,. �,_. I j I 11 40g` ,�",___ . 1, ­ I : , i - I'M ­ `,�__ - ..ii � "� _____I I - I ­ .... .- �,P[r X, ,/'�' -,,,,,, � ii __­,� " I or 1, -1 LOCATION IN ADVANCE WITH THE C11Y OF CITY ENGINEER RCE NO. 24953 , ,-"m %"\, \ '0 "�4- 11w , . __;��Irl_`�111� " V .. .­... 1�1 , -.11'.. ... 11 ! - " Art , \ , 'y 1111011010 , __ ______,_____._, . I ___ -1-_.__-._-_ ��--.,--�--��-,---�.--.+-�,---,�-,-,"-," k 0 - ",", ,��- R *1 5 L-10 ,..;��, olu I li- � I ,.`_�',, �,, 10 1, ft*M,k* i ,j Gf ,�- sll Op. RAIN SENSORS. (5) . , .f � , I r�_":I� RANCHO CUCAMONGA TO VERIFY RECEPTION. � , . ,: 1� �f,,W �1�00` ,a ,�, ";MV, I ) 67 , I I - I F&A......A, -;-jw , 0,0'a-a- ") DESIGNED BY: I , ,<, , �I � I 1i 1: .i;L mm., m..i =.w ar.��m 1, � RE,'OMMENDED: �'./'.1, ' ' I ii ­'��,__� it��` I 6. WIND SENSORS, (5) , '/� '.10 .1 �_ 21/2'-',-,,�,"- I ftftmft w000m wwom 0000 -,,�k,,�, - . .............I.Amwimm � I I 11 , I.- ___-- , r em �', � ,rf ,��,� ONION �,,, I '% 4010 � 0 L-10 -OCON W , , mommmmm wasm � all . DAW,_ _/_ --1. ,_,� - ",,,, i Do, 1� ----VAffA1W /!. I 7 1 -7 (D 7. SENSITIVE TO SLOPE FA=Oft. 0) � rp L-10 . . - -AUMMIPM ____,_,_,____________'__ I I,,�j/ __ ,11 ' ' / -t10 I __�,�' -"' - - --992 . _--11 `� ,"// IV DRAWN BY. __- 91 ., / "" tl�� ') '­�­I_ 0 % _"I i� , ,&�, ,10��Q . A 9,Q* '_ % !Sili V,1��lf�- a. FqTC"Nww OR Rwyc4w "Tm 0) 0 1 � - ------- 0 " _'______ lt­_,11 ,f/ , NOTE TO CONTIRACTOR - _1jmmmmmmr__ I � ., , /-,--,%- . ATAWJD - ____ Suite 160, L-10 oF� 31 __F4_\__ �,?/ I 11x , - \ E-0 /E-8 \ 53 � TOTAL POW$ CLARIED, _6z;_ A MINIMUM OF _,__,__._,_,1 ____...__ k "'11--,", "/ BLO II � ** /---t _1 , 1" -1111", I" /i4 a I �� I/91�0 46 F-1 54 i I l�i - 44340--`-� 1 1 - Costa Mesa, I I -_,_�__)y , " \ W1 12M (MIN"im POINTS FeWIREDIS 60) 5 FEET AWAY FROM ANY MAINLINE. CHECKED BY. . I ,,---/ I Ail'! ! \!. I � I ,; � � . - r sw .; i \_K/ 7= 1W 2= 1W 10470 1 . i 1. -I SCIATA140 Associates California 92626 - _________ — _____________ 111111111111110111111111mill ___________ — - � I INMEMEM.. � I � . _ I _____ __­­­ , , ,- - —1 � -_ -, - . I 1� 8 0 - g1__do -__1V____ ---loo ___tr_V �____ I— , � mmmommmmomm __ , -, _", , I— 1� �­ , � A, IL -I ­1"I"11—IN `1 j I,— ? ;;A, O t t I J--,-------,%- � i:� \_32ff— / \ L,__ I /_1 I —Ir 1-1 , , , ", I. ,I— U C ' No &4N � I I I, , I el). 0 too I I dF Ir I 4, 3640 - .0 . I 4,139 I I a 6 , I I I V r)% tj T � 13NNO 66 1 Nt", .530 'N it .. .r J .I � .I � . TI I I .,� I 1� . I .--_____­ , I I �_­­­­­­­ �—�—.�--,-.-�—�,�---L—�-�---�'--�— "' ' I'll­­",I-,--,' ­-1­11 I" ''"I-11-1-111-11--"I'll- ­I- 1-1 I 11 I -11 I . ­__­ _1111111__.__-,_1111 I, I I— I I 111 I . � 1� �I . I I I . . , I . I � — — � I - I I ,�. I ldftfmm J----,% I I i � . I —- ;�__, 1i I I � 1, � I RM LMQMD ') \,�,�; ." % ! �, ,,, ; I - ; — - , 7 , i - � 1�1', " 1, - , , �� C', .� I � i i D4 I . � � � I " �" I _�� I � ��1 \ i FLOW SENSOR CABLE `� / � 301, L_� I 1 "' ,'_I �", "�,---,.,-��'ll'.11,�''It---,--"",-,-,--,--,---,-.-,�,��-..�---, ,�"-�,---'..--",-,--,.�-1111-.,-",��.",�---,.-��.,�-1-1--l--"�ll-I..-",,ll,"-.."""".�,�..",,--"�.11111-1--ll-.,�-11--l--.-�,,�",�.""�l".-",�..,.�,�-��.,�,,,�,�,�-1111.1.1.......,______--11.1-1......____­­___', I a NOZZLE PATTERN I,V � ?, �N,, "­...� � PHONE MODEM NOTE. / HEAD SYMBOL LEGEND MAKER MODEL NUMBER-DESCRI PTION � GPM PSI RADIUS DETAIL ' "', � al I .�."-"�-"..,-"-""--�-"""--�, ­­._'­'_'. ------------A:------ HUN—TER __ ,e _1 �i i ""',%'. L,-,..'�--l.''_,_"__"""Z_",__---"�,�--�--""..,--"�"-':,,-�,�--"'�-�"-"-,-�1.11'..'�--l�-",-�f�"-", '__­,_,_­­,­__.._­_. __.__,_1._--1-.�........-""",-"",�,�,���""-�,-."",",�"..-"-�-�.,-"�,�,-����,.��,�.,,'�,�,.�-111,11-��-....'���,-"",.�,,��'�ll.,�, _._____ :,, i , --`1---1 -11 I......­­' - .1 11---l-11---, . I i " _ ­ --1--1-.1_11-1-11'... -1-1 I� I 1� �,� , ,_ ­­­__ 1-1 C _� __ , __ � -, 11�_ _--_1 ;MODEM ONLY. _� ,, , ,_ _ ,���,�� _._...... -, CONTIR FURNISH AND INSTALL FLOW SENSOR CABLE PER 1-40-ADS-43 6" ROTOR POP-UP 43 906 13.5 50 56' , , , �... I � . ` � , �_ ,�"_ : ,-"'W'A wlpp�$;;�11.1,1y-�,M­111 L7,��,�",���,�",���,-;�,,����,�,�,�"I�,�,-�'l"�"*I".1;�),�,��--".�.�,����.-4-""��,�7�-��l".Wll.","'-",,-�,,,�%�, ,___­­_ LI RKING PRIOR TO - ., , ? __ ,. �__� _ ,,,�l-,-�,,,,�.,z,.,��-,�.��,,�,�;,�!V,��*', ���'�,11�",,.'."",.-:�-.1�j�,-eL�"INI'll"�l".�,'�ll,��-1.,,�4,f"-,�,,��ll,�,�t'll..-,�'ll"��v�?"����.�,.�,�7 "1-111.11,", , !�; I �� ��­_� 1,1,� n", _ 1111'�1111" ---l------,�-�,-�-,-.,.�'�'.1-1111.��-1-�,���-; 1-TURNOVILR­70 E CITY. i THE CALSENSE DETAILS AND SPECIFICATIONS. AL HUNTER 1-40-ADS-43 6" ROTOR POP-UP 43 1800 13.5 50 56' C d I %'� . 10-1-�-.11--..�-�--..-..-----,.�.---.--,-.,- , *",--,-"---,-",-",*,-,*-,--,----,-,-,-,,-,---,,-",,-",""---"-', ""-*'',*--,,*--*-,----,,--",-,-,"",,-"-"-"--l"-"-,*­7�­­­__ -TH ;1 " I __­-­­_.__­_---_.-,­......-I.- __..- .. . ­­­.-­� II�­ � 1, ­­ -1 I ____ - ., � . �.,��_. 51 " I ­­,", �­11�11 .. . — __ I IN 1 11 _____ 04 49 1 :­ _______I - I C t _ ,.,--A k\. ­_ "I. ,,_, ­ I", 11 -36S- -UP 113.5 . 11 LJ " 0 ___­ 1, .11",""', CONTACT: Vk HUNTER 1-40 6" ROTOR POP 43 360* 1 50 56 i ­ , I I tj ­��.:___'­,,k"�,', 11."""', - _, I I 14V 10MI ­-, __ � I - , � , ­_/ � t�,1. `­_,�', , %, " 1\ � I I W 20148 CALSENSE 0 �. ��"I . �*,,­.,­ 111- _ It \ ��,�, L,�_ r-� -!f/ -1 ­7, ,,_", -,"_ A HUNTER 1-20-ADS-3.5 6" ROTOR POP-UP 3.5 1 9oll C ,,,,`� �0, le�,_ rr--) ..� � ( . ��.,- _.... ...I ERIN HAGEN (760) 580-1835 - 1,35% `�,���', "', I I, 9 .AS L,INE C-7 51 --`.,_'­­�­�,. __, ,""11,-1,_,,1. - it HUNTER 1-20-ADS-3.5 6* ROTOR POP-UP 3.5 1800 3.4 50 40" C . ._­�11_ ,� -, "\, .,�,`, ", � �, 14,%11 00�� C4 gty- .`1--,,,-1; ­,'_��,,� "'.", -----. --,--,-- - ­-­-- - %�\ ,�0, "', 1�z, ,", � , z ____1__/__- 1 11871 .,_�',�'�,­ , ,", __ __ - I �, I.,", _, " ­,:� ", 0 HUNTER 1-20-36S-3.5 6" ROTOR POP-UP 3.5 360! ., ,�, ,1� 1, ,,,,, I 11 "," I i . 11 -" , I ______ - 1 50 40'_____ C I 11� I 1, ___'14_�,1,,,",, ,� SERIES! Now= I � , - 11 � wo �i I= I MM I on � WE � am f M � M. i-an � = M i M, ! I A � � '10 � I , r - ftllll� I I I , . '11-11", "", FLOW METER CERTIRCATION AL HUNTER 1-20HP-ADS-3.0 12" ROTOR POP-UP 3.0 90* 2.7 50 38 C , I , " , � . , ; Im z M ; MN 1 MM 1 MN � MM 1 MIN � � . Of7es'09710 ; � M"M :, MM : , '..11�,, - 1',, - I _ , I � . I �, , , "I _-11" 1 7x" I "' 6�11',_"Iiii'."'I li�� �, w Ell .1, �_ """, .,,,,,� _��'_'� irl, "J,`-., , '-'I �.%11-1 0, . 1 Ile � � r, �illl' ( I r :� '. FM t � i S�,*n ( ; - 1! i , , _.", ­-_' �_� — — � . am : I= ,( ��,, - 1, i I , �,,,�,­ -,,,, ", ,� >,. ,,,,,,5"--, I ,�­,e ','­,,­,�,, `­­­ a HUNTER 1-20HP-ADS-3.0 12" ROTOR POP-UP 3.0 180o . 2.7 50 38' C � - ,,,:,�, " Em K, ��<�, � 1?_�,­'I I 104 , t TV ,a" !am?, ft"m ft t CONTRACTOR SHALL OBTAIN FLOW METER do . ,.,_��, ;lIX to I �171 , "' - 1_��f, "' - � ... P I '.�,,"k,, , 2 2 ,J,�,,, 4*"" � ,"'. ­% CAP ' - —- 0 . I /�11 11so, .j "" ., " 21/2 I 1 != nomm I____ _.__ ._________________­-` . - -,-��--,--P""""R--.=-*-.--mwmw�....Manne,- .1,,,,,,; , CERTIFICATION PRIOR TO LANDS E MAINTENANCE " ,1111`1-111-1-4 ­$�,� �� -1�1�, �,;,,�F,�',�---e� �,�.-�,�,��,','.-C���,N'.'��4�',L'%�,-�"lle"�n'!���,,�.'$li"�q.�-.'�,7��,',�:,�,�,,,,�,� I '_,.� to, 50 38 "ft ����:��--,,,,��,�-.-,,�)t",i;,,����,�,�,��:�l�,',I�, flx�%� "N"' , - I 1�_.,� - 1-20HP-36S-3.0 12" ROTOR POP-UP 3.0 360 2.7 .1.4, ", - . � , � _______ � ` - -1 - -1-, 'V,,._�, ,.�., ��r,i��,,�%- _U,�,, ,!=_� , ip�U, ` - -- - ,,M,,�'_ - �'�7,'f ,,.,,% I I I _4....- '? C I AMN ---- ",, �,�V, ���,� , I -: � �. -Now ___T� 1%;,-,,:x-�v,7, , P _ r7nnbbh��A A -77i"77-71 �.X'.�""��,,,, ,��,,U,'.; ,77!7no:---..- I, IR HUNTER � o� , r_,_ 11,�,._ - ..-, ,�;�V',?'�J­,"��, i I . "i I _:�,­;",�,_aol� OP . ,�,,,, 1� ! ,',,��. ON WITH LANDSCAPE ARCHITECT AND CrTY � I — —_ I url"'IF'K F-,K I — 4 so-sances— sauses-44so/6,111, --11, _,;,7,* -. �_I�� _"p;"=�,x`, �- ,- i t I i i I I [ 1 1 1 i I I I � � '. �'r_, o�­­ 1­41111"Fans, I "' INSPECTI . / _'� ;� . t � ) _�,�� '''k,� ,�- I I t o I I i i . I-1111­�­_,_,�­. I _� 1_.__11_.111--_ _11..1.11--l-, __._o_____j__..........j____-1_ f -Iftftt ,�,,, 'REPRESENTATIVE. CONTACT CALSENSE FOR -20 ADS-3.5 6" ROTOR POP-UP 3.5 vu- - - C " I T i '40, i I 21/2'i I i L_;,___1 , , , "`��`��Z��_"­. "'14-112-,1;.'.11 ;; HUNTER I �. , d ' ' I I ._,_, -11- , 'All It . I __,_.__ 1, I ., ,"�,�,�,,-,,,k��_ ".11, a I I , � 1.11, 12 X2.' 11/2 1 11/411 � ; �­`­',,­ ,� HUNTER 3.5 � � 1 A4z it 11/11 .,,�t�,$�­��,Akl , * -.1 - 11 . /4 . I , I , ,11�11 I - .�, AN APPOINTMENT AT (800) 572-8608 1-20-ADS-3.5 6 ROTOR POP-UP 180* 1 3.4 1 50 40 '..,_­ aol%%�/21 I ,�l,,���l,,',,hO,�",.�,�,�,,�.r�,.�I .11-11-11 1-1 1�11�_�Z*==Xlll ,L', � I ­% _____ 1�11�1= 11/411 ­­­ _ , 10411ano I IbN -_-11 � ____ � .,.,-%%, .-­- I — - �:� ,_­­ , 1i 11 , �-i'�,,,_ - --I--- /- — � 3.4 50 40 0 :�:] I, 7-_______it, I ­-__i� , I�,;� .---...---,,, ___ - �, `�L.14, ­ HUNTER 1-20-36S-3.5 60 ROTOR POP-UP 3.5 360* .� - 1 1/4 I' F - � " %1.1.1 ' 'I ' M!,%%w'. 'N 1, ---T7-- 1 1/4 to 1 1/4 1 ., 11 + C V /4 -.-"-,-----,� �­­_ � I ;,��­,,,, 4kal — _ j_ _-] I I '__,__,/ I I F",-,�'�'o 1, .7"', ,-, 11 I— /­ ­'_�'�" !a�" , ---­4�---7a Ch 1806 SAM-PRS 6" POP-UP TURF SPRAY -15F,U-15H,U-15Q 25 14 � _­­ , A 11 �___­_ 2" '/4 � � A li�? , ,--, I I 0 RAINBIRD I �' I I nooka, U 360' 1 80" 90' 3.30 1.65 .83 ;" $1 I 11 _.____11____E1M1'-1 21/,It ,, -� 4�I I 11V,I 2 1, . ---- I--- �- - ______ , i1w r,., QUICK COUPLER NOTE. , " / /",��,,�, ill -.- 505 z 1) 2 4' I I ­-�,,_ � � 0 dh Ilk RAINBIRD 1806 SAM-PRS 6" POP-UP TURF SPRAY LOW GPM 25 1 1' A � *,t ­ I I I , � ,4" i ,k` ;I _, �,_____­ 1 , i 11/1-11 1'/4 AL 3/ #I """ / U-12F,U-12H,U-12Q 360` 1800 9(y 2.4011.20 .60 � "" � " lie , . owd -10UPLER'S ARE TO BE LOCATED NO MORE . ____ ._, I It ,��,� " I 1 /4 �""" go � � � ­ . #I .,­ / �,- 0 C� M RAINBIRD 1806 SAM-PRS 6" POP-UP TURF SPRAY LOW ANGLE 10F,10H,10Q (10VAN IF REQ'D.) 36V 180" 90r 1.44 .72 .36 25 A I I ,I -,"A� �� 1 1/4 I' ____ ______._�____ ____ ----------T___z___#__ � 1�,11 , A"'FROM ANY WASHABLE SURFACES. - I - 0 jj,q �O _"�" ­� .-�' ______ I / ", *N , , - ___ , ,-, ,-, 4'is' .�_�','I� � _-, - /4 ���11 -11 I ,�, ill I ____ ___11___ _is, ____-- .-- ---.__I�________._z_� . -_-_ �1' _11�_- > 1_il, _�._ _,_,.__,_,"__ _,__._.__1___­____� ,.1 /� **%� .— IF RAINBIRD 1812 SAM-PRS 12" POP-UP SHRUB SPRAY LOW GPM 18F,18H,18Q (18VAN IF REQ'D.) 36V 1 80` 9(r 4.86 2.43 1.22 25 17' B ;, __P, �, 'Mr.*. �"< --1 , I '114L 3/ of , ! 1/41, ��-_ ,.,---- I ___11- ?*i r 1-1 — I �; "I �1� ­-�11_14_.,� - " I I , , - I I ,/ iY '/4 to _"­,__,'_�,__, -_1_.111-1___-__--'_-____--1111- ,, / %I.. ;.1 74 \o� "' ),'-, I_,�, -,,;`�',_, 4 . RAINBIRD -PRS 12" POP-UP SHRUB SPRAY 15F,15H,15Q (15VAN IF REQ'D.) 36V I 1 80' 90* 1301.65 .83 25 1 14' B I r ,,, ��? 1�.11 �� ___ 11/411 .1 t�,�6, �,�!",::. '41110 * y w 1812 SAM . .1 / - _1;1� --- X,I ill . 11V �,2 I * —_ I Y' 1�;�'A �,11 I- ,1, � �,`��:, 0 M M RAINBIRD 1812 SAM-PRS 12" POP-UP SHRUB SPRAY LOW GPM 12F,12H,12Q (12VAN I ' REQ'D.) 360-1180-1 9Cr 2.40 1.20 .60 25 I I B � I .-'� . ,�1� I , 7 ��_______ 11 '�*k"-.�,, 1-1-1 , 1 211 ,I 4,f 1, � '1�I" ,,�`,�;-t�:.�'* N% __ - - fl. "', I � / 1/41, ��`,�\ , 50 7 ­`­'_'­___ ,;;;; � "," -, I .1. � t , ­, " i I \'_,______ -4, / 111�_;,"� 1%11 - — I 7� - I �­, , - / / .I- ­1,11 � - 7= ---; 34 �.`. I 11�_ � 1� ,ol 3/ #1 " ,==11- 31 it 'N V * * RAINBIRD - 1800ll goo 1. . 25 �91' B I , 1812 SAM-PRS 12" POP-UP SHRUB SPRAY LOW ANGLE 10F,10H.10Q (10VAN IF REQ'D.) 360 .4 .72 36 / _ 5�. " I,-,' ; I/to I , I ill ill I � ., 3/1 is ��" / "I"11c3�, N 190 3�, / 1�` `&3 , .fiw__'_� 3�, 1 1 I-- I-,' TV,11 ,�,` "" 11 if ;" � I 0 RAINBIRD TREE BUBBLER 1401 360li TRICKLE 0.25 25 BUB J to , , I " � .1 ..- 1!1'�.��'�,��i �, �� I _Icl"`I',`�L�'�,, , . . I" 11 11 ,1��, _,i_,�r��7�z � ,� i ­ I _4 I � �I 1.,'.�' --____ Z-"Ill,1.��,"'��, .1, - 11 - I :...­:�­ - I + TION PER TREE PUM-4 I ING PLAN SHLL I L-I Z I " , ­�"'; : �,- ,;R V� �. IPROPO'ED TREE LOCA ,�,� R * * 1�-� 11-1 '_, I -1 I - .. ­, ,­'�" � ff."�J�'�; '­� -1 � � �,­y �, ­ , ,,, - , 1"',", :::.. 1"'.1,11-)�,5,'��i�'; �,� Ile .�,,.� g." I I--- r� -, ,,-,, - --­��, ".- ,,;---- --� '" 6'. , I- � , I_1�111,� ,,� 1 , ", " � "I'l ""_ , 11 � 1�,�,�-,�";,",",",",�,"",' , ,, I , k �_ _.�_ �1'1 ,� �_,��T,i-,-,�, - -,,, - � I � L, '�,, , :11, 11. � Rq,��;n,,�,�,*,,i - " . " - �, I,, , .. - , <IQ Z I 11K I- � 1", 1. ""k I ,�"I', ,� I ` ._�.,." , " I - ______L_____j / 1 1/4 I I � z 1,I � ...I *'r I 1,T t -! -�i�.�,�., i ; .", 1, I , I I ,,, , , I'll. -, " , I— , �111 � "' I . .��" "- vy" � � , '. _11,13; � ,z, I � 11 i 1, S, -"""' - ,,, , " ", , I . 1- , , � � I I / I 1� �­ 1 Y4­ "".��, % , ,��iI."".,�,,�I'll"-,"�'ll��,,� N . " It -"% ,--I 1-11, , I 1 4 1 — . ND �� �: - �__,___­ -4P?l 5 --' -<--" "Ile --_1_--111-_111-,.. 1-11.11,1­­­\�1 I 11-l"N ____ �: I , .. a r111.11111_1_- , -1\111-1-11--l" 1� , ." , �, #I z . I � � �, . I i,,�'., - -* � :"�(.;,�- ��, � � -9 -/.I It I � i ,I . 11 , �/l 6 r',-, 1A 1 1/2" , " I "r /< ,", PUMP MAINUNE MD MAINUNE RMN88 SYMBOLLEGEND -DESCRIPTION DETAIL] I '.I V / � ...11,1--, �,� ill :, �__,��.. -qX-1/4 to ,J __------tl/,r�_ � , � i N ' , I MAKER MODEL NUMBER - 'y ill ." 5,�,�.,,,, "_"_,____,_,I- _____ I 11 I I '-,"�' " ____'_'_ a ? � , ... I / ��,�',Y., - ' \ ' �!' I 11, -1 ."_., � ,�; ' ' �k dMi � -,,,87 �' 1, 1"'.1 .�,-.,,,��\ I I .1 ' I " ' ", *N - CONTRACTOR TO PROVIDE AND INSTALL BRASS MAINLINE S RAINB RD EFB-CP-PRS-D PRESSURE REDUCING BRASS REMOTE CONTROL VALVE, SEE PLAN FOR SIZE — c,,\�e ,,, , ""' � _1�11 � � - ­­ '� �, / 11�1';_- ""��,­ ­�_�_,___,-_,, 2 1/2" ,i,�i��I`t-,�1�11 - , . " I , / / ,,� _,11 ' f , I - "; ,_ " . 11�1_ lk, I 10-on �%" /4 to i 117, � ",-1'- ,,, � ��H_k " , N , AND FrTTINGS 5'-Om MIN. BEFORE ENTERING AND 5 ` -11 I , --,,r , - �;. -, I 11 I ­­I- - '1-. � ,,!�l 7171 1, I � � I )4j � - 3/ 11 ­­- _ _,_� * �11_1 1 , = , 1, I :�,Z\, ,�No,_� RAINBIRD PEB SERIES REMOTE CONTROL VALVE, SEE PLAN FOR SIZE I I I I/! ---,__,-"" 1 R ��f I ....- .1-1. _ 11 -_,�I" ,gi 4 , , , J, / " - , 2 2 '���I-.11-R , , - @ I .1 — _.&.__1____A1swk 1-� V2' 1.� - , - — ",\ ��_-,­-,*;47�,;`��,,I J, I �ff,��i,�.�nmr,�,y��,,,,-,�i��'.,�,�,',_��,� A.,�41,1_Fl - 4" k i 71N, &I \-_. , � - � "7� -`� ` - �1711_ , I- I , -, `,`­�, �,_­ i I .,..�,�, N& . . t I 11 -1 1-1r----_r-____ N Ar% � N�l - f _"'.�_ ' MIN. AFTER E)(ITING THE PUMP ENCLOSURE. ",� � "'I ", � - "I.......��", """" N/A " V"'N" -11 "I",1,1� -T ---r— — it , NOT SHOWN CARSON VALVES TO BE PLACED IN A CARSON OR APPROVED EQUAL VALVE BOX , / �f,�"".��..'�i��!111----,,�l.I, I � 11 � 7 � . . -1 it , ____ -_ — "I-�`,K,��,,� ,�! ,% - , N , � �, , __ _____________ .- 1.�, , I I " ,',� ­, "', I I %O " � _�"/ '&,'f--�.i �,:,,��,,;" �,-.�'!-,� " 21/2' ", , j -"-- " 4MU�'f.5.4"'111,�s"l-V IiQl [_',��."` I ^ ,� , \\ I M CONTRACTOR TO PROVIDE AND CONNECT BRASS I ,,,,.-" - ,�,�____, ,,,1..111-,r.fP "' ' `."'-, � �1�1177 1 \ i-.�­"' ."b / ''..,�'� �­-- 1% i ",I '!�� MAINLINE AND FrTTINGS INSIDE THE PUMP ENCLOSURE NIB MANUAL BRASS BALL VALVE MODEL T-FP-600 1 1/2 K ' 3/,",Lt: , . 1-1 , ­-'4�1"!'�' '--,__J�/,��_,","� " , I 67 (11) ."r'.., - 14111 \ �, j 1i 1. �,X "I'll , I . ��::: 11, L"�� I 11 11 ­ * ,�� -111.1 , IN %11 - - I -- I Y'. , , ,, '�' � I ,/4." ,6-1 ft - I � ,, TO THE BRONZE UNION ADAPTER. . V 1��,'­��,7- �,"" -,:i,, '41 1� 4 I 1� ? !1, / ,, ,,,0,; '""' - * 111- I � ,)I/I _11M�, �1;`1"1'11"11 _t , I"ol, � ", ;, 11 , �`,­­ ", , ," !;;��­,r� . ........ - - -'�'_-_"�'------ ---­­­"','-----",_-.' - �1, / �,,I,� RAINBIRD 33 DNP !UICK CO )PLERS EVERY 15 , INSTALL IN GROUNDCOVER. _, >�. . - .. _,,.; -------------a L I I , -T-__-_-11Q- ---x- , �� , i I . ­ ... / , \ _11, 1k 1 (3 1 1 1 . 1-1 �, , 4� , ,__ - Ir " 11­111��,, -iii�� �x�� � - . I ""I'l ,,'I-,,,,,,-�,,,-,,,.,�l,"-'.,,,,,,rf,,,,,,,,",,,,,'I,',,",,��*1111-1-�;,�-ll '--- �'1111,`_1111 - I ` A � -, � 1-1�,.Qll �,��"`��:.1`1�1­, 1'1� 11*11`_ 1'1'�I -1. I I k . I 1� , .. -�'..i, - �, " ��_ " \ I—--f`_1 . - , , I� � ­"--�'�" "'C', 1� I I j , � � % I � I — . V � I � . . it.z.,_ 00011"', 77",",,,.�..� _... 11, �1 W a ze__ I I 11 .1 1% " "'�; . , I I - I I — ,___ * --'----1--`---, * /_", \ I 1 1/4�'� 1 .7', ,I 1.� 1"..", 7 0 11/4$1 )t_—� / 11_1"� :,"I \ �, 1,1 . I 1 1/4 j I i � \ I , � I � I 1.� 1, N/A , � ­ I I ��. I I . I , -1111-1;11-_11-111_- A 11.__11-%-1- � " M WILKENS 500 SERIES OR EQUA PRESSURE REGULATOR - 2 1/2" �',,,,,'.11 `._,� ­..",,_':f,_­��""�,�,L ,",11,11 / �, - 25-YD, 4" BACKFLOW PLACED IN A STRONG BOX BACKFLOW COVER MODEL BC-30CR F ­ , "� __" - - , ,L . -111111 7 Co "'�,�,L &2,,"�,�.��,�'�� ;�,, �,,�,,� . , ,�� 'I", �� � I FEB - :,, � I � "'N 87 " ,��,!!`,�.1,11� / � -, �_ ­%�, � . � �, ­.... I ��,Y ,_ ­ '� ...I&I" _1��,;, I � � \ 44 i , , �,;" 11'1'1�1 "'I'm � \ - �: 1� I I I � I I � I N " h j .1 �� \1 � k 11 / - 4j, / , � � 9@ COLOR TO BE SELECTED BY CITY OF RANCHO CUCAMON 'A REPRESENTATIVE 11 1. 1� , � '' I � 11 � .1 I \ , I i,1;1�_,.. ,�;-,�- . N 11 I , i N \ "",,,I�'.k",�;,"� '4 to , , i 164 — — , ,0� --- 11 I � i �!",,�;,_', ,,,'� \, � - � 51 `1'111111.11'._,�_,1�1. ��1`5-�". \ �,%, , I I I .. - I 7 I ' '/4 � I , 4 - - I 1 �I I 11, I " 1 1/4 to 11/410 , I � "I.1� � V .... ..�,, 7 1 1- , - , I, � , " . �,�11 �\ r /"W 2 N \ \ �,.�,, k CALSENSE FM-2.0 FLOW METER H "' "" 77 , 2w - li� � � I I I � ;� I -------,---,—,- --- I 1 21 -.56 ,�� _-, -I �, `:,,_,,,,,��"" , % - a - 4 , . I I I 1_--_____-__, � , "L - k3 1B - I 11, � _­%­­­-­�`i I I .11 e__, I �'� ,_ N * 1'�'t�p 11. ;k!,3,'��r,,� � I � . ,------I-- --1 \ 1�', No----/ ` — , ��,, ,�` , �_`�`, "', I , -1 1-11 I— `111 1. ,_ ,f, , , -, - . 7 f 1 1/2 I' ��I V �;` \� x � 511--, " 1`1". ______,,___�,_ _., ,e l0q, ", \11 . I 11 ., 7M_" 11 - . , ____ � � \ * , I , I w , 1�� \ I \i—V 0% -_111111%, / 11, 1 1 \ � \ (1) CTRIC DIAPHRAGM 2 AASTER GLOBE VALVE I �-11-11,11,��.11��-��,�-t""II-��lt-1.1 1­1-1�111­__ � I � � -1 11 I �, �, "I ,._,,��,,�?�� - "I , , "01�,, -,","_- .11-1-111-1�1211----�-1-11;11�1--l�1--l"!"i—�--�'ll"!�l—,-",-,�",,:,�--l'-1--l�,-�1-1--l-l�ll,�!--"�Ill""-"�-,.., I 1 1/4 I I' ',� I � �­,,��'j: " , /x � I,��, 11 �t\ t - I ,� -1 , � ;_ " Al�� 111. ,_,"i � I 'i 31 1 =, , 1v1_________1_v-_ _�,-, .. . _1 \1 \ I, j_­­_­_,r­, � r��. / � \ ,­­-3. '. " -" , * \ , -* �", ,�",.�'�,,,;�,,= , I .,I - I . . i "i :7.1 \/,I �,,-"",i \N� " WATTS SERIES 403 RT-RW 2" GATE VALVE . - �� . I .� 11 K ,,� � �, - Ill 4 , ,.. I . I . � I � 1 /�, i 1." \, 11 "I & �1- I — L f In il �_I'll, ,, " _11`1�1,`�'�,��,_ML " , - .� ,, I � I, � � i .P, ,, . \ -4 k I r \ - ", 1, ? P�_11"'_ I 1�� I ��, ,�l .�, .z -,", � 1'.,tl � - I _`1 .1 "" ID .�1�� ,""" , .i � �'11 ,� ;�� �- '/4"' I .-1; "", � I I "I . 11 � �i�1�;��A , ,, , - ," , , , , I . , ,- 1�.111'1'" ,`: 11 i , I CONTROLLER "A': ET-2000e-8-MR-RRe-RRe DOME W/ A TP-110 AND TP-1 BOARD, \� 1- -�­' 11 - I'D 1! i I——�11� 7 1- _` ", � �, - 11 I,- \ . � ,_�'I" �;­ I A\,", L - - , / - . �, b? � �,'_ - � . . --- '1% ,I _" � R".ilt / 111,1'_�,`, \ �� ­­ I ;'' I I ,S _ ..-11 I ,�� IQ I -�, �, ��;,,,,� �, `­.­ I- � , I - ' ' I I 1. I I ""I �O 0 21/2 1 f ,I 'If I/ , ­��, 11-1`1 I- � �_ �_­ I I 1� I � 'V - -) � � � 11 L tl_1_11'11*`� " I' _ ! I � c,,y 1, :_,��`­_,__ � � I � .. � ,,,, CONTROLLER 'B': ET-2000e-8-M-RRe-RRe DOME TO HAVE TP-1 BOARD, -5i"',,_� . I ,�, I I � N I` ,,,, - I o I � , �, 'i 2 1.1�ti_._­ ", 1w I 1 " w _ ., .,11, - , � I I i� '1� . r, ,,� .1 , ,�;�.,,- - I I I � �.. / I I ,� - -1, I _ �,,' .., I , ,3"-- r, J _ � � �I � � I :, � I � .... �,S,) A ­ _,,�,��,i I r_-� \ , ,\ � '11 , t , ,. I Ik 9 I ; .... i, , `1 ,�, / \ * , ... �'11_: 3 1 �, "'r "/ , I . �!; ,�,, I-— '' I � 11 , � -1� �11�.!_ _�e ,�... -i_ - � 1, I I �1111_11__,Y. �,-�,��,,,.�-,�.,�,,"�,,�,��1,11".� I 'm �4- " � . � I �,,P- , �` f "�rl",�" .I .,. \,O I CONTROLLER 'C': ET-20O0e-8-M-RRe-RRe DOME TO HAVE TP-1 BOARD, -A, . - 5 I . I I t .1� Immmm mmm amm am= 01 MINE= wommoso memo\ . I . � - - I I � � ­�.' ,,,,v� ammmm � -----% I �,_,E���, , I I I � , � " .I - t $ ______ ,� , % J, ,�� �, ��,E�� �, �', — ,��",,�11 L � .1 It, , �, I . I � I I � � . ! I , , � , . I "I'll, " 11 ") * I � I . \ \ 0 = > .C., CONTROLLER 'Do: ET-20O0e-8-M-RRe-RRe DOME, TO HAVE TP-1 BOARD, � ,I - I .� � " -I. . 1 , ;1 am 'Vemomniiiiii�:� nommolummmon MEN= now= no== VD, il,,-, ,'�r��. ... � *' ,I ' I \ ,"' �;,.,� 4 11 ,,­_ k , , \ CONTROLLER E- ET-2000e-12-M-RRe-RRe DOME TO HAVE TP-1 BOARD, I I ". -, ii"_ . - I I'll ,� �11 .1 � -�,'. "' :,, r-----------I -1 � ,� I � �_ 1-1- ,"� �_�;,,�f,', I '11$_%�.,�,�, ,�, " I., E-I \ 27 11 11_1� '... " ".-,��31;,".;,"" I , f i"I 11; I, I. . � - I �. ; � I. * I " 1 1/2 to 3 ,�. \1 I--11 7 am 9 M�,'Jb ., ­ \ � 7 . � , - ", ,� 3/ " , (D(0 , I � � - I ,, -,"' , , , , , ,, , ,- , , I � ;1.1.,�,: I � . - � i� . _41t,'_�_,tr I I ,I�,__. " , I , � CALSENSE - CONTR It ET-20O0e-8-M-RRe-RRe DOME TO HAVE TP-1 BOARD 4 -, I . �,V, 3 I -�'j',�� �'11�--11�`- , � - i '' . �, \ ,_`�I'l_'U "��,` It 0111�,, ,�-!r �, �1 I I /^\ 11/4 it - ,- - - - . \ 11� - � IV,? 13mv N * __­" �- * I . � ­­'­ , [�, � 7-,-�, 00 CONTROLLER 'Go: ET-20O0e-8-M-RRe-RRe DOME TO HAVE TP-1 BOARD N "I ? I �. . I '' .1 I � � ,­`A,ii. , OLLER 'F' � � ­', - Z ." , , I � ,4_, 4".�,,,,,,, \ !V0 I . 11, I . I � �� - . � � 1 1/4 ' 11/411 1 q� � , �11 \ '�, %� ' ' 10/ \ \ �'.1.11", "',1 ,,,,, , ;7i "" � ' i , ,, '' \ 'A k _ A ..'�� , 1".., ­`;-�,�"N T, , ";,"i, -,�, ,�-`.,4 �', ,'' �- I., . , ��1, .,.��_h"',,�,'"'A" -. � �'._,, 11 , ` 'k G4 \ I � �_ \1�1/4 to r,, 'I',-�1,i`�'..-��11""I"; ."i ,�:i,, , , , . f � 1'_�,' I ,. �11 ", "", '/4-3/' , ,.,-� ,L, a w � P - / , - z � - I " ii 1'1,�ik*�,.1 �j.",_,,"",.,",�,-'r,' �,� , � 47 �� I . � � ",�'. 11", "I . I i / \ il, � '� .1.1�'11, ,�_`1-""", - , _ . I � , � \ � 3 � � I �\ \ -, --I .1 ,,,,,,&", ,� " \ Y" ALSO NEEDED: WG-1, RB-1, RR-DOME, PHONE WIRE TO A' CONTROLLER. CONTROLLER'S ARE , , ".. to �1� �� 11­.� ,.`X,1-- I � ; .�,:,i, � . ,I i 11� I - . �,;,,_",-":, ,,,,�, . ,�1' " � ',1 F - I , i I ��, - 11 , ` .�"i-l", -�,,,'N �� ,`�'I m I 1 3. - - 2002 ,- ,I '5`�,�','11111'1111�� ,­­-­��`,,,','�i, '', I � I i . 4 1 i � . I , . i ,'�, ." �, I i � - \I I*Vj i --,;i,,,. TO BE LINKED WITH P-7171-D COMMUNICATION CABLE INSIDE CONDUIT AND HOUSED IN THE , , , �� �-.1": I - /4 . I , �� 1 4 , / , 1-1"� 'I 4' -`,"ill -,-,,�\ @� '. i 11; 1 1/2 to L-11 I. I , � - I .I � � I ... Y, \ I \% I �w ____�� I-,!, � Y, -'�,�, ` I S,� :j"',- " I - � i , , f : \ " � "". \N11 � ". �, , ,� _ � i - - , I, G, 11 � , ""k crw - - , � . I 1� � I V/ "" I S �0 1, OM BUILDING. SEE PLAN FOR CONTROLLER LOCATIONS. EACH `1 i I ,.,.,w I t . . f� I 11 1'r,".. .. I N '�,,�,,, I I ___\ I L, * , ", t, 1. � � . I ,,,r IX,, � , � , � , ­', I '\ % ,,- I , . � �� I ,,-�J,'.- .1.I I .� ,,�, `11!, NOTE: ONLY NEED 1 TP-1 1 0 IF WIRED CORRECTLY "IN SERIES" IN THE BEGINNING. � � 1 GM1V\ . - , 11 �_ I " -�::�,,�,-711.1i I _­,�. \ \ 'I% 1, I ... , � -11 ; � 111"N", �� I I �' I � � � � \ \ \ '\ 11 11 �, '. � A ,,% 'I, CONTROLLER IS TO ALSO HAVE (1) EICON REMOTE CONTROL RECEIVER. I " I - I IL - -" � / It / I I / J\ , 1/2"' I ,�`.�, , X;I\% \ 'k 0 - � . 67' , \ 21/2" 'L, �,".\ \ � ,-11 ;­_ i ­­' -1 ,�";,�, "I A , i � , 1. il �,� I I \ , '� ,5, - 7 , 'Z��,. \ �� " . , I . I , ,-,,,� �­--"I'll, i ;,", 4 ,4,-',-�"�P� li%, 1. I I"��,I ,�, :; - , "', , —_ , , I .� �r - � . � I �.'�,'-,,'� , ,,, � ,,,,, � I � '. \ � ," ,,, ,� "-` "', % _ � '1 I `� I I \ qqq.',,'" '5119151-1, 11� f "Nff7"!o!` ­­,""; I , I ?� . It '41 lk \ \,­�< I \ I � i � % � 1 2 � . � I �il;l 11 1� "," I.",", 11 \t � �t " , 'I . , � / 1 1/2 to �, 4f,�T,6"%!`,�,`� ,�,��,,11��- , , 21X It � . 1-�, ��L"' - , llp t � " \ 1- '_�O'�, ", � -� MINN 000001 INNE - SEE PLAN FOR SIZE, MIN. COVER I 8 , _ .... " ," � - : -(_ "I - � I I I \ .. ty�to .. I'll.�I I �1'111 . -11� q �Ifll "', � "I � , APPROVED PVC CLASS,315 MAINLINE, SIZE 2" OR GREATER D ol I �, I I - I ­_�-_ -1 A �jll - 11 , I %'�-, -, " � . 1 J ,?_,_�,N� -'..-i'l� �,_", �%,",-,�."�,___ , i . ,'�� ,� % , ��-!wf­-­­---­­,­---­__'_ , 11. � 11/, 11, \ .. "�; ��. -, � � '� , , , , I , 0 2 I � '/4 ," , 2 11/2 ? I \ �-_ >r, , , .z;,�-',';'� it z �i , � � k% , '� D D 1. ,�" -91 ,�`;4�141,1.1`11,�.'�';�` "\ 0001 MONSON d!` I 11 .. � . � � , z 1 1/2 t \ ` .- " , i 1/,,I I"�t\ MINN APPROVE CHEDULE tO MAINLINE, SIZE LESS THAN 2" - SEE PLAN FOR SIZE, MIN. COVER 18" " 4, ,� \ ��� � �k -- I - I \ - -11, ` ,,,�, VI --- r. ,� t , i 'i ,. . - I � �� I ,� ______- ____ _1 -, , I , -'�il_-"_`� "�_,`�� li , �, / 14'1 , /2 to _ 1�1`1.*, ,� ,� 1_____""*� -,, � � "I . � � ,I � I 1 2 ,tl- LLM - � 11, I '' 11 / '11\ eci "", I .1 ,, � " I - , I .- It I'll I 11�� �, �, I `�,11_1` 77 _.��L . M \ � " �, `�i "oIk" -----2 X to -,, � , \ �'�_R 11 I lz,�,,, ,�, ��111� - 11 Kk%.-- - 11�1 IN ,�, :--- APPROVED PVC SCH 40 SLEEVES TO BE TWICE SIZE OF THE SLEEVED PIPE OR S NOTED, MIN. COVER 12" E � � 11 - _%"I, ,�, 11��, "��- �! �, ---=1 110111)o 11 , � ,_Y"��- 1 "I ��_ I �b I . . � , ,�, . A I " I--j�, �11 .", . -,y I �I Z4 . 11/411 -I,--,--,-,, _j \ 21/2$1 \N _­'_ _. �1%� ,�'.�, 0- �, I 11 � � � 01 "L- ; �iItto- 1� i ll -1--1-- - -.--I---- � 10 __ 1�1 \ \I "--.�-r,-,�--,-.-,",-",-,-,�1-1-.,�,-,-"..� �_ __Aff% 11 , �_. 'A 0. � I APPROVED NE, SEE PLAN FOR SIZE, MIN. COVER 12" 1 - :4�f 1,4_ -, z I *� I I. 11 i D 171, ,I -------,-,-,-,---'-"*--,--""---,--,—,--,—,---"-.-,-,- I— I � "N \. --,, �111 11% 1 1/4 1 it t - � � i - 'I- \,, , I, � ,� '-. i . -,, I I 0 1 \ \ I �, i, np N 1419-13B INDUSTRY PULL BOX MARKED 'ELECTRIC' W/ 36- E(PANSION LOOPS IN BOX, TYP. x I 1 lx�, �1 11/411 , ea " / . ',�N 2 1/2 to I", -",---,--- P AT � "; .111, ­­­ I �� CARSO N/A I I � , I 11 :�l "I - ��11 li �, � .,� .1. -----, I "i \\ 87 `A�� ____.________­­­ � � - . flW, '47 , I , " I "" ,','�1�1�1 , .111, 1� ... - ___ A �, - I I�� I� / N `-1, ot 44 '4' � � ��_ '."_"' -'._'4f��)��\ , _� "� 11 _�', �,' , L Omni= , I - .", Ill , , I - 3ED ELECTRICAL SERVICE PER UTILITY PLANS q 2" �, - � / , ,. �� ,!� ,-. I N/A , � IIR 11/2� ,,_ �fl I a,,,,�il �, ,� � i — ----- , 9MI , , i 111, I 11 MR ; .1 `­­ 1, '6� 1 \ x �,III ,; I f � . 2., ----.,-, 11--_-- 4 �., 1�, �.��o ji, _,____k� z � - s�"�,,�� . " , 11 / , V1'-__'__--- -1-11-111 i ,�I ,�;1'1'0 - _` -�� 119 3" OR 4" DOMESTIC WATER METER PER CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 ;. 1 1/4 If -� I "1 ) Al"". " 11/4 2" , f I , 1" . t / 11 . - , PROPOSED N/A MIN -1 � .1,11, - __ �t. i� 'I — *� 1 lij � 11 1: ��, ----"--'- Yi2\ 07---'-'-- --------- -1 � � �, I" i -law " � � I D Iq � I �i / .1 *`,_ 2"`------- — ____77_�� � �___I. 11'I'L �' �w exam i 'r 1 . ,___­,_­­_ 2 , "I I I PROPOSE EN PRODUCT SALES SPECIFICATIONS. REFER TO SHEET L-1 1 FOR SPECS Mop , i �illf� I ,_____, , �� �-,�, - Em _%k. � .1 4,1� _ 21/2 1 , , I G4 64 / I � r,,,�r - � I i � .J I --� 1, _,_ '4 , I t, 0 / � / -"--",��,,�-"-"---",,�,�11.1.1�--l'��,,�,-"I � ;,�,R�'A:r­,� - xp __­._.___,_ 111 I �?__ . 1. 11 I �1_�, .', _­,". I , � _1" I CONTINUATION OF LATERAL OR MAINLINE, REFER TO ADJACENT MATCHLINE SHEET NO. I N/A I 11 ­ . ___, , , _", I _ � I 11 t r � ? ,­- -1-_,_,,___-,-1­', ,I �� %V­%/,��,�111____' ,1,, �,��,,;�,, , - A.��-. �", V 1, i __ --�- - � 1w 7=1 . . ,1 ­­­ ___­ ,_ 1�!i;,'­ xmlf e_��, . . ,, � il � , 1 .,,�� "'i"L I. I --- -� ��_; i , 0 �,`A;I g ­', 1' � VALVE NO./ �,�, D I I I �/, ,I / ,,,-,, . i,� I .1 � 3 ,A:� 1 Y2" # r \lr,_I_i� � � il � ;,�� ,"11- I "I 44t - , �', � I I .. ; ..., �,�"",,�l;L ' ld,�,k'. , I L - �,�,;.... " _q.; ;,.�� ::: , - I __ 21/2 to`­ 'I i _� 7�,,, ,� . , I I. 1, ��_`,,,,`i';. - /I I . - ,--" i , --- 1-1-11 "', .-,,, "�,Y,!­ -_,�,,,M,.::'I',.��, 4 ­­'71 � it 4� , , 3' ,��.'- �,�""",�,,`;��8,', �1,1,�,', .,-------,-,- mar 1 �,44­­­ A-I GPM 11 . ; - I 1, N I- ", 1�,,,'�,,,,,�`-,�,,,��'*'-`,i" , , L CONTROLLER SEQUENCE 5.0 - j1___1_% I .,;,,..�',�,, 4 � METER W I , Ik / i ,,,�� , ,_-1.11", � I �, ��, 11 , , t 1. .. I " J1, I .111*11"'`,",�,� - I , I 0 0 0 P IF i 1 1/2 I' �, ""' 1_ �, i I'A? .4 1 t � 2W/-"\SQ. FT. 11% �.. , ,� 11/210 1 1/2 to I , ` - , I VALVE SIZE 5, It � I ,/ ',,11�11_1 4 z I I-. 3�mxa I . I-- I ?1/1 � I /"\ so '1:1 .�' I � "i, TM_� 1 IMPROVEMENT PLANS (VERIFY LOCATION) � �, - ___-­ ­_ - - ______ / 11 i �,'�71:1-1. - S- - , e "I" ,� ansown NNW= - � , I - 'I.' 1, ;4L-L, sz �'11�-` 1�*�.11R, 4 ,�, ,�� 0 "I-,` '/4 to , ,"1 - I I I - � " 1p, ,I 11/4' ,j -,�,,.,��,� I �� " r- I �,, �.1 � ` , I If , , / �, � I I x, ", -1 "I 1�1 I �� %V ,,, , C VALVE LEGM , _1 ..-- ,? 47M 4� , "'k ......- 4 1111,� ,.. . ­ V ,,, _/ ��t�­­' :�' � I 1, 11 ) ,1 I ,,��t.� li�� %---I _,.�11 1. ,.1`�'�.�11 _� .� " I . 'L I 1, � .�;,` .,�,i,�, L .. �,;­,� I I � . ________________ , 1, � �_­ ilv. �� - I ' f ,�, - I `�-� . 67-,---. _.. ,�, 6�;, � 11 , I 11, '! � ....�. , ; to '/4 i �"" �I .� I I � �� _ f , 11 . 1� 11, .1� - 4 --1 .,-I �" - """ -, �� �, � - .11 I / �,, �, I ��,�, ,r,! ; , ,11 1 11/411 � ,',J,�,-,',,'�,,,�,`,,'��' 1, ig ,", I I � � 4 � "�, ­ - ,_;o �, � � / 1 1/2'1 � 1 1/4 It . 11�', �., �--,�� r��­ , 4 it '/4 "" lk ,:��,,',�-i I,,.( � , -, I I " (D 3/4,I,' �i, ,��"' , " - " - ', , I. a :, !�� I � i _1i I ) �. �.� Fll"'11�1�111'., , �, ADDITIONAL IRRN3ATION N07ES I 1% �',� ,z" i f .--.---- ­__ ---- - . I :: ,/ � �i 7,.,7--,,. 11'� � I / I "I"'?- "', �;.­",��,��,,'-;�` � - I 1 i" �`,`�`I i AEI-CASC CIVIL ENGINEERING 11 1�� "I ; '�� i __­_­_---­­ , 41"�,�,>�`_?Z�,`,�` -,r ­�� � __.__,1,4qj �-------�,--��.,---,.,---�,��,�,.,- I ,,,, ..�­;, j it, it� - Z. , 1/4 , 1 I' I APPROVED WATER IMPROVEMENT PLANS. CONTRACTOR SHALL ALLOW FOR ON-SITE MODIFICATION OF , . 9 V" / I ,­__ /� I ! r;�,��11�'111��i"!�',�, .1 �___J��, I , I 11�11 Z I I ,1 ';, " I ,J)0 � ___', ; , " 1­j�, I "�11 . ___ -,--,, "' / ,___ _ .."?, �, - � , I I �', i -, "� -A I - w , PLAN71NG AREA AND ALLOW IN THE BID PRICE FOR MINOR 1 1114 i ,-,,,I x ',�' i 41 ill ��,,,N��'i�,;,�, TRACT NO. 14259 g- , 14 .. � ,,� ,/�/ ,I 'i, �;,-%�;�,��.�,�,�,'� .I A o , I 11 11 , ,�, - 1! i I ADJUSTMENTS IN THE FINAL LOCATION OF IRRIGATION. I , _ aw . I 1, I � ,�' / / ' , I - , . .� '_�, &, -ell /. . I � 0 e PAGE NO. OF P.O.C. T �11 , V11. / ,�� P -RK ,!-3'VTE ly4,, 11 " �'11' -.35-M-1 / I � � ­ . "; �,� . / 4 11 � " 1 1/4?I i )-n',',' "" . ____.___ I.- - I , Ill \ � I '41 , ."",/ �k ,�"111�1 P.O.C. 7.34 METER SIZE --A!- , 1 4,� -.11,11, --JZ± CONTRACTOR SHALL REVIEW VALVE SEQUENCING WITH CITY I I � � i __ i.19 2!/2 1 i `Xli`�115;, L DOMESTIC SERVICE (PROVIDED BY OWNER). 1.1i " t /" I - � N I I AND OBTAIN APPROVAL OF SEQUENCING PLAN PRIOR TO "I -1 / / i ./ "I . oft� " 11P �k'� "41 / I - I / ­` I -.1,, 1- 4, / ,��,( _,, / I ' .V I . � — I 1�il­ L I- " , ol"ll000ll, I/ , 01 I �, I 11/2 I , ��� 1. \ I 11 ,____-1..__ "I i; \ 87 ,Ell- � _', I , 1 1/4 I I PL" 1 1/4#I ��" 3 � � � ,/' I ,�,,� J/ .,�!, " — -_AV., , 7, STA71C PRESSURE IN -DSi---- *_ 1 / luill _11`i,�,, �� I ;� "I, L INSTALLATION. I , i I I , / / � [ 1 1/4 to l� 4 'I f,4 /Ich-sw "I I? I ,Z) I!, " 1� ,11, ,.",_ / � I 1, 11 i.-I i� CUCAMONGA COUNTY WATER DISTRICT .1 , I 0 � - . 1/4, � / \-r./ 1 1/4'1 / i ,1�,,� ,� I \1 1 1 _11 I 1 . . I � � `74NI.l INFORMATI . 1. � 1/2 to / � I � � -, V...._ &��, !"! 1. ALL PIPING SHALL MEET 1APM0 AND NSF STANDARDS ...-p I to I I ",21111-11' * I NOTES: . � ."I k 1* , � ,, , I 4' - ly Al -L� � a I I i - I __ ,;" i , / �11` ., !'R 11 ��- I ., . """. 1� 11 1 I � �4 . il� ON FROM --RUSSEL-SILYA , , , , , �, - I '. LL, , lx�,-, � _`­ ,�, 1, ��__1 'L � I ow - -1 L&-2= I I I t t '. � �'-. :�_ It � 111 , L � ` 1 1/2 to .1 11 , '__, 11 / * I 0 DATE. - . V1 I I /Goo,\ --ey' "11 11/411 � , 11 I ....I. - 54 " ". #i FOR PVC TYPE 1, GRADE 1 PIPE I 11 of I I / I,�-,-�-,,, ! 1 7 /(11;` Y, � f."11, ��r ­_'­L­­.."e,`- ___:\� I 07=1 i I .,�,� . :,"*"FA�,", -1 I i /V. _________,__ 7�....- /7 , I I - �, -011 /L � 4 I, r: "I".1 .11-1 T, / � , 0`���117_1�1",'�_;`, 112 . I, 2. CONTRACTOR SHALL PROVIDE SLEEVING (TWICE THE SIZE If / Ili � , I , -_ � i I METER 'B' w 'A 1____, , 1114 1 1 ;v--_-�_ _ I I' ' .1. 1� 11 / / 11 1',411, ­§;.',Y�,�,�M.. � g !, r 0000-*00 / / 11 I �, ill "N f � " � - 40 P.O.C. PER CIVIL ENGINEER'S WATER OF LATERAL/MANUNLI FOR ALL LATERALS OR MAINLINE ( / , ../ � i �,,,�, ) ,-. ____________1_11- q IMPROVEMENT PLANS (VERIFY LOCATION) LOCATED UNDER SIDEWALKS. COBBLES, STREETS AND I I I . � �____ I � - Is .,.- - /j 11 I b_%11 I r -__1 .-- - _____ 1 3, WALLS UNLESS OTHERWISE NOTED. � 4 It // . lk ,I ­-­_ 11 1 1/4 11 It , ­__ �, �11 -� -, .", .7=1 I- !;� I ,I �* I I/ / / ele ,,,, Aft. � I .1� i .1 I ......1__-__i- �'1'� "'' i�� 11"', 1� - / 1 4,�,'��0 , I'. .1 41 _ 1, �111 L�11 / ) i 2 to /" .I-,- I .:��-,,_­­_- 6;1 t 41 � /2 1/2 to / 1 11/2$1 ",-.1 I � � .. " IVI T ,q --,,, I ",I i J , �1� I /� \ `1� � f;i 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING. VALVES, 'Z \ 0 "I / � �,�,_ � I I , I , - r, , I ,I -. � J, ­ 2or ----_,,, J1,11, I I L 1. � I . ?�' I 1 . . i 11/201 . '- 1 6" il APPROVED WATER IMPROVEMENT PLANS. ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN ( i 2## 11/4" 1'/,' I �_43 -1, I 1� / 2 1/ __ I " lwwaiwww � , . i A� 7 i 11 � I 11 11,77 I � .11 ... / I L, I j TRACT NO. _142b2-- CLARIFICATION ONLY AND SHALL BE INSTALLED IN , , I LL -1 , �7 ,'O�� _,_� . . - ,-, I .I-,' - : -"*" 1� , 25��\, 'i_ I I L I I I / 'I-," ; � 'Z i" -� ` ,, I �,, ;I' 1 I - I I � "'. r 10 �, �__,,,,� /,? "i 11 . 11 _________--- :� I � ��'11�1 ' 'I ?I ' 'i �� \w, ;�,t� ___7_�_­ � I PAGE NO. OF P.O.C. 5 OF 6 PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR �, I I I _11, - I �'�_ _ ,�, Was 1`1 . I ;, 21/211 < / / 'V X. ,, I ,,,,� 1 4 1, 11, .. , 4 �4 : __ __ / , I I 1,le, if I--,' ,­�_. I � ­1.1,� - / I - I . � I . I � I 11,� k 1 N - 1_ /L"'� If SHALL LOCATE ALL VALVES IN INCONSPICUOUS SHRUB � ��, / 4 - , � ,, I I , � ' 11, "�','11 ti 11 , � .1 / 1"/ . . ,, ,,1 ­ ,w ! _ '--", I I zr' i P.O.C. __jZ±_jjz2§__ METER SIZE ___r_ 0 1 // / i'* / " ,� � "_­111�1­111­­­ ­111�t­ , "" . "I , AREAS. I 1 1/2', ,I _! i%I I I I ., . I , �. I . I ! F-8 54 �i I I � . I �., . 1 � I � � I ,- / It., -, / � . " /� / I - . . , ,1 hT DOMESTIC SERVICE (PROVIDED BY OWNER). *11� I I r 11 r�. 11 �;, k �,`\ 14/211 /� ;. - I , I _ z I i �� Ir �, .. I �/'/, / _� I I i 1� I / / / 1 1/2 to � I x, ,. . � � I � -1, .. .11;� , 11 _____ ai ' I - I I � , I � -Ir I i I'_____ /n,�, ��L-"(�,,� `111��, go--,- 4 r /�, i 73 not 4. FOR GENERAL IRRIGATION NOTES SEE SHEET L--U I " i I N " � , I- I "" , 114 "�/ ` **% 1� I STA11C PRESSURE IN 0 R * , �- , , 1 IR 14295 / , 'I I k - Ii ,; 10 � 1. , ,,,,-,,,,,.�""'�-,�,,,.,,�-"""'-"�-"'��,�,.��-."-,e.......-,�,,,.�"n,�"..�,�-�",--��,�,��."-,.".��, ­ i I � : , 'I -91 / le � 11 If 1 1/2"' �, � , , " I 11� /�f I I I ; � � 7 � �� . " ill / I ,,� I i . - I _ , x 21,11, f/10 I J1 - -, � / �� I i,�, L I I f� I i j �,I , � I I il I I 1 1/4#I // � 11 I I, I I � . .1 . I'll, i" I /"� / , /----% 11 t /' I r I ,,I �, I ,; CUCAMONGA COUNTY WATER DISTRICT 5. CONTRACTOR SHALL MINIMIZE OVERSPRAY USING THE M , f w k , I 1-1 i-;L, I ,� INFORMATION FROM: -- �L / - . �, \ , /1 _�� I * //I � � I . r i � , ,;, ; ", I . , � �, I � I � I I 11 I , �, -.11 ,3'�� gj 11� ,..,; I,' FOLLOWING METHODS: . I . . .1, . , ' �,3/1 1 1 1� ,� �� 11 11/' , � I I -111111W `_� / .1: � 11/281— - /F-7 \ 64 11 !�) / t - . . � . . , . I , I , I . � I , 11 ,�� / el", .4� - � ,,,, ,I �", k , 61 / DATE- � � I ' 2" / /I -1 A) CONTRACTOR SHALL USE RAINBIRD PCS SCREENS TO z I I 4 . " � I 1` I ,' I i z I .1 , � 11 11 I � L I , `," f�, I , I �. . .�.. Y4 to /I , 11 " . � I , 11�1'11)1 � I �,�I I '.", '1� H'y' .4'It to 1'�\ /,i` 1� ,1 ___ -- , �� I _11_1 14M / . \ - / � I .1, I . 1 x, � ,,,",-*' 'A I I/ ­ ,��, ,� ,,, _____ ACHIEVE PROPER COVERAGE. REFER TO PCS CHART. :a ,,,, -in i I .. ,,,, .11" ii�,, . , I, � , I t � 1. _� � I I , \ifj �/ ji i . I. 1. . �, ,;,�i / / . � I / . 1 119ft ­ ,�/ `,,4, i, / CALE. . = 31) ­­ I, , f ; . ? i , I I .1-1 '11� 1 74 . / MAXIMUM 1 0" BETWEEN METER AND I 1/1 il/to " 11/411 ' I I � . . � � . , i I . I � 1 /4 to , I ! � L I I "I - J--"--,% . �, � I I/ , I ill I I / ' � ,, �I I i` I 1/1r�,��' 3 Is' �" AND BACKIFLOW PREVENTER. B) IRRIGATION LAYOUT WAS DESIGNED SO THAT IRRIGATION ;j /9 � 11/411 f ­ , * , , . � I., I � 4f if / .. 1/2 to � I 1 1/4" ' ,�, , I � 11�4�1 1, L' � . 4 " I � I'll ,'I, i\ 11 J, !1��r-,�, L 3/ 'L I 'III 1� ? I I 1- .11 // / y k 11/4 ., I I " . � � 11 I � 111'.0 . 1�11 "Il , / I f I /I . HEADS ARE NOT REDUCED MORE THAN 75X OF RADIUS � I �� - /F4 \ I I / - . I It, / �­" 11 I or ( � .. - I i � 97/ 14, 01 1. i I . �11. I � � "L � "­� .'A '% 4" i I 1 0,141!�,­&�,�,, "I " J / // (HUNTER'S ALLOWABLE REDUCTION FACTOR). I I I : - , I � 11 1� 1 ,.,�-1�4 \,, ,,A . 117/ � I I Z7. / "I , ;1 i _. � M" , / � � ', . Il I /, : . I � I � I � � . I�­,��'_ flu�11�;@, . . , ,� .�, �( ./ IL � I � � � �Lj I I � I , ­1� I�Vw ,,Sea 5 ��, I � I 9 � I � . yr�;'�t . . I ,�", / "" I i M I I ­ *11/ i, I ". ,p,­�, 11 ", � ��,',�,, � ", I t /' . � � �, ".-.',,n I � / I '-,I 1, J � � z I I � ." 1:��,,1111­ 1. I ,,'-t, '�,/ I -/ �� 4 - � I I I I I . ,I 11 I _U�' .,,-"i, ­ "OF��L, I ,� 11 E%-2 PULL BOX WWH CONTROLLER VWRES [E] 6. ALL QUICK COUPLERS FOR USE AROUND PICNIC AREA � ! f , , i �, ," i t 7,, Irf', I I , _,,.,-,N �,!',�,I*:!.'�, 43 ... ��, - I / � I -*it' . " If * k '. .%�, I � I """ ." 41 �71,1� - �' I -/ , ." / , i , -;-",11.4 ;, I ,,,, 41 , ,� I _x 21/2 _/ I . I I tt__�._ 3y 11 -' .1 1 I 11 ,,-1 i 1, 5 . I ��i "r,V4 to ;;; 3 �,', / / � _; � -SigridWre 1� �', 1�- - , 11 11 � � �,11 I I * ` � I Iw a TO BE POTABLE WATER. 12-31-0 I I 4 -�,,�� r � , 11 I I'll 10 ,, �, � -1 A— z ,'� . � I � 4 , ""', 11 , �, t "'I"J'C'i . , 0/ � , 11 CONTRACTOR SHALL PROVIDE AN APPROVED PULL N I w * * I �'� * � , I . . I , � 71, , , , �, it " , ep I" � �11 I t �--�� � I �- 1, I . . � � , . � , /�,�4 � I - �,). X �. I � ,61"�,L�'111�1'111'i�"'��,K�'," ",�� %. ,,,,� �, 411 i I , � � I I. /,","� ,e,.�. 7, / 4� Air �V, . . I t4 " 87 ,� I/ . . . . / " 11 1 \ . . . I I w" IF , ­,, BOX AT END OF EACH MAINLINE RUN WITH 3 7. ALL PVC IRRIGATION FITTINGS NEED TO BE SCH 80. - I 1j, " I I I, /" 11 � � 1-� I ? . � � 11 11� I �. I I I I ,"', 4 // , - . � . . I i, 7M 77 9 13." I 'NZ:1 ,/ 1-711,144, , """, i � ­ I � -­�, � / 1 .1"", ' . � 11 , r1111 so - , .. I .1 "', ,� I ��, 1% // 4jF '/1 , / 11" - , / ,!\ I , L'. " / EXTRA CONTROL WIRES AND ONE COMMON WIRE ' 11""" , I'- ,,,\ r / 4= 1 � �� / _­­.­­­........._'­_,_­­­_,__­­__, � [,� 4 /7�` t -I -0, - ,,,, I I 11� I ­ . �I 11­;"" " – �;;,. �-- � / A I I � –I­_" �tl��`,11'11'11�`R,,�`1��,'141 ; , I., I a - . �" , / I I .";7% �`, �1� "I i--------.-"----,---l---.--,-,--,-.---�1-1"----------"-,---1-11----1-1---.---,-,�- 4'r-l",--",----,,-,1--l---",-- ,___1­11_,�11__,___.1,1, - ,", , / 1, E3 02 — , , / W __j . �. , . � 111 ,_ , _ � . I %�,-,�; I'll.. �� - � I .I �. . . I � . 1� - '' - I /ep ( I "I,. I 1-11 � I I 1, I . i 'Z.1"','. , , i I � am LO -_ �, C 1�1 1�, ","t / 1� ; �Al', I IN `�' , &I I � .11 _- �� 1, ',�_ . � . � , . . ,Q'5-`,�4 , 11 i , , I ,;� I I' / 1/' t� � - I I � 1. � �..I I �, I � "L 4_-..1-, 1�,.,;�� ,`�,, �'­' � / �', // L CATION TO FARTHEST POINT IN BOTH CIRADING CHAWGIE CUE TO SITE C0NPlTl0`I`ii*. _; 1 %%* __., //,, ',.?,-,` � 1 .7 1 . ,�-, � I, , , I L 1�1'-,_, �, , �', 4,� \ ��%­­,,,-, ,� , 0'/ ITH (1) ORANGE . WIRE FROM CONTROLLER / "I .'�,, "I , ill 2 *4%% �, I ,'- 2 1/2 to 1 � ''0�'�� " � , A ', , / 11 I I � ­� , �� ,,�,,_�, �,-�i�1511'141""_�� 1� . I � / ", � " I ,,;, - t-, / ..-, to _^1 // ' ',� i DIRECTIONS WITH 36" EXPANSION LOOPS FOR PLANTER WALL AIolO STEPS AE)EW I I ,__11 I I . " tm I A ; 1 4 ,�t� �......"I �, 0-1 , ,_� �r I � I I I ., _." � #4F zr ", 11 �j I � I ­�.��,�. 4- � 01 'I– I , � � I . I . .,,� 411. / 1 2 / I& � . I - N z Y, ftkoma, , -, I I I I � I I I'll , I ��,-: _�-, ,��:Y2"4t/ r / — I ;, / i . 111 -1 �� , FUTURE STATIONS. ___­______._________' I I . . "... , -', i ­-�,,,, , 11 111101,�il­", , -. � , e , X Ili I . � . ­, / / �i' � ,,,- . � % L /1 / � �� 11 I ,� , ��`t ��` J11,111 I, .. I . � . ­'­1� ". I " , * `-41f.4 ­ w ,��-V / tl I � , V "I, . , II, e I � I 1;0'41'��,I �, ': �i � _,� I � %*% �, I � .,"All L, \ 2D � . ' ' / ^ . .1 I � �. !,;7� "L­j, J,. 'i to / / / 91 ,� \ ,I � �- '. - , � , -.I- � . � I / , I #1 ,� 11/211 . I. , � I .,.��,,��,�,� / I 4'1 , � I I . �� 11.1 � ,� , � , 3 1­,..", I'll �� . I Z , : - . Ill ' I I il, �1' 670 --- I ,�� I� � I I -, �;� 3 7" � I ,_ ,-- -, , " ,� -.I�, � , I " I , , _ , ,,,� .;,�.,�. " I'll - Aft -, ­ " '.,_ . 1; �' / �, ,-4toonot, 11 . I ., A. 7___ 11 - / l/4 "'."", ,, , I., /4#1 � 4*14* %.& 1'/2 to 11/211 AL 1 1/4 it I . Z /4 , \ / I If ,�,_ ,/14a,a, z/ 1 1/4#I — ` 2" 11 ", r , ­­­',',`,��.%_,w�_To � I . I %1.11,1�"�" ,_ "., . I � I . , - �­ _� 404r.l_'�__' d, � ,6 I/ / '11K_ �-�-------aaimmw---,--, , �, I., " , ��i;",_1141 wilft,t / ^ " .11.1 ­ _�.'�­�­*' L . "I.--l... ,­ 1�; ,� �� �.I.��'ll"��'I'�.li"-:,:"%�-11�I., "",-7......�'""--�'.',�.�l.r�,�",.."�,� .�4 " I k",��-,,�- � ��,' - , � , 3-'Z=-­-�,,-�p � �, I— 1­1� I OR ',A I X., 1'k' 1. / .�f 11 I I , 1, � �, I... P� - �', .........I., I ,,,,*, ­� , / It ) .,., _ t 1/4#1 . ., _ ._, _ .,_ _ ._ _ _ �fj_"'_ �fj_"'_ / 4�-7--­­.. �!J_"'_ , , , , , 3 to I 11: 2 R i" 1�,''.r"o" , 1, -'.1 .,­ ,�"t"., ,�,,,� ,_­ k"'i0l"'i - .. of '.11" N _o­��3/ - 11 . . �.�,,� "":�V�­ 1 3/ it 11� ,ill / I k", 11 PaGATM)N CONTROLLER � " jo it - -,,t,,,;'.t��,,-,,,L-,��",-�,[,: lt_- _­ .11:­, L: 14 / _.. �-'_"'7­­­". ILI 4 114 4 a 1 3 'IT . ." 1010,e,Rtv I ', I ll, -—--clay I � 3 it /4 to 4�_ 1" I :, , _'g,!,,�­--, I ;g,�,V:�­",, I I �,,,, 'y 0 ig�",`�`:­­­ " b;�- Ill _,7�;� , , i I I-, -11�i'4111�zll;�If.1.11 t��1�12111711 , , /I, %--I %__r %--.I .,t ,�.,�,I " ,z I i toz� \ � I I �.�?'LI'1.4�T_1' *_ I,,��, \ �,., " E-5 15 TY I -9 --,.----.----,.,, -,---------,-,— to , ` ;, ­.1 � ,,,,, 'I-," 11'VZ�zll ­'� , ", I . ,,, I * ____ 'I/#1 -�.q__`,-TMI� .`. ;`�O - � _.� 0`0�111 � I DESCRIPTION OF REVISION DATE 1 14'.-I. L 1 488 -----"---- __ '11111 I CALSENSE CONTROLLER. SEE IRRIGATION LEGEND APPROVED 1, ,__ 1/2 1 "* - I .1 _: 7.11", �,,, -,- I - 1'L�"­"_'i 0 ­' ­ Ay,4_11-- �",."L.41','. 1-1 �� n";'I., - I I � ­­4�-,­,­ 11 F, ­­- i . ,. I ­ 11 I I�, I ��, 3 to I." . ,* "�7n:,", I 11 1--, �,i " ��;�,,-.,l � -I , ", ­­ 4 1 '1___1 " 11,1, ill 1�11 >ot ),'(,�,� 1 3/ 11 11, I, 2i-1 11 ­.�,* rl��,,, / ,;�� I FDR SPECIFICATIONS AND MODEL 'NUMBER. A I 1"N A jll�,_ I "I *1 I ,,� .r, .I %w I � 4000, �_ CONTACT: ERIN HAGEN CELL(760) 580-1835 3 'jr// - - ,� � 1 1/4 ., ____�' 1 4 ,10"", '� - -111% . _67 r`%1T"­' OF R NCH "'N CUCAMe-% k �... . ... I,/, ,�� -, 0'� _.,,�, 4 , ,>, ,`­ ��__ ��� ,_­_,_',­ .�,, . 0 ,�­ .1,111, _11.10­­',�!',�­, �111­�,­­'­ / 2" )' , ,,,/,X \ ,, ,"-- ���1111­11, 11 ", I � - ,1 I 1­� ,,-1- b "' .1-1 " APN 21 U T A U UINJ UA , " " 4Pr e>0 ,,,,, , 1.11 , lmililmorli�L 1,7 e 911 #I I/ ,,,-, ".., 0,0111*1'I" , L. .6.11.i moom NNW= son= Emom If ", . f,'" I �, ' SEE DETAIL-N-, SHEET-L--U. . Ift, I k, I/ it . i _,_� ',-Ill' ill ,�,,, . 3/ .1 /, 1� ,10e � " � IV ' . ,-----" I-- -1 I, "',-," / \ ,_�'11, 0/ 1 01 0 . I - .11� ' - ­­__ .,.,,, 11 \ `��-,_1* 1�% I%, \ � %M : mm ! 0M = : ffm ; mm t Mw "I 1/4 to .,I ­__­_­__ _,___A.U1._.. sloo.-Z � �, —",— _,, I,` , , J! CONTRACTOR SHALL VERIFY ELECTRICAL STUB I 1�k�, ii/#I 11 it C-----,,_-1--, ,_ , / . ill , ­,\, 4000, �""' \ I \ ', 11 11,__ I- 1 ii/to , JI/it ill .,�- i", �� - ej�_ RANCHO SUMMIT PARK I If ,_� _11�77___­ ----.f , 11/11 t, ,�,,­. �1.1 .. ,�­,,, 1_,;4. " - ,�,�I #01 LOCATION AND INSTALL CONDUIT SWEEP THROUGH ';�_\ ,,P��, � � � I , '11� . - __._ % `*.1 I I \ -1____" - , >2RISCAPE ASSESSMEW SYSTEM` SUMMARY . ,* \ -;, �11 a - to il/to it, 'P, I fegpERENCE PAD TO CONTROLLER FROM ADJACENT METER BOX ___­ - I � A- 1 �7, , It , 'O' � ., I I 00 _ /";_­_­_­__­ ­ 1/41, . 21/201 -, "", POWs '. . -, ��,� I 11:",11. BY UTILITY COMPANY. CONTRACTOR IS RESPONSIBLE , 3/1.11 ", �.� __­ ,", 0� -- (SK #/REP. 0) � e�_-, ><-1 �� �', `�, / 2/ 1 I., ___ ____` ­___­­ .",...'� e0,,_";1-_­ * �� 1 21211 �, I 'At I*"4, If\ -, '1�100_­''�,` *** PRIGATION-ftWValue) CLAII*W 1P _11" , ," I 7f," _ �,_- ,� -1-111111-1 ,� , ,� 11� 4 If .1 I .,___ ", ",!-, -1 � , r� 1 1 -,, I TION I , , % � , , ,�", , , ,, I - ' , � V or N.- I�_ " �� ­ , "I",; _­, oe , ION(S). IN ADDI # IRRIGATION PLAN �, , 1%�1-1 `�,; 4 - , f-71 -1 ­ _,�\ L LCW,4AU_&� lRR*ATI0N ,SY6TEML (20) 20 L-10 I ' 1�, '.I " , -- . 1�' ___ ` I "��_­,,.. � �... - �� 011N� LL I, I , - '1� ,I -"',\ ., . I �^ � 1`011� �.��` \ . CONTRACTOR SHALL PROVIDE A GROUNDED WATERPROOF I I 41- i __1 ­�'­ ,'-',,,,r... ,'. I"'N .., ), 3y �, /it � ""I", ".L 00 ff"TC CONTPX&WM (20) . 20 L-10 11 6 2 , ­�, - HOhM/DEjWMB ".", li���lll!!!iii���iii,,,,!,!,!!!! iii < 'flo'll , —, I i � I *­� — ­," _- I -11 I,,,/ " I _7_ TE * �, C_-) to "S ill \ ­1� ­­­��...I V� 00 Z,-A", . OUTLET WITHIN STRONG BOX. , 411 4 r , 0�c ­_�, ­ -, , 2 _ ­� , an ,,,-_�,_,_ 11 0000* I .1 — —. Al000' I It '__ I , - / 1, ­­— ii i 1/it I ; .i -.1 ­�_._ _­,", � W , 1 11/411 1 .000 . I I ".", "-,�V.".,.,",�L"�',,-4���y,�,�,'�',�', , 4 1 so � "I 0 _ �' k � ,�__v 1619L, , I -A No __ P"' ill ,,, 3. M*NW TO MTEIR FVLANTS 15Y MTERINIG NEWIS. (10) 10 L-10 / '� �+ Z�/ 1( 4, ,,, � 111- __ I ��, ,�,nsa,�;�,,sl,­- --- v -- --1111---........,_,,,,.,_.­,­­­ � ,,,,,- - I , I .­­ � --,--- Approved By : - - , -, ___.__._._1_._ - Y'll-I - � ..._­­ , 10 , ', CONTRACTOR SHALL COORDINATE nN& CONTROLLER(S) DATE. -'-*' ,\ � �nnal!7!01�1-_�.'- --F-- i I � � -.--,,- � � '% ____`­i­�­jlv, ­ I ,I I _'. - ",-1 _1, - ­��,,�,_ I -_ � �:"�' ,�, .w",- L", ,&,,,, 1. I ......�, , 4, SOL MOISTIM SEMORS, WO 0 i I � D-==81,, 9 I— __ -,,t,,-, ___, -11 - I I i ,: asa�* � - — -_ lw* I "" I �­�v;"r,,�� ,,,,-:",.,^- .1... i I sw_�wss4niall-' .__ 0[� " I ffiff@j�, I I , i .- NO. f ,_' ­,�_ lill�Iiiii� W,�,-,/�L�,,��t��-��,,v�,�;,-��,�,�, �wr_" �L kl.�____, - Z,: . V, _77_,______,__ � *� . .1 � 6 I". .__-1--_-__.,___ , � , I,���.j Z�_,� " , , - .__1_1__-__-____--------I-- 11-1-1-...... ., " , ___1-------­.­.__­_­­......-_­.­-.-­.­­-­- __ Ar -rr-A _�­` � L � ......... . "', -1.11, I ."'.. ,� LOCATION IN ADVANCE WITH THE CITY OF CITY ENGINEER RCE _ , N No",'-', ko�r ..­�17-,-,,­--,�­ �,,;,,,,,,4� �­­_­` --1 - L24j_Q�_ -1.-1 107", 0, -, � . � 11 ;�i,t � �, _­­ - J1, ," �11_, Split F"IN SENSORS. (5) 5 L-10 RANCHO CUCAMONGA TO VERIFY RECEPTION. I , , ,� " . 9T...... MEMO= osss&4" j� O&OWRO-P ,c;_"h ,-,L- ;, ,;; � -, - 1% �assnan DESIGNED BY. V RECOMMENDED: . . -v � � 171,�_, _,I "r " � /"-4 ," Ab ",7 � " ,j k .1 11 1 � — ,bMMw9d_1_A=ML_________ — I 4jL=I.., Man IIIIII.M.111111IF 1.11111111-411100-we'" , ,12 I " 4 67 . V 1,77"'!1ass, an,,, . . , AIL . �­Ososua, i -- - , � - -- - I . / ---Tjv-----Pr-lw— 0000 ""'t"\,�r 6. WND SENSORS, ON 0 L-10 L_ _____j DAW,-0Y_06L06_ I /I .�'L I- � '� Masan m� %w ,,,.,�",, a so - \ 21j � "������ ,* " C-'� � � / ,"', `�:�" ftwftft ell-, .' , I ,,,, ,�o � 2 1/2"",�', L al I e5w I- I I . _r � .... anes. wow '­ , - , , A , .1 � Ems= ! I,.' 7. SENSITIVE TO &OPE FA=ORS,, (5) r. L-10 ­­__ — - - I � iii " ---------am- , i - ___ �111,1 I - GM6---`­`---"--'RNNL- I I q I -, i�,� ,�, 1(%,/1' " — -ctro I iza-"Af 0" .W- < --a- `_,'_�,, � , - - .:---­�­� �2 2,­L-6_-,­,� `� I",�, I / DRAWN BY. - ______ � 150 Paularino Ave., SHEET � , � 11�1 2 ..� , 0, RSC-LAII*W OR RECYWEP WATM (5) 0 — - - �� � ..� �f NOTE TO CONTRACTOR '147, �, ""�"�"'�.[-"�""'�"�"",L,_, f­____,� J___1% ATAWCI%V — W-M-0-0-w-RI-1- Suite 160, �Y_� __, I I , ,,I,. I I I----1% — — L-10 (.'w 31 S �­��,­ __ f '. f /---IN /E-10\ Be a TOTAI.POINTS "P*W: 63 A MINIMUM OF . _________, _,_­��,_ , ________ f----,% '-- -'SC - - . 49 F-I \ E-9 - Costa Mesa, I fe F4�-\,__ , I 31_0�_,,, W '--'LACE! / F-2 \ . - _43-- CHECKED BY. DRAWING NO. _, /,- ""' "r� � -i ,h/ i_ 1 54 . 15 FEET AWAY FROM ANY MAINUNE. 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CONTRACTOR SHALLY THE CITYARCHITECT CONDITIONSSITE { INSTALLATION PER P SPECIFICATIONS. CONTRACTOR SHALL I L ND RE—INSTALLING IRRIGA11ON EQUIPMENT, AND REPLANTING WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. 4" OF COMPACTED WOOD CHIP MULCH. CONTRACTOR2. L FOLLOW THE DETAILSIFIL OF ROOTBALL 70 EXTEND 2» HARDSCAPING ( . I I REQUIREMENTS, I FILL FINISH CUR , sI C.)NATIVE FINISHG E WITH NO ROCKS UI GREATERr 3• YIN " PLACE TO FORM . SHALL CONTRACTOR FAMILIARIZE I L / L L e~A NG N. UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY a ' THE CITY, I UNDERGROUND FACILITIES. ROOT BALL ilI I 1 0 MUM OF'ME Bmi . L L ICONJUNCTION T) E WITH THE I SPRINKLER c EDGE COMPACTED SOIL COMPLETED, INAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING NATIVE AREAS HAVE BEE PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CI UNDISTURBED NATIVE SOIL 5. ALL PLANT MATERIALS LL BE APPROVED FOR QUANTITY BY THE CITY . ARCHITECTAND LANDSCAPE I INSTALLATION. I 1. PRIOR TO PURCHASE/PLACEMENTF THE MULCH, THE CONTRACTOR SHALL OF L I V ,!NOTES: AT SUBMIT A T INSPECTOR FORAPPROVAL ! I . 2. INTO ULC UNDER AT U OSHRUBS DIRECTED ON s D LEND MOISTENREPRESENTATIVE OF THE VER AREAS. 3. MULCH INSTALIA11ON TO ASSIST IN COMPACTION. CONTRACTOR6. IS I L ALL REPAIRS AND/OR REPLACEMENT 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OFA WOODY PLW. BEYONDOF ANY DAMAGED LANDSCAPE AREAS LIMIT , THAT IS A DIRECTL NAND/OR HIS . REPLACEMENT ITEMS SHALL DUPLICATEII L WORK OR PLANTS, UNLESS APPROVED BY THE I . PURPOSES7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ES11MATE ONLY. FINAL QUANTITIES FOR PLANT MATERIALSINSTALLED LL BE GOVERNED Y THE INDICATED ClREQUIRED. CONTRACTOR COWANER PLAN71NG SHALL ! FILLER LIST IN BID. PLANT FILLER TO BE SPOTTEDSITE LANDSCAPE ARCHITECTCITY. ON SLOPE ANY UNUSED PORTION OF THE FILLER LIST SHALL BE CREDITED OWNER. LOOP HOSES TRUN' U J , TER . DIAM AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT CITY STANDARDS AND DETAILSkli r PLAN 9. CLEAN—UP SHALLT IY BASIS UNLESS APPROVED BY THE CITY. NEW RUBBER HOSE OVER WREr AT POINT OF CONNECTION. 10. THE FOLLOWINGI T LL BE FOR BIDL . vSTEEL. CABLE SPACED r Y • EQUALLYFINAL IL SHALL D WA N. 0 AROUND• DIA. 3- CLAW 200 WHITE PVC PIPE IL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). L » CHIP TOP D D • . FINISH G REQUIREDI � I IL AT THE REQUIREDFIN E a" OR EQUAL. IN PER 1, SQ.FT. TURNBUCKLE ., TURFAREAS. r TIGHTLY COP 3" BERM 'TURF 'TO FORM WATMING WIN FO 4 NITROGENILIZED SAWDUST RESIDENTIAL D GROUND 120 LBS GYPSUM CO IN.r,T LATIO 4" WOOD CHIP 125 LBS GRO—POWER PLUS ULCH, IN PLANTER. ROOT BALL 11. LANDSCAPE AREAS SHALLIVE 4" OF CITRUS WOOD CHIPPITTIMES E TREES AND SHRUBS, AND BLEND OF EWBALL I T to ON PURSUANT TO CITY TIL . GRADING ACCOMMODATEOPERATIONS SHALL ULCH. CONTRACTOR SHALL SUBMITI L PRIOR TO PURCHASE AND NATIVE BACKFILL WITH NO NATIVE BACKFILLROCKSL . L I IL3• DIAMETER. ZDU CK ILL EARTH ANCHO -DTSUND Im EQU}TOT EARTHWORKS PLANT PIT TO BE 2 13510 I TI OF T r LI I 1. UNTANGLE MATTED ROOTS 13Y c TING AT UNDISTURBED SOIL PHONE: BALL 909-538-3321 NOTES: 1. INSTALL GUYS HAND TAUT TO PREVENT DEFORMATION OF LIMBS. CLAMPED2. VARE SHALL BE CRIMPED . P VIEW COW)UNER PLANTING ME GUYING . crwomms GENERAL PLAN71NG NOTES D W BOX OR LARGER k PIPESN , . N ONE HALF OF SPACING W E REQUIREMENT W Ems. n , E LIMIT OF PLANTER AREA Nasc,� IS S (\ No. 24953TW ME TO BE RAM AS LOW �a w AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD TOP THE TR TO B BE RACED AIM FOR WIND FLE)(ING OF IL AS LOW AS POSSIBLE ONE WIND BUT NOT SD I=AS To TOF OP OF 7HE STAKES OEM HEAD OR ALLOW E HEAD 70 DROP.E N LOSE SUPPORT OR ALE.OW HABIT PERMITS ` 2 OF d TIES AL F TRUNKTHE WAD TO DROP. TREE 2 ' ATTACH2'DL46 LODGE RXE PINE STAKE , > VLODGE 3• WITH WOOD 2 . 71 A MOL 6rAINTO UNDIS7URB STAIN. f2" MU WITH GALVANIZED 4 .ATT SOLTO • Dtk LODGE POLE PINE STAKES TO B® LODGE POLES. TOP OF ROOTBALL 70 TIVE STAIN e U Ir 2• TI D EXTEND I . OF L 6*WITH WOOD Aj UN—, FROM ROOTBAU-TOP OF CLEAN DISTURBED SOIND POSMON APPROVED TREE MATE OUT TO BE FLUSH WITH FIN. GRADE. ORIGINAL GRADE STAKES OUTSIDE ROOTBALL Y COMPACTED SH CRADE 2• A TO HARDSIAPE WALK N. LOCATED. DESCRIPTION OFREVISION DATE APPI?v TOP OF RwmuLro D 2• ED ABOVE FINISH GRADE NATIVE NO ROCKS GREAM 3. !' PLANT PIT M BE 2 lRANCHO SUMMIT PARK 1 ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 71MES THE WIDTH 6•DIA. PERFORKIM SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED THE ROOT BAU_ PER TREE BUBBLER `. E LEGEND PCIREQUIREMENTS. PLANTING DETAILS & P!MP (� To . WHERE PLANTEDADJACENT T ALL , WALKS, CURBS OR NATIVE BAC*%L WITH NO SIMILAR LIMITATIONS, ALL SHRUBS AND GROUNDCOVE PLOW PffTO THE F4=GMW THAN 3• L T T NE— TH iSPACINGUNDISTURBED OF TME SUCH LIMITS. SEE LEGEND FOR SPACINGREQUIREMENTS. NOTES: NATIVE L UNDISTURBED 3. SPACINGREQUIREMENTS H THE FINAL QUANTITIESN . . OF 1.REMOVE NURSM SrAKESP L PLANT INDICATED ' W PARALLEL STTO2.STAKES 4. REQUIRES SPECIAI. IS D. L TI ONLY. a. R D PARALLEL. _ PERPENDICULAR 3. STAKE TREE ND. REI TODESIGNED BY. RECOMMENDED. 4.DETNL TREES LOCATED I T NG G Be DRAWN BY: 150 Paularino Ave., SHEET ATAWJD Sim Suite 160, L-1 4 OF -ED SHRUB AND GROUNDCOVER DOUBLE STAKED TREE- CHECKED BY. St Mesa, DRAWING NO. DOUBLE 87AKED TREE IN GRAT caymm FAssacl a t a s California626 SPACING 2W BOX OR SMALLER DO/ArAC 17,c1n p AArchltectute (T1a}asa-saaa (714)434-9109FAx CITY OF RANCHO CUCAMONGA IRRIGATION II Controller Charts: C. PVC Non-Pressure Lateral Line Piping: N. SprinklerHeads: SPRINKLER IRRIGATION i I 1• As-builts drawingsAs-built shall be approved by the City of Rancho Cucamonga before controller charts 1• Non-pressure buri lateral line pipingshall be PVC Schedule 40 with solvent-weld joints 1. All sprinkler heads shall be oft ' same size, type, anddeliver the samerate f precipitation PART 1 - GENERAL are prepared. when installed in planting areas. with the diameter (or radius) of throw, ressure, and discharge as shownn the Drawings / 1.01 I ' Provideone controller chart for each controller sequence. . Non- r s ure lat ral lin i in installed under paved areas shall be PVC chedule it or ecifi in these special rovi {ons. A. Scope of : Provide all labor, materials, transportation, and services necessary to 3. The chart shall show the area controlled by the automatic controller and shall be the maximumsolvent welded joints. 2. Spray heads shall have crew adjustment. furnish Install irrigation System as shown on the Drawings andscribed herein. size hich the controller door will allow. . i e ll made from approved, Type 1, Grade 11 PVC compound conformingto Riser units shall a fabricated i accordance it thetil hon n h drawings. resin specification1 All pipe ust set requirements set forth in Federal Specification . B. Standards: All work and materials shall comply with governingcodes, safety orders, . The chart is to be o reduced drawing of the actual install system, However, in the vent t PS-22_7 ith n ropria standard dimension ratio 4. Riser nipples far all sprinkler heads shall the same siz as t tis r peninin the standards, regulations, and meet the minimum requirements of the Standard controller sequence is not legible when the drawing is reduced, it shall enlr a to a sizethat sprinkler body. Specifications ( }or Public arks Construction Green Book) latest edition. ill a readable when reduced. 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01B), all requirements for non-pressure lateral line pi and fittings shall be the some as for solvent-weld pressure . All sprinkler heads of the e e shall the same manufacturer. ° 02 QUALITY ASSURANCE & REQUIREMENTS . The chart shall b black line or blueline ozalid rin n a different color shall a used t main line i and fittingsas set forth in section 2.01B of the Specifications. Sleeving: A. Permits : The Contractor shall obtain and q for any and all . indicate the area of coverage for each station:permits and DP Brass Pipe and Fittings: 1 Sleeving under ardsca or v areas for mainline, lateral lines or control wirin shall e all observationsrequired. n completed and approved, the chart shall b hermeticallysealed between o pieces o ' 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal Schedule 40 P.V.C. or approved equal. B. plastic, each piece bein a minimum 0 {I Specification -P-351. anufacturer' it ctions: Man f cturr's directions n t lied dra in s s II the manufacturers o articles u in this Contract furnish 7. These charts shall be completed and approved prior to thefinal field observation of the Vandal Resistant ControllerEnclosure- be nclo ure: be followed in all her . Fittings shall b red brass conforming to Federal Specification -P- 60P • ° irrigation system. 1. Controller enclosure shall a of sizean t shown on the Irrigation Drawings and Irrigation directions covering points not shown int Drawings n Specifications. , • . Copper Pipe and Fittings: Detail sheet. C. Ordinances nRegulations: All local, municipal n stat laws, an rules Operation and Maintenance Manuals: ythis , , • 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to 1 Pipe: e K hard tempered. 2 A backboardshall a securedto the controller enclosurehousing to provide a base for regulations governing r relating t n portion f ark are, hereby incorporated into • P • P • . mounting the automatic sprinkler controller and terminal strip. an made part oftSpecifications, an their provisions shall b cam out the completion of construction, two hard-cover, three ringbinders containing the following information: 2. Fittings: wrought copper, solder joint type. p` Contractor. Anythingcontained int se ecifi tions ll not construe to conflict with an f t above rules, regulations, r requirementsof the some. However, when a. Index sheet which states Contractor's name, address, and telephone number, and which 3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 1675 zinc, 24 . 117 volt duplex box shall providedwith On/Off switch, 117 volt receptacle. y these Specifications and Drawings call for or describe materials, r nshi , or lists each installed equipment and material item including names and addresses of manufactures solidus at 1125® F, and liquidus at 1145' F. tel conduit shall run from the 117 volt supply to the controller housing. All power within the construction of a better quality, higher standard, or larger size than is required the local representatives• installed under this Contract. housing shall be properly ad. above rulesregulations, tprovisionsoft Specifications an Drawings hall b. Catalog and parts sheets n every material and equipment item F. GateValves: take precedence. ca Guarantee� statement. 1. Ball Valves (1%" and smaller) terminal strip shall e provided, clearly indicating h proper points o connection of Ii • Complete operating and maintenance instructions n all major quipment, appropriate wiring (station valves, aster valve, common, central control). Explanation of Drawings: a. Ball valves shall be a 125 lb bronze valve with threaded ends and shall equipped D. • s a . • • e 9 • a • 2. In addition to the above mentioned maintenance manuals, the City maintenance personnel with a stainless steel handle. t the Scale f tDrawings, i { tpossiblet indicate 1{ offsets, fitting, . • • Miscellaneous Irrigation Equipment: 1. which required. Contractor s II c ref II investigate the with instructions for major equipment and show evidence in titin to the City of Rancho Cucamonga b• Ball valves shall b Nrbca T- 5 5-70- 6 or approved equal. sleeves, ., w a at the conclusion of the project that this service has been rendered. c. All Ball valves shall be installed per detail. 4 cadmium, 1♦ Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment.' structural and finished conditions fectin all of his work and plan his work accordingly, furnished fittings, etc., as may be required o meet such conditions. Drawings are E. Equipment to be Furnished: 2. Resilient Wedge Gate Valve ( " and larger) • 2. All miscellaneous irrigationequipment shall be s specified r approved wain generally Indicative f the work to a installed° work shall 1. Supply as o part of this contract the followingtools: a° Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut• installed { u to avoid conflicts between t irrigation system, planting b. Resilient Wedge Gate valves shall b No. 403 - as supplied by Watts or approved equal. narchitectural features. o• Two (2} sets of special tools required for removing, disassembling and adjusting each t of c. All Resilient Wedge Gate valves shall installed per detail.2. PART - t Drawings n or stalls such furnished and installed sprinkler and valve supplied on this project. All called for y b. Two (2) four--foot valve keysfor operation of ate valves whether i notspecificallynoon in specifications. G. Quick Coupling Valves: • 1 ICONDITIONS c. Two (2} keys for each automatic controller. 3. The Contractor Il not willfully install the irrigation tem a shown on the Drawings ( } q P y y ( } ` coupling P t pi y •g • P . All scaleddimensions are approximate. The Contractors 11 check n verify all size 9 d. One 1 nick coupler key and matching hose swivel for ever five 5 or fraction thereof of 1. Quick valves shall have a brass, two-piece bad designed d for working pressure of 1 P. .la when it i obvious in t field that obstructions, gr differences, r discrepancies in area each type of quick coupling valve installed. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding dimensions exist that i not v been considered in engineering. Such obstructions or , P • ♦ shown on the Drawings. with work under this Section. iff r res I brought to attention of the City of rho Cucamon • In the . The above mentioned equipment hall turned over t the City at the conclusion of the project. Before event t is o i i t{ n i of performed,a the Contractor shall full responsibility far final observation can occur, evidence that theCity has received material must shown to theCity of H. Backflow Prevention Units: B. Exercise extreme care in excavatingand orlon near existing utilities. T Contractor Rancho Cucamonga. 1 Backflow prevention unit shall be of size and type indicated on the Irrigation drawings. Install shall responsible for damages o utilities which arecaused his operations r neglect. n revision cess 1.04 PRODUCT LIY, STORAGE Li backflow prevention units• • acow P in accordance with the Drawings. g g ° Check existing utilities drawings for existing utility locations. 1.03 SUBMITTALS A. Handling of PVC pipe and fittings: . • , 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with s monel C. Coordinate installation f sprinkler materials including pipe, so there shall n t rr i list: Th Contractor i cautioned to exercise car in handling, loading, unloading, A. and storin VC pipe and fittings. All PVC pie shall a transported rn a vehicle which allows •the length of•pipe screen and shall be similar to Bailey 100B or approved equal. interference with utilities r other construction or difficulty in plantingtrees, shrubs, 1. T Contractor all furnishtarticles, i � t, materials, or processes specified y to lie flat so not to subject it to under bending or concentrated external load at any point. n section and ground savers, name in the Drawings an Specifications. substitution will be allowed without prior written of i e that has been dented or damaged will b discarded, and if installed, shall be replaced with new piping. . All pressure main line piping between the point of connection and the backflow prventr shall b approval y the City of Rancho u installed a required by local code. The Contractor shall verify with the local governing body a to D The Contractor shall carefully check all roes to satisfyhimselft t may fly ' 1. material type and installation procedures prior to start of construction. Submit shop dra ing for approval. D. o lets material list shall a submitted prior t performing any. work. Material list hall ° substitute an equipment or materials for the equipment or materials listed on the proceed fore starting work on the irrigation system. 2• C A. if the Contractor wishes to ub y include the manufacturer, model number, description all materials and equipment t b • . . • • • 1. Check Valves. Although manufacturer..and ether -information may iff rent, the following is a i Drawings and Specifications, he may da so by providing the following information to the Cr f Rancho Cucamonga a � used. forapproval: 1. Swing check valves 2" andsmaller shall be 200 pound W.O.G. bronze construction with replaceable to proper submittal format: • • • composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW-V--51D. Class , A. Physical layout: 1, Provide statement indicating the reason for making the substitution. Use a separate sheet of paper far Type iV. P P ' y It tri ti anufacturer Model . each its t b submitted. • • • • 1. Prior o installation, the Contractor shall iz s out all pressure supply lines, rutin n 1 1 r v t r Fco 825-Y- • Provide descriptive catalog literature, performance charts an flow charts far each its to be substituted. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet a outlet. location of sprinkler heads. Automatic ala ns T1-2 -D Provide the mount o cost savings if the substituted item is approved. Interna{ parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against ' Master Valve Superior 1 0 CV e Cit of Rancho Cucamonga shall have the sole responsibility n accepting or rejecting any submittal item raout from to 0 feet of head. Anti-drain valve shall be similar to the Valcon "ADV" ora proved {l layout shall approved y the City Rancho Cucamonga Etc. Etc. y tc` as an approved equal to the equipment and materials listed on the Drawings and Spc{fication , equal• prior to installation. Irrigation submittal must be specific n complete. All items musk by listed and should include solvent primer, wire, connectors, valve, ax s, etc. les of manufacturer's literature 1, U J. Control firing: P t B. star Supply. . etian. A• The guarantee for the irrigation system shall be made in accordance with the attached form. The General 1. Except as noted otherwise, connections between the automatic controllers and the electric control (catalog cuts} are required a submittal I inf r Conditions and Supplementary Conditions of these Specifications shall be filed with the City prior to acceptance valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Control wiring installed in control 1. The irrigation system shall be connected to water supply in (s) of connection s indicated • Equipment or materials installed or furnished without prior ♦approval of the City of Rancho of the irrigation system. wire conduit within structure shall be made with AWG-TW solid copper wire. Pilot wires shall be a different on the Drawings. Cucamonga a be rejected and the Contractor may be required to remove such materials B. A copy o the Guarantee form shall be included in the operations and maintenance manual. color wire for each automatic controller. Common wires shall be white with a different color stripefor from t it r n expense• each automatic controller. Install in accordance with valve manufacturer's specifications an it chart. Connections shall be a t approximate location(s)t{on( } hon nDrawings. T i I rn five or substitute indicates only that the product or products , • e guarantee form shall b re-typed onto the Contractor's letterhead and shall contain the following {n no case shall wire size be less than 14• ' Contractor is responsible far minor chap cause y actual it conditions. 4. Approval o n it Information: apparently meet the requirements f the Drawings an Specifications n the is of the GUARANTEE FOR IRRIGATION SYSTEM 2. Wiring shall occupy the°same trench and shall be installed along the same route as pressuresupply or Ca Electrical Supply: rnformatron or samples submitted. lateral lines wherever possible. Manufacturer's warranties shall not relieve t Contractor of his liability under thee her guarantee that the irrigation system a have furnished and installed is free from defects in 1. Electrical connections for a an all automatic controllers ll toelectrical ' materials n workmanship, and the work has been completed in accordance with the Drawings and Specifications, . Where more than one (1) wire r placed in a trench, the wiring shall b taped together t intervals o arantee. Such warranties shall only supple t the guarantee. ordinary wear and tear, unusual abuse, or neglect excepted. a agree to repair or replace any defects in fifteen (15} feet. point(s), of connection as indicated on theDrawings. DRAWINGS: material or workmanship which may develop during the period of one year from date of acceptance and also to 4. An expansion curl shall provided within three 3 feet of each wire connection. Expansion curl shall B. RECORD repair or replaceany damage resulting from the repairing or replacing of such defects at no additional costs Pm , P ( } , . Connections shall .e a t approximate location( ) n n ! Drawings. The Contractor Ii r i n keep up-to-date complete record set blueline to the City. We shall make such repairs ar replacements within a reasonable time, as determined by the City be of sufficient length at each splice connection at each electric control valve, o that in cos f repair, Contractor is responsible for minor chap caul actual, site conditions. 1• ' the valve bonnet may b brought to the surface without disconnecting the control wires. Control it shall all prints hic shall 'corrected daily, showing every c from the original after receipt of written notice In the event of our failure to make such repairs or replacements within Drawingsn ecific ti x t installed locations, i , and kinds of uipment. reasonable time after receipt of written notice from the City, a authorize the City to proceed to have said be laid loosely {n trench without stress or stretching wire conductors. Prints for this purpose may be obtainedfrom the City of Rancho Cucamonga at cost. repairs or replacements made at our expense and we will pay the casts and charges therefore upon demand. 5. All splices shall be made with cutch-Lok #3576 Connector Sealing Packs, This set of drawings shall be kept on the siteand shall be used only s a record set. Rainbird Snap-Tile wire connectors., or approved equal. a e Contractor shall mak neat legible notations on the record drawing progress PROJECT: PARK 'B', RANCHO SUMMIT - ACT 14759 Make only one splice with each connector sealing pack. LOCATION: CORN OF PARKVIEW AN SOL DAD AY sheets daily s the work proceeds, showing t r as actually installed. For example, 6. Field splices between the automatic controller and electric control valves ill notbe shoulda pies of equipment a installed `r location that does not match t {an, the SIGNED: allowed without prior approval of the City f Rancho Cucamonga. Contractor must indicate that equipment n relocated in a graphic manner so as ADDRESSED: to matchri ginal symbols as indicated in the Irrigation legend.• The relocated equipment PHONE: DATE OF ACCEPTANCE: K. n be transferred to the original r drawing plan at the proper time. K. Automatic Controller: n r r s ill. 3. afar the dot oft final servation, the Contractor shall transfer all information PART 2 - 1. Automatic controller(s) shall be o size and type shown an the Drawings. • , • 2.01 from the "record drawing" prints t sepia yl r or similar r material. Arrangements I . Final location of automatic controller(s) shall be approved by the City of Rancho Cucamonga. , shall be made through the city for obtaininq said sepia y! r or similar mylar material. A Hera!' Use only new materials of brands and types noted on drawings, specified herein, r All work shall be in waterproof India i plied to the ylar technical pen made ` ` the 120 volt electrical ower to each automatic 3. Unless otherwise noted on the Drawings, p , °' �� ® � for use n ylar material. manufactured by approved equals. controller location is to be furnished b others. The final electrical hook-up shall b t l"� . :� expressly Such be similar to w4�A Rapidographo Kueffel & Esser, or Faber Castell. The dimensions shall be made as to be B. PVC Pressure Main Line Pipe and Fittings: responsibility of the Contractor. IA '>:'ate � � y a easilyreadable even on the final controller chart ( ctian C), Th oris 1 r 1. Pressure main line piping for sizes 2" and larger shall e PVC Class 315 with PVC solvent-weld • a record I ll a submitted to the City Rancho Cucamongafor approval prior Schedule 0 fittings. L• Electric Control Valves• to the completion of the controller ch r . �qr ` 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !, PVC compound conforming 1. A11 electric control valves shall be the same size and type shown on the Drawings. _ w F AL%f • The Contractor shall dimension from two (2) permanent points of reference, such as to ASTM resin specification 1784. All pipe must meet requirements as set forth in Federal . All electric control valves shall have a manual flow adjustment the lac tin t following item S. Specification PS-22-70, with an appropriate standard dimension ( .D.R.) (Solvent-weld Pipe), a bulli corners, sidewalk s, r intersections, etc., • xi tin water li • . Pressure main line piping for sizes 1-1/ " and smaller shall a PVC Schedule 40 with solvent . Provide and install one control valve box for each electric control valve. • Connection t b. Connection to existingelectrical power. welded joints, M. Control Valve axes: c, Gate valves, 4. Schedule 40 pipe shall be made from NSF approved T 1, Grade 1 PVC compound conforming • Routing ofsprinkler pressurelines (dimension x. 100' alongrouting). to ASTM resin specification D1785. All pipe must meet requirements as set forth in Federal 1• Use 10" x 10-3/ " round box for all gate valves. Carson Industries 910-�12 with u I r trot valves. P P P q green bolt-down cover or approved equal. Extension sleeve shall b PVC with minimum ITY • Specification PS-21-70. ' i wiringan locations o iI split boxes. P size of six (6} inches, DESCRIPTION OF REVISION DATE APPROVED f Routing of control°P i coupling valves. , PVC solvent-weld fittings shall be Schedule 0, 11-1 NSF approved conforming to AS test do�U oP� A 1, A ,01% k I t-hk r future n cti n procedure 266a 2a Use -1/2" x 16" x 11" rectangular box for all electric control valves. Carson CON I T%Tt F R Ak 1 `%H eN UINU A h. Stub-outs fIndustries # 1419-12B with green bolt-down cover or approved equal. {. r related M t it c y t City f ancho Cuc n • 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and installation methods prescribed by the manufacturer. . Use diameter x -3/ " deep round plastic valve box for all quick coupling valves, 5. On r f t t t final field observations Contractor ll .deliver Carson Industries # 608-12with green flex-lock cover or approved equal• RANCHO SUMMIT PARK the corrected n completed sep{ o the City of Rancho Cucamonga. 7. All PVC pipe must bear the following markings: 4e Use 9-1/2" x 16" x 11" rectangular box for all electric control valves installed within Delivery the se las will not relieve the Contractor of the responsibility a. Manufacturer's name on-grade landscaped areas. Carson Industries # 1419-12B with green bolt-down cover IRRIGATION S"FECIFICATIONS f furnishing required Information that may be omitted from the prints. b. Nominal pipe size Schedule or class or approved equal. c. d. Pressure rating in P.S.I. 5. Use 10" x 10-1/4" round box for all quick coupling valves Installed within on-structure e. NSF (National Sanitation Foundation) approval landscaped areas. Carson Industries Na. 910-12B with green bolt-down cover or approved equal. f• Date of extrusion ApprovedCITY ENGINEER RCE NO. 24953r 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, DESIGNED BY: RECOMMENDED: applicable I.P.S. schedule and NSF seal of approval. DRAWN BY: 150 Paularino Ave., SHEET Suite 160, of 31 CHECKED BY: Costa Mesa, DRAWING NO. Associates California 92626 DWATAV Landscape Archftaciura 1A1 VALVE'S A-6t B-1,C-6,D-4 WATER METER# STA. 17+7.34 SIZE 4" ELEVATION ' CITY OF RANCHO CUCAMONGASTATIC PRESSURE HIGH 731490 psiLOW 73 psi IRRIGATION IFI SOURCE OF INFORMATION RUSSEL SILVA continue.... PHONE NUMBER (222LIA3-7448 DATE OF INFORMATION JULY 8. 2005 3.03 INSTALLA11ON 3.05 EXISTING TREES H.G.L.MEAN ELEVATION 1658' (LOWER) (REQUIRED IF STATIC A. Trenching: • her it isnecessary Saar excavate adjacent t existing trees, t Contractor shall use all possible WATER METER ELEVATION 1490RS PRESSURE UNKNOWN) 1• i trenchesstraight n support I continuouslyIto o trench. y •p care to avoid injury-to trees and tree roots. Excavation in r s where two ( ) Inch and larger 16 ' X .433 73 Psi to an even grade. Trenchingexcavation shall follow layout I scatnthr in an t ° roots occur shall® don ° : be hand. II roots t ( ) inch n larger indiameter, except direct{ SIZE 4" as in the t of t r con utt hall tunnel r n shall heavily rap it burlapt Provide2. for minimum oftwenty-four } inch cover for all irri tin lines inst ll C v nt carr) r excessive tying, her ditching machine is run close to tr es havin Cots REMOTE CONTROL VALVE A-6 REMOTE CONTROL VALVE -1 REMOTE CONTROL VALVE# C- REMOTE CONTROL VALVE -4 under paving or hardscaping. smaller than two ( ) inches in diameter, the wall of the trench adjacent to the tree shall be hand MAXIMUM DEMAND FOR METER'A' 252 G.P.M. MAXIMUM DEMAND FOR METER'A' 252 G.P.M. MAXIMUM DEMAND FOR METER'A' 252 G,P. , MAXIMUM DEMAND FOR METER'A' 252 G.p.M. 3. Provide for a minimumtwenty-four (24) inches cover for all pressure supplylines of trimmed, making clean cuts through. Rootsone (1) inch and larger in diameter shall be painted with ELEVATION OF HIGHEST HEAD 1491' ELEVATION OF HIGHEST HEAD 1492' ELEVATION OF HIGHEST HEAD 1500' ELEVATION OF HIGHEST HEAD 1505' Trenches adjacent to tree should e closed within twenty-four three inches r larger i diameter. t Goat of Tree 1, or equal. �j (24) hours; and where this is not possible, the side of the trench ad jacent to the tree hall be QTY. SIZE ITEM P.S.I.LOSS QTY. SIZE ITEM P.S.I.LOSS QTY. SIZE ITEM P.S.I.LOSS QTY. SIZE ITEM P.S.I.LOSS 4. Provide for a minimumf eighteen (1 8) inches cover for all pressure supply lines of two kept shaded with burlap or canvas. n on half (2%")") inches r smaller 4" WATER METER 5 si WATER METER 5 psi " WATER METER 5 si " WATER METER 5 psi 4" R.P.BACKFLOW DEVICE 12 psi 4" R.P.BACKFLOW DEVICE 12 psi 4" R.P.BACKFLOW DEVICE 12 psi 4" R.P.BACKFLOW DEVICE 1 psi • Provide for a minimumf twelve (1 2) inches for all non-pressure lines. 2.5" PRESS.REG.(FALL-OFF) 9 psi .5" PRESS.REG.(FALL-OFF) 9 psi 2.5" PRESS.REG.(FALL-OFF) psi 2.5" PRESS.REG.(FALL-OFF) psi 3.06 FIELD QUALITY TROL 2" FLOW METER 1 psi 2" FLOWMETER 1 psi 2" FLOW METER 1 psi 2" FLOW METER 1 psi 6. Provide r minimum cover of eighteen ( Inc r it control iris " 2 psi " MASTER VALVE 2 Psi 2" MASTER VALVE 2 Psi 2" MASTER VALVE psi 2 MASTER VALVE 7. Refer to City Standard1 $19 Trench e ir" when within City streets susceptible to traffic A. Adjustment of the System: 2 GATE VALVE(S) 3 psi " GATE VALVE ISI 3 psi 2 _2�hj GATE VALVE(S) 3 psi 2 2 GATE VALVE( ) -Psi 395' 21 " MAIN LINE 3.59 psi 350` " MAIN LINE 6.32 psi 515° 2' " MAIN LINE 1.34 psi 15' AIN LiE .1 psi I 1® Contractor shall flush just {l sprinkler s for o ti u performance an to prevent v rsra to walks, roadways, buildingss h as possible, 25' 6" MAIN LiNE .26 psi 25' " MAIN LiE .26 psi 25' " MAIN LINE .26 Psi " AIN LINE psi pR.C.V.ASSEMBLY 2.1 Psi 1 " R.C.Y.ASSEMBLY 3.5 psi 1 " R.C.V.ASSEMBLY . psi 19 " C.V. SSE LY psi B. Backfilling: • • • • • " . 3 s 1. pct nc II not backfilled til II required t is are performed. Trenches shall . If it is determined that ad just eats In the Irrigation equipment well provide proper and more , f , " 3® LATERAL LINE LOSS P ri IS rove for backfilling, consisting Bart wets coverage, t Contractor shall such adjustments, rior to planting. Adjustments 35 11 LATERAL LiNE LOSS .41 psi 37 1 LATERAL LINE LOSS •43 psi • " 3 •3 Psi GOY t • 42 1 .75 si 3 si f " 2 LATERAL LINE LOSS be carefully backfilled rt t x t " " 3® LATERAL LINE LOSS 1.54 psi � " LATERAL LINE LOSS Y I an clay, , r uth r approved freefrom lar clods of art or stones. also include changes in nozzle sizendegreesof arc as required. LATERAL LiNE LOSS LATERAL LINE LOSS y42° 2" psi • " 24 1 LATERAL LINE LOSS . 0 si 17" LATERAL LINE LOSS • � " LATERAL LINE LOSS P 75 2 LATERAL LINE LOSS 6 i 24' 1 LATERAL LINE LOSS psi f " . psi Backfill IImechanically compactedin las c r to r salty equal to dna t 24 2 LATERAL LINE LOSS .20 psi 1' 1 " 6 si " 1 1 . _Rs Ll Backfill ill confor to a °scent r )thou i s, Sun L ri tela s rinkler h s b the Contractor s II cca {fished (thin ten (10} da " .09 psi LATERAL LINE LOSS 1 LATERAL LINE LOSS .52 psi LATERAL LINE LOSS undisturbedit in planting areas. • J y LATERAL LiNE LOSS P 11' 1 " .1 psi areas, u r other surface irreglarii fist notification y theCity. 22' " LATERAL LINE LOSS . 4 psi LATERAL LINE LOSS 22° 1 " LATERAL LINE LOSS -45 Est r nul rmaterial c fill ill initially I all lin o foreign tt r larger Allsprinkler ads s li beperpendicular to finished ra unless otherwise designated FITTING LOSS(lay) 9.99 si FITTING LOSS(106) 10.34 si 24' LATERAL LINE LOSS .17 psi FiTTiN LOSS(10%) 10.57 psi finc +1ELEVATION CHANGE W-) - .43 psi +4' ELEVATION CHANGE(+/-) .87 si 36' " LATERAL LiNE LOSS .32 si 15' ELEVATION CHANGE{+t-) 6, si than - elf (1 } Inc in iz ill r lite in th initial acill. the Drawings. 50.30 psi 55.52 psi FITTING LOSS(10%) 1 Psi psi Flooding f trenches ��III perml only it approval f t it of RanchoCucamonga. • in Bird -- PRS-P valves will t per manufacturers specification so that each lateral TOTAL SYSTEM LOSSES: P TOTAL SYSTEM LOSSES: TOTAL SYSTEM LOSSES: • PRESSURE TO OPERATE HEAD: 50.02 Rai PRESSURE TO OPERATE HEAD: 50,00 si +10 ELEVATION CHANGE(+/-) 4.33 si operat t design pressure. 56.64 psi PRESSURE T OPERATE HEAD: 0.00 Psi TOTAL SYSTEM LOSSES: 4. if settlement occurs and subsequent adjustments in pipe, valves, rinkler heads, lawn, PRESSURE TO OPERATE HEAD: 50.00 psi TOTAL PRESSURE REQUIRED: 100.30 psi TOTAL PRESSURE REQUIRED: 105.52 psi TOTAL PRESSURE REQUIRED: 109.06 si r other construction r s ry, the Contractor shall all required B. Testin f irrigation System: , • LOWEST STATIC PRESSURE AVAILABLE: 73 psi- LOWEST STATIC PRESSURE AVAILABLE: 7 psi TOTAL PRESSURE REQUIRED: 106.6j_psi_ LOWEST STATIC PRESSURE AVAILABLE: 7 si planting, 1• e Contractor shall request t presenceof the City of Rancho Cucamonga in writing at _ - LOWEST STATIC PRESSURE AVAILABLE: 73 psi adjustments without cost to the City® PRE-SET REGULATED PRESSURE(IF REQUIRED): PRE-SET REGULATED PRESSURE(IF REQUIRED): - FRE-SET REGULATED PRESSURE(IF REQUIRED): least 4 ours in advance f testing. BOOSTER PUMP: 57 psi BOOSTER PUMP: 7 psi PRE-SET REGULATED PRESSURE(IF REQUIRED): BOOSTERPUMP: 57 psi C. Trenching andBackfill Under ving: • • • • • RESIDUAL WATER PRESSURE: 29.70 psi RESIDUAL WATER PRESSURE: 2 psi BOOSTER PUMP: 57 Psi RESIDUAL TE PRESSURE: 20.94 Psi 1. Trenches located u areas r vi asphaltic concrete, r concrete ill Install • Test II pressure lines under hydrostatic pressure o 1 pounds per square Inch for 4--6 hours 20 psi 20 si RESIDUAL WATER PRESSURE: 23.36 psi 20 si CiTY REQUIRED RESIDUAL WATER PRESSURE: CITY REQUIRED RESIDUAL WATER PRESSURE: 20 )psi CITY REQUIRED RESIDUAL WATER PRESSURE: sha II backfilled it ( layer four } in to pipe six ( } is above a prove watertight. CITY REQUIRED RESIDUAL WATER PRESSURE: t i n compactedin layers t co Gti h, In manual r mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent Note: Testing f pressure ain lines shall occur prior to installation of the electric control ° • nIin. II trenches hall left valves. VALVE'S E-10,F- G-6 undisturbed it n all e left in fir unyieldingcoI SW PC8 SCREEN PERFORMANCE LEGEND P SM MMLATMA(MEM"with t adjoining grade. Contractor II et in place,, c n pressure test all i in r All piping under paved ares shall testa under h drsatic pressure o 1 Donde er vin prior t vin work. Y • P CONTRACTOR S PROVIDE D INSTALL PRESSURE CO PEN MN SCREENS To REDUCE iUS THROW TC THE PROPER H TO WATER METER# A. 17+13.25 SIZE 3" square inch and proven watertight prior to paving. HEAD LAYOUT DISTANCE AND AVOID OVERSPRAY. DO NOT ADJUST RADIUS SET SCREW ON NOZZLE TOP TO REDUCE RADIUS THROW. ELEVATION 1490' RADIUSSTANDARD & SMALL Y PAMMS AND UMBRELLA BUBBLERS STATIC PRESSURE HIGH 73 pi LOW ?3 i ° Generally, piping underexisting Ike is done by Jacking, bori , or hydraulic driving, but Sustain pressure in lines for not less than six hours• If leaks evlo , re lace oints ( } p j • -010 20 -0 -0 - - 0 -125 -175 -2 -370 SOURCE OF INFORMATION RUSSEL SILV wheren cutti r breaking f sidewalks and/or concrete t necessary, it ll b a a® repeat test until astir to is proven n watertight• .t 2 .3 •4 .6 • 1.25 1.75 2.6 .7 PHONE NUMBER (909� 4 3-7 DATE OF INFORMATION JULY2005 replaced by the rt f Contract c • Permission to cut r break O O SIL E 4 LU R I Ff sidewalks and/or concrete shaII be obtained from the City of Rancho Cucamonga. No hydraulic 5. All hydrostatic tests shall be made only in the presence of the General Contractor and the 8F _ _ 1• 1` 30 50 H.G.L.MEAN ELEVATION 1658' L ER) (REQUIRED IF STATIC driving will be permittedr concrete paving. City of Rancho Cucamonga. No pipe shall be backfilled until it has been observed, tested, and SH 20 5' 7' PRESSURE UNKNOWN) rove in Titin 3' S' 7` 89• " Repair" n within Cit streets susceptible to traffic loads. p g 2• 5► 7' WATER METER ELEVATION 1 LO E ) 3. Refer t it Standard 1 "Trench it y 16 X .433® 73 PSI 6. Furnish necessary force pump and all other test equipment. 101 - - - 20 50 80 10, 11' SIZE 3" D. Assemblies: 1H - 2' 61 7' 10' 11' • . . • • • the irrigation system i completed, perform a covers test in the presence of the 1 T ' 5' 61 1', 1O' rl ti lines s Indicated an th r In I diagrammatic.tic. Install linesREMOTE CONTROL VALVE# -10 REMOTE CONTROL VALVE# F- REMOTE CONTROL VALVE 1. airs f sprinkler IrCity Rancho Cucamonga to determine if the water coverage for planting areas i complete _ MAXIMUM DEMAND FOR METER®B' 196 G.P.M. MAXIMUM DEMAND FOR METER'B' 196 G.P.M. MAXIMUM DN FOR METER'B' 1 G.P. . ( various assemblies) i manner conform i t details inDrawings. • • • _ - R ° and adequate. Furnish all materials and perform all work required to correct any inadequacies �2F 2' g• 5• 7' 10' 12` 12 ELEVATION OF HIGHEST HEAD 1 ELEVATION OF HiGHEST HEAD 1490' ELEVATION F HIGHEST HEAD 1493° Install multiple {i in plastic fin Provide each assembly it its n outlet. f covers a to deviations from theDrawings, or here the tem has been willfully installed 1 2' 5' 11' 12' 2. as indicated o the Drawings when it is obviously inadequate, without bringing this to the attention 12H 40 4` 10' 1 ' QTY, SIZE ITEM P.S.I.LOSS QTY. SIZE ITEM P.S.I.LOSS QTY. SiZE ITEM P.S.I.LOSS li specified hereinaccordance {t r ctiv detail, i absence of til of h City of Rancho Cucamonga. i test shall be accomplished before any ground cover 1 ' ' 10' 1 ' • Install II1Q 3' ' 1 ' 1 ' 3" WATER METER 9 psi 3" WATER METER psi 3" ATE METER si drawings rSpecificationspertainingt specific i required t completework, performsuchr is planted.• 15F - - - - - 5' 7' ' 11' 13' 4" R.P.BACKFLOW DEVICE 11.5 i 4" R.P.BACKFLOW DEVICE 11.5 si 4" R.P.BACKFLOW DEVICE 11• Rai in accordance i t r practice r prior approval City of Rancho Cucamonga. 2.5" PRESS.REG.(FALL-OFF) 6 psi 2.5" PRESS.REG.(FALL-OFF) psi 2.5" PRESS.REG.(FALL-OFF) psi 8. Upon completion o each pas of work, the entireto shall be tested and adjusted to meet 1 Q - f 12' 15® • • It requirements. 1 - - 1 5 1 1 2" FLOW METER 1 si 2" FLOWMETER 1 psi 2" FLOWMETER1.5 psi i' n fittings II thoroughly cl of dirt, dust, n moisture before installation.tion• 15H 1' 4' 5" ' 1 ' 15' " MASTER VALVE 2 Psi 2" MASTER VALVE 2 Psi " MASTERVALVE4. PVC 2 psi 1 - 3® '► 1 ' 1 ' 2 " GATE VALVE IS) 3 psi 3 2 " GATE VALVE(S} 4. psi 2 " GATE VALVE( ) 3 psi Installation n solvent welding t shall ends i n fittin manufacturer. . MAINTENANCE - 1 5 7 1 1 ► @ ► @ ► " f " R " 1S - -� - - - 1 1 14x14 1x1 0 2 360 MAIN LINE 2.27 psi 1 21 MAIN LINE 7.42 Psi 1050 1 MAIN LINE5. 14. 1 psi On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape 17 - - - - - 1 ' 1 ' 9 ' 25' " MAIN LINE .08 psi 5' 6" MAIN LINE Psi 25' " MAIN LINE n all threaded metal i . A. T entireirrigations to shall under full automatic operation for a period of seven (7) 1 x12' x ' ' 438' 4 . psi r approved equal, shall n II threaded V to PVC, n • • 1 - - - 4' 4' 4x26* 11 " R.C.V.ASSEMBLY 3. psi 114" R.C.V.ASSEM LY 4.3 psi " R.C.V.ASSEMBLY 1. psi Light wrench pressure i all that i required. threaded V connections are required, use prier t any planting. - - t r into i t i solvent I 15 4x14` 4x1 ' 4x20' threadedy B. e City of Rancho Cucamonga reserves the right to waive or shorten the operation period. D S Us PA NS 25' + . 1 psi 43' 1 1.17 Psi 3 ° 1 " 1.17 psi LATERAL LINE LOSS LATERAL LINE LOSS LATERAL LINE LOSS 3" " 1' 2' 3' 25' " LATERAL LiNE LOSS .75 psi 2' 1 " LATERAL LINE LOSS .41 si 36° 1 " LATERAL LINE LOSS . 4 si Li Clearance: - - 5" 10" 1' 2' 2 ' 1" . 9 psi ' ' " LATERAL LINE LOSS . ► " LATERAL LINE LOSS • � LATERAL LINE LOSS 212 2 1 7 psi 20 2 .23 psi 3.0 CLEAN-UP 5" 10" 30 • 2 1" LATERAL LINE LOSS i 130' LATERAL LINE LOSS 1.4 si 1. All lin ll minimumclearance f six ( ) inch fromeach other n twelve (12) inches Clean-up shall a made s each portion of work progresses. Refuse and excess dirt shall be -- ?" 14" 30 , ► 25' 1/ " LATERAL LINE LOSS •3 psi 1F- 7 1 1 1 1 r line o other trades, i exception t control it I v (s which shall a installs removed from the site, all walks and paving shall a bloomed or washed down, and an damage - " • • • • • 2 " LATERAL LINE LOSS •2 psi r Il I lin II not e installed directly over one another. y g 160- 8 1 1 1 t a ' nt t pressure supply lin • Y u tains on t work of others shall repaired to its original condition• �" ' ' 1Q- 2 " 1 let f R FITTING LOSS(tai) 10. 5 si FITTING LOSS(1a%) 11.1 si 1- 1 4 12 121' H- - 4" 1@ 50 t 1f ► FITTING LOSS(10%) 10.13 psi ► ELEVATION CHANGE 0 i'si +3► ELEVATION CHANGE 1.3 P si F. Automatic Assembly, .0 FINAL SITE OBSERVATION PRIG TO ACCEPTANCE - 2' @ 10' 1 ► 0 -2@ ELEVATION CHANGE(+/-) -. 7 psi A. The Contractor shall operate each System in its entirety for the City of Rancho Cucamonga RECOMMENDEDNO LE/ COMI TION HI T CE AT i. TOTAL SYSTEM LOSSES: 50.54 Psi TOTAL SYSTEM LOSSES: 60.11 psi TOTAL SYSTEMLOSSES: 5 si Install rmanufacturer'sInstructions. e of control valves shall be connected to controller Any items deemed not acceptable by the City of Rancho Cucamonga R E T I FOR 1 I TOT CEMEASUREMENTS. DI V PRESSURE TO OPERATE HEAD: 50.00 psi PRESSURE TO OPERATE HEAD: 5L.00_psi PRESSURE TO OPERATE HEAD: 0.00 si at time of final observation. SLIGHTLY H PRESSURES DLO RUN 7fJ in numerical sequences s on tDrawings. shall be reworked to the complete satisfaction of the City of Rancho Cucamonga. TIMES. TOTAL PRESSURE REQUIRED: 100.54 psi TOTAL PRESSURE REQUIRED: 110.11 psi TOTAL PRESSUREREQUIRED: 116.05 Psi LOWEST STATIC PRESSURE AVAILABLE: 7 si LOWEST STATIC PRESSURE AVAILABLE: 73 psi LOWEST STATIC PRESSURE AVAILABLE: 73 psi G. High It iri for Automatic Controller: B. e Contractor shall show evidence to the City of Rancho Cucamonga that the City has received PRE-SET REGULATED PRESSURE(iF REQUIRED): - - PRE-SET REGULATED PRESSURE(IF REQUIRED): - PRE-SET REGULATED PRESSURE(IFEQUI D): - Il ccessoris, charts, recorddrawings, and equipment as required before final site observation BOOSTER PUMP: 64 si BOOSTER PUMP: 64 psi BOOSTER PUMP: 4 psi 1. 1 volt r connection t automatic controller shall e provided t Contractor. can occur. RESIDUAL WATER PRESSURE: 36.46 psi RESIDUAL WATER PRESSURE: 2 . 9 Psi RESIDUAL WATER PRESSURE: 20. 5 Psi • All electrical workll conform to local o , ordinances, and union authorities having jurisdiction. 3.10 SITE OBSERVATION SCHEDULE CITY REQUIRED RESIDUAL WATER PRESSURE: 20 Psi CITY REQUIRED RESIDUAL WATER PRESSURE: 0 s°t CITY REQUIRED RESIDUAL WATER PRESSURE: 20 psi H. Remote Control Valves: A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance for the following observation meetings, according to the time indicated: 4�® �w • Install where shown on tDrawings. r r together, ll t {east twelve (1 } inches t 'ac n valve boxes. Install c re t control vale in a rat valve box. 1• re--Job Conference 7 days n I, Flushingf t • , Pressure supply line installation -- 24 hours rF FCAI.tE® 1• After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion 3. Lateral line and sprinkler installation -- 24 hours. work has been completed, rior t installation of sprinkler t control valves II full he f at r t flush out thesystem. 4. Automatic controller installation -- 4 hours heads, 2. Sprinkler shall be Installed onI ft r flushing f the system n 5. Control wire installation -- 24 hours accomplished to the completetisf c i n of the city of Rancho Cucamonga. • Pressure supply line and lateral line testing -- 48 hours DESCRIPTION CSF REVI Si QN DATE CITY OVED J. SPRINKLER 7. Coverage test �- 4 hours a "N A I T` F R A k 1 C A # e` &4%U `N A M "'L APR 1. Install the sprinkler system heads as designatedthe r in s. Sprinkler heads to be T` U MIN HU U U UIN b installedi r r {Iequivalent i all respects those itmiz • . Final observation 7 da 2. Spacing f heads shall not exceed the maximumindicated on the Drawings. In no B. When observations have been conducted other than the City of Rancho Cucamonga, RANCHO SUMMIT case shall the spacingexceed the maximumrecommended the manufacturer. show evidence in writing of when and by whom these observations were made. C. No site observations will commence without "As-Built" record drawings. The • ORARYREPAI RS IRRIGATION SPECIFICAT10""INS contractor shall not call for a site visit without "As-Built" record drawings, The City reserves the right to maketemporary repairs as necessary t ep the spikier system without completing previously noted corrections, or without preparing the system for PULTE HONESAAL WMB equ.ipment in operatingcondition. The excerciseof this right by the City shall notrelieve the said visit. Contractor of his responsibilites under the terms of the guarantee as herein specified• LAO RCE 24953 CITY ENGINEER DESIGNED BY: RECOMMENDED: 24953 Be DRAWN BY: =a 150 ul rin0 Ave., SHEET a Suite 160, OF 31 CHECKED BY: Costa Mesa, DRAWING NO. BWArAC Associates Califorriia 92626 Landscape Architecture • I. Int trees t r t located in In or roue cover real after finish grades arefirstt AmmoniumSulfate: ranular for containing not less n 1 nitrogenn sulfur ter installation lawns or, n shall registered as an agricultural miner, it t State Department o Agriculture Install t . establisheda ll t least 7 calendar in compliance it Article2 FertilizerMaterials," coon 1 f t Agricultural CITY til layout f plants i i I nti r {{ rf r e Contractor n provide for thorough watering of tr planting holes shall xcavatesfino PLANTING CI ity prior to plan fi approved y t Landscape rc appropriate ils. PART 1 — GENERAL Soil excavated from lantin holes shall be amended to backfill around trees n hru s 7.03 General: • ` • oilMaintenance Il startrt immediately after landscape irrigation nplanting.. . f Work: usingn " in diameter oil amendments ll s recommended in theAgronomic sails report. Maintain all Int and ran a continuous ss r i t iI during materials, atriItlabor n equipment incidental to an necessary - it it •t r ngreater t t progress f t work, an continuet inti t until final acceptancet i l Contractor ll roved all rain s reasonably implied, roorlos, _ -1 1 Iicy project. Replace any or yin lent s directed t Landscape n r completing all work, s indicatedan t . Trees Stakes- sty representative. delineatedIthe Specifications as follows. Iron I s/ Tree stakes shall 6e lodge polepine treestakes. See tree stakingdetail on plans for further information. • • A. Irrigation: Operate irrigation systemn a established program to maintain all plants t 1.02 Standards: t Agronomic Soils an plantedr n a healthycondition. Irrigation t run—off ll t o All rn materials shall comply with governing codes, safety orders, standards, n ( o u r • •ngroses only, v ri iminimum. tio irrigation system resulting from maintenance and equipment r reQul is n , n et the minimum requirements of the Standard Specifications For watering basin around t allow - I ot to t City. r backfilling, construct a earthen r to for aintenanc personnel, shall b restoredto i original condition t n Publisr Construction ( teen oak} latest edition. thorough ter-in and establishment. c or Failure of any part f the irrigations to shall e brought to t attention f t City. Provide all materials and equipment and performall work necessary for and incidental to 1. Qualityc v water from n ru • ablyimplied, o repairs other than emergency r its hall b accomplished without rift permission , from the City.! A. AllContractorsperforming i Development work, t licensed in ascot nc Prior to install i n ouranaed it t ! f t tate of California. iwith lit of r sin turf r t removed prior t City acceptance. or delinein t specifications. d Control: K all lent areas r e debrisy cultivating areas B. Contractor ll providethe Ls Architect ra h tyBeddingPlants*: at interval net t exceed10 calendar a . TContractor elect t remove such Subcontractors nMaterialSuppliers expected t b employed during t courseof PART 3 - I FINISH I ernnials and Annuals: Provide rows lents from recognized nursery, concentrations of weeds, manually or by an approved herbicide pro ra , construction. 3.01 Scope of and of the species and variety shown on plans. C. Contractor l i i fors Public Liability Property • r vi ` Il materials an equipment, n performII r necessary for and incidental t C. Pest Control: ray ll plants an plantedareas beginningomaintenancer ram , I aDunt o insurance theit r oration n finish grading of all Intln lawn areas shown Ins, run v Insurance, Teep during t.r cur f t nstructionontrt. shown an plans. Ground cover shall a Yc n Gasser r fist Y an approved method of pest control, shall determined it reasonablyimplied, ora lin in t ec®f• ion . round Cover: Provide ground cover o the species all plants and plantedareas free f insects and disease. Method shall be reviewed established and well rooted in flats or similar containers. City prior to any applications. Pest Control shall include Gopher control. D. Prior to start of site developmentwork,. t Contractor. hall notify Furnishing, placement andgrading, oft soil r backfillingf planters i required. Landscape Architect n i t iv start n completion s. Contractor llMulch ul : D. Pruning: run all plants designated n directed Landscape rchit ct, t rt of also supply theLandscape City it t and telephone u f C. Cleaning n fins gradingofplantersr s an planting areinch: hall e of compacted wood chip fiber. maintenance program and continue to prune plants as directed or as may becomenecessary the personin charge of the work. until the endof the maintenance ro ra . 5.05 Coordination.-, • . • Topsoil. • A. o not have plants delivered to thejob s it un til site conditions are ready for planting.. i n. If planting is di . Remove v trash ash kly round cover to Cn bounds an trim growth tunt ' it r i s ecif,c telayed, keep plant root moist and piasin a sheltered locaton protecte 1.04 Responsibilities o A. Permits: The Contractor shall obtain for all permits inspections A. Existing on- itail lt s acG Ptl ' from the sun, wind and other damaging elements. necessary to achieve av rall even appearance. xt r inae gophers n moles; r i required y governingauthorities far the work t performed. B. it imported to ,t fru sfill' backfill in planters n . , h ll e an or damage. textured. alt plus claycontent of h® it shall b no rater t 1 y weight. T B. ail preparation and fine rading shall completed and trees and shrubs installed pri ExistingB. Conditions: The Contractor shall verifyIIconditions an dimensions n boron content of the soil hall nogreater than 1 art r million measured n to din plants and group cover planting. . General: the Ins t t site prier to commencement f work under th®s contract. the saturation extract. sodium absorption ratio ( ) Il not exceed3'0 °lliho ii MaintainIf on location an Pt of all underground til.t. prior to rt r centimeter at In or r ensureconformance, samples of t imported oil shall . Installation Maintenance I! start immediately t l after landscape rr` tin ni n • i Contractor II verify theo'ect Landscape in progress submitted to an agronomic soil tin laboratory, approved the pr Plant d bdd. lants .n moist soil an space a •ndicated on plans. of work. delivered City far approval. Each plant shall planted wit its proportionate amount of sail so as to minimize root ensand ®raareas Architect for analysis prior to u . e g disturbance. Soil moisture shall e such that sail does not crumble when removing plants of work, n continue to maintain t until final acceptance f total project. Replacec C. Temporary Utilities: T Contractor apply all cost incurred for all it test to include analysis an recommendations. from container. any or dying plants as directedthe Landscape Arcit t and City representative. temporary utilities such as water, electrical power and gas as required th for the egrad planter areas after planting, to restores oath finish grade and to insure proper construction of the project. Temporary rvics s II coordinatedwit • urac drainage. 4" layer of inch material shall b spread over the entire planter A. Irrigation: rat irrigation on n established program t maintain II Int n ctor n the o site. . it Amendments: area after grade is established. term shall begin immediately after ulchin . (Gradin then centra � . • ° t Agronomic uitalli Fertility soils report ch planted areas in a alt condition. Irrigation s run off s iI t t ini u • All oil amendments shall a specified i l shall accommodate the mulch). a to irrigation system resulting from aint n nce and equipment and/or maintenance D. Survey, r rots, and Elevations- The Contractor Is responsible for furnished by the Contractor 4 iir oran I, hall restored t it rn i condition t no t t t sty. slur f frcDint ti required him, anon o it establishingall surveys, r 5.07 Protection- any rt of t irrigation t abroughtCity.from tCity.Ct . plansfor proper execution f it construction. tact temporary fencing or barriers to refect planted areas from damage prior o other than emergency repairs shall accomplished without writtenpermission ' E. Traffic: The Contractor is responsible• • r• II temporary traffic barriers n tour i Preparation: d approval and, final acceptance. B. e Control: K all plant areas r n ria cultivating r t All work irrigation system shall complete n inspected for r co men r it i for t construction f tproject. All temporary traffic barriers n nmnt work. intervals not to exceed1 calendar days. Contractor y elect t remove such detours II conform to all conditions required by City or toric fin grading completed, prior o roon T - T concentrations of weeds manually or by an approved herbicideprogram. After rough r v n `. , Contractor • • • • • . • to lis , prepare all lawn an plantingareas y tilling or it n program n crossripping to a depth f 1 >. All rock . C. tr11 plants 1° Defective i r from t site, except for areas that re to sode i which all rock n brie ore Provide all material, equipment, and labor necessary to perform all work a indicated as y co necessary thereafter an approved the f con t II workis . determined i inspection t defective in it construction n orfici rat n plans, a reasonably impliedan as delineated in the specifications. and {®rated re free a insects t shall reviewed y i$ prior t nd specifications, ll remediedr removed, than1„ in diameter shall removed.. any plications. t Control shall includeGopher control. in n f t r uir t plansinnnrcptsItth n replaced trt r t iraexpense spread, and rottil in Ii oil amendments a recommended to depth of ”. t® r r Quality urn Pruning: run Cl lents int directed Landscape c it ct, t start f Landscape City. Apply thoroughly Y l after rototilling is complete. Incorporate evenly into the to 4 to the following . The Applicator of all weed control materials shall be licensed by the State of Californiaint nanc program and continue to prune plants as directedor as may become necessary each 1 0 oars feet lantin r : est Central stator and a est Control Advisor i addition to any subcontractor licensest until t n of t maintenance program. free , . ° Inspections: inspections notifying t Landscape sty cubic yards of ni roliz r Fir shaven or equal. are required. Remove trash l e groundcover t in bounds tri growth , as B. All materialsand methods must conform to Federal, tate, and Local Regulations. necessary achieve n overall even appearance. Exterminater n I it The Contractorarrangeshall r time fins inspection, uralotherwisenoted. ngoverning h rprior stiln iliorr. Only con O lbs. f Gro-Power r approved equal. damage. is Inspections ll s lit below, t t c • i ♦ nl ualitieonly and should use only for bidding purpose, Submittal I I • T above sit conditioning are ification were developed pertaining t t project c f r ll l conditions chap res ically from the time these specPrior to the installation tallation of any e control materials, t Landscape Contractor because sol i take place. Therefore the Contractor shall obtain his shall submit to the Landscape Architect/Citylist f the weed control materials and quantities ii Rough the thecal soil coitionfeet of area. These sail Drain Lines Catch Basins. o o®l analysis t rate o one per every 25,000 square per acre Intended for use in controlling the weed types prevalent and expected on the site, . • irrigations ( in line 'Pressure, coverage & system operations t). tests shall be conducted. y an approved Agronomic soils testing laboratory approved by the s supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape . project Landscape Architect and City. Copies f the soil test to provided duringthe Contractor and LandscapeArchitect n City to to demonstrate thecompatibility oftGeneral: itPreparation Finish Grading. Pre—construction job conference.• control materials and methods with the intended plantingand seed varieties present, Upon completion o installation, amaintenancerio f minimum 1 y far I Plant Material ( Civ rt' & placement). The t }- 7 D landscapedrassrqufit . 6.04 Responsibility t • Commencement tfor t maintenance roshallo canrit napproval r v I for all Substantial l do Inspection ( t completion f landscape i r v Final Inspection (after maintenance period) - 7 days. 3.05 Finishin . A. Landscape Contractor is responsible for t erection of all signsns and barriersrequired t plias f plantinginstallation by t . sty lis or Inspector.ctor. Maintenanceperiodshall After ratot•ll•n operations r complete,, radreas to establish finish grades for planting. T contractor Il r r con truction ' conference with t Landscape ir tolerances shall be et after settlement t the prevent intrusion into the treated areas and t notify the public. adequate t verify last characteristics Architect o i minimumof n ( ) s prior t inns work. II flow lines shall b maintained and pro end of the project maintenance period. No material r methods shall affect t landscape plantingor hrose germination. A. inspections shall that affect testablishment period: first after II Finish grading hall leave surfaceo t round uniformly smooth and free of abrupt r •aterial or method shall render the job site unusable for more than 10 days from at f plantings v completely installed in order to approve • it beginningoftestablishment change. application. period, and t con at t en f testablishmentro . if plantings r not acceptablel 1.07 Guaranties: i , din plants and I Il the n y , n n conlinue establishment A. Plant tri ls. All rr run cover; airtion for follows: . Non-Selective Glls tion n can rov guaranteed fromf final acceptance of landscape 3.06 Coordination: k shall coordinated with the of the irrigation system Non-selective contact herbicideand/or non—selective systemic herbicides ( recommended y until all work Tr x larger 1 year abatement wor (See Abatement section). the Pest Control Advisor} B. At termination ofestablishmentperiodall Intmaterial shall live, healthy, Trees 1 I. smaller 1 r rototillin n soil amendment work, and lantin undamaged, n r of infestation. Inferior plantings shall be replaced and brou ht Ii sizes} 1 Selective Herbicides: o satisfactorycondition for final acceptance of work ill . II r Il Shrubs Ground Cover 1 T - elective pre-emergent herbicides compatible with s mixtures (as recommended t t b neatly r a r of s. DS ` 1 f • . Bedding Plant 1 s Provide allatriaC, equipment, and labor necessary to ° install all trees and shrubs s shownonr ol Advisor) L (sod) 1 s on plans, reasonably implied n as delineatedin thespecifications. mowing . Eradication:is n. L (seed) s r far t n re I y City and t of t 180-day Products If in the opinion of thePest Control visor, perennial rases and weeds existingin the 12- Guarantees in fir projectacceptance ials hick Names" plantingareas will require control prior to removal, spray these areas per est Contra) c A°L` Contractor r ll replace and plantall ter . o Nomenclature - lant ns in maintenance t cost and within from tali t risen Joint Committee Horticulture. Except for names cover thereinAdvisers recommendations. v C it i th tC t t a ° itt notice r t Landscape r City. If e trial is t replace,. the established Gusto of t nursery i followed. • . period, it replace dead material it n material . A. Prier to the installation of the Irrigation to remove and clear all weeds anddeleterious and plw the anted withinLandscapeto ontractor for all Y expenseincurr . B. Condition - Plants II trical, t ical for variety and species, sound, healthy, vigorous, materials from planting areas. - and freelta )ant disease, ins insect pests, r their eggs, rad shall have healthy, par al root systems {{ herbicide t kill all weeds. ale or h off all a s to a depth of 1" " to • ° guarantee all workmanship and materials ell-fillip their container, buynet to the paint of beingroot bound. Plants shall not e prune surface of thesoil. Physically remove all weeds from the site. B. Construction Materials:I : contractor ct r h II • to ce of project. at anytime, n in no cases all trees e topped. f II itdevelopment, for i f p r from t final cc P 1 ` nursery in accordance with good horticulture - L I DESCRIPTION OF REVISION DATE ��� C. Tr an shrubs shall ro in at a recognized Y, • rat®Iver sizes cif) T APPROVED practices and shall be of the sizeand caliper normally associated with the co I T' F R A k ' C H U "A M ` N 1.08 Material r Releases: . . n plans. oval of all tags, labels, nursery stales and ties from all plant material prohibited 1 c ofWork° Upon completion f h work, t Contractor ll r to theCity, signedcapie o until the approval of the Landscape Architect or City, Provide all materials, labor n equipment necessary for, or incidental o, performing all {{ labor materials releases r all ark per r itsDevelopment. aintenance requirements reasonably i plied or delineated in th ecifications incl in , All plant material delivered t the site showing signs f damage or disease or Insufficient in RANCHO SUMMIT PARK ° • but not limit to thefollowing: size to carry out the intent of the planting plan will not be accepted and will replaced at PLANTING SPECIFICATIONS 1.09 • Clean-up: Contractors expense. Maintain all plants and planted areas. Remove II waste materials (including xc v material ®classifiedunacceptable soil Keep planta areas freef weeds and debris. material trash n debris r ar ncun r durin th cours o landscape • izes of Plants -- Shall e tat on the Plan. Container stack (1-gallon, 5-gallon, and rune trees and shrubs. }' ° ° f the work, remove surplus 15-gallon)allon shall have been ran in containers for at least one (1 year, ut not ov r two ( }years. PULTE B!, construction, n legally iso it. During t co } . • 'tion. Clean u an Fertilized II lents and planted areas. materials from h it leave premises i n n cls ® cons P • ` for indicated lent material will permitted providedthe Irrigation. NEER a ` 1 avis the . Substitutions -� Substitutions . ° ' on completion o work, . . • r all remaining debris surplus rials g remove • request of the inspector. substitute materials are approved in advance by the City, and are ® eat no itsanl cost to ► 1 • it shall cleans n t Insecticide spraying. premisesn t c! n• the Git Except for authorized variations, all substitute plant materials shall conform to the YI Y P . . � n�srcNEa BY: RecoMMrrv�r�: DAIFt requirements of these specifications. 2 . PART 2 - removed from site immediately an 4953 • Fertilizers-. _ P • G. Plants Not Approve - Plants not approved are to aRAw�v aY: SHEET . Protection,., . • ° ' ` lots f plants A. Commercial fertilizers with an analysis of -1-Gro-Power Plus, and 12- — Gro— r 1 0 aularintave., • ° ` is shall not replaced with suitable plants. The City reserves the right to refect enter . • • in . Plan Controlled Release Nitrogen, a designated herein, r approved 31 substitute as required b uite 1 Q, - ®F Keep CI Int material delivered t it in healthy condition for last represented b defected samples. -, e$ r". most earth or P the Agronomic soils report. Available from ro Power ( 0 } 393-3744. ossa a L�c No. be allowed to rt' out. it Bare root tack shall e separated an heeled in, in moi - �` cHrcKQ eY: 92626 • ° and burls ed lasts shall have root ball Assoc i AtesCalifornia other suitable material until planting, ® Balled PP P planting. eke all trees a per details i mediately after planting to prevent wind damage. til t candtc�p•Architecture (714>434-9803 (714}ase-91Q9FAX ------ covered it oft dust, a chis or other suitable un H. - LOCATE HOTO SENSOR ON KEYNOTES I MESH NORTH SIDE OF BLDIS AT ROOF. PROVIDE CONDUIT FLASHIN6. I NATER CLOSET. SEE PLUMBING5N 14 INAL,d. L..0 IN Vit U x4x' 1 ` LA\/ T `C'. SEE PLUMBINCS DRAMN05 5LUMFEn 0MU AT POOR HEAD �` 4 HAND DRYER- HUM H Y HD LL MOUNTED +51-411 TO ON TOP OF NOZZLE ®• w --- U! 1 I/ ® '-- a4 .' � la t !a t R. - d -, - IHI fi(Y.✓ tr' S> `- 4 IHAN y LN U I M N T 0 1- / aT I 5l(9N A I KMOUNTED U N " F IN L Li ° I? I HANAAS SET I INSTALL FLUSH. L V IL Lf HTLLALL IN FINISH I -4MOUNTED V I L FIXTURE ( 50TH 5): OHLA LOCATIONS TOILET I I M NITH IC, CORE PREPI LI II U I > ( ) 4i Fj_A'r HEAD MACH 90RENS x1 LU MU / , A Tr L1I I LTHUA ; AN PULL N H 0 INKIN FOUNTAIN UN t, F M E OFRoSeTTEe VANDAL IN - DOOR. N AVT AL A O , CORNIER, � c{.411. "70 X O NN H I LUM IN T NO L Y FOR FLLA H N TOILETCOMPARTMENT: AMCLiPHENOLIC,, FLOOR LL- U O ONLY CN V PRODUCTS Af;MSTROOM 516N5 ARE < T r- SLA ALL ), N/ H AVY HA INCL CONTINUOUS HIN mo DOOR. LOR d YSTAR4552-50, B ILA5LE FROM MASTER C IL L L C1 TI ( 41) c125-6540. INSTALL NU CI I I 15415 u rMa F C.M.U. CA 41069a MESH LMIRADA, OFFICEII M NI LIQ TILANA MISSION N II LAIN, LUM I IN COLORROOF TILE, FAX 562-014-6-01 S SELECTED BY CITY1 CELL 562-505-cl(oOI N/ MANUFACTURERS CERTIFICATE ATALLI 1 r I FROM THELOT NO. 2x5 RESANN TRIM O\/F_R NOTES ' A IATI I FASCIA Ti N Tt 44+0 i® A FIXTURES ITH MANUFACTURER el TION H . - Ll TH � LLHA DELIVERED N/ IXTU I T N COMPLETE F INSTALLATION OF I ..T I YIL.ITIFIXTURES IDENTIFIED` " N UIL Lt N L 1/4" THICKiTH Er 12"' LV INTIK .0 NSANITARY PROVIDEMANUFACTURER'S INSTALLATION FACILITIESLL I NTI I Y I L aII ' THICKN �N7XX � � lLUM .I TU AUTT ( SETS) t V 121, IN I I 1/4" THICKIAN LSUPERIMPOSED N LI T1X MU 1 T INSTALLATION THECIRCLE N IT I H 1 tt DIAMETER. I -oil l(o11x 4H M ANP THEIR L A LI TIN TY i NT 516N I t 5TANDARDS FROM H LN U.B.C. xxI LU U t IN t I L ( ) II . L I � ITH TI 11-411b113 14ql U% 2001 050 ANALYS 15 _IBRAILLE 1105.2.4. OCCUPANCY T N+ N U TI N \(TN FLOORLA LA ( ) -745 OCOUPANT LOAD 0* OR SOUTH EAST T /50 sr- PER TCL ) 1 PER C 1005.2.2.2. i , X I N 15 1 (5pN i4%TTACt*iMENT SCALE: 1I4" 10" ll/ 11 I` " fill IIX(O 11-411 11 1-49 HONN PLT, Ia a rMUT T-0" AftF MI U L _ fe ! I MUT '- UN / IoPLATE 25 r2AN� DOOR LATCH T A5 +1 '—� 5/4"i -1 L-1 a" CMU T 12'-0" T - { -T IN i NLL 5 CMU. SLOPE TOP TO (�ONFORM TO ROOF PITCH "tNo SOFFIT – 00 DETAILS I IL- N2C/L-20 T 5/8! � 11 5 L A L-1 -OltCMU FINISHES a 41-011 41 - HOLE EXTERIORFA SLUMPED INTERIOR CI I N 11TLL LA st— (OLD OUAKER, U ) 1/2114? MASONRY (INT T) ENAMEL, LIL� 1 LS, DOORS L - L Z, AC7 OSS HITL a! � ► II Q + e -. •°' 7 � U 1 TLYfN STAININ SOREN ( ) PRIMEATLL FINt AT 11 I -Olt EXPOSED/FINISH � MATERIALS: L1ACRYLIC TAN . 1BACK L M FL 1LAN w N L L 0KkLL TYPE110124953 5 AWS(3&ATE LA7Cr1 � 1:)OoR FULL :2 10 a 1'-0" I0 aj Ui NT M N 5:N SOFFIT T +12'-0 / 1. L A ELECTRIC, A9 45/L-21 SNITCA5 M N I r RANCHOU N HA H N i AU(5 Ob " iL CIC I 5. se I i 1/ x I/ TMJ l�tLL rt s,� ",� ta_L\ 1ta� r I i►„t�-n.h .:: r_s I �pT A AM (05L 0 SIDES) -{ T°.. . 6ON LT CITE L 0 �0 A T,` 7 N, SECOND PLAN H C ' T 1 N N AOaZ , A MA - L A A/411 L 1; '.>n FIRST PLAN CHECK ( T I N RESPONSES)} 1 M AY 05 1 � , • LOCA I AT! N rrp FRo CITYCON LIE A5 ON MID-PINfl LL ( BOTH )• H- as TMA +I l -5 1/4"1 MA +Iia IDESCRIPTION REVISION DATE APPROVED:D:LA5AV5.ITH I / • NT N,T. dIOqAC� � CITYARE Y K 61-011 O qt !1 i all '"$” i IRANCHO SUMMIT PARK B FLOOR PLAN EXTERIOR ELEVATIONS T I" " " <, GATE AND SIGN DETAILS FIN L. PULTE HOMES/DEL WEBB NCH APPROVED Y: DATE-H/ LT IN 1/2" rVATE CITY ENGINEER ROE: 4953 Mo MoPLAN PREPARED BY: RECOMMENDEDDESIGN I « T NORTH 3913 JRM J I ARCHITECT CALIFORNIA ARCHITECT LICENSENO.C-391 41-011 ADATE DRAWN SHEET APRIL2007 6779 T IN PLACE INDIA RANCHO CUC ANCA,CA 91701 w1 OF 31 1A CHECKED 909.268A777 FAX 9.948.8677 DRAWING N . &ATE HINQ1161MVE 2A SATE LOCK BA ALt 1/4 I to JRM DATE JUL 2004 FILE NO CAL a - It� " SCALE.- III " O\/ER ER SHEATHING KEYNOTES C BUTT RAFTERS `7116 GDX PLY aD V SEE IC/L 20 FOR NAILING I WATER CLOSET. SEE PLUM I NCS DRAWINGS _2 8x IO RESAWN EXP BM 3 LAVATORY. SEE PLUM I NG DRANIN65 12 ' HAND DRYER 14 16 CSA 1"x2' TU INC 2x6 T46 5HEATHIN6 5 GRAB BAR PICKETS o " OCW/ 2 16d a EA FTER IC 8x I O SAYIN EXP BEAM . C . TOP CSF'BLOCK "'2® 2 #4 TOP W! I SIM I 4x8 E P RAFTERS 2 #4 @TOP 8xI0 RE5ANN 8" BOND BEAM (TYP) -20 -2O SEE ROOF FRAMING PLAN EXP M cq #4 VERT -2a \ @ 1"-4" OC (TYP) 4 HORIZ Q 2t_0" OC 4 HORIZ I8 GA iIt x2" TUBING L-18 ® (T'►,P) 2,_O„ OC PIG T t3 E OG tV (TYP) FOR CMU SEE ❑ 4°' CON G FLOOR SLAB L L WALL TYPES, E SEE FDN PLAN #4 VERT (p DWG L-18 i I DWG I A/L-141 I`-4" OC TYP (TYF) (SOLID GROUT 4 VERT @ 111-411 OC (TYP) ALL CELLS) L-•18 (SOLID GROUT ALL CELLS) %....s.Rwi.p %.w_p N+.wNwr%:pw..%w.%+a+F..rp...sMns..ls+.w% Na...N.ww%w...0t+w %+• 1t_• M.ww![++N k.re.N..%s %w+ wKw.w%or+X+++. ltew*K*+pr.wN.®%w.rkrMw+p_s.p+s.%.wsnNa+PN_s%._.%.r..% ..^%.noN+.,..Mw++%warty+..eN.r+%.....%.._%+ Mws%.r%^^K"rNw.kww+N._.lte.®p %..sNsJt.®.%v.+N_n%rrpww.%.ro+.%aw.%+m•p.s..%r.wNrl{w%wwpa..Nwr%®%®NNwaM+wM..r%+...%war% N«_4f...mNw. %+rr%®•%+_It•++. i^I I EEj I=f I I—I 11=1 f NZI I— Pro2'-6" MIN LAP1 l( IT_I -SEE FN PLANII l I l 1=1 I I 7—v 1=C �11ALL INF S EL i--i I I I=111IA/L--1a (TYP) i=1"=11=161=1 _ _...iTLITi_ 16 CA 1 1/2"XS 1/2 EE 15/L-21 FOR 1 SEE FDN PLAN PERIMETER TUBING MOUNTING DIMENSIONS DWG [AIL-Ili (TYP) W! S HORIZ MEMBERS TiQo�N SCALE: 1/4" = I'�-O" SCALE: 1/4 - I -O ll .1_411 I It_4�t }i_4ti r all T. SLAB a" i Lala -20 �LEV 100.0 r TYP L-�� ( �O� ��Q C A TYP OOH ' T. SLAB --20 L..IcI -�20 L-�21 28L. -20 ELEV Qq.Q2 L��k 4'-011 41_011 7 8x I Q BEAM r. . ... . .. ._. . ._. . .__. .._. .. .. ..� T. SLA ELEV 5L - 1�`` T. SLAB 2A �/ sL T. SLAB ELEV C 100.0 AT ( 4 I'-41t E;LE:V �q.'�6 ,a� ~2Q -- 1'_,a,tl �, � 100.0 AT -•20 PERIMETER. 5,_4� 41_Q11 bt..pll 4'-0't �- 5t„4t1 ail PERIMETER. SLOP 296 MAX V 4/ SLOPE 296 MAXle AS SHOWN TO I �- -- _ �. TSLAB LV did elm IT �. SC I AS SHOWN TO _ I EXTERIOR i `s' I as EXTERIOR r --20 -20 ti G -2Q -20 T. SLAB ELV uC_� ._. _ T. SLAB ELEV a 100.0 AT 6 C ,� I 6 100,0 ATS TYP SLOPE 2% MAX It_bit I Ilrbtl ) 11 11 ( I,_ „ SLOPE 296 MAX TO FLOG TO FLOOR 2C I 2 S DRAIN 2A ^2 `�' A DRAIN ,:2 -2 , I 1 11 _2 -2Q c -2a 6 4A i'-o" I T. SLAB ------ P ( X20 --------T. SLAB j ` ELEV aci.cis E a _ - J �.. L Q ELEV aa.as AT FLOOR T SLAB AT FLOOR -20 — - I DRAIN ( -�- --) LEV I r- I DRAIN I I �-- -- 5L _ w E--5� Of_btt r I ATqq.aFD � 5!- _ �, L IZ 8 1Q RIDGE ' J 4A 1-011 21 all I 2'- " C, P -2 I 21_6 it 2'-b° ( ( '-0' 4'-0' I .. I I I t. - r5 5 2�25 2 B� ` - a 6-0 I I 4 I �2Q -20 -2Q -�® ► -- — -- -- T. SLAB ELE1l 100.0 I T. 48 I I 100.0 I I 411 WN OR SLAB W/6x6-NI.4xWI.4 AT ►i3 �' _ IB -20 T PERIME ( I MID-SLA5 0 " SAND FILL 0 MIL p -20 2® L-I Lala I I I PCLYETHELENE FIL R RED SUBG E I 1 n --�� -I� It_btt T SLAB ' .` ,. SECOND PLAN CHECK ( FE TOW I N RESPONSES) 0 JUN 06 ELEV .,... I _2Q 20 I I aq.g4 I I T 5L LEV gq.g4 AT FD I N %.. all 8'-a" FD 8" 15°-411 a" �f, � � #" FIRST PLAN CHECK (REFER TOW I N SPONSE ) 51 MAY 05 . . . . �� �� CITY ` DESCRIPTION OF REVISION DATE APPROVED: 8x10 BEAM �� CITY OF RAIKNCHO CU U u 2rl A� �► 2Q -20 -2Q RANCHO SUMMIT - PARK B L�2( L-2( L-2I L-2 I i_ It 1 it I II 1_ It i- 11 _ 60 3-4 4-a 34 as wG� � L-Iq FOUNDATION PLAN 0 FRAMING PLAN MO Mo U opw SECTIONS 2b1„,�tt U LT L. NORTH WEBB �_�_ NORTH APPROVED BY: DATE: 'D ARC CITY ,ENGINEER RCE; 24953 H� DESIGN PLAN PREPARED BY: RECOMMENDED Na. '3 `� JRM JOHN M LCH ,AIA•ARCHITECT �Y RE E�°va,L DATE r DRAWN CALIFORNIA ARCHITECT LICENSE NO.C-3913 SHEET 3 fi UL 2007 6779 TREELINE PLACE WDM RANCHO CUC ONGA,CA 91701 L-1 OF 1 MUM All^ ,Oft ILF pfi CAS-`� CHECKED 909.268.8777 FAX 909.948.8677IIIIII M" I DRAWING NO, T%%coilill"'cool A ro__'%UN"Lmoo)'A71 Ch?N F"o"L.AN 1A SCALE: 1/4" = I'-all SCALE: 1/4" = I'-O" ,IRM DATE JUL 2x04 FILE NO 1/16 GDX PLYWOOD OVER SHEATHING, 51MP50N NSHDG @ 6" OG EDGES 51MP50N NBHDG @ 12" OC FIELD 16d SINKER ("w 8"` OG BOUNDARY 5T6224 @ EA RAFTS -- (AT 4x8 EDGE FTER 3x BLIGC-�) (16) 16d (2) ROWS 16d SINKER (4) NAILS EA ROW BN T. MAS +14'-I /4"± @ 6" 00 AT BLKG 4x SHAPED BLKG TOP OF MASONRY 5x BLKG, CENTERED YiALL INNS OCCURS 3x6, TREATED GONG TILE S I MPSON H5A ~ -� 2x6 T 4 G SHEATHING @ EA RAFTERLINE OF RAFTER SOFFIT. H5A H5A . 16d SINKER @ (o" OG (5N) NOTE FULL-WIDTH G40 @ 21-611 OC 3x BLKG, CENTERED BIRDSMOUTH AT 4x8 CCOS V%\ (3) 16 EA SIDE --'�-� 4x8 PLATE OF 4x NAILER A55 @ 21-011 OC COUNTERSINK FOR f f f f (4) 16d TH OUCH ANCHOR BOLTS (f �f G4NNEGTOR TO BM �.. �� H2.5A T. MAS {/2 :tANTI-POND I NG STRIP (2) #4 HORIZ T. MAS +13'-O 1/4"tSxlO ! GE ~- i, EN SEE FLOOR PLAN LINE OF RAFTER SOFFIT LINE OF FOR T. MAS ELEV 6" GMU WALL RAFTER SOFFIT 24 GA GAL\/ STL NOTE FULL-WIDTH FLASHING 5/5"tP x I'-C" AB �-�' -�., Sx&x6 CMU COLUMN BIR05MOUTH AT Sx{O @ 21_011 OG b- CGOS HEM EDGE #4 VERT @ 11,,,411 OG SxlO M --- 2x8 IM / 5005TER CENTERED (2) #4 HQRIZ 2x10 FASCIA 4 4 HQRIZ @ 3 5/411 811 CMU 21-011004x8 VERT 11-411 OC It-all .il,�, 4x8 RAFTER BI SMOUTHS AT RIPE GEN RED A%V, *Em I N T= I �NA L L co, SCALE: I = 1'-0" SCALE: 1 = 1'-0" SCALE: 1 - 1'-0 BATTEN - --- CONIC TILE GONG TILE BN 16d SINKER @ 6" OC 3x8 TREATED NAILER; NO DRYPACK UNDE A NT UNDERLAYMENT 16d SINKS x8 RAFTERS @ 2'_a" OG @ 6"' OC 2x SHEATHING 2X4 CONT `7/16 CDX PLYWOOD 2x10 FASCIA ANT I-PO�fD I NG STRIP STAGG D BATTEN ( ) 16d SINKER OVER x SHEATHING 4x6 RAFTER LKG @ 11_411 OC AT EA RAFTER KE TILE 2x IM. BN 2x IM. 2x !M �1- BN BN N AL 1 GN LOWER ALIGN LONER EDGE W/ 2x8 EDGE W/ 2x8 24 GA GALV STL 005 R f300S R, 4/ FLASH{NS1 AT AVE AT SAVE EXTEND m 16d @ 161° OG • • 16d @ 1'-44 UG a UNDERLAYMENT 2x 1 O FASCIA 2x I O FASC I A -� r 11" OVER EDGE ry I6d @ I' " OG RAFTER- -- �- HEM EDGE _ 2x6 IM (2) 4 HQRIZ ` 2x IM. ALIGN w R=5 1/2" 2x8 IM/ 5005 R LONER EDGE W/ 2x TO FIT 5x6 IM @ JAM 2x8 BOOSTER @ EAVE (RIP FROM 2x 14) BEYOND I'-I O'"t 2x I O FASCIA CMU ---- -- 8x I O BEAM 2x I O FASC I A WALL BEYOND Li 8" CMU WALL BACKER ROD 4 1/811 x I" FLAT PLATE. � 5AWCUT TOP TO i SEALANT ELEVATION . WELD FLAT PLA K 1 1/2" DIAMOND MATCH ROOF WITCH WIRENIRE MESH TO INTERMEDIA CRIMPED 5/8"O x 1'_011 A L i I/21" x i 1/2" @ h" DO. I NO IC.? W4 M GAUGE #4 HQRIZ @ @ 21-01, OC ' MITER CORNERS AND WIRE MESH 21_01! OG 4 VERT @ 11_411 OG L'D L 1 1/2f1 x 1 1/2" x 1/4" CENTERED 2x6 TRIM FRAME. MITER CORNERS 47 1$ LD, CONNECT TO 3x 5/8 t10 A5 @ 2'-O" TRIM W/ 5/5"0 LAG AT 51 LL 4 JAMBS BOLTS @ 11-0" OC "E" T IOR, Atk;-` "No T I L EOn "R A<E" A L E" 2 f=03% " d '.. t1 ,., '- " " ,, 1 SCALE; I I/2 - I a SCALE: I I/2" - 1 O SCALE: 1 -.. 1'-0" SCALE: I" - I _0" 4 DO L5 _ 4 DO LS - @ 1'-4" OC VERT (n @ 11_4" OG VERT cm TYPICAL 8'° MASONRY USE (2) 5 @ CORNER" �- P1CAL 8?" MA NRY USE (2) #5 @ GARNERS, �- SEE 2A/L-20 WALL REINFORCED W/ WALL ENDS, AND WALL REINFORCED W/ NALL ENDS, AND FOP, ADDITIONAL #4 @ 11-4" OC VERT DOOR JAM5 Irw01r #4@ 11-4" OC VERT DOOR JAMBS 6"" NOTES #4 @ 21-0" OC HO I Z #4 C Z-O" OG HQRIZ ax&x16 CMU, GROUTED ( (2) #5 VERT AT ( (2) #5 VERT AT 1t DOWEL WALL 6x6x16 CMU SOLID 4 GONG FLOOR SLAB Hh RE I NFORG I NG CORNERS, WALL E S, GROU D SOL I D Ca NE S, WALL ENDS, W/ 6x6-W4xW4 WWM AND DOOR JAMBS) - AND DOOR JAMBS) AT MID-SEAS OVER 2 AND CMU SEE 2A/L-2a 4 CONIC FLOOR SLAB SAND FILL OVER 6 WHERE OCCUR FOR ADDITIONAL Wl 6x6-W1.4xW1. 4 AAM ---~. p„ SEE 2A/L-20 #E, HQRIZ GOVT �- " MIL POLYETHYLENE NOTES #5 HORIZ CONT < FOR ADDITIONAL < AT MID-SLAB OVER 2 MEMBRANE OVER . 24953 SECOND PLAN CHECK (REFER TO WRITTEN RESPONSES) 20 JUN Ob NOTES _ SAND FILL OVER 6 �� � 0-7 MIL POLYETHYLENE PREPARED SVSG DE ry ry MEMBRANE OVERFIRST PLAN CHECK (REFER TO WRITTEN RESPONSES) 51 MAY 05 PREPARED #5USGRADE 4 DOWEL s @ 2'-8" CITY FIN GR .00 DESCRIPTION OF REVISION DATE ���°� APPROVED: z x_x x-�-�--.x x-----x x-- WHERE OCCURS - _ _ � x x x x x x x--- z � x x x x x x-- ---x x x--- --�----x x � x x x x x-- � - ---x x x x x x �c � � � .��, . . . . . . . ... i. r _ �Q CITY OF RANCHO CUCAMONGA I fit III ►' 11= I I I l ISI I I 1=1 I ISI I► I ' ° T1 ► I I E-1 _ I I 'I I ISI I ►° =`►► ►�==�i I I i=111= I ! I-=±I - � I I=1 f ISI►ISI I ISI i ISI 11=1 11= 1 11= (2) 5 DONT _ ISI I 1=1 I ISI ' (2) #P COt�1T =_ = I I ISI ► --" ' -, 1 1==I II ISI 11=I I I III=1 !- IT � TOP 4 SOTTOM z - — TOP 4 BOTTOMS _ (3) EA ,1-1 I IAC f 311 ISII ; III ® � DETAILS= �(5) #5 CONT TOP 4 BOTTOM Cy 1511 oLR LI I m I _1_11 ALTERNATE-#3 HOOPS ( )B5 CONT TOP I 4 OG SEE PLAN TAILS aEE PLAN LA,N_ - P U LTE HOMES./DEL OTTO �--� I SEE PLAN ; APPROVED BY: ADATE: a CITY ENGINEER RCE: 24953 SEE PLAN ��'S� Cti, v R• M�< DESIGN PIAN PREPARED BY: RECOMMENDED SEE PLAN JRM JOHN LCHR,AIA ARCHITECT ,G 13 RE E AL DATE * DRAWN CALIFORNIA ARCHITECT LICENSE NO.C-3913 SHEET 3 RIL 2007 6779 TREELINE PLACE ,� �, WDM RANCHO CUCAMONGA,CA 91701 L- 0 OF 31 RA E E3 E A M fo—"A Zwoo/olk *tm—om U-0-ft T 1r*s,,1(rv- I N'T"E*R" I A On *Ko" 7`(oo"okl "UO'T I N 61A4F CAS-eFc CHECKER 909.268.8777 FAX 909.948.8677 DRAWING NO. 5CALE: 3/4"' = I'-'O" SCALE: 5/4" s II_Oli 4A aGALE: 5/4 = 1'-0" SCALE: 3/4 - 1'-0" 2A 50ALE: 5/4 - 1'-0" JRM 9 JUL 2004 DATE FILE NO All 0 V r BxIO SPLICE AT CENTER OF 0008 A5 REO D (SPLICES REGUIREm T�iLET m CAULK THROUGH BOLTS) CC08 a� PAPER N #4 HQ I a f 1 t_�tt OC 4" GONG 5QFF I T CLOSET YiATER #4 VERT @ 11-411 OG #4 HORIZ CENTERED ( ) #5 u 30" GLR� @ LINTEL 3rr as T. MASONRY 1 ELONGATED RIM +8-6 AT DRINKING a Le ' ° ' ' FOUNTAIN cv. _ +12-0" AT WOMEN ----- 1 _ -- 1'- GONG SOFFIT INKI N6 FOUNTAIN + 12'-0 5/5" AT iA URINAL WOMEN DOOR OPENING I i8"MIN WHE to I�" MIN # C� 1 -411 OG OCCURS �... 6"MIN r°`Q u ER TYPE I'—Q." f LEI*AU�ETS CLEARANCE 1 IN5ULATE 11 2-Q HOT WATER 4 IT r-- 4MAX DRAIN PIPES 8" MIN6" a"r MIN iiy�� {fit FOUNTAIN /�T ,�/ � j LjLl "N'TE'L A00"E551BL' U SCALE: I'° = 1'-0" 4 E3 50ALE: I" T 1'-0" SCALE: 1/4" = I'-O" 0 ALTERNATE #4 VERT (PREFERRED) #2 TIES CONDITION W/ VERT #4 CMU ABOVE IN BED IN ADJACENT SOFFIT JOINT • CELL GGQB NN I NG BAND (4) #4 VERT @ CORNERS - -- i4- 2)THROUGHOUT WALL EX ND VERT INF FULL HT OF WALL 33OT OMVI+ + 2 #5 VERTWA TYPE 1LL NOTE: AT LOCATIONS WHE IN END CELL THROUGH BOLTING-, 1 NOT POSSIBLE, GENTS D (AT WOMEN ONLY)+ + SIM SON CCO5 USE (4) 5/4"(P x 7" LAG 5G WS IN CELL Z#4 VERT GENTS D 2 HOOPS a 6" OC IN SED JOINTS �" � °� SECOND PLAN CHECK ( F R TQ W i N PQN5 5) 2a D6 M8xbx16, GROUTED SOLID, > F 1 BEA #4 HRI @ 2'-0" QG RUNNING BOND. CITY 5IMP50N GC05 �INFOROIN6 COND�TION5A 8 '"�1 WAL.L `��.���� DESCRIPTION OE REVISION DATEI A4 I A APPROVED: + GAu�.K FF I T BLOW RI DGS '--- -- HOOP c�c CITY OFRANCHOCUCAMONGA RUNNING BOND THROUGHOUT LL (2) #4 VERT f LIMIT OF ASONRY Sxx8 CMU SUMMIT / (2) #5 AT BUIL NG GOR.NERS (2) # VERT Cad WALL END # TIE @ bQG IN JOINT DETAILS 5/16 BAR 3/I , ( ) #2 TIE AT TOP #2 HOOPS 6" OC IN BED JOINT5 0 a ' (2) #5 BAR -- -- u $ #4 VERT o CORNERS 5x6x16, GROUTED SOLID, #5 HOOFSiMPSQN GCOB CMU GROUTED EXTEND VERT REINF FULL HT OF WALL RUNNING BOND. SOLID 4 VERT CENTERED ULT /DEL 21/4 MAX 21/4 MAX all-41100 APPROVED BY: DATE: ... � 3 I/a" MIN 04 HQRIZ @ 21-011 QG ����a ARCyI CITY ENGINEER RCE: 24953 HOOK END all MIN .;�CL R �� DESIGN PLAN PREPARED BY: RECOMMENDED E30TTOM VIEY4 OF R106E CONNECTION 1 II > �� I A5 ABOVE L I C A� T L -►. � 13 JRM JOHN M LCH ,AIA•ARCHITECT TO bX6 CMU COLUMN # RE AL DATE �itr CALIFORNIA ARCHITECT LICENSE NO.C-3913 30 RIL 2007 DRAWN 6779 TREELINE PLACE SHEET N'q � W®M RANCHO CUCAMONGA,CA 91701 L-21 OF 31 '00"111% "illimillk doom% ,On "ook 909.268.8777 FAX 909.948,8677 coop coop uc'Lo�ol VV HLOO;utftwe 4A raw Cool,L0101 E E -- CHECKED DRAWING NO. I SCALE: 1 1/2" = 1'�O" SCALE: 1 1/2" = I'-011 SCALE: 1'° r 1'�Q" JRM DATE 9 JUL 2004 FILE NO e r P boom own% #4 C�7 A L N 0 T i'-4" 0c #4 2- ` GENERALGONG TE BLOCK MASON ROOFING \\ r7 1111, 1 . MATERIAL AND WORKMAN5H I P: CONFORM TO 2001 1 . CONCRETE BLOCK:: A5TM C-410 ' '6 E N UNITS. 1 . INSTALL TILE I N ACCORDANCE WITH THE 2" u %I - - 2-#5 01 `�" CALIFORNIA UILDING COD AND 2001 CALIFORNIA SEL:" D WINGS FOR PATTERN. TOOL ALL JOINTS MANUFACTURER' S HIGH WIND 5ECIFIGATIONS G.M.U. 4 G.M.U. FIRE CODE, AND RCFPD ORDINANCES 15 AND 5cl WITH LARGE D I AME TOOL TQ PRODUCE 5L I GHTLY GROUT SOLID N G SOLID G ONCAVE FINISH. 2. INSTALL TILE OVER 1/16" PLYW00P AND ALL CELLS :, ALL �' 2. NOTES ANDD TAILS OND AW I N65 TAKE PRECEDENCE 2x6 50L I D SHEATH I Nb W/ 1x2 BATTENS ALONG SPAN ALONG SPAN OF LINTEL OF LINTEL. OVER THESE GENERAL NOTES. MORTAR 3. ANCHOR EAVE TILES WITH HURRICANE CLIPS 2- ® 2-#5U 5. VERT ALL DIMENSIONS AND SITE CONDITIONS 1 PART PORTLAND CEM T r, BEFORE STARTING WO K. NOTIFY ARCHITECT OF 4 PARTS SAND 4. NAIL ALL FIELD TILES LINTEL.. � LINTEL -- 1 /4 MIN. TO 1 /2 MAX. PART HYDRATED LIME BLOCK BLOCK ANY DISCREP . . 5. SET HIP, RIDGE, AND RAKE TILES IN MORTAR 1/2 lo L5.LOCA ALL EXISTING UTILITIES, WHETHER OR NOT 5. GROUT; OR APPROVED ROOFER' S MASTIP DO NOT SPLICE CHORD REINF. IN 11415 AREA SHOWN HE ON, AND PROTECT THEM FROM DAMAGE NOOK ENDI/4 L THROUGHOUT CONSTRUCTION PERIOD. I N THE EVENT 1 PART PORTLAND CEMENT (0. ANCHOR RAKE TILES W I TH A MINIMUM OF 2 3 PARTS SAND NAILS LINTEL. IS LESS OF DAMAGE, REPAIR O LACE DAMAGED WORK AT `~ 2_ THAN 2'»O" NO EXPENSE TO OWN R. 2 PARTS PEA GRAVEL HATER SUFFICIENT TO ALLOW GROUT TO 5. DESIGN, ADEQUACY, AND SAFE OF ERECTION FLOW INTO ALL JOINTS. BRACING, SHORING, MP SUPPORTS, ETC. , ri IS THE 50LE RESPONSIBILITY OF THE CONTRACTOR, 4. GLEAN CONCRETE 5URFACE5 OF ALL LAITANGE #401600.0. AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT. PRIOR TO SETTING OF BLOCKS. U.N.O. EMPLOY ALL MEASURES N CE55A TO MAINTAIN THE GROUTSOUD p STABILITY OF THESTRUCTURE THROUGHOUT 5. MAINTAIN VERTICAL ALIGNMENT OF CELLS AS ALL CELLS QUI D TO PROVIDE A MINIMUM UNO UG s,,� CONSTRUCTION GT I ON PERIOD.. ALONG SPAN • ;•. CORE OF 3"X3° , A OF LINTEL , •�•. 2-#5 FOUNDATION 6. GROUT SOLID ALL CELLS. 2'-0 8 FIRST GROUT ALL CELLS CONTAINING REINFORCING, G.M.U. STIRRUP 1 . DE5 I GN 50 I L BEAR I NG P 55U E (5$P) = 1 , 600 ANCHORS, I N5E T5. 2-#5 U.N.O. P5F, PER 5011-5 I NVE5T 16AT I ON PER OJ. NO. 020005-001 LINTEL. DATED 1 -25-2000 A5 PREPARED BY LE I GHTON 4 A5500 1. TOOL ALL JO I NTS TO TIGHT, SLIGHTLY CONCAVE OPEN)NCS CHINO, CA. MAINTAIN THIS PORT AT FINISH BLOCK THEPROJECT SITE AND COMPLY WITH ITS 4d (4"MIN) ` 2» lei U I REMENT5. LUMBER `" 2. FILL: CLEAN, NON-EXPAN5IVE MATERIAL FREE OF b i 4 ALTERNATE ELEVATION ORGANICS; PLACE UNDER CONTROLLED COMPACTION 1 . LUMBER: DOUGLAS FIR OF THE FOLLOWING G DE5 a UNLESS NOTED OTHE IBE. MAXIMUM MOISTURE � UNLESS NOTED ISE. TYPICAL ASONRY LINTEL TYPICAL LINTEL INF. CON NT: 1 69b -� 2-#5 U.N.o. 3. EXCAVATETO F I M, UNDISTURBED NATU L SOIL FOR FOOTINGS, OR IN ENGINEERED COMPAQ D FILL REPETITIVE USE MEMBERS 0 = DIAMETEROF B (MINIMUM) 12 MIN. 2-#5 U.N.O. 8"O.G. JO I STS AND RAFTERS d =BAR DIAMETER T REINF-y F SUCH FILL 15 DETERMINED D TO BE REQU I D. D p bd FOR#2 TO#8 INCLUSIVE 2 X 4 TO 4 X 4 INCLUSIVE NO. 2 D = Sd FOR#q,10, 4 11 •. : f A vi 4. D I ECT ROOF AND AREA RUNOFF ANDA A DRAINAGE 2 X 6 TO 3 X 16 INCLUSIVE NO. 2 0 = IOd FOR#14 4 18 • , AWAY FROM U T LD I N IN ALL D I GT I ONB. SINGLE USE MEMBERS HOOKS AND BENDS BEAMS HORIZ REINFwc;v'&r'1mr' G.M.U. G RE I NFOC I NG STEEL 4 X NO. 2 G.M.U. PLAN T SOLID 6 XOR LARGER Np. 1 C SPLICE PLAN A5 HORIZ.REINF. REINF 1 . COMPLY WITH AS A615, G DES AS FOLLOWS: POSTS AND MULLIONS FOR GONG. TYP I GAL JAMB TYPICAL PIER 4 X 4 AND SMALLER Np. 1 #5 AND SMALLER A5TM GRADE 40 4 X 6 AND LARGER NO. 1 Rr=I NF a MA5. CFr=N I N6.p 6 AND LARGER ASTM GRADE 60 6 X 6 AND LARGER NO. 1 48 D FOR MASONRY UNLESS NOTED OTHERNI5E. M 15GELLANEOU5 LUMBER BLOCKING, FURRING, ETC. NO. 5 LAP SPLICES ix3 KEY 5/4" GONG.SLAB ON E 2. U5 LOW HYDROGEN W LD I N& RODS FOR ALL WELDING DECKING AND SHEATHING 01* REINFORCINIS5 BARS. DO NOT WELD #6 0R LARGER BARS. 2x, 5x, 4X COMM" L. PEX. . STOP REINF.AT.JOINT "t"SLAB THICKNESS L5. LAP PLICE5 AT CONTINUOUS BARS, TYPICAL WALL . COMPLY WITH GRADING AND DRESSING RULES 16 REINFORCEMENT LAP SPLICES IN INCHES REINFORCING, AND VERTICAL COLUMN REINFORCING: OF THE WEST COAST LPUMBERMEN`5 ASSOCIATION. _x__x 40 BAR DIAMETERS MINIMUM LAP IN MASONRY, AND BAR 51ZE 4 5 b 8 10 II -� -� 50 A DIAM T MINIMUM LAP IN CONCRETE. USE PRE55U TREATED DOU6LA5 FIR ATA L 6"xb" IOGAIIOGA L.00AT I ONS BEARING ON GONG OR MASONRY I F G GRD GR160 G G GRID G WWM CENTERED 4. BPL I G REINFORCING ONLY AS SHOWN OR NOTED. LESS THAN 4' -O" ABOVE GRAPE. FG PSI 40 60 40 6 60 60 60 60 IN S I'-6!! I'_b!! OBTAIN ARCH I GT 5 APPROVAL PRIOR TO MAK I G SPLIC 5 AT OTHER LOCATIONS. 4. STRUCTURAL PLYWOOD: 1�c1"1 PLYWOOD DESIGN CLASS 12 11 21 21 31 48 61 18 qb TOP 5AR5 SPEC I F Z GAT I ON 4 LATEST AMMENDMENT5 A 2500 12 12 15 Iq 26 35 44 56 68 BOTTOM BARS NOTE 5. SPLICES IN ADJACENT HORIZONTAL WALL GLASS 1 22 21 35 48 65 80 101 124 TOP BARS �TRUGTION JOINT 30'-0"O.G.MAX REINFORCING A S: 4' -0" MINIMUM UNLESS NOTED 5. DO NOT OUT STRUCTURAL MEMBERS FOR PIPES, ETC, B 0 12 16 20 25 34 45 51 13 88 BOTTOM BARS OTHERN15E. UNLE55 I ND I GATED OR NOTED OTHERNI5E. NB Ti N J 1htT . GL.ASB 250® Iq 2q 36 46 63 62 104 132 163 TOP BARS TTOM B 6. PROVIDE DO L5 I N FOOT I NG5 AND/OR GRAVE BEAMS 6. INSTALL 3x SOLID BLQGK I N6 BETWEEN JO T ST 0 G 14 2O 26 33 45 5q 14 q5 IIb RAFTERS AT ALL SUPPORTS. THE SAME SIZE AND NUMBER AS VERTICAL WALL OR I I I - i SAW GUT JOINT 0VS" LONG.S ON G COLUMN I NFO GING, WITH MINIMUM PROJECTION NOTES: 15'-0"-20'-0"O.G. ' QUAL TO TANDA LAP BPL I CE UNLESS NOTED '"1. BORE HOLES FOR BOLTS 1 /5211 TO 1 /16" LARGER 1. VERTICAL KALL REINFORCING SHALL BE GLASS"G"AS FOR TOP BARS, MAX "t"SLAB THICKNESS OTHERNISE. S T D0 LS TO ALIGN PROPERLY WITH THAN NOMINAL BOLT DIAMETER. BUT NO LESS THAN 40 DIAMETERS. 2. HORIZONTAL REINFORCING SHALL BE GLASS "B"AS FOR BOTTOM BARS, COR SPOND I NG CORES I N HALLS. a. PROVIDE ALL BOLTS BEARING ON WOOD WITH BUT NO LESS THAN 40 DIAMETERS. STAG&ER LAPS. --x- x x x x-----x _x x WASHERS UNDER HEAD AND/OR NUT. SEE SCHEDULE. "1. SEGO ALL E I NFQRG I NG, ANCHORCTS, AND OTHER INSERTS IN PLACE PRIOR TO PLACING GONG O GROUTING MASON �. TIGHTEN ALL BOLTS PRIOR TO APPLICATION OF FULL HEIGHT b"xb" IOGA(IOGA NOTE: PLYWOOD, ETC. nW OENTERED 170 NOT USE PRE MOLDED 5. PROVIDE THE FOLLOW I N6 MINIMUM CLEARANCES EDGE of IN STRIPS TO FORM ET EN I NFORC I NG 5 L AND ADJACENT 10. USE S I MPSON "GC" , 110511 , OR "50 HALF BASE" 3a! MAS 5!! IINIEAKENED PLANE JOINTS MATERIAL. CONNECTORS AT BABES AND GAP5 OF ALL POSTS I UNLESS INDICATED OTHERWISE. N L N J INT r -7 2" 2» LOW GRAPE (UNFORMED) 5" CLEAR a! 11 . CONNECTING HA WA , JOIST HANGERS, TIE 2- BELOW GRADE (FORM D) 2 CLEAR O,�„ HALLS 1 a! CLEAR BT P5, ETC. : B T MPBON "BTRQNG--T Z E" UNLESS I INDICATED OR NOTED OTHERWISE. 21-011 HOOK BARS W ,! C1. OBTAIN ARCHITECT' S APPROVAL Z TO EDGE OF MA5.15 2-0 1'-6"MIN 2' S THAN 2'-O" G � N I NG # O LARGER I NFQRG T N6 BARS. COMPAQ NAILING ,,,, y X x S FROM ING LINE MUM SLA REINFORCEMENT AS 5HOWN. BACKFILL + <� G.I.SLEEVE 2 !! 10. PROVIDE I D MINI 1 . NA I L T NG LISTED BELOW 15 APPLICABLE CABLE THROUGHOUT " ' , `"� " 2-#5 -=_ ,=� "�' LA THAN PROJECT UNLE55 INDICA DOR NOTED OTHE ISE. a f PIPE(TYPICAL) CONCRETE »- BLAB ON GRAPE24953 SHOWN IN OR SECOND PLAN CHECK (REI=E TO WRI N SPON ) 20 ,JUN 06 � �`�! � 2� NAHIRE SNAILS XWHE C©NAQLING 15 SHOW USE GOMMGN ® 5 1 . MIX: 2500 P5I @ 6 DAYS CONNECTION DETAILS. 2 D0 � MAKE BARS GONTINUOU F=IRST PLAN CHECK (REFER TO WRI N SPONS 31 MAY 05 OPENING BELOW = 1_ 2. SLA FINISH: L I HT QOM FINISH UNO LINES UP. � NO PI ALLOWED 5. NAILING SCHEDULE ��.,���� x �r�3 t'�, "" IN THIS PORTION M PITY .. DESCRIPTION OF REVISION DATE O O NIN -- � JO I BTB OR RAFTERS AT ALLOPEhAPPROVED: f {� _ i li OF FOOTING BEAR I N65: TOE NAILS EACH IDE -� 5D a OF RANCHO �JA�C �1A LQGK I NG BETWEEN J0 I BTB OR ,�,�,. CITY FOR EMBEDMENT OF BOLTS I � )( RAF RS: USE SCHEDULE UNLESS ( 3-O MAX. 5 TO JO I BT5 OR RAFTERS, SUMMIT OTHERWISE NOTED. FTG.50 THAT(ONG. TOE NAILS EACH SIDE, EACH END 2 - 10D 94 ° NO EXCAVATION FILL GOES NOT I" MIN �: EMBEDMENT 51 ZE EMBEDMENT BELOW E z -I- 1`XG 3'"0" TO JO I BT OR RAFTER BEARINGS, GENERAL NOTES LINES TOE NAILS EACH SIDE 2 - lop Q ) STANDARD DETAILS I" 5 OUT AROU I/2ITO 4" '� �" °o BOLT IN MASONRY 2 FR06RES5IVE BLOCKING 4 5/6!!4) 4!! CONCRM FILL SAME WIDTH RAFTER TO BLOCK AND BLOCK a! !! 1 FOOTING AND FULL WIDTH OF TO CONTINUOUS NAILER 2 - 16D PULTE HOMES/DEL MACHfNE BOLT (MB) GH(TRENCH WIDTH= PIPE SL EEVE. ...° °7/S"� 6" + I`-6"MIN,) PLACE FILL BEF .�...._..__.,�, ., �.- BOLT AB PL.YWQQD NAILING: 5EE DETA I LB DATE, -. ,� ° O ANCHOR ( ) GED APPROVED E3'(: a !! .1!! FOOTING 15 PLA AND/OR OR SCHEDULE CITY ENGINEER RCE: 249 . 14� ��S�D ARCy G.NGRETE OR MASONRY NOTE: DESIGN PLAN PREPARED BY: RECOMMENDED FOR PIPES M THAN 3'»0"BELOW BOTTOM OF FOOTING, NCH MAY BE BACKFILLED WITH CONTROLLED,GOMPAGTED FILL. >Q ��' Na.c �a ,JRM JOHN MELCN ,AIA•ARCHITECT RE ALD E DRAWN CALIFORNIA ARCHITECT LICENSE NO.C-3913 SHEET PRIL 2007 6779 TRE LINE PLACE WDM RANCHO CUCAMONGA,CA 91701 L-22 OF 31 4-ow IL 1 111111111111111111 000% 1AI F OF CaL�F 909.268.8777 FAX 909.948.6677 DRAWING No. CHECKED NT"E!TAILS 1'- s JUL 200 4Alto NO SCALE NO BGALE JRM DATE FILE NO Owl"IXTURE SCHEDULE GENERAL NOTES 'jakpomm'm— PLUMBING LEGEND AND SYMBOLS am DESCRIPTION WASTE TRAP VENT CW HW REMARKS MANLIF NO. 1. THE TOTAL INS TALLA 77ON SHALL COMPL Y W1 TH ANY AND ALL REQUIREMENTS OF THE LEGA LL Y SYMBOL ABBREVIATION DESCRIPTION CONSTITUTED AUTHORITIES HAVING JURISDICTION INCLUDING 2001 UBC WITH CALIFORNIA DETAIL Na AMENDMENTS AND 2001 UMC/UPC WITH 2001 CALIFORNIA AMENDMENTS. DETAIL REFERENCE PENAL-WARE #1679-1 (�_SHEET No. ` WC--I WA TERCL OSET 4" INT. 2» 1-112). -- ADA COMPLIANT WALL MOUNT W/f795-35$WALSLEEVE 2. THE CONTRACTOR SHALL V1SlT THE SITE PRIOR TD BID AND SHALL THDROUGHL Y FAMILIARIZE A HIMSELF WITH THE EX/STING CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO WORK. P-� SECTION REFERENCE W/APPROVED VACUUM BREAKER WOODFDRD MODEL #24LP STACK/RISER tri-1 HOSE BIBB — - -� 3/4" - LOCA TE dUNDER LA V L 0ODR KRY W/BACKFLOW ALL INDICA TED DIMENSIONS ARE APPROXIMA TE AND ARE GIVEN FOR EST/MA TE PURPOSES ONL Y. ID. No. PLUMBING STACK OR RISER REFERENCE .. .__...e AS READ BY CITY WALL HUNG (1.5 GPM) DURA--WARE #1953 W/OP BEFORE PROCEEDING WITH THE WORK THIS CONTRACTOR SHALL CAREFULL Y CHECK AND VERIFY EQUIPMENT ! -1 LAVA TORY 2" 1 1/4" 1 1/2" 1/2" 1/2" ADA COMPLIANT VAL VE 17X6 ALL DIMENSIONS, SIZES, REQUIRED CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY& 1:E ES QNSIBILlTY FOREQUIPMENT REFERENCE -- -- TRAP ENCL THE FI TTING OF ALL EQUIPMENT AND MA TERIAL S HEREIN REQUIRED To OTHER PARTS OF THE ID. No. J,R. SMI TH X2005--A�-R--PB WORK OF O THER TRADES. RW _ RW RECLAIM Yt'A TER FD 1 FLOOR DRAIiV 2" 1/2" 1 1/2" -- -- W/ TRAP PRIMER 5 SQUARE TOP ------�---- GA --- - 4. THE DRAWINGS ARE ESSENTIALL Y DIA T1C TO THE EXTENT THA T ALL OFFSETS, BENDS, CA COMPRESSED AIR TRAP PRIMER CONNECTION WALL MOUNT HAWS MODELfl119 SPECIAL FITTINGS AND LOCATIONS ARE NOT EXACTL Y LOCATED. GCAO COMPRESSED AIR OUTLET DF-1 DRINKING FOUNTAIN 2" 1 112" 1 1/2" 1/2" ADA COMPLIANT W/6700 MOTING PLATE -- CW COLD WATER -- SS FINISH 5. IN THE PREPARA TION OF THESE DOCUMENTS, CERTAIN ASSUMPTIONS ARE MADE REGARDING --- - HW HOT WA TER WALL HUNG (1.0 GPF) PENAL-WARE#1707 EXISTING CONDITIONS. SOME OF THESE ASSUMPTIONS MA Y NOT BE VERIFIABLE WITHOUT U--1 URINAL 2" INT 1 1/2" 3/4" - Q 17',AFF MAX. CONTROLS W/#1795-41 EXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE �' HWR HQT WATER RETURN 0144 AFF MAX WALL SLEEVE PORTIONS OF EXISTING BUILDINGS AND/OR EQUIPMENT. THEREFORE, THE ENGINEER SHALL NOT BE S or W SOIL or WASTE ABOVE GRADE (or FLOOR) TP-1 TRAP PRIMER PRECISION PLUMBING HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS INCURRED DUE TO EXIST/NG S or W PIPE BELOW GRADE (or FLOOR -- 1/2" - WITH ACCESS PANEL PRODUCTS 'l'R1ME;,RITE"' CONDITIONS ( ) 1/2 INLET & 1/2 OUTLET --- --� `-- -- ~~~- V PLUMBING VENT WHA- WATER HAMMER ARRES TDR PRECISION PLUMBING 6. 1 TEMS REL TED TO PLUMBING UTILI TIES AND/OR OTHER SERVICE(S),• MA TERIALS, LABOR, PERM1 T5; PO POP-OFF DRAIN LINE 1 - - VARIES - SEE PL ANS FOR SIZE PRODUCTS SC-SERIESFEES ETC HA WITH ACCESS PANEL , SHALL BE VERIFIED WITH THE RESPECTIVE SERVING UTILITY COMPANY PRIOR TD CWV CWV COMBINA TION WASTE AND VENT SUBMISSION OF A BID. THE ACT OF SUBMITTING A BID SHALL CONSTITUTE FULL RESPONSIBILITY GOND GOND CONDENSA TE DRAIN OF THE CONTRACTOR TO INSTALL SERV/CE(S) IN COMPLIANCE WITH THE REQUIREMENTS OF THE SD SD STORM DRAIN ABOVE GRADE or F' SERVING UTILITY COMPANY AND THE MECHANICAL ENGINEER. THE CONTRACTOR SHALL BE ( FL' RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING UTILITY COMPANY EXCEPTING THE FIRST RD/OD R010D ROOF & OVERFLOW DRAIN ABOVE GRADE (or FLOOR) BILLING DEPOSIT. G G GAS LOW PRESSURE 7. THE CONTRACTOR SHALL COMPL Y WITH ALL CONTRACT DOCUMENTS IN LA Y/NG OUT HIS WORK AND MPG MPG GAS MEDIUM PRESSURE EQUIPMENT: HE SHALL COORDINA TE THE WORK OF THIS SECTION WITH THE WORK OF OTHER LPG LPG LIQUID PROPANE GAS TRADES AND ALL JOB CONDITIONSS, AS AS AUTOMA TIC FIRE SPRINKLER _ 8. THE INS TALLA TION OF ACCESS PANELS OR OTHER INDICA TING EQUIPMENT OR SPECIAL TIES cs CIRCUIT SETTERSOV SHUT OFF V REQUIRING READING, ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE AL VE ` CON VENIENTL Y LOCA TED WITH REFERENCE TO THE FINISHED BUILDING. CV SWING CHECK VALVE 9. ALL EQUIPMENT AND FIXTURES INSTALLED UNDER THIS CONTRACT SHALL BE HUNG OR ANCHORED PRV PRESSURE REDUCING VAL VE PTR IN ACCORDANCE WITH TITLE 24, TABLE NO 16 A-0. PRESSURE--TEMPERATURE RELIEF VAL VE RPBFPi REDUCED PRESSURE BACKFLOW PREVENTER 10. THE INTENT OF THE DRAWINGS AND SPECIFICA TIONS IS TO CONSTRUCT THE PROJECT IN w ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. DN i PIPE DOWN UP PIPE UP 11. WHERE MATERIAL IS SHOWN ON THE DRAWINGS BUT NOT SPECIFIED, lT SHALL BE OF THE SAME DIV TEE DOWN V TYPE AND QUALITY AS EXISTING MATERIAL. UP TEE UP 12. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE ALL REQUIRED HYDRAULIC CALCULATIONS AND 0- C PIPE RISER & PIPE DROP FIRE SPRINKLER HEAD LOCATION IN ACCORDANCE WITH NFPA 13 TO THE LOCAL FIRE DEPARTMENT .�.. (UP AND DOWN) FOR REVIEW AND APPROVAL OF THE FIRE PROTECTION SYSTEM. FCD FLOOR CLEANOUT I WCO WALL CLEANOUT 13. TEST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENTS OF THE GOVERNING AUTHORITIES I CO CLEANOUT PLUG 14, ALL CLEANOUTS SHALL BE INSTALLED WHERE READIL Y ACCESSIBLE AND LOCA TED AS PER CODE CO.T,G. YARD CLEANOUT or CLEANOUT_TO GRADE REQUIREMENTS THE CONTRACTOR SHALL COORDINA TE ALL CLEANOUT LOCA 77ONS W1 TH EQUIPMENT 1 CAP ON END OF PIPE CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION N8 HOSE BIBB WITH VACUUM BREAKER 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PA TCHING AND REPAIRING ALL PA VED AREAS WHA & IP WA TER HAMMER ARRESTOR & TRAP PRIMER WHICH ARE EXCA VA TED AND/OR DAMAGED BY HIS OPERA TIONS. IN ADDI TION, THE CONTRACTOR BV BALL VAL VE SHALL RESTORE TO THEIR ORIGINAL CONDITION ALL PLANTED AREAS DAMAGED BY HIS GR GAS REGULA TOR OPERA TIONS. GC GAS COCK (or GAS STOP) 16. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THA T INTERRUPTION TIME WILL BE A.P. ACCESS PANEL AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL 61 VE THE OWNERS REPRESENTA TI VE SUFFICIENT ABV: ABOVE NOTICE OF SUCH INTERRUPTIONS AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNA TED BY THE OWNERS REPRESENTA TI VE: BEL., BELOW CLG CEILING 17 ALL EXTERIOR WA TER SHUT=-OFF VAL VES BELOW GROUND SHALL BE INSTALLED IN YARD BOXES CONN CONNECT/ON WITH COVERS CONSPICUOUSL Y MARKED "WA TER SHUT=-OFF'" RESPECTIVEL Y, CONT CONTINUA TION (E)/EXIST. EXISTING A No "0" 2 '0*" w""A '0� 1E A UHUH U NU t:JHA(;INU NUTEZ43" (N) NEW DN DOWN H.C HANDICAPPED 1, ALL MECHANICAL. EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IE INVERT ELEVATION IN ANY DIRECTION USING THE FOLLOWING CRITERIA: NC NORMAL Y CLOSED FIXED EQUIPMENT ON GRADE 207 OF OPERA TING WEIGHT NO NORMAL Y OPEN 2.42 East Airport Drive,Suite#207 P.0.C. POINT OF CONNECT/ON son Bernardino,�A�2 FIXED EQUIPMENT ON STRUCT 30 ' OF OPERATING WEIGHT P.D.D. POINT OF DEMOLITION one:909-890-3700 Fax:909-890-3770 TYP. TYPICAL F.r6ail:cad@designwesteng.com 2 POWER DRIVEN PINS SHOT PINS SHALL BE A MINIMUM OF 0145" DIAMETER BY 1 1/2" LONG AND U 0.N UNLESS OTHER NOTED EMBEDDED A MINIMUM OF 1 1/4" INTO THE CONCRETE: TEST PINS FOR 2001 PULL—OUT LOAD ON 50�' VTR VENT THROUGH ROOF OF THE FIRST 2D PINS INSTALLED BY EACH OPERA TOR. IF ALL PINS PASS THE PULL TEST, THEN TEST °FDESIGN WESTENGINEERING 10/0,/, OF THE REMAINING PINS INSTALLED BY EACH OPERA TOR: W/ WI TH MECHANICAL ENGINEERING&ENERGY CONSULTANTS FU PLUMBING FIXTURE UNIT ` . PIPES; DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER THE SMACNA "GUIDELINES FOR SEC COND SECONDARY CONDENSA TE SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS" THE "'SUPERSTRUT SEISMIC RESTRAINT SYSTEM" FOR PIPES AND CONDUI IS OAIL Y. PIPE MATER"'LIAL %*jUrIED6ULE t FIRST -- PLAN CHECK (REFER TO WRITTEN RESPONCES) 31 MAY 0 1 . DESCRIPTION OF REVISION DA.; CITY Pipe Material Type of Pressure Shut,-Off APPROVED: Service Weight Join is Fittings Rating Valve '(1 MaterialPSI. SwP �(? MONGA Cold Water -� Cast Bronze/ - Ab v. Ground Copper L Tube Soldered Wrought Copper 125 Ball � IT t� Check w PLUMBING LEGEND, Cold Water Gast Bronze/ � Below Ground Copper K Tube Soldered Wrought Coper 125 Ball ' V sSCHEDULESp DETAILS Nat Water Cast Bronze Abv. Ground Copper L Tube Soldered '7 125 Ball Wrought Capper P U L T E HOMES/DEL Vent Service Weight No-hub N/`A N/A N/A APPROVED BY: DATE. Cast Iron CITY ENGINEER @RpFEWo, _..11 1, RCE: 24953 Wash' & ',,4.��� MUND � DESIGN PLAN PREPARED �Y: RECOMMENDED Soil No-hub N/A N Gcst Iran /A NIA :;0 SMS JOHN MELCHER, AIA ® ARCHITECT _.. ..w .._..._ Soldered Bronze /� N Drams Copper L Tube 125 DRAWN CALIFORNIA ARCHITECT LICENSE NO.G-3913 ='XP 6779 TREELIN PLACE 'Al i CNAWC, "��'n SMJ RANCHO CUCAMONGA,GA 91701 L-23F 1 OF �© 909,268.8777 FAX 909.948.8677 GAL` CHECKED DRAWING NO, __. TM DATE Q//09/� G4 ►L: NO 717 1121' TYP. WA TER HAMMER r ARRESTOR PRECISION PLUMBING -�. —REFER TO PLANS 'r PRODUCTS TRAP FOR SIZE AND PRIMER VALVE. LOCA TION, 10'0" -18"MIN - TRENCH EXCA VA 77ON 4"MIN. REFER TO PLANS DISTRIBUTION UNIT - `..• �-- PIPE MUST BE SUPPORTEDFOR SIZE AND WHERE REQUIRED. NO PIPE SHALL PASS THkU ._ ._ ....___.._... '+' BY UNDISTURBED EARTH, LOCATION OF THIS PORTION OF FOOTING. ° PIPE. a .• r TYP. BOTTOM OF FOORNG, __.. 24" MAX, _._.._........._. °' . -- TO FLOOR DRAIN TRAP. FLOOR DRAIN TRAP PRIMER PIPE SIZING AND ' DISTRIBUTION CHART SELECTION TABLE 6"MIN _.__. •`.. `�� PIPE PPP FI Na OF PRIMER MAX. ON 15 USE STAND DISTRIBUTION xTURE cRass - PIPE SLEEVE DRAINS MODEL SEC. PRESS PIPE STYLE UNIT IS SIZE UNITS REF. PDI j- DROP. BOTTOM OF TRENCH I P-2 2 OZ, STRAIGHT NOT REQUIRED 112n 1--11 A EXCAVA770N SHALL �.._.-- _ 314" 12-32 B NOT EXTEND BELOW .�``- 2 2 P-2 2 OZ. STRAIGHT 2 OPENING "`— 1" 33--60 C THIS LINE 3 P-1 5 OZ. S7RAIGH r 3 OPENING 1 114" 61--113 D 4 P--1 5 OZ STRAIGHT 4 OPENING 1 112" 114-154 E 2" 155--330 F P%I F"&E T OH"0 Hmft Ul F C)' ''0& T I&N'G 0 Uw` E T A I L 33 T R A P F1 I M E Hwwft E T A I L W A T FER H"A M Mw EH'"ft A R*Hm" E%`3 T u" R" im)"OE T A I L K TURN FLASHING DN f INTO VENT PIPE _I n MIN. FOR CONT. SEE CIVIL ORA WINGS j�-ROOFING OVER BASE . PROVIDE APPROVED 2" h . CW s 0.V IN CONC YARDBOX 6 LBB, SOFT LEAD FLASHING 2" (25 FU) SEE ARCHITECTURAL DOGS. FOR ROOF 8"MIN DF � CONS77?UC770N I 3n VITA 17D 1-112" 1 314,7 (UNDER DF) It w VENT PIPE 7NRU. ROOF 314" CW DN 2" CW UP , 2,7 FACE OF WALL SEE PLUMBING ROOF IF WCO PLANS FOR SIZE& LOC. L I WOO/ 21 (TYP OF 2) To I 1 o FULL SIZE HEADER I n i I TYP OF 2) 2,7 2 ^4 J n j I ® •. "� 242 East Airport Drive,Suite#207 211 San Bernardino,CA 92408 V'ENT THROW "EMETAIL WCO U I Phone: 00aa-90 TP 1-1 2" CW DN l 2 1 Email:cadCdesignwesteng.com ! 4" I /1--112" �A I DESIGN WEST ENGINEERING MECHANICAL ENGINEERING&ENERGY CONSULTANTS 4" WCO 4 I WCO I (TYP OF J) WHA s � I I 1—112 { fir'` /WILD • 24953 r ®' TP FIRST — PLAN CHECK (REFER TO WRITTEN RESPONCES 31 MAY 05 477 CITY DESCRIPTION OF :REVISION DATE_ APPROVED: Fa CITY OF RANCHO CUCAMONGA 7, (TYP OF 5) Q RANCHO SUMMITM PARK B carew - �. U ! , a �, o VENT FLOORPLAN AND DETAILS 4" (16.5 FU,) JE —1' 10" ���~ - FOR CONT: SEE CIVIL DRAWINGS PULTE HOMES/DEL W rE__ B APPROVED BY: DATE:. �OESS/a CITY ENGINEER ROE; ?-353 �,�pl��'' MUN �t{f� DESIGN PLAN PREPARED BY:a on AL EL 0 RECOMMENDED '`�• , E Al IL JIL 0 L 0 own& ww1b' L L mBINU FsMi JOHN MELCHER,AIA ,, ARCHITECT VM M CALIFORNIA ARCHI`iECT LICENSE NO,C-3913 DRAWN t I E i SCALE' 114" = 1J--D" -K X . OEi--30--2006 6779,TREELINE PLACE ANiC�� \Q SMJ RANCHO CUCAMONGA,CA 91701 f.. - 1 � CHECKED 909.266.8777 FAX 909,948.8677 DRAWING N0. TM DATE 07 f 09/2004 -- FILE NO WAS9.00MM KNOX 5OX IN57AL.L.A710N ARTICLE 87 FIRESAFETY DURING CONSTRUCTION, ALTERATION OR OEMOLITION OF A BUILDING SECTION 8701-SCOPE on each floor there shall be.provided a 21/rinch (63.5 rnm) consuuction material shall not block access to buildings, by- 8706.4 Cutting and Welding. Demolition operations invoiving cutting and welding shall be in accordance with Article 49, Buildings undergoing construction,alteration or demolition shall valve outlet for fire depmaient use.Where construction height rt-- drants.or fire appliances. 9706.5 Burning of Combustible Waste. Combustible waste be in accordance with Article 87. 9*"installation of a Class M standpipe,fire,pumps and water 8-704.16 Emergency,Telephone. when required by-the chief, olition n pe nstruction site for material,trash and rubbish shall not be burnedat tbc dem, erial shall be re main connections sball be provided to serve the sta dpi telephone facilities shall be provided at the cO ved.Accumulations of such mat ........:: site,unless appro ication of the fire department.The nirnize the ha=ds ssary to rW the purpose of emergency noff moved 8704.43.2 Temporary studpipes. Temporary standpipes are from the site as often as nece Rancho Cuca.monga� Fire Department SECTION 8702-PERMITS td in place of pennwent systems if they are street address of the construction site shall be posted adjacent to allowed to be provich tons(1893 L)of water per minute at the telephone together with the fire department telephone number. thereftorn. "k, arri oval operations regulated by des1kned to furnish 500 PI For permits to conduct asbestos-rem AJ Rim Safety Division. E"tand pressure with a standpi 8706.6 FireWatcb. When required by the chief for building de Section 8707,see Section 105,Permit a.4. 50 pounds lier square inch(345 kPa) Pe S704.1*1 Fire-protection Plan. When required by the chief,a qualified personnel shall be All outlets shall not be moution which is hazardous in nature, size of not less than 4 inches(101.6 mra) fireprotection plan shall be established. -site Ir=watch.The sole duty of fire- leAs than 21/2 inches(�3.5 mm).Pumpirig equipment sufficient to provided to serve as an on ire, SECTION 8703 APPROVALS provide Ns pressure and volume sball,be av0able at all tirno watch personnel shall be to watch for the occurrence Of f A N C H 0 �C U C A M 0 N G A Approval of when a Class M standpipe,system is required. SECTION 870S ALTERATIONS OF BUILDIN ASBESTOS REMOVAL the safety precautions required for bu"ngs being Title�. Rancho Cucanio,flga Fire District or demolisbed may be required by the chief In 8704.4.33 DetaHed requirements. StandPiPe systems for 8705.1 General. Alteration$of buildings shall be in accordance SECTION 8707 constructed,altered ection 9704, zw addition to other app6iials i4died for tp6a&o&nWoiii or pro- buildings utider construction shall be installed as required for per- with the Building Code.applicable Provisions Of S S707.1 GeneraL operations involving removal of asbestos or Knox Box Installation for 3200 Series Knox Box cesses associated with such construction,alteration or demoliaon. manent standpipt systems. and Section$705. asbestos-conWnlng materials from buildings shall be in accor- t -f Pf -110 N Z T P LT C T 10 K E Q V C _E 6 EXCp is pro- pTION. Bulldwp desiptmd as Cymp P.mvision 3 or 8704-5 Combusfible DeWis. Combustible debris shalt not be S7052 Fire-protection Systems. When the building dance,with Section 8707. a"U do not Mquim approval of safety precautim. accumulated v4thin buil4ings.Combustible debris,rubbish sod tected by fire-protection systems,such Sygems shall be main .,FX4=MON:&ction 8707 does not apply to the removal of as- FJ It' l LD I N A N- D A, r E T Y Standard#:, 09-3 Effec tKe 1/30/03' waste material shall be.reMoVedftorn.IMUdings w Often as Pracd- _tainedoperational avall.times during alteration- Wstos from: d an - �9 0 9 4 -.2 7 1� 3' SECTION 8704-FIRESAFETY DURING cal.Combustible debris,waste d ftash 0all 00t be when alteration requim modificationof a portion of a fire- 1, pumps,valm,gaskets and similar e4ulpmeat- Page .1 of 2 Reose& 1/2,0/04 CONSTRUCTiON burned on the site unless approved. protmdon systern,the remainder of the system sball be kept in ser- 2, pipe4,ducts,girders arbeams which baye a length less than 8704.6 Motor Equipment Internal-cornbustion-powered vice.wben It is necessary tosbut down the entire system,a fire -2 1 lincar feet(6400 nun). $704.1 General, BWIdings under construction shall be in accor- 'I the system is returned to service. 3. Wait or ctjjing panels which have:an axes OHM than 10 squ= dance with Section 8704. construction equipment shall be.used in accordance with the fol- watch shall be kept on site und f�et(0.93 rnz)or a dimension of less than 10 HOW ftOA(3048 mln)- lowing: 8705.3 Means of Egms. Required mearts of egress components 4. Ficor tiles when ft dumdon of work Can be completed in Less EMPORARY OrPOWERnRE&L I FAB FE L INTENT 8704.2 Access Roaas. HIM department access wa&sball be es- i. F*ipment shall be located so that exhausts do not discharge shall be maintained in accordance with Article 12. than four hours. tablished and maintained in accordance with Section 902. against combustiblic material, EXCEMON.Approved temporary means of egress system or 5. Group R,Division 3 OccuPmci(Z. EXCEM01ft When approva, temporuY access rWs Of a 2. When possible,exhausts shall be piped to the outsift of the facilities. g7o7.2 Notification. The chief shall be notified 24 hours prior to %oHECKLISV rm"ROCEDURES nox box. servin buildings withi ' 01 Tire width,verficd clearum and vatne wbkh provide men for fire de- . Fire-m- To establish consistetit guidelines for,the illstallation.of a Y, g I in e. building, the commencement and closure of asbestos-removal operations. d twul permanent loaft as 8705A Fire-resisfive Assemblies and Construction Distriet. partamt apparatus are glIo"d to be use 3, Equipment shalt not be refueled while in operation,and sistive assemblies and construction shall be Maintained in aecor- -rhe pern-dt applicant shall notify the building Official when as- installed. dance with Section I I I I bestos abatement involves the,removal Of materials which were 8704.3 Water Supply. Water mains and bydrantr. shall be 4. Fuel for equipment shall be stond in an approved area out THE FOLLOWING ITEVS ARE REQUIRED TO -BE COMPLETED PRIOR TO POWER installed and operational in accordance with Section 903. side of the building. ING 13EMOLITION used as a feature I of the building's fire resistance iiiii;6�i a ... SECTION 8706-FIRESAFETY DUR ILAUTHORITY -'a Wat6r""VZ;*rfiit' $7.04.7 l9eathi&Devicm TenVorary heating devices shiill b�&of 9707.3 plasfic Film. plastic film which is iwtalled on building RELEASES.,. protection is allowa to be WCd until PeMmMat fire-17MCCLiOn sys- an appmved type,locajed away from combustible materials,and 8706.1 General. De niolition of buildings shall be in accordance elements shall be flante=sistant as required for combustible dec- tonts am installed. attended and maintained by competent personnel. with Section 8706 and,where applicable,Sections 8704 and 8705. orative material in accordance with Section 1103.3.1 This standard is in accordance-with'RCFPD Ordinance 39 =4 2001 CFC Article 90 and RCFPD Ordinance 15. 8704.4 Fire Proteeflon. 8704.8 Sm�king. Smoking shall'be prohibited,except in those I . ­­ 8707A,Signs. Approved signs-shall-be-posted at theentrance, 8706.2 Automatic Sprinkler System When a building to b�, M;suc 'Systems a -dis- arm approvecL When xeq*W by the -spn 'er�Y.�te 'h h"11 iior be 1. THE.CONFIDENTIAL,BUSINC.SS OCCUPANCY INFORNIX ION AND UTILITIES SHUT OFF FORM(PLUE $704.4.1 General. During the,construction of a building and un- ebief,a suitable number and .,,._demdlished'ednta1iU*i '­ial exit and exit-a--cess door,decontaminaticn,aecas and waste gns shall state til the permanent firrextinguishing system bas been installed and type of&0 SMOKrNGsign�shall be posted. rendered inoperative without approval of the chief. posal areas for asbestOs-remOv3l OPecat!Ons-'ne S' FORM) MUST BE-COMPLETELY FILLED OUT AND SUBViTTED. MADOPTED STANDARDS . dance with 8704.9 Cutting and Welding. Cutting and welding operations &706.3 Fim Hose. Suitable fre hose,as required by the chief, that asbestos is being removed from the area,that asbWos is a Bus is in service,fire prowtion shall be provided in a=r pected carcinogen and that proper respiratory protection is re- Section 8704. shall be in accordance with Article 49. shall be maintained at the demolition site.Such hose shall be cOn- quirecL sips shall have a reflective sufface and lettering shall be a 2. THE FIRE DEPARTMENT ACCESb ;HALL BE COMPI-ETED PM THE AP P* R'0­VE1 'D PLANS AND RCFMn es, nected to an approvedSOurce of water and shall not impede fire 1. When requircd by the Chiet;Knox,boxes-must,bp in8talled on buildings,wilhill the Raticbb Cuc'am'onga 8704Aa Fire extirtguishers. Fim extinguishers shall be pro- 8704.10 ftme-prodpeing Equipment- The use Of torch Or minirniam of 2 inches(51 mrn)high deparment use of hydrants. STANDARDS. THIS INCLUDES AC PiVING AND ID'-WIFICATION OF FIRE LANE& vided for buildings under construction when required by the chlef. flamc�-producing�e�ces for thi sweaflng of pipe joints shaIt be in Fire Distt-JPA7 in the following Manner. The number and type of extinguisbers shall be as required by ft accordance with Aitiole 49, 3; THE UNDERGROUND 'FIRE LINE MUST BE COMPLETELY WSTALLE�D, TESTED, AND FINAL chief,and the.type of extinguisher shall bexultable for the tyPe.of 8704.11 Flammable Liquids. The storage,use and bandling of fire associated with the hazards present. flammable liquids shall be in ac=danw with Article 79.Ventila- ACCEPTANCE GRANTED. FDC'S, PIVS 'kND BACK FLOW DEVICES MUST BE PAINTED RED, AND A. Boxes shatt-be in'Addled oti the wall of the within 10 fcet�of the firoot door. Th&Knox box. 8704.4.3 Standpipes. tion sball be provided for operations Utilizing ft application of HYDRANTS MUST BE PAINTED' YELLOV 1. -.S-IGNAGt AND BOL-LARbs MUST BE INSTALLED IN shall.be installed in the dreas ift Which flie ilya-ccessible an with hard surface. materials conWning flammable solvents. y are read d ACCORDANCE TQ RCFPD'STANDARDS. 8704A.3.1 Where required. Every building four stories or more in height shall be provided with not less than one standpipt 8704.12 Open-flame Devices, open-flame devices and othex B.. The top of 1he box. sh-MU beinstalled no.higjier ftin 6 feet nor lower-than 5,f6ct ftom the a iacl�,tlt for use during construction.Such standpipes shall be installed sources of ignition sball not be�located in areas where f1mmable 4, THE .0VERHEAb- FIRE: SPRINKLER SYSTEM SHALL BE ' INSTALLED, TESTED AND FINAL when the progress of construction is not mm than 3:5 feet(10,668 materials are beingused. ACCEPTANCE GRANTEI). 'groujid fevel,, mm)in height above the lowest level of fife department access. 8704.13 Aspbalt and Tar Kettles, Asphalt and tar kettles shall Such standpipe shall be provided with fire department hose con- be located and operated in accordance with Section 1105. neetions at accessible locations adjacent to usable stairs and the iring jace to such usable stairs. 8704.14 Temporary Electrical Wi TeMPOrarY electrical 5- THE FIRE ALARM (SPRI'NKLER MONITORING,, SMOKE DETECTION, OR EVACUATION SYSTEMS) C. The box must be installcd in such.a.man.nlet. ;�s to be cle,,arlyvisible and frce from any bbstniction standpipe outlets sball be located ad nt -Section 8503. r REQUIRED SHALL HAVE PLAN' CHECK APPROVAL, $E COMPLETELY INSTALLED (INCLUDING �(inehtding.trees,bughes, otc.), Such standpipe systems shall be extended as constmiction,prog- wiring shall be in accordance with resses to within one floor of the highest point of construction hay- - ces 8704.15 Building Acem. When roquiredby the clAef,ac. s to PHONE LINES).AND MUST BE-READY FOR TESTING. ing secured decking or flooring. buildings for the purpose of firefighting shall be. provided. D., 'if the box is e er"A", in 6tiler yellow or white, shall be placed 1 quipped with a tarnper swftch� the Jett 68.. ALL THE. REQUIRED EXITS SHALL BE COMPLETE AND LEAD.TO A PUBLIC WAY, THI$ INCLUD5S -On the door of the box. ANY -CONCRETE 'FLAT WORK AND AC PAVING THAT WOULD LEAD EXIT SYSTEMS TO A PUBLIO' WAY� E The bdx sball tiot bl�.painted, as-this ham-pors and insoi,,iiec;ises� p-rohibitsciitty�into the box.. ALL THE INTER10.14 ILLUMINATION INCLUDING THE EMERGENCY LIGHTING AND THE EXIT SIOW! Boxes that h-ave been painted must be.replaced. SHALL BE IRSTALLEQ�. TH F.- LIGHTING SYS- TEMMUST BE READY"FOR TESTING. The red reffective Knox box decal must,be placed wi the-main etitraiic'e.door of thesuitG, 5' above 8, ALL :FIRI5' E)(TINGUI$H-E.'R8 $HALL K INSTALLED. THE' MANUFACTURER'S DATE MUST BE -nd lev.61'. ,CU,RREN T. OR THE UNIT MUST BE TAGGED. THE TYPE AND,SIZE QF'THE EXTINGUISHEks mus,r the adiacent groU 13E PER RCFPD.STANDARD�. IL I (I): Whcai a K nox box isinstaflod in a-multi-temant-build-irig a decalsball be pkced on the main T 6"T N r oNw/,A m"-a r Q�www TM=' ftor =�E`i #rwml% "N� 'Os" 'A -9. . ALL THE FIRE PROTECTION'SYSTEMS REQUIRW FOR ANY SPECIFIC HAZARD SHALL HAVE PLAN entry door of each,suite. -Addiflotial decals must be purebased and justa ed prior to calli' ng CHECK APPROVAL, AND BE..INSTALLED.AND READY''FOR TESTING. for ffital filre inspeellon. 3 10. -- .ALL HAZARDOUS MATERIALS SHALL HAVE. PLAN CHECK APPROVAL, THE BUILDING SHALL. -nadequate amoullt of boxes inust be G. E.xisting building� without Knox bokes,or with an.il IDENTIFY THE MATERIALS TO BE USEO OP,STORED IN ACCORDANCE TO 14FPA 704. -gal inspcction. tion, ploose rood and comply vq1th the opplicoble RCFPD retroactivoly cqtdpped with.a Knox box or additional boxesprior to the fi I A. 5efore making o request for Pinot fire Inspac notes. 11, THE KNOX BOX,SWITCH OR PADLOCKS SHALL,EITHER BE INSTALLED OR OkDE'RED. H. Multi-tenant buildings over 50,000 sq. ft. $hall be fumi.shed Nvith,more than one Knox box, The B. A fire Inspection ond finol opprovol is required loefore the building deportment vqIII oacept o building 12. THE BUILDING ADDRESS MUST BE INSTALLED. THE ADDRESS NUMBERS MUS-r,HAVE L[GHTING ation.of the.Kiiox boxes shall'be approved by dic Chief. finol Inspection request. Floose coll Fire Construrtion 5ervlaes (F05) to reqyest oll fire inspectlons ot loc tNSTALLED TO PROVIDE ALITOMAT. -IC. ILLUMINATI O- N DURING THE HOURS OF DARKNESS. (c[Ocf) 4 1. Wben'bnildings bave fire,protection',equipment rooms iiccessible frolli the ex teTior only, an I or 13. A COMPLETE SITE PLAN'DRAWN'ON 8 Y2" X I I OR 11` X 1P PAPER IDIENTI'FYiNG' THE LOCATION 0. A Knox box must exist on the building or o Knox box must be purrhosed ond Instolled n C OF THE FOLLOWING.ITEMS MUST BE SUBMIT.TED, additionid Knox Box shall be pr9vided at the dOOT-of the fire equipment roorn. ;Nlth ROFFV pollcq be?ora f inol,Inspeation. A, THE BUILDING FLOM PLAN AND LOCATION OF'THE ADDRESS NUMBERS. r,>. The keg to the building or suite must loo given to the fire Inspertor ot the, time of flnol Inspection. The B., ACCESS POINTWGATES�,'ADJACENT ROADWAYS,AND FIRE LANES.. J. All keys placed inside the.box must be marked i denti�ying-the silite to which it provides ac.cess or key N111 be looked in the Knox box for fire deportment emergency aaaess. C. LOCATION OF OWSITE AND OFF-SITE FIRE HYDRANTS, PIVS, RISF-RS,.FOG"S. 'which devicP it operatos (a key tag rmay be att.ached to the key). E. 1�:-Ire extinguishers must loo Instolled per RCFFV r9re Extinguisher pollay. Stort the plarement of fire D. KNOX BOX LOCATION. Oxtinquisher near the exterior exit doors. Mount the f ire extinguisher in o visible ond location, E. FIRE ALARM CONTROL PANEL AND KEY PAD. K. During the final occupapey insp�c.00n, the Knox box must be locked by the�firo departnicilt 5 1/2'to 5' above the finish floor to the hondle, 5ulldings vilth multiple floors must have at least one fire, F, 'UTILMES SHUT.OFF LOGATIONS(GAS, ELECTRIC, AND WATER), A 41 the properly identified keys inside. The Knox box-door shaill be attached to the extinguisher per floor. Light Hozard (off Ices, clossroorns, churches, ossembly rooms, rer2ldentlol) G. OTHER FIRE SUPPRESSION SYSTEMS, HAZARDOUS MATERIAL USE,AND STORAGE. personnel,wi oce'uponalas require "2AIOE30" fire extinguishers. The moximum coverage area Is 5,000 sq. ft per box with the-chain provided. extinguisher and the maximum trovel distanae, is -75' 14'. ALL THE REQUIRED UNIFORM FIRE� CODE PMMITS SHALL HAVE BEEN ISSUED AND THE PLANS APPROVED, (LE; HIGH PILE �STORAGE, LPG, COMBU&IBLE LIQUI'DS F. A Confidentiol 5usiness Informotion form must �Pe filled ovt by the orcupant/oviner prior to finol NECESSARY -required by the Fire.District. L, Additional .Knox,boxes may b.,,,, desired by the owner/occup,,int mid/or I ASSEMBLY USE, WELDING, ETC.) Inspection ond be provided to the fire Inspector. The form Is ovolloble from the Fire Construrtion The these Knox boxes shall be approved by the Chief pnior fp iiistallation. 5orviaes (FOS) eounter. PROVIDE A LETTER OF INTENT FROM THE OWNER AND/OR TENANT ON COMPANY LUTERHrEAD., M. A master ke,.,yis pre-berred, but not�requlired, The keys required in the KnOx boX -are�fbr the main. 6. 5efore lumber Is dropped, RCFPP must opprove the fire oaaass rood ond the vqoter supply.' '.0- "t'�i6t',, SIGNED BY AN AUTHORIZED COMPANY OFFI QER OR THE OWNER, REQUESTING TEMPORARY r I iT, the f:2iro Construation 5orvlaes ot (140cf) 4*77-2115 to coordinote the Inspection, v4hen the pro ------ POWER. INCLUDE A DETAILED ANALYSIS OF THE PURPOSE FOR A TEMPORARY CONDITIONAL entran' Ce to the suites. Padlockkeys for perso ClAild Vehicular gates, control valves, break 4w. ay R EA­SE,. .AND NOTE THATTHE BUILDING OR SUITE WILL NOT BE OCCUPIED OR USED �Ok anels roof hatches,-electriiu J ro hanical rooms and elevator recall, f or Inspeation. EL pad 'locks, fit' e.alarin p a om,, mec. STORING MERCHANDISE. (SE5ATTACHED$AMPLE LETTER) ft. 51= ,,0NP PLAN CHECK (Pr=Fr=R TO NPITTEN RE5FONBE5) 20 JJN 06 16. FOR TEMPORARY POWER OF ALL SHELL BUILDINGS, PROVIDE A LETTER OF INTENT FROM THE DEVELOPI�R AND OWNI�R, STATING- THAT THE BUILDING WILL NOT BE OCCUPIED UNTIL THE FIRST PLAN CHECK (REFEP, TO NRITTEN RESPONSE5) 51 MAY 05 BUILDING 'AND $.AFETY'DEPARTMENT RELEASES OCCUPANCY TO THE BUILDING AND-THAT T.HE POWER RELEASE IS ONLY FOR THE TESTING OF THEFIRE ALARM AND-THE BUILONG SYSTEMS. CITY DESCRIPTION OF REVISION ATE APPROVED: 'E� IF SOME FEATURES OF THE BUILDING.-REOUI RED FOR.OCCUPANCY HAVE'NOT BEEN INSTALL D, PLEASE.NO'TE�EACK SPECIFIC ITEM-SUCH AS LIGHTING, EMERGENCY ILLUMINATtON, EXIT SIGN's, E-fG.� (SEE,ATTAGHEDZAMPLE.LE-.TTER) 21 CITY OF RANCHO CUCAMOINGA -17. WHEN AS BUILT P.LAN$ARE REQUIRED, THE PLANS MUST 8.E SUBMITTED AND APPROVED PRIOR. Inspection Note: TO ANY RELEASE1 Fire Construction Services must inspect the building for final and grant RANCHO SUMMIT - PARK B or their final acceptance before the building department is summoned f RCFPD PROCEDURES AND REQUIREMENTS 18. __ ALL CONSTRUCTION WORK' CONDUCTED AT THE TIME OF POWER RELEASE MUST HAVE THE 4.4 REQUIRED'SUILDING PERMIT. inspection. Please call Fire Construction Services for inspections at 0 909-477-2713. M FIRE CONSTRUCTION SERVICES (FCS FIELD. PERSONNEL SHALL REVIEW ANY ITEMS NOT COMPLETED WITH THE FOS SUPERVISOR. PULTE HOMES/DEL WEBB APPROVED BY: DATE: CITY ENGINEER _160UL�6� R C E: 2 419 5 3 DESIGN PLAN PREPARED BY: RECOMMENDED JRM JOHN MELCHER,AIA ARCHITECT No. -3913 CALIFORNIA ARCHITECT LICENSE NO.0-3913 RE WAL DATE DRAWN 6779 TREELINE PLACE SHEET APRIL 2007 WQM RANCHO CUCAMONGA,CA 91701 L-25 OF 31 909.268.8777 FAX 909.948.8677 C CHECKED DRAWING NO, JRM DATE 9 JUL 2004 FILE NO LIAT ..................... ---------- ........... .......... ---------------------------- ELECTRICAL GENERAL DESCRIPTION r ' DESCRIPTION rrO r J j . Jt a a a r Y ♦ I JVANDAL r r r rJr • , r , rJ / r ! Cl r r A r , a a r r a a• a a a fx • r. Y , r Aa V T f CON&IIT RUN, UNDERGROUND a , a J J a r r A / J a , a ai a r 1 • i r � ! J ! a ,r- r , •, , , • ♦ r ! ♦ a � Aa t al r r a , a Aa v rr ! r f I , �' a a Air ■��I CROSS r rr ,r r� J /IJ- araa r i ' INDICA t :' A r I r r J f TEMPERA CROSS f / a CROSS ti J r / / rr ... i J'a i r f •J J J / I , / r , r. t , ar r + r I f J J r A a 1 OF 112. /l 7 CONDUIT. CROW LINE IN EWPSE INDICA6ROUNA #02 UNLESS NOTED / , / ! ,, i Y jy•, j .,rl � r1 I "f' 1 /, Jr I f A ', A � ., • J + r r ,, ,,/ r aJ / ' � A / A Aa a/ J a J # •J- r / , �, •i , , Aar f r J r Aa, A A J r a / ■1t i CONDUIT / + + r r r r t a r f / r/ ,_ J / r J ,a r / f J SUfiFACE MOUNT HID. AREA L16HT FAC700?, LOW TNP&A 7URE BALLAST 1b , 1 a aJ • J J_ a r 6fLOW, a s ra A A ,a rr r J a Af r a s t>x r a AJ J r r r a a e ED r ! s i/ 7=1201208V, a:. INDIcA 7Es PANa r a Aa A L, r A Jf a _ r rata J f r, a r r a ar r BRANCH aRCUIT PANFI, SURFACEMOUNTED J AFF TO , / ROUND x 18 H16H&7MOR •f>E OMPLM W7H 240 KXT HIGHPOWW ,/• i MOUNT HID. TME AREA LIGHT- �r ROUND a POLE AND ALL HARDWARE DISIRIM11770Nr rt '. , + A J r r' /' ROOR MOUNTED r ti , NECESSARY , / a r r r- BOX a a r /JJ f J r r as rr asr r / r r_ / r a s r r f a ! a a r J r POLE / r YJ rr LIGHTS i J a a t , A J Jr DUPLEX )r #a, Jra J ar • ,r j , + +, , r r f A r+ • J r t • i a , r Jr f_ i .,a J � A J t r r r J is a J r r r r r J> J f A ar r i# r J ZaaSARY FOR / rr, DUPLEX 6ROUNDING 7WE REUTTACtE / ♦a a UNLESS N07ED r OR ..)•r aJ EQU& rrr tr DUPLEX GROUNDING + AaA / CD117M, UNLESS ! a/ / ' Y' ABBREVIATIONS A �►+ r • I ;. Y : J r :: J r A � Aa i+.A J ..ar ,,r r. A A , t , r / r aJ a ♦ : R r< ! • NDALIA t t as /, Ja f ,ra a ryrf r r ra NUMERALVA a HALF r arf + GE. a O.0OU7.0E 70P OF DrJ a i r r r. r J a i Y r f • , .a r, I f- 1 ./ r f a a a► r, J , A a< a Ir r / ar rar / � Y , + + : , r 4 r... J r, r / r/, / a J I ! y , r �► r r / r r A a a i; r f i a • at J j' r EMT a_ l A r _J f' � , a J r R r, 70RES h f / a a ,J a / l / / 1 A r f; a rt ribbedo Cast aluminum fitter W r r MM r /r 1 / ai Ja, Y. rJ 7 GRADE f' singlever with screwco 0 / / r a a A l l RE a rr af a r +� r , , • JPolycarbonate refractor for vertical lamp provides Type V round light r J , / r LAMP aa_ / a , / r DROP J/ ,r rar r r r / J r r Cast aluminum fitters. Internal mount for 4.5" OD pole,secured by A A , NOT J I, r r f ) . r r- ainternal a / , rrr., A / ar ra OR t r , aJ aRCUIT a , a /r a r. y J ♦. a, f r J f Y # ra f_ f #aa r r/ / r rr Js r , f R J, , secured by t / J J / Mogul porcelain socket, pulse rated,with spring loaded, nickel plated Y INDICATESr '# t : rr 8C. BARE /ra r / cenconamp screw J, / aJ ra ,j rrJ r GROUND a ar; r #a & r r a _ J r r i / r-. J rNUMERAL ballast, • Halide is CWA BLDG. , rJ t , D OFCI / FURNISHM type. HPS is CWA or HR type.I aRculT NumBER, ., INDa ffs u6HrDIsmuDaV PA TIERN IGH C. CONDUIT ah _ YJ r ,; r INSTALLED as , J r r a a A A r r a a a rr a CARAU HCAr f J O 01 r a FURNIWM a a1 a ,, , , , .; i • SINaEf, ! A r � arrat LONER J f r NO. r a , r, ofa r J t , 1 + ♦ , , r a A A i r a r so INDICA ZES OU REIS CON ar / J- f. J / r J J r HIGH PRESSURE , , r X.R. CALIFORNIA CODE OF REGULA 77ONS HV HIGH VOL?A 6 F PA J j' Jar A r r r• ♦ i r E1 ECMICAL CODEa i CONTRACTO?INSTALLED J--BOX illilN BOX P.a C. POINT OF CCOWEC77ON CYRaIlT A BRE", j , , OF POLES , t AA A A: r / -A J CHLORIDE s �rU,�,,,11 e r�n Inf O r 111a�1{)tr'1 Em l 25 v n� A Aa ,;, a ra • •r r J J ` •rr JCaUMN La. LaVG COVANU0 LOAD y 'WET / / j.' , / , WC. t, A' f i r / �+•' • /t A W OVE 11 ;�t • . Color A ♦ra':.. r ,, rlr... Cl '.r +, ,• U6HZING It A J 't VandaliaVA ► r. Bronze ) , r_ / r r CODE r r77ONS; Mounting H17 1105WW BL Black H25 2 A ,/, Tenon) ar MAX MAMMUM77HE 24 DIA. DIAMETER A A, . round pole)er Pulse Start Meta Halide GR a r . A r#, J • Z P25 25OW ED-28 RD Red(Premium Color) AXOi TT HOUR AFTER DISC. DISCONNECT MIR, IEL + (Premium Color)QT)M r r. / r ► ♦ r: ► ► r . • Factory) 0 ►► W ED-23 112 7RANSFORMER, DESOWPI70M AS N07Mtions S15 r . D Lens P2 Photo Button-208V oto Button-120V • • • • • • {�1 GROUND � � VP Type 5 Polycarbonate Refractor P3 Photo Button-240V Voltage P4 PhotoButton Q Quad Tap@ P6 Photo Button-347V ••• •• • • • • ♦ /1 09HONE / r / #a a' S► N07ED J a a r . . „r ► ►s +► S TA 770N; r v • ) 1 . D r a 1 y. ... 1 Factory wired for highest voltage unlessT 120/277/347V 1 I specified, fi y�y{ • H r r ` r r r � • , r • • ;, I CL - ell M#VN: 100A. LUGS ORY PANEL k , SCHEDULE M - - - - - - Ordering Information C A Hh e t'1 ti Ort1'1c��lOr1 Exam le._ 0 H3 F dB F4 ' FEEQ r.� r + +• s ti' .: AWN nil s t �► r ate r a r • • i ' :. •. .: 1r11 11 r d E' 51015 1 1 r . r i 1 / y r all r a ,a • < ' • • • • :1 . •. • : s , . �� � � err .r ����� r �?i�����t • .• .�. * • � .+ � , ► • 1: r. • I ♦ • tA B EPA Weight m,a# 10MMIN =atr11.�1�I1 , • r CONNOLrVA r' r' r"' v ,, �11�1 a MEMMMmKO . . • , • �• am 01=100111mimam F,. •. • 1 Al * rr �� � ► 11 � � �� '. • .• • mI •• • .• • > «• ►: - M 750HTIN'G 13 110110=10 • r r � t� r r OF r . MAIN i, 1. • � r r r _ _ f i r t i 1 11 I r • / r � r • 1, ,� • • - . ., ►• •. .. 5 d wry CITY M APPROVED: Rill CITY OF RANCHO C'WD"AMONG'A • RANCHO SUMMIT PARK B r ELECTRICAL 1 SYMBOL • LIGHTI FIXTURE SCHEDULE, NOTES • ABBREVIATIONS LUrGeM.ITIiIll .731 APPROVEDPULTE HOMES/DEL WEBB _ DATE: CITY ENGINEER RCE: 24953 Vol ro L x SHEET r 1 * CHECKED �;I �. •, �- 1, ,. DRAWING O IuA r. r041t 0I f r.. is� E S {i t . -- .----... 101010 10 10 nm __ ..~�'`. _ lolo 10 101 0 f0 NL N[ 14,18 ._ 10,12 r4,rs" A A SMOLOGM r0nmr aocK NLS �.-- 10 10 , , n+'• f ,. l0 12 E s ht 10,12 3W N J NLJ .. 'ay,. .,.,y t� r ,Sr a k..@ '' ti�ti ,....,.''r.�,:-.,,., t`.. ..,•."..`,ri .fri;%,.,.".,,." � a;,.,�,..... � "tf �.'q,��ti,,, ^... ..;k✓ •,.. is,.:,,, •a f� �...,r' 1 �(/ t 14, PHOTO= MOW I .. ,.rte m.�..�.< _. ,-_ n_.._ .w ,>. �_.,._ a. ,,._.M,,.M.,.,,„,m.�.w..M._A, ,.,.r.._..w.< .v, _•.....w... ,., y t r 1Q rr” ? �P �., — BY — .... . .•. .W m .. . 10 //f/ �/ FA N r N6. �4�"L:Y;•'`^.✓`. ,.., ,«.,..r.,.. ..,..n.,..,m....+..»....,,......wH�:.w...s...2,:n.......,._.. v�`'•,.",...e:... ro+,+. < _ «+� g� f0 C� x I '& $ I « to ti`s >,` t '�/ 4t I k 14,18 x0,12 * I J 2 AC MR 14,16 10 IL So% AOL da WE off. %1410 NvThbl / f0y � t8 T 1 D tZ 3 t fi �.. T TAC70 PAW JjR tp 7! %."',_ ,� 10 AL U ON,t 1012 -. �. W"y WS E i ' ��' � 4 T& 8 SHALL300 CONWLED f�P�IQTt�ELL s r e l .� s f0 . -HuAm t�0 N T V`L D I G ffmoh' m 13A 4WZ14rt6l VR& Ll "`HTl-NmCw%r O%A Ex'"TER Y NO SCALE PC I I -- �f3 ro F a � 10 r,A-r r�f?19 '3 IE_ b ,r✓ to- K g. t0~ K 10 z f , k101_0 to 1315 — 10 12 to 9a �� t0 A f1Ct'—p"' 1 p r tV ( �.S}.x}�A to k y k', y✓ 10 IS ¢@ .• [4 y E t t NL_. . 13,15 E M.. tT,f9 4 300 -I T Ell NV I hsl 10 eL t3,15�` _ ��_. to l q Tit t MWM UnV COWANY 10 A r3 t5 � UnLITY ANY T C CTL 11 CA (Ft e .. t 1p a uTv7Y Y Tib T fl 4 TI avAL 10 A� e CTL n c t FOR ADDInaVAL i F . . r ' at� u TY Y Sr . -'r X Ff. A8 . �,, to ZL ISL A r r PHOTOCi „yh } f f 17,19 Sr � � ,,,..�.r,...,,,w.,,...,..........,................w...�,,,rt,Y.,•.......,...w„�.,�..,.,,..n,,..,..-.�.,�,...,.,.,,..,.,.....,.,,,,,..,..,�,,....�.a.,M....,...,,,,,.,,,..,,.,..,..,......,,-....,..,a.�.,,..��..�..,.,....�.,..._..r... ,,.,.,:�.. .,...: v. :.:�..,.,,.,,,M•,.,,...w,.....,o...�...<,....�..,.,..,.,.,,,x.,,..,,,.,... .�„N r.,.•'' ,....._._.,.,__,�..._..,_._......,._._..w......«'.,.." �f,; fes::,:- `1. �,gip � �,.: mt� w S' 101010 10 10 NO-24953 4.. 10 Q `:>-,..,, ,� tips cy ✓ :,,..,d.:............ ...:....:..,,,....,,.,,..�„-n�,,..,�s i3 '°.� r,, �.. : „. .,,. ' „�' `,.4 .,.s. :., _ �' fpr 4 t. �` `; 11 DESCRIPTION OF REVISION DATE cmr } `\, 17 r9 .fry APPROVED: �A�'tgr:� r.�,..rn anm� s�nw emxxw w amxe a semmrx mawsa� anaum +mum swam e :'• ;7 7 w "ITY OF RANCHO CUCAMONGA C13CA (� NCHOSUMMIT o o f x =.trn . T PULT HOMES/DEL W EBBa N r7 APPROVED B ' DATE k •I'�S .., i`.�S,l:f.��;m,.�i. f5 3-,w'•r x._f� ��:�. �....r,,�.rr a..t,f�... ,e s...i5;',. _... Y 1 .. CITY ENGINEER n CE: 24953 APR 1,4 Q�4FESS/ awft RECOMMENDED VACS DESIGNT rKm%I C Ilio 11'1 r�N /J An 1L T Sm. 186300 ® �Q� � �C-D opo ���{ E 611, . �� C OMP J o No, `SHEET zczORA N a�� Q�� RCfiLA�VD5���i1�E�Q��� a we j' CTR`CA �.-2 cap 1 SNw __-_..e_ .! CANE CHECKED t } tt •t } DRAWING NO. C) c DATE FILE No a ,,xt+, Y.,.yf_,;t �^, �». .arst , r`..f �ti. trc i�t t.: r u t)x. t�2y,;t�,'3;i i �� r,» $. - { s;,.•t ;E. r ..t �;1'. C. T..,,.e ,,,.,,...ra �. ,5r..�.... cs...a r^vt�">,:;� ...:.:,<.�`..�„ ::.,..,,.., «,.,?,:.,... ,v......r�-,Sr .:.,.t...,,. ..,,, .... ........_, .,i;.,,..., .,.,,,-, Y u c,v t•.., z •a( r>, � 1 l - nP'• k S i Y ty "Pell `tie meq, loop 1.7 to YiE+.tF M�,�,,,.•'.`''• ����...« "-,•,., .,.,._„ «, ._.,.•,._.. ...,___`._....__....._,._._..._.,_.__..,.._.,.-.._._.,..»..,».,_........,.._..._..«...._.»..___..,..,m___,_.,,."..,...._,.•,„___„ ° fpr 7':+'� yt r"•` N��„�^"�«.f � ..... _»4.._ ,. _.._.._»_,.w__ .•___.»_....__n........._....__.�.._____...,..............._._.«............ «,........� Xµ v,...,..,, ''.""A�`//,r/fF �@ t'''F � � .r•''p...-•^”", �,,..-''"" � � �Y`f` � � 111t _ mss, s ,w � t,.. fiti .R4^'^.,,^^.r`;,£„'^^'^,"^,.��,.,,,.,"'^'•'t J°p.J1� ��``'t, � � t} ��'�J;,� "":,.. F j 55 '�,u."3.=,•«m",..-,..«t;..l..,.w..,«�.�.,m, ..,..,,.....�,�«r.«....m,,.,.!i..w.w.,w3�^„+^'.^'•"^`� _.�.. -v�x. .,,r,'�,.w.,. '`.T�'+... y u.,n .1.. f , t , ,, r u .✓'*.' _ ,'Y�,.�.....n..»: t � fi.p.� ,O %' � '„�t6., ,..� f�n..m.�x w,.r.w.• ,m. >., a .e Lr } f� \\ 1152,9 °!8* 51� °. p/.�� # fr/,lam 4 1 '^ / \\\ f£ �`.... t ti �Y v / p 0-0 81 ' 4.4 116 2,0 . 1.5 i 4 ! v P 4¢ r • ! �� 911,•.,x” 310 113 1151(1 f( ; vell 13.8 °\, 1.8 112 1,5 1.3 h 1. > 1,3 116 116 x 1' 1.6 1.10 1.13 1,9 114 Z (t 400 �, 1,1 1,9 �213 �•.�;�,,s�'�� �, X1,4 1.4 210 5.a 4,5 1.7 r 1.4 118 4.9 p .,.�,_....--a• E ~�`�� ..� ;: I 1, « 213 1,9 '4'q---- LF" 810 v F • 1t{ i 1 x Jf�r r s �3.0 4.? 119 2,8 5,3 :' 66 1 8i « •,K r^jn 7.g 2, 211 7. • x n. 6 1014 2,5 2.0 311 114 r 6 2 ° (1 j •fT.. .,. ✓ C ( r� 1 .,... ,..,,.5 i.8 13..«e. 614 h, v 4 I t ...rr, .,.m f1 r 2.0 Photometric data used Is based on established IES procedures and published tamp ratings. { „` �' ;_` x ;QR;;a `1� 2A 3.5 9,3 rv�`' i .tj± { n � ,:•��,.,....re,,..o>•"..,."' fid` t ^''^ '�l `f``rr.. aFf,.•:a «..,.,„,,..,, 1 {' t. t/ d - P x p values shown are horizontal illuminance at grade (single-plane) In f®ocandles» � 1 € ... € , w ,4w�.p..' w` m ��a r�✓ m /.�( '¢ LLF used Is essentially industry standard. A more project-speclflc value may be requlredl 314 113« ..n,�,7 2. 3 t M- Sia Fletd performance will depend on actual lamp, ballast, electrical, and site characteristics, °Ie 4.2 2,6 119 3,0 .7 Luminaire height shown Is approximate overatt mounting height above finished grade. CU,N.®,> , i r °. 516 215 Ir9v «.316 110 ., „ry „w4 h-' d ;' •• •`�"��- --«�.u^ � s •� .:m Symbol. Qt Label Arrangement Lumens LLF Description 8,4 313 X16 317 5; �{ 10 A SINGLE 20500 1,000 S autdin Li htin -- CE1-A-S25-H3@20" :U 3134 312 1.3 2.6 ""l0..';% 6.9 'a l f (( fr3 k 4�..: w...H.,n,s-.,,,...«w..,a.w.•^.+arn»..,...-+sw ww•x r..,....•..,.,.,,».,,«. a. .fyP :�., µ / '•.� !fl. ti 213 115 1,3 4,8 y Numeric Summar LOL6et Calci e Units Avg Max Min Avg/Min Max/Min Parkin Area 22 10.4 110 3.22 10,40 ° Illur�inance Fc 31 r " / �`118 112 119 2.8 3.2fi,. r iFF kI m /Af 1.5 1.6 116 112;= 115 112 114 4 f d. f t , "a i-`� ..a.w.,r.•.. , ,.,.wrycwx..,,.....wc.,..,aM.p,...,.....n..,.,...,..,..ro,,.,u...r ,,,..x....... .........,,.. .,v.,,..,:..,,. .,......,,.....,.wF„r,•,.r+A......�.,.,.,.«wr"w_,..,nw.n.,..,.. �.? «.....•.. ............ � 1,3 111 �`� ;3 1 112 1,5 1.4 a 3 '`�� e;ej,-,.,.®,.,,. ...,«..,�....»}..,,..� ft•F ,may t a; �j�tC.ema m�,>wx. tawx.� +x;v> swrzt es.raa raxcx avcrnv •c<mmm xm+mte azsc�3 0 � r,f r r �,r"�f/ f F��•'+ y`* 'h� tllillJ DESCRIPTION OF REVISION DATE iP f( APPROVED: 0%00 Eft AL Q C "AAfoT Ull- KA A` 0"Am"N Aw& AI T N C V UUV MVMUA z \\ `'', RANCHO SUMMIT — PARK B r O ) pPOINT S/DEL WEBBPULTE HOME4 fu f P 4'+ �p4.N: •�.jk�Y1 l Vt - �` ,..E.{ �+t �a - t...r_..,1 :XT✓y �'t in• .. t:S,. i.. . APPROVED BY: BATE: %k Ar ,�P AQRE � CITY ENGINEER RCE: 24953 ® . .1�CAt DESIG , RECOMMENDED RE�DLAND, 4 1 1�1 E1 160 Quo p°a SHEET ���1P �1 Yt 1�1 a r .� RE DS t `r .f , s� CiRt�P�' �� L OF 1 MUM cavamem �.: ' CALF CHECKED ( } tt E •( } DRAWING NO. cn (ts � r� CA DATE FILE NO o ------------- x T_� _.3 T4 op. ... T f € 7 1 ,€ t ..._.-......,.....,_.,.,_.�,,.,.,.....,.,,w....a .............»... 21 70 7a r` -__.____.___._._._._._. 70 7 ._ 3 21 la Ii ry1 ............ .. a el .____. A fit At All w 2 2 fa to la TA t 13A \!0j 13A-1, 13A , 2 � KEYNOTES1 1 HMO WU WWf Y EXACrL c WIH rr PRXR 70 MALLA 710N. 2PROWE LOOOM MOW Aw 'm All OWN p OL L wftm Alms "MEOW" 1& 0EL L A L1U mT1w1 "ON A&L OW�R in . 1/41-It-0-6 "�7 DESCRIPTION OF REVISION DATEAPPROVCmr ED: UCA1 SUMMITa) CITY OF RANCHO CUCAMONGA RANCHO - w LIGHTING �. o oPOWER & SIGNAL PLAN .q PULTE HOMES/DEL WEBP APPROVED BY: DATE: r CITY ENGINEER RCE: 24953 QRFESS/ a CAZ� !GN pa RECOMMENDED �� D rr' IANDS •� P aaa 4eago � '31 0 SHEET ' �-; JJ` ECTRIC�` `• a iai Ds ENC NE R€NG Ile _ "2 '�__ N w 9jMUM MR(no) tit °( ) DRAWING NO. do CAI., CHECKED LO J DATE FILE NO ;Z1 110 -.. __ . ­­­ mmm --- ____ - - _____ _­___ - - _________ ____ " wwwwwwwommumomm 1.11111111.1-, ____ -_ -_- t L E C T R I C A L S P E C I F I C A T I 0 N S I -- ____ SECTION 16010 SECTION 16100 - __ "] BASIC CTI 16105 ELECTRICAL REQUIREMENTS RECESSEDD. fLaOR BOXES, MOUNTED 171 CONCRETE; FOR RECEPTACLE, HONE AND CQMPUTER/I1ATA OUTLETS SHALL BE ROUND OR D. " AL MATERIALS F ELECTRICAL O MOUNTED FIXTURES IN SUSPENDED "T-BAR" TYPE CEILINGS SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE SQUARE; SINGLE OR MULn-GANG AS REQUIRED. BOXES SHALL BE PRESSED STEEL OR CAST IRON AS SPECIFIED ON T ELECTRICAL WORK NII71 A,�70 AWG WIRE AT EACH OF FOUR(4) CORNERS SUPPORT WIRES SHALL ONLY BE TIGHTENED ENOUGH TO ALLOW PART 1- PRODUCTS PART 1 - PRODUCTS DRAWNGS, BUT IN NO CASE OF LESS THAN 20 CUBIC INCH OF CAPACITY BOXES SHALL HAVE THE CAPABILITY OF FIXTURE TO FULLY SEAT INTO GRID. WR77CAL AND ANGULAR AQJUS7MENT OF THE DEVICE MOUNTING PLATE AFTER POUR. PRE-POUR ADJUS17NG LEGS SHALL PART 1 - EXECUTION f.Of DESCRlP770N. BE PROVIDED ON ALL FOUR CORNERS INTERNAL BARRIERS SHALL BE PROVIDED WHERE BOTH UNE AND LOW VOLTAGE E. WHERE NUMBER OF FLARES INDICATED ON DRAWINGS EXCEED INE C 101 MAIN SERVICE�QU�pM!�tT AND�NEI,�D,�RDS MAIN SERVICE SHALL CONSIST OF PULL, METER AND MANN SECnONS PER LOCAL CODE REQUIREA/EN7S FOR FIXTURE �UNCT70N REQUIREMENTS OF THE SERVING U77LITY COMPANY AND RATED AS INDICATED ON THE DOCUMENTS JEMS ARE JN 77lE SAME BOX. HUBBELL OR EQUAL. 1.01 O�LNERAL REQUIREMENTS'OF SE'C77ONS 16010 AND 16100 APPLY TO THIS SEC77ON ANY CUTTING, PATCHING OR BOXES 7HE CONTRACTOR AT HIS OP77ON 5HALL: A. 171E GENERAL CONDl770NS, THE SUPPLEMENTARY GENERAL CONDI77aNS AND DIVISION 1 GENERAL REQUIREMENTS APPLY TO � f7NlSH REPAIR OF THE WORK OR WgRK OF OTHER TRADES NECESSARY FOR INE INSTALLATION OF 771E ELECTRICAL NDRK SHALL THIS SEC770N. A. MANN DISCONNECT SWITCHES SHALL BE SIZED AS INDICATED ON IN DRAWINGS, HEAVY DUTY TYPE WIlN CLASS R E WHERE INDICATED BY"WP.; 771E CONTRACTOR SHALL PROVIDE CAST METAL BOXES AND COVERPLATE'S NITH GASKE7(S)AS BE PROVIDED UNDER THIS SEC77ON 1. IN DEMOUNTABLE ACOUS77C 77LE CEILINGS- INSTALL A NNC77ON BOX ABOVE CE7UNG, SIZED FOR NUMBER OF REJEC77NG CUPS SWITCHES SHALL BE UL APPROVED FOR USE AS A SERVICE ENTRANCE. REQUIRED TO OBTAIN A WEA7NERPROpF INSTALLAnOAI WIRES lNVtx VED, AND PROVIDE FLEXIBLE CONDUIT WITH CONDUCTORS FROM vCINCn08 BOX TO FIXTURE(NOT TO B PROTIDE ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE' 7HE ELECTRICAL WCTRK SHOKN ON IHE � Ml� N_ Q+jjS EXCEED 6) DRAWINGS AND SPECIFIED HEREIN. B. FUSES, lF SPECIFIED SHALL BE DUAL-ELEMENT, CURRENT UM1 NG TYPE, UNLESS NOTED OTHERWISE. .1.06 P_.U.L BOXES SIZES AS INDICATED ON THE DRAWINGS AND PET?U77LITY COMPANY REQUIREMENTS, BUT IN NO CASE OF LESS SIZE OR MA7E"RIAL THICKNESS THAN REQUIRED BY 771E GOVERNING CODE. PULL BOXES LOCATED IN OR AROUND A. PROVIDE 7RENCHING, CONCRETE ENCASEMENT WHEN REQUIRED, BACKFILLING AND COMPACTION FOR ALL UNDERGROUND 2. JN PLASTERED OR OTHER FIXED CEILINGS ADJACENT TO THE FIXTURE, INSTALL A JUNC770N BOX SlZE7I FOR VEHICULAR TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC RATED COVERS. ALL COVERS SHALL BE PERMANENTLY CONDUITS AND/OR STRUCTURES NUMBER OF WR ES A BRIEF OUTLINE OF THESE REQUIREMENTS INCLUDES, BUT lS NOT LIM17ED TO 7HE FOLLOWING.• C. SERVICE ENTRANCE EQUIPMENT SHALL BE ADEQUATE FOR A SHORT CIRCUIT DUTY AVAILABLE AT THE SITE AS VERIFIED ES INVOLVED) W1TV PLASTER RING AND FLAT PLATE'FLUSH WITH FINISHED CEILING AND PROVIDE BY INE SERVING UTILITY COMPANY. lDEN77FlEL)AS TO THE TYPE OF SERVICE CONTAINED THEREIN(lE.• SCE, COMMUNICAT ONS, ETC) BOXES LOCATED IN DAMP FLEX/BLE GGWDU/T WI171 CONDUCTORS TO RECESSED FIXTURE FROM JUNC770N BOX. COVER PLATE TO BE FINISHED 1. UNDERGROUND CONDUITS PULLBOXES, PADS, VAULTS, ETC FOR POWER, TELEPHONE, CABLE N. SERVICES PER OR WET AREAS SHALL BE RATED NEMA 3R EXTERIgR PULL BOXES SHALL BE PLACED TO AVOID SURFACE WATER FLOW AREAS. B FLASHINGS SHALL BE PROVIDED AT ALL POINTS WHERE CONDUIT OR OTHER ELECTRICAL COMPONENTS PENETRATE 7HE AS DIRECTED UI ARCHITECT. REQUIREMENTS OF EACH SERVING UnUTY COMPANY INCLUDING FEES AND PERMITS WHERE APPLICABLE D PANELBOARDS SHALL BE FLUSH OR SURFACE MOUNTED AS INDICA 71D ON PLANS AND SHALL CONFORM TO THE REQUIREMENTS ROOF. FLASHINGS SHALL EXTEND A MIN/MUM OF 5"ABOVE INE SURROUNDING ROOF SURFACE VIVIFY REATHERPROOF MAS77G OF WE U.L FRONTS SHALL BE FINISHED TO RESIST CORROSION WITH NOT LESS THAN ONE PRIMING COAT AND ONE 1.07 SNITCHES LIGH77NG SWITCHES SHALL BE SPECIFICATION GRADE, SINGLE POLE, OR 3--WAY TOGGLE TYPE AS APPLIED, TO PREVENT MOIS77JRE OR DUST FROM ENTERING INE OPENING FLASFI INNS SHALL BE DELIVERED TO THE F. EXTERIOR ADvC/STABLE UGN77NG FIXTURES SHALL BE ADJUSTED AFTER DARK IN INE PRESENCE OF THE ARCHITECT OR 2. MANN ELECTRICAL SERVICE AND O1SIR/BU170N EQUIPMENT, INCLUDING SWITCHGEAR, PULL SECTION, TEST BLOCKS, FTN/SH/NG COAT. E7►'POSED PARTS OF TRIM AND DOORS SHALL BE PAINTED BY DINERS AFTER /NSTAIIATION. ALL INDICA TED, 20 AMP, 120/277V A.0 RATING FOR FULL CAPACITY OF CONTACTS FOR LAMP LOADS, HUBBE71 OR EQUAL ROOFING CONTRACTOR FOR JNSTALLAITON. THE CORRECT LOCATION OF ALL SUCH PENETRATION TERING, ETC. BRANCH C/ROU/T PANELBOARD LOCKS SHALL BE "LIKE KEYED"WITH THREE KEYS FURNISHED TO pWNER. ADJACENT POLES BY ARROW HART OR EAGLE. THE CONTRACTOR: S SHALL BE V�??lf1ED BY OWNER!N ORDER TO PROVIDE INE MAXIMUM ACHIEVABLE LIGHTING DISJRIBU770N FNTHOUT CREA77NG LIGHT TRESPASS OF SINGLE POLE DEVICES SHALL BE OF A DIFFERENT PHASE KITH SPLIT PHASE BUSSING CIRCUI7S SHALL BE 1.07 GROUNDING GROUNDING SHALL BE IN ACCORDANCE Of 7H AR77CLE 250 OF THE NA77ONAL ELECTRICAL CODE. 3. COMPLETE INTERIOR AND EXTERIOR LIGHTING, POKER, TELEPHONE, AND CABLE lY. SYSTEMS INCLUDING BRANCH NUMBERED FROM TOP TO BOTTOM WITH ODD NUMBERS ON THE LEFT AND EVEN NUMBERS ON 7HE RIGHT. A NEA 7LY TYPED 1.08 DISCONNECTS C. PROVIDE SLEEVES UNDER WALLS, CONCRETE FO07TNGS AND FOUNDAnONS SLEEVES SHALL HAVE AN INSIDE DIAMETER OF CIRCUIT D1STRlBU770N AS INDICATED CIRCUIT DIRECTORY WITH A PLAS77G COVER SHALL BE PROVIDED IN A HOLDER MOUNTED INSIDE THE CABINET DOOR: A MANUAL MOTOR SNOT LESS THAN f"LARGER THAN INE OUTSIDE DIAMETER OF'CONDUIT CONTAINED THEREIN. A. PROVIDE AND INSTALL GROUND RODS AS REQUIRED,Q FU LL LENGTH AND WITH MECHANICAL TYPE CONNECTORS OF THE L02 US77Art;S AND CODES BREAKERS SHALL BE BOOT--ON OR PLUG-IN TYPE AS INDICATED ON PANEL SCHEDULES WITH RA77NGS AS SHOWN ON THE TARTER SWITCHES SHALL BE TOGGLE TYPE ON/OFF, AS REQUIRED FOR CONTROL G SINGLE AND THREE CORRECT SIZE AND APPUCAII OAT, SUITABLE FOR THE FULL RATED CURRENT OF 171E CONDUCTOR. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE MEW AND SHALL BE LISTED BY DRAWINGS WIlN A MINIMUM SHORT CIRCUIT RA77NG OF 10,000 AMPS SYMMETRICAL. THE FRONT SHALL INCLUDE FLUSH HINGED PHASE MOTORS AND RESISTANCE NEATER LOADS SWITCHES SHALL BE SyDE WIRED AND BE COMPLETE' FN1H OVER'SJZE CONDUIT FOR UNE Vt�LTAGE WIRING SHALL B£CONCEALED WITHIN F7NJSTfED WALLS CEILINGS UNDERWRITERS LABORATORIES (UL) AND BEAR THEIR LABEL, OR LISTED AND CER77F7ED BY A NAnONALLY RECOGNIZED AND DOOR WIIN LOCK, COVERING ALL BREAKERS SILVER CONTACTS PASS&SEYMOUR, HUBBELL, EAGLE OR EQUAL. UNDERA FLOORS EXPOSED CONDUI75 ABOVE CEILINGS AND SURFACE MOUNTED IN MECHANICAL AND SERVICE AREAS SHALL BE B. -PROVIDE GROUNDING CONDUCTORS IN AC - INSTALLED PARALLEL OR PERPENDICULAR lt? THE BUILD/NG WALLS. RIGHT ANGLE TURNS SHALL CONSIST OF CON SHALL B () DANCE WfTH ARTICLE 250 94(b). EQUIPMENT GROUNDING CONDUCTORS) 7ES77NG AUTHORITY WHERE UL DOES NOT HAVE A LIS77NG. IN ADD1770N, THE MATERIALS, EQUIPMENT, AND INSTACLA77ON DUIT BODIES BE INDICATED IN TABLE 250-95. SHALL COMPLY Wf1H THE REQU/RESENTS WHERE APPL/CABLE, OF THE LATEST EDIngN OF 771E FOLL06NNG• E /DEN1IF13AlTON NAMEPLATES SHALL BE PROVIDED OF MICARTA f/8" 771/CK, OF APPROVED SIZE, WITH BEV�ZLED EDGES B SAFETY SWITCHES SHALL BE HEAVY-DUTY INDUSTRIAL TYPE. SWITCJIES SHALL BE FUSED OR NOW USED AS INDICATED ON OR SYMMEIR/CAL BE7VDS ALL CONDUITS SHALL BE PROPERT Y SEGYIRED WIIN COMPONENTS SPEG'IfICALLY MA MANUFACTURED FACTURED FOR AND ENGRAWD WHITE LE77ERS 1/4"HIGH MINIMUM ON BLACK BACKWOUND THESE NAMEPLATES SHALL BE PROVIDED FOR THE DRAWINGS ENCLOSURES SHALL BE RATED E77HER NEMA 1 OR NEMA 3R AS REQUIRED BY IN TA UNITS THIS USE. ALL CONDU17S SHALL BE SIZED IN ACCORDANCE WITH FILL CAPACl77ES SET FOR1N IN NEC AR77C 08 LE 348. ALL IpE USCAM IN AOD17ION 70 NAMEPLATES REQUIRED BY SEC77ON 16100 AND GOVERNING CODES FOR A. NATIONAL ELECTRICAL MANUFACTURERS ASSOGlA770N(NEMA) ALL CIRCUITS IN 7HE SERVICE DISTRIBU770N AND POWER DISTR18UI70N BOARDS, MOTOR CONTROL CENTERS, UGH77NG SHALL BE QUICK MAKE QUID C BREAK WITH OPBRA778G HANDLE WHICH CAN B£PADLOCKED l8 THE "OFF"' POSITION CONDUIT RUNS SHALL BE INSTALLED TO AVOID TRAPPED GONDENSAnON. SWITCHBOARDS PANELBOARDS, TRANSFORMERS, ETC. INE FOLLOWING SHALL BE LABELED TO INDICATE fYINCnON OR USE OlS1RJBUnON PANELBOARDS, SEPARATELY MOUNTED STAR77NG SWITCHES DlSCONNEG77ON SWITCHES MOTOR CONTROL FINISH SHALL BE A STANDARD LIGHT GRAY ENAMEL. SWITCHES SHALL HAVE"AFFIXED TO COVERS A NAMEPLATE B. AMERICAN STANDARD ASSOCJA77ON(ASA) PUSH-BUTTON STA770NS SELECTOR SWITCHES, TRANSFORMERS, TERMINAL CABINETS TELEPHONE CABINETS ETG. INT RO INDICATING WHAT ITEM IS CONTROLLED BY SWITCH, A. ELECTRICAL METALLIC TUBING(EXIT), DO NOT EMBED EMT IN CONCRETE OR BELOW GRADE. EMT MAY BE USED WERE A. PANELBOARDS AND LOAD CENTERS SHALL BE PROVIDED AFTY A TYPED CIRCUIT DIRECTORY MOUNTED IN A HOLDER ON TH NAMEPLATE'S SHALL HAVE THE SAME IDEN77RCA770N NAMES AS INDICATED ON THE PLANS CONCEALED OR WHERE NOT SUBJECT TO DAMAGE. INSIDE OF INE DOOR £ G. NATIONAL FIRE PROIEC77ON AGENCY(NEPA) 1. FUSES SHALL BE(JF'CORRECT RATING FOR EACH INSTALLA770N, AND SHALL BE EITHER CURRENT LlM/n8G OR 1.02 CONDUITS AND RACEWAYS ALL CONDUITS AND RACEWAYS SHALL CONFORM TO UI .L. STANDARDS AS APPLICABLE. MUL77-ELEMENT 77ME DELAY AS REQUIRED BY EQUIPMENT MANUFACTURERS RECOMMENDA770N. ROSSMAN, CHASE- B. ALL CONDUIT PASS/NG 7HROUGH CONCRETE'SLABS SHALL MSFT ALL LOCAL CODE STANDARDS B. FLUSH OY? SURFACE MOUN7EU CONTROL DENCES SHALL HAVE AN ENGRAVED PLATE WIIN y,C4" HIGH BLOCK E D AMERICAN NA770NAC STANDARD iNS77NTE(ANSI) SHAWAIUT, GOULD OR EQUAL. CHARACTERS A. ELECTRICAL METALLIC TUBING(EMT), NO LESS THAN f/2" TRADE SIZE, 2"MAXIMUM TROD£SIZE. E.M.T. MAY BE C fLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL GONNECnANS IL?ALL I4BRAIING AND MECHANICAL EQUIPMENT. E, CALIFORNIA GODS OF REGULA7708, PILE 24(CCR) USED IN DRY LOCA77ONS ONLY. ALLIED, COLE FLEX, ROBROY OR EQUAL 1.Q9 RSC F'TACLES A CODE GAUGE GREEN JNSUCATED EQUIPMENT GROUNDING CONDUCT 1.0 N 77 T OR SHALL BE INSTALLED IN SUCH CONDUJIS fLEXIBLEEQUIPMENT7HIS CONTRACTOR SHALL CONNECT ALL OWNER, MECHANICAL AND PLUMBING CONTRACTOR METALLIC CONDUIT MAY BE USED IN LENGTH'S OF LESS THAN 6'FOR CONNEC77NG RXIURES, PROVIDED THAT A CODE SUPPLIED EQUIPMENT REQUIRING ELECTRICAL CONNEC770NS THROUGHOUT 7HE BUILDING A770NAL ELEG7RlCAL GODS(NEC) B. RIGID GALVANIZED STEEL CONDUIT(RGS) SHALL BE S7EEL, GALVANIZED OR ZINC COATED FULL WEIGHT NO LESS A. DUPLEX RECEPTACLES SHALL BE RATED 20 AMP, 125V A.C, 3 WIRE GROUNDING 7YPE AND UNLESS OTHERNISE" NAUGE INSULATED GROUND/NG GONDUGTOR/S PROVIDED. LIQUID-nGHT FIEX/BLE CONDUIT SHALL BED 771 FOR ALL THAN 1/2" TRADE SIZE. ALLIED, CONDUX INIERNAnONA3, V.A.W. OR EQUAL. INDICATED. CO)Nf7GURA77O�W SHALL BE NEMA 5-2OIR. A BONDING JUMPER SHALL BE PROVIDED FOR GROUND BETNEEN WE DAMP OR RET LOCA77OHVS. 1.14 .�ZKI�I{. PANELBOARDS SHALL BE FINISHED PRIME COAT ON EXPOSED TRIM AND DOOR. FINAL FINISH WELL BE G ALL LOCAL AND STATE CODES HAVING,VRISDIC17ON GROUNDED OUTLET BOX AND 771E RECEPTACLE GROUND TERMINAL GROUNDING 7HROUGH 771E RECEPTACLE MOUNTING STRAPS DETERMINED BY ARCHITECT AND SHALL BY DINERS C LIQUID-nGHT FLEXIBLE CONDUIT, NO LESS THAN 1/2" TRADE SIZE, FLEXIBLE, GALVANIZED S7EEL CORE COMPLETELY IS NOT ACCEPTABLE HUBBELL,{5342-1 OR EQUAL BY SIERRA OR LEVITON D. POLYVINYL CHLORIDE CONDUIT(PVC)SHALL ONLY BE USED UNDERGROUND AT A MINIMUM OF 30"BELOW FINISHED GRADE IN THE CASE WHERE THE CODES HAVE DIFFERENT LEVELS OF REQUIREMENTS, 771E MOST STRINGENT RULE SHALL APPLY ENCASED/N A POLYVINYL CHLOR/DE JACKET. AFC, ALFLEX, CAROL CABLE OR EQUAL WHEN NOT INSTALLED UNDER A CONCRETE SLAB OR FOOnNG PROVIDE A COD£GAUGE GREEN GROUND WIRE/N ALL PVA Ul PROM277ON AND RESPONS/B/UTI THE CONTRACTOR SHALL PROTECT ALL HVRK, MATER/ALS AND EQUIPMENT QU FROM 1 03 SHOP DRAWINGS B CLOCK OU7LETS SHALL BE 15 AMP, 125V A.C. 3 WIRE GROUNDING TYPE RECESSED RECEPTACLES W771 CLOCK HANGER RUNS ALL UNDERGROUND CONDUIT RUNS SHALL SLOPE 70 DRAIN TO EACH END AND TERMINATE' WITH PRE-MANUFAC7URED DAMAGE. PROVIDE ADEQUATE"AND PROPER STORAGE FACIU77ES DURING PROGRESS OF K AND BE FULLY RESPONSIBLE FOR . A NON-METALLIC POLYWNYL CHLORIDE (PVC), NO LESS THAN 3/4" TRADE SIZE, SCHEDULE 140 UNLESS N07ED SUPPORT AND INTEGRAL PLAS77C PLATE EAGLE 1775 OR EQUAL BY LEWTON OR PASS&SEWOUR BELL ENDS AT ALL MANHOLE'S AND PULL BOXES ALL INJURY OR DAMAGE THAT dAY OCCUR FROM ANY PART OF HIS WVRK fUYC77CN. A. CONTRACTOR SHALL SUBMIT TO 171E ARCHITECT FOR APPROVAL SIX(6)SETS OFA COMPLETE UST AND CATALOG CVIS OF OINERWISE. SUNLIGHT RESISTANT AND RATED FOR 901C CONDUCTORS CARLON, CANTEX, CAC DUCT OR EQUAL C GROUND FAULT TYPE DUPLEX RECEPTACLE SHALL PROVIDE 20A. FEED THROUGH RA77NG AND 0.025 SECOND NOMINAL TRIP E. CONDUIT ENDS SHALL BE CUT SQUARE AND,SHALL BE CAREFUCL Y REAMED OUT TO FULL SIZE FNTN A TAPERED BURRING 1•12 LAN-UP. UPON COMPLETION OF WtiRK, AND PERIODICAIl Y AS REQUIRED FOR SAFELY AND BONITO PON, REMOVE ALL ALL MATERIALS HE PROPOSES TO PROVIDE FOR 171E ELECTRICAL SYSTEMS COVERED BY THESE SPECYFTCA77ONS. EACH E FLEXIBLE METALLIC CONDUIT, NO LESS THAN 1/2" TRADE SIZE, STEEL, FORMED FROM CON77NUOUS S7RIP AND ZINC 77ME PER UL STANDARD LEWTON 6899-I OR EQUAL BY AND SEY'MOUR OR HUBBELL. REAMER AND SHOULDERED TO THE FITTINGS TRASH AND DEBRIS R£SUL77NG FROM WbRK UNDER THIS SECnOhN ELECTRICAL /IE?Gf SHALL BE IDEN77RED BY 7HE MANUFACTURER AND TRADE NAME OF THE ITEM AS WELL AS 7HE COATED AFC, COLE-FLEX, ROBROY OR EQUAL D. ISOLATED DESCRIP77ON GIVEN ON 7HE ELECTRICAL ENGINEERS PLANS UNLESS OTHERWISE SPECIFICALLY AUTHORIZED BY TF!£ GROUND RECEPTACLES SHALL BE 15 AMP, 125V 3 WIRE GROUNDING TYPE, ORANGE IN COLOR. RECEPTACLE"SHALL F. BENDS IN CONDUIT SHALL BE MADE SO THAT 7HE CONDUIT WILL NOT BE DAMAGED AND THAT END OF SECnoN 171E INTERNAL DIAMETER OF CTR/CAL ENGINEER, MAKE ALL SUBMITTALS/N GROUPS CONTAINING ALL ASSOCIATED JlExIS. THE E7aE•CTRICAL 1.03 FJTnNNS. FITnNGS AND OUTLETS FOR CONDUIT SYSTEMS SHALL CONFORM TO THE FOLCORING• NOT GROUND THROUGH MIXINTING STRAP, BUT ONLY THROUGJJ THE GROUND SCREW WHEN CO)NN£C7ED TO AN INDEPENDENT THE CONDUIT WILL NOT BE ExFECnVELY RETIUCED. THE RADIUS[>F` THE CURVE QF THE INNER EDGE SFIALC NOT BE LESS ENGINEER MAY REJECT PARTIAL SUBMITTALS AS NOT COMPLYING WI7N THE PROVISIONS OF THIS SECnON. NO GROUNDING CONDUCTOR. LEV9TON 15262-IG OR EQUAL BYPASS AND SEYMOUR OR HUBBELL, THAN SHOWN IN TABLE 346-10 OF 7HE NEC. MATERIALS SHALL BE DELIVERED TO INE JOB UNTIL 771E LIST HAS BEEN APPROVED BY 7HE ARCH17E'CT. ACCEPTANCE OR A. RT77NGS FOR ELECTRICAL METALLIC TUBING(EMT)FOR SIZES 1/2"7HROUGH 2" SHALL BE WRENCH 77GHIENED REJEC1ON OF SUBS77WE MATERIALS SHALL BE AT THE DIsmEnaN OF THE ARCHITECT. COMPRESSION TYPE WHICH SHALL PROVIDE PULL-ON FORCE RESISTANCE AND ELECTRICAL CON77NUITY AS REQUIRED BY 1CA7ES PROTIDE PLATES FOR EVERY SWITCH, RECEPTACLE, AND TFLEPHONE/DATA OUTLET. UL NO INDEN77NG RT77NGS OR ADJUSTABLE SETSCREW 71PE FITTINGS SHALL BE USED 0-Z GEDNEY, THOMAS& G. CONDUIT SUPPORTS SHALL BE PROVIDED FOR ALL ABOVE'GROUND SYS71YS CONDUIT SHALL BE SECURELY SOPPORIED AND B. MAKE ALL SUBMITTALS IN ACCORDANCE WITH THE GENERAL CONTRACTORS SCHEDULE OF SHOP DRAWINGS AND FAR ENOUGH BETTS RACO OR EQUAL. A. ALL INTERIOR PLATES SHALL BE IVORY COLORED SMOOTH NYLON OR PHENOLIC PLAS77C FOR ALL OUTLET LOCA77ONS FASTENED WITHIN 3 FEET OF ANY 7ERMINA77ON POINT AND AT A MAXIMUM OF EVERY 10 FEET ALONG LENGTH OF RUN. IN ADVANCE OF SCHEDULED DATES OF INSTALLAnON TO PROVIDE REQUIRED nME FOR REVIEWS, SECURING NECESSARY UNLESS SPECIFICALLY M07ED 07HERNSE. LEWTON, HUBBELL, PASS.AND SE OUR OR EQUAL. APPROVALS, FOSS/BLE REIIS/QN AND RESUBMITTAL, INCLUDING PLACING ORDERS AND SECURING DE7JVFRY. B. RT77NGS FOR R16YD GALVANIZED S7EEL CONDUIT(RGS)SHALL BE STEEL, THREADED RT77NGS ONLY. SPLIT AND "SET H. CLEARANCE CONDUIT SHALL NOT RUN CLOSER THAN 6" TO ANY HOT WATER PIPE, S7EAM PIPE, HEATER FLU£, OR i�7Yl SCREW" TYPE RT77NGS ARE NOT ACCEPTABLE. O-Z GEDNEY, THOMAS&BETTS RACO OR EQUAL. B ALL EXTERIOR COVERS SHALL BE WEATHERPROOF PER NEC 410-57(b) THERMOPLASTIC, WITH CLEAR POLYCARBONATE TOP C SUBMIT FOR APPROVAL, COMPLETE'DETAILS IN ACCORDANCE WITH A. AND B. ABOVE FOR 771E FOLLOWING ITEMS HINGED COVER AND PLATE GASKET. PASS AND SEYMOUR)f3700 SERIES OR EQUAL BY TAWAC OR HUBBELL. I. CONDULETS SHALL BE USED WHERE CONDUIT RUNS MUST GO AROUND OUTSIDE CORNERS OF WALLS, BEAMS, EQUIPMENT, C. F7171NGS FOR LIQUID-nGHT FLEXIBLE CON11UlT SHALL BE OF THE COMPRESSION TYPE KILN THREADED FERRULE, ETC .ALC CONDULET COVERS SHALL BE ACCESSIBLE. f. LIGHTING FIXTURES AND LAMPS SEALING RING AND SUITABLE FOR WET LOCA 77ONS. O-Z GEDNEY, ]NOMAS&BET75, RACO OR EQUAL C PLATE'S FOR ISOLA7ED GROUND RECEPTACLES SHALL BE ORANGE COLORED, SM007H NYLON OR PHENOLIC PLASM, U.N.O LEVITON 0703-1G OR EQUAL BY PASS AND SEYMOUR OR HUBBELC. 1�4 GONDUCT[)RS AND �RMINAnONS WIRE AND CABLE SHALL BE CON77NUOUS FROM OUTLET TO OURET, WITH THE SPLICES 2. PANELBOARDS, TRANSFORMERS AND DISTRlBU7708 EQUIPMENT D. RT77NGS FOR PVC SHALL BE NON-METALLIC, SUNLIGHT RESISTANT AND OF 7HE SAME COMPOUND AS 7HE CONDUITS ONL Y IN JUNC77CN BOXES, GUTTERS, EQUIPMENT OR OTHER APPROVED LOCA T ONS WHICH THEY ARE BEING UTILIZED WIlN CARLON, CONVEX, CAL DUCT OR EQUAL 1. LIGHT F7 TORE. fWNW ALL LIGHT RXTURES LIGH77NG EQUIPMENT AND COMPONENTS SHOWN ON 771E PLANS, 3. WIRING DEVICES L/S7ED IN 7HE "FIXTURE SCHEDULE"AND SPECIREO HEREIN. A. MAKE SPLICES, JOINTS TAPS AND CONNECnONS TO EQUIPMENT WITH APPROVED SOLDERLESS LUGS SIZED FOR THE WIRE Tb E. RT77NGS FOR FLEXIBLE METALLIC CONDUIT SHALL BE OF THE "SQUEEZE" TYPE WITH EITHER ONE(1) OR TWO 2 OR CONDUCTOR INVbLV D 4. PULL BOXES AND VAULTS SCREWS,, CAST OR MALLEABLE STEEL, CADMIUM OR ZINC COATED. O-Z GEDNEY, 7HOMAS&BETTS RACO OR EQU L A: BALLAS7S FOR FLUORESCENT RXTURES SHALL BE HIGH POWER FACTOR, ENERGY SAVING TYPE, COMPATIBLE WITH LAMPS AND THEIR pESIGN. CO8S7RUC77CN SHALL CONFORM TO G.E.G. OR 07HER LOCAL STANDARDS WIJERE APPLICABLE. B IDENAFY POWER AND LIGH77NG FEEDERS WI7H PERMANENT TAGS AT PANELS, PULL BOXES AND POINTS WHERE CONDUIT :4� I F 1 5. NAMEPLATES FOR EQUIPMENT 1.04 COBQUGTORS. CONDUCTOR SIZES ARE SPECIFIED BY AMERICAN WIRE GAUGE(AWG). CONDUCTORS SHALL BE COPPER. GENERAL ELECTRIC "WATT-MISER; ADVANCE "MARK III; UNIVERSAL "WAIT REDUCER"OR EQUAL RUN IS BROKEN. 6. COMMUNICA77ON SYSTEMS EQUIPMENT WIRE SIZES x'10 AND SMALLER SHALL BE SOLID CONDUCTOR. HOWEVER, C087ROL AND SIGNAL SYSTEMS MAY BE WIRED WITH B. FLUORESCENT LAMPS SHALL BE ENERGY SAVING, COOL WHITE AND OF 771E LENGTH AND WATTAGE TO RT INE FIXTURE IN C INSTALLAnaN. THOROUGHLY CLEAN CONDUIT AND WREW 114 STRANDED. INSULA 77ON FOR WIRING SHALL BE 600 VOL T TYPE "7HWN; 75r RA IED FOR DRY OR WET LOCA 77ONS OR A Y5 TO INSURE ALL PARTS ARE PERFECTL Y DRY BEFORE PULLING TYPE "T71HN; 90 RATED FOR DRY LOCA77ONS. ALUM/NUM CONDUCTORS SHALL BE ALLOWED FOR MAIN SERVICE FEEDERS KNICH USED ALL 4'RAPID START LAMPS SHALL B£34FY, GENERAL ELECTRIC; SYLVANIA OR EQUAL WIRES. USE APPROVED WIRE PULLING COMPOUND FOR SIZES 12 OR LARGER, AND ON LONG RUNS 7, ETRE ALARMS EQUIPMENT ONLY. C INCANDESCENT LAMPS SHALL BE OF 7HE INSIDE FROSTED TYPE, WITH A RA77NG OF 120V AND SCREW BASE, UNLESS D WIRE OR CABLE BENDS IN JUNC77ON AND/OR PULLBOXES SHALL BE MADE W7H A LONG RADIUS BENDS FOR CABLE SFIALL 1.04 LOCA PONS AND ACCESSIBILITY WORK SPECIFIED AND NOT CLEARLY DEFINED BY INE DRAWINGS SHALL BE BROUGHT TO A. CONDUCTOR SIZES SFJACL BE AS/ND/CA TED; WHERE SIZES ARE NOT INDICA TED THEY SHALL BE AS REQUIRED BY COD£. NOTED OTHERNSE GENERAL ELECTRIC, SYL VAN/A, PHILLIPS OR EQUAL HA W A RADIUS OF NOT LESS THAN 8 77YES 771E DIAMETER OF 771E CABLE. PER A!E.0 SE377ON 300. THE ATTENnON OF THE ELECTRICAL ENGINEER PRIOR TO INSTALLA77ON SO THAT IT MAYBE INSTALLED AND ARRANGED IN A ALL FLARING SHALL BE COLOR CODED FOR PHASE)DEN77F7CA770N AS FOLLOWS- SA77SFACTORYMANNER. D HIGH INTENSITY DISCHARGE(HID)BALLAS7S SHALL BE HIGH POWER FACTOR AND RATED OF START-UP AT 20'F. ON ALL E CONDUCTORS 112 AND SMALLER SHALL BE PROVIDED WIIH EYE OR FORKED TYPE COMPRESSION SET CONNECTORS Wil n 1.05 S77 G AND ADJUS EN UPON CQMPLEnOtY OF ELECTRICAL WORK, ADJUST ANL) TEST CIRCUITS, LIGHTS AND OTHER 1,0,�08V. 3d 4W. ?ZZ,L480V. 3t� 4W: OUTDOOR FIXTURES. LAMPS AND BALLASTS SHALL BE COMPA77BLE WITH BALLASTS MUL77-VOLTAGE RAZED CONDUCTORS ARE TERMINATED ON A SET SCREW TYPE TERMINAL. EN ELECTRICAL ITEMS TO INSURE PROPER OPERA77ON OF ALL ELECTRICAL EQUIPMENT. 1. PHASE A =BLACK PHASE A =BROWN E. UGHnNG FIXTURE D/fFUSERS. ALL PLAS77C DIFFUSERS FOR fLUORESCENT FIXTURES SHALL BE ACRYLIC 7HEY SHALL 105 DEWCE AND,IU�ON BOXES PHASE B = RED PHASE B = ORANGE BE rDOX PURE VIRGIN ACRYLIC, MINIMUM 171ICKNESS.125"OVERALL. A. CHECK SERVICE VOLTAGES UNDER MAX/MUM OBTAINABLE LOADS EQUIPMENT, FIXTURES, AND PARIS FOUND TO BE/N PHASE C =BLUE PHASE G = YELLOW A. CONCEALED CURET BOXES SHALL BE ACCURATELY PLACED, FLUSH NTH THE FINISHED SURFACE OF WALL OR CEILING NEUTRAL = WHITE NEUTRAL = WHITE' 1.1_ PUS}MRES INSTALL AN UNSPLICED PULL LINE IN ALL EMPTY CONDUITS PULL LINE SHALL BE A 3/16"BRAIDED UNLESS 0lHERFNSE INDICATED 7HEY SHA BE PLUMB AND RIGIDLY FA TO THE S7RU NEED OF CORREC770N DURING SUCH TESTING SHALL BE IMMEDIA TEL Y REPAIRED OR REPLACED WIIN NEW EQUIPMENT AND GROUND = GREEN GROUND = GREEN C7URE, INDEPENDENT OF THAT PART OF THE SYSTEM SHALL BE RETESTED SUCH REPLACEMENT OR REPAIR SALL BE DONE AT NO ADDI77ONAL POL}PROPYLENE LINE. THE CONDUIT, BY A BAR HANGER OR STRAP APPROVED FOR THAT PARnCULAR USE. COST TO 171£OWNER B. MAKE SPLICES FOR CONDUCTORS 0 AND SMALLER WITH STEEL OR COPPER SPRING INSULATED WIRE NUTS SPLICES FOR y,y3 SOUND RODS PROVIDE STEEL CENTERED CONDUCTORS ,�6 OR LARGER SHALL BE KITH SPLIT BOLTS OR "KEARNEY'S"WHICH WHEN USED SHALL BE THOROUGHLY COPPER CLAD GROUND RODS AS REQUIRED PER NEC 250. MINIMUM LENGTH B OUTLET BOXES IN FURRED eEIUNG SHALL BE RIGIDLY FASTENED TO THE SUPPORTING STRUCTURE BY AN APPROVED BAR B ALL FAILURES SHALL BE CORRECTED IN A MANNER SA77SFAGTORY TO THE ENGINEER. 771E CONTRACTOR SHALL FURNISH INSULATED SHALL BE 3/4"X 8; DRIVEN NEARLY FULL LENGTH INTO INE EARTH WITH NO MORE 7HAN 2"LEFT ABOVE GRADE FOR PROPER TYPE HANGER OR BLOCKING. ALL NECESSARY COSTS OF RETESANG EQUIPMENT AND CORREC77NG FAILURES. CONNEC77ON TO THE GROUNDING CONDUCTOR(S). C THE GREEN GROUND WIRE SHOWN ON CONDUIT RUNS SHALL RUN CON77N000S fROM PANEL TO LAST OUTLET. 7HIS FLARE C. CONTROL APPARATUS, OUTLET BOXES, JUNCnON AND/OR PULLBOXES, AND O1NER SIMILAR EQUIPMENT.SHALL BE C ALL ELECTRICAL TESTS SHALL BE WITNESSED BY AN INSPECTOR THAT SHALL HAVE EXPERIENCE IN ELECTRICAL WORK, 1.14 TRANSFORMER(SI TRANSFORMERS SHALL BE DRY--TYPE, NEMA-1 FOR DRY LOGA770NS OR NEMA 3R FOR WET OR DAMP INSTALLED AND MAINTAINED 171 AGCESS7BLE POS/nONS AND LOCAnONS SHALL BE PIGTAILED/N EACH OUTLET FOR C,ONNECT/ON TO BOX AND DEWCE SO 7HA T IF THE DEVICE IS REMOVED, THE LOCA TIONS TRANSFORMERS SHALL HAVE VENTILATED CORE AND COIL ASSEMBLIES MOUNTED ON RUBBER ISOLA 77pN PADS TO EQUAL TO THAT OF AN ELECTRICIAN HAVING AT LE2f � AST FIVE(5) YEARS EXPERIENCE AS AN i.B.E.W. JOURNEYMAN. GROK/ND WILL NOT BE INIERRUPIED. MINIMIZE THE SOUND LEVEL (6)2-1/2 FULL CAPACITY TAPS WITH 2 ABOVE AND D. WALL OU 1.06 LAYOUT AND INSTALLA77ON, () (4)BELOW SHALL BE PROVIDED AT 150 ]LETS SHALL NOT BE WIRED BACK-TO-BACK,, BOXES ON OPPOSITE SIDES OF A COMMON WALL SHALL BE SEPARATED 05 OUTLET BOXES ALL BOXES SHALL BE SIZED FOR THE NUMBER AND SIZE OF CONDUCTORS AND CONDUITS ENTERING THE C RISE, UNLESS N07ED 07HERNSE: BY A SPACE OF AT LEAST 6, PROVIDE A MINIMUM Gf�24 GF SEPARA7701V IN ACOUS77C AND FIRE RATED WALLS BOX AND EQUIPPED WIIN PLASTER/EXTENSION RINGS WHERE REQUIRED. ALL BOXES SHALL BE LABELED TO INDICATE PANEL L 15 77ME SWITCHES) E. CAST STEEL OR ALUMINUM OUTLET BOXES SHALL BE USED FOR All Sl1RFACE MOUN77N A. LAYOUT AND INSTALLA77ON OF ELECTRICAL WV�RK SHALL BE COORDINATED NTH THE OVERALL CONS7RUCnpN SCHEDULE AND CIRCUIT NUMBER OF CONDUCTORS CONTAINED WITHIN, IN NO CASE SHALL ANY BOX BE LESS IRAN 4"ROUND OR SQUARE G IN DAMP OR WET LOGA77 VS. AND HVRK SCHEDULE OF VARIOUS TRADES, TO PREVENT DELAY IN THE COMPLE77ON OF THE PROJECT: COMPLETE UNLESS SP£CJRCALLY NO7ED 07HERFNSE, OUTLET BOXES FOR CONCEALED W1?RK SHALL BE GALVANIZED OR SHERAROIZED, ONE BOXES SHALL BE COMPLETE WITH 7HREADED HUBS AND WEATHERPROOF COVERS. DRAWINGS ANQ SPECIRCA77ONS FOR THE EN77RE PROJECT SHALL BE AVAILABLE AT 771E JOB SITE IT SHALL BE PIECE, PRESSED STEEL, WITH KNOCKOUTS AS REQUIRED. A. nME SWITCH(ES)FOR CONTROLLING MECHANICAL EQUIPMENT SIGNS, DISPLAYS ETC SHALL BE A 7 DAY TYPE, SPOT OBLIGATORY TO THOROUGHLY CHECK THESE DOCUMENTS BEFORE ORGANIZING INE ELECTRICAL WORK SCHEDULE OR ADJUSTABLE WITH RESERVE POWER 120V WITH(3)20 AMP CONTACTS AND PHOTOECECIRIC INTERCONNEC7701V TERMINALS F PROWDE MUL77-GANG BOXES NHERE REQUIRED, SECnONAL OR GANGABLE BOXES SNACL NOT BE PERMlT7EA INSTALLING MATERIAL AND EQUIPMENT. A. LIGHT OUTLETS SHALL BE 4"OCTAGOA; 4"SQUARE OR LARGER PER NEC 370-6(0)AND SHALL BE EQUIPPED WITH A TORK,�00L OR EQUAL BY INTERMA77C OR PARAGON. PLASTER Uk MRX7URES FURNISH ALL LABOR AND MATERIALS TO INSTALL SPECIFIED EQUIPMENT IN THE MANNER 1. WHERE OUTLETS'ARE PLACED IN A WALL, THEY SHALL BE LOCATED AT THE SAME HEIGHT WITH RESPECT TO EACH 3"1�ND OPEN/NGJKIIN TWO THREADED MOUN11NG0HOLES. RACO OOUE�A�,CONQInOAI PLASTER RING SHALL HAVE A B. nME SWITCHES FOR ColvTRalING EX /OR LIGHTING, DUTY CYCLING, VENnLAnNG FANS ETC SHALL BEA 7 DAY 1NQlCA1ED ALL FIXTURES AND LIGHnNG EQUIPMENT SHALL BE DELIVERED TO 7HE BUILDING COMPLETE WITH SUSPENSION OTHER AND QTNER FEATURES AND/OR F7NlSHES ON THE WALL. TYPE, 3PST, WITH MANUAL BY-PASS SWfTCHES RESERW POWER 120V WITH(3)20 AMP CONTACTS TORN -300 SERIES ACCESSORIES, CANOPIES, CASTINGS, SOCKETS REFLECTORS, BALCAS75; DIFFUSERS, LOUVERS, PLASTER FRAMES, REG'F_SSED B. SWITCH OUTLETS SHALL BE 4"SQUARE BOX FOR SINGLE AND TOO GANG APPLICA77ONS SPECIAL MULn-GANG BOXES OR EQUAL BY INTERMA77C OR PARAGON. BOXES, ETC ALL WIRED AND ASSEMBLED AS DIRECTED BY MANUFACTURER 2. LOCCEDEN SHOWN ON ARCHITECTURAL REFLECTED CEILING PLANS, OR ON WALL ECEVAnONS SHALL TAKE SHALL BE U17LIZED FOR MORE THAN TWO SWITCHES COMPLETE WITH PLASTER RING FOR YOUN71NG SWITCHES RACO OR y,16 PL{2QCQNTROLS PHOTOCONTROLLS SHALL BE OUTDOOR TYPE 120V. 200pW. GURR A. FLUORESCENT F7XTU PRECEDENCE OVER ELECTRICAL PLAN LOCA770NS EQUAL, , ENT RATING, ADJUSTABLE, TORN RES SHALL NOT BE USED AS A RACEWAY FOR BRANCH CIRCUIT CONDUCTORS EXCEPT WHERE INSTALLED �2rOl OR EQUAL END-TO-END TO FORM A CON77NUOUS ASSEMBLY. 3. REVIEW EXACT LOCA77ONS OF EACH OUTLET INDICATED AND COORDINATE WITH THE ARCHITEG7URAL DRAWINGS. C RECEPTACLE, TELEPHONE AND COMPU7ERAATA OUTLETS SHALL BE 4"SQUARE, OR LARGER BOX PER NEC 370-6(0), WI7H '1T f/CAPONS EQUIPMENT OUTLETS UGHnNG MINOR RELOCAnONS SHALL BE MADE WITHOUT INCURRING ADD/l7gNAC COST TO OWNER. FIXTURES, CONDUIT, WIRE AND COIVNEC77ON METHODS/N HVAC A/R- B CEILING MOUNTED FIXTURES WH/CH ARE INSTALLED DIREC71 Y ON COMBUS71BLE OR FLAMMABLE CNUNG MATERIAL, SHALL SINGLE GANG OR LARGER PLASTER RING TO SUIT THE DEVICES)INSTALLED, UNLESS SPECIAL BOXES ARE SPECIFIED 4 THE ARCHITEC7URAL, STRUC7URAL, ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS AND SPECIRCA77ONS, (FLUSH CLOCK, ETC.) OR 07HERNSE REQUIRED FOR A PAR77CULAR DEWCE. RACO OR EQUAL PLENUMS SHALL 8E APPROVED FOR SUCH USE. BE RA IED AND APPROVED BY UL FOR SUCH JNSTACLA 770N. TAKEN TOGETHER INDICATE THE WORK 70 BE DONE UNDER 7HIS PROJECT: THE;WRK SHALL BE EXECUTED 171 END OF SEC77ON C RECESSED MOUNTED FIXTURES MILK ARE INSTALLED IN GYPSUM BOARD OVER SUSPENDED N= CEILINGS SHALL BE ACCORDANCE WITH THESE DRAWINGS AND ANY DETAIL SCALE DRAWINGS WHICH MAY BE FURNISHED BY 771£ARCHITECT COMPLETE WITH TNq(2) r"X 1 5/8"STEEL CHANNELS MOUNTED ON T(�OF AND PERPENDICULAR TO STRUCTURAL VIVIDLY DURING THE PROGRESS OF THE WORK. THE CONTRACTOR SHALL EXAMINE ALL ARCHITECTURAL, STRUCTURAL, MEMBERS AND SECURED WITH FOUR(4) 1/4"X 1"LAG BOLTS)AND WASHER(S). THERE SHALL BE FOUR(4)3/8"BY ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS IN ORDER TO BE DULY INFORMED AS TO 771£ SCOPE AND DETAIL OF THE WORK WHICH KILL BE REQUIRED REQUIRED LENGTH THREADED RODS NTY WASHERS AND LOCKNU73 SECURING RX7URE TO CHANNEL AT FOUR(4) CORNERS 5. 7HE ELEC7RICAL DRAWINGS ARE DIAGRAMMA1C IN NATURE AND INDICATE 7HE PREFERRED LOCA71ONS OF OUTLETS AND EQUIPMENT, AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE. IT IS NOT W ThIN THE SCOPE OF THE - DRAKWGS TO SHOW ALL BENDS, OFFSETS PULLBOXES AND OBSTRUC1ONS AND IT SHALL BE THE RESPONSIBILITY OF THE CO8IRACTOR Tq INCLUDE SUCH IN INE BlD THE DRAWINGS ARE NOT INTENDED 70 BE SCALED, AND INE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR DIMENSIONS AND LIMITA77ONS -- OF THE BUILDING STRUCTURE; AND TO 7HE MECHANICAL n,DRAWINGS FOR THE LOCA nON OF EQUIPMENT REQUIRING ELECTRICAL SERVICE AND CONNEC77ONS. 6. IN 7HE EVENT THAT CHANGES IN 771E INDICATED LOCA TONS OR ARRANGEMENTS ARE NECESSARY DUE TO FIELD CONDIPONS, SUCH CHANGES SHALL BE MADE BY 771E CON7RACTOR WTHOUT EXTRA COSTS PROVIDING THE CHANGE HAS BEEN APPROVED BY 771E ARCHITECT BEFORE THE OVRK HAS BEEN COMMENDED AND NO ADDInONAL MATERIALS ARE REQUIRED. THE CONTRACTOR SHALL ADVISE 7HE ARCH17ECT OF ANY REQUIRED ADD17IONAL COSTS AND HAVE APPROVAL OF SAME BEFORE PROCEEDING CITY DESCRIPTION OF REVISION DATE 1.07 OPERA77ON AND MAINTENANCE INSTRUCjIONS FULLY INSTRUCT AND DBXlONSTRATE TO THE OWNER'S OPERATING PERSONNEL 7HE PERFORMANCE, OPERA 7708 AND MAINTENANCE OF EQUIPMENT: THE 77ME ALLOWED FOR SAID 1NS7RUC774N APPROVED. SHALL BE INCLUDED AS PART OF THESE CONTRACT DOCUMENTS . Ill111111111111111111 I 0%F Oft A lk 0 Aft a m` "U r%A a 'aft`N"Oft,A t.08 WARRANTY. ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECnON SHALL BE WARRAN77ED IN A O'k I T" & , W 177NG BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR(EXCEPT BALLASTS FOR LIGHANG RX7URES SHALL HAVE A 7WO YEAR GUARANTEE) FROM DATE OF ACCEPTANCE OF 771E WORK. SHOULD ANY TROUBLE DEVELOP DURING THIS PERIOD, DUE TO . �Y. • DEFEGnVE MAlER1ALS OR FAULTY WORKMANSHIP, THE CONTRACTOR SHALL FURNISH ALL NECESSARY LABOR AND MAIERIACS TORANCHO SUMMIT - PARK B a OWNER CORRECT THE TROUBLE AT 710 EXTRA COST TO THE O i 1.09 FINAL REVIEW AND ACG£PjAUPON STATED COMPLE17ION OF CONTRACT, WORK SHALL BE SUBJECT TO REWEW BY Q � ISPECIFICATIONS I REPRESENM77VES OF OWNER, ARCHITEGT AND ENGINEER FOR ADHERENCE TO CON7RACT DRAWINGS ANO SPECIT7CA77ONS ANY I CHANGES REQUIRED TO BRING WV7RK INTO SIBSMN77AL CONFORMANCE NTH DRAWINGS AND SPECIRCAnONS SHALL BE MADE BY . 4 771E CONTRACTOR AT NO ADD177ONAL COST TO THE OWNER. 1.10 RECORD DRAWINGS. PRO WDE ANO MAINTAIN IN GOOD ORDER A COMPLE7E SET OF B1 E'CTRICAL 00N7RACT PRIN7S ALL l i C u ` 1 i CHANGES SHALL BE CLEARLY RECORDED ON THIS SET OF PRINTS AT THE END OF THE PROJECT, THE CONTRACTOR SHALL U L'. 1 1 / V Y 7RANSFER ALL CHANGES TO ONE SET OF MY1 AR 7RANSPARENCIES FOR SUBMISSION TO 7HE ARCHITECT. MYLARS SHALL BE r APPROVED BY: � DATE: PROWDED BY THE CON7RACTOR TO THE ARCH17ECT WHEN REQUESTED AND AT COST OF PRIN77NG UPON COMPLE77ON OF THE I OFt ?viCITY ENGINEER RCE: 4953 WORK, DELIVER TO THE ARCHITECT ONE COMPLETE SET OF FINAL PRINTS OF THE MYLARS AND THE MYLARS 7HEMSELVES, KITH 4�QF 1Afi COMPLETE INS TALLA 770N AND CHANGES IN THE WORK INDICATED THEREON. ALL SHEETS SHALL BE lN1nALED BY INE ,t CON 7RAGTOR AS BEING A CORRECT AND ACCURATE RECORD OF THE INS TALLA 77ON. ,. ,� � F.. At SIGN li � °°s��Q �-'� / a RECOMMENDED ,_ Irl-1 ENQ OF sEGnaN � as rs r '����� :) b.r i Q CINRag qp _ riIJN _ _- 9 �Ja\11P'.AJN`r, INC;,go CN -. RAWN G :HE_Q) 11 I� --- C�(,`���+�� . RMLANDSENGINEERING. •i" :OF:31 9J� CAl�Fd CHECKED (Rutaw� it tele( ) DRAWING NO. LO ,--. DATE FILE NO o to __ I f, --\— \ / . 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