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HomeMy WebLinkAbout1063 WIWI { U . . 0 a ARCHIBALD AVENUE SIDEWALKS GENERAL NOTES BETWEEN _r /, THES�'C/FiY.4T/OM.3T?lED"A�CG'H/a4LD AI/E.VUE S/DEWALA'.? EETWEEN - FOOTH/LL e0ULE1/AP,O Ail/D �OSEL/NE.P0.4D" Si1ALL /E DONS/DE�CEO AS P/JPT OF THESE PLANS. • �� FOOTHILL I 2. CALL &1vz;eeseoC/iV0 SERV/EE � err (Us .4) Two (Z) woRKIWO PAYS P,P/D.0 72:7 EXC VO 7'1,041 AT / - 800 - 42 2 -49/0 9- 8.5 a T!/i3 At/ECT•9//,4LL EL' GY•N6'77rW7F,D A*77/ rAE „ Exrs1.' '"5•T.9A1v,gAD SGeC/F/CAT/O.!/S' FO.P .o!//![/C H23e" a-zwrAv& 'T/OrV, a'AwrEQ I CURRENT rai~rioiv. 4 COMMAMI, SNALL APfffSSS A e-69 S.f r9 L/CE/1/.tE G,PAG'�,oA,PX�4Y w�'4TEW ,rwE�P ST!/CCO STO.t/E PkVDGCT✓r•,/A,C. ` � - �6E�1/�Rf7L EA/s/NEER/niC CON7RAC7DeJ, /IV ACetoR0-4N1'E Cow5rAvorr mowet co ro",F- -r kr- SEESECr10A /0-Zag'- ETA/N- FL US//N//TH EX/$T I T,9/.t//�v6 Wi9LL � M �►�r►E �/T oAlsLL"OFTf/E"SPEC/F/C- � !�J/TH T �ifOv�,S/off Of T/�� COA/Ti�RCTt7Q:S .0/CE /cfG� �,pB \J L,�Iw �CsfUfORN/�4 .��Cs�ii/�.�5 Awo O.rPOFE.SS✓Oivs l'uOF 0 r — 'l L, i�'.4rVTEiP J A � EXIST. � t°� —�1�L. SECT/OIV 7GtOd ET Se-.f) 4V,& /Pve�•s ,gu�o /PE6.1ir�77t�Vs •, �OPTF'V �/AA 5 4k)r TfArlre&1D A2 T7&-r T!/UfIlk Q ?, c, ii • , •�� �y ^ •. �ei - . Ilk O V • . : rM' : `'`! ;- •� Ill G.75 FROM Q�St'OFCU.�B SlT "A� SEEPLAN DETAILA" INTHE CONTRACTJOB 4# SPECIFICATIONS DETAIL A , SECTION A_A g=OTON N � Covr. �r C/slg74fSN Al T9 �'T RETAINING WALL PER CITY STANDARD N0. 812 caysrvvcr tocc. WSTANDA.PJ s0mFlur us 305 e SEE CONStRyCN DETMD, � c ��rTp�� � OQ cO.Nsr.PrrPcc. ct�v1z1AE.4oP SlveAl ter- Are lm CORvsTIetJmmy OETA/L V is me Commoger 3,rarx,417OAIs fOOTH/LL OZ Iio. STATION 153+47 to 153+82 — 4 2 . 5 LEFT circ sr.4Ava4�v_-Wa CaV5rorI/CT S/DEAW,f TPWA,21/T/OV 01 P CITY Sff Cowsr�eucrio�r plcrAlc 7P" Tfl� CoRUTieAc7' SP+EGiICATR�1Mts 9TAit/Of/iPD //. Z� IWAU *E7-A1M*V GVRB MR -OMRS "F",K" � SECT/D�V3 'N-1Y~�►M6'$" IS O4 CO.I/S'T�IiC'T EXIST ACC. 0,,elW APf'AVACf/ ArR CITY of SOCCr 7 Mcriom M-K or SAT S. O STAA/DAAPD 10.5 W�9�PP�!"TL7 M,47Z'f/E?C/ST BACIirOFC!/.t'11. 1�i��W QCT. S�afEW�[�Y O5 rw-76rr AC.0 A Afo pswp CITY STA�UV4RA9 O wpnF RAE �� 1rAw s�T 7 2 AETA/L "M' COwsF/Ns,42 01 3� .Sil/.PF.4rC'E d /N57/!u wmet. smps PER mr,41 L "M" X � MAN, W. 7 '7W sT �G�f� � G �� © EX/ST. CU.PB STRP1'�lo, • caysrex7 ge1'Awmer wni ffk MrARt "L" , sWT 7 GUTTE.P 7 to 4:9ZOC. TE>'BY Or//Fx S'). AT � SF /CR 8 EX�ST� .40✓UST r0 GAPADE ,&, OTnp). 3 f ® co#smacr A.C. 'l lArnwwT eme A 6• r .o.4 70TECT/NOtt ACE. © ScuRICY $,Ac L J DESCRIPTION OF REVISION DATE APPROVED /0 C04197rbrr Ar7XI� IA14, W41L ArW d%c'rA/L .r MWW ,F LGY,.9TEA�/L6tOX R�.PC17r STX� ,0Xr,D �3. PI-ANrcRDRA� &. M�•- 'O " " CITY OF RANCHO CUCAMONGA ARB DETAIL E 17 46 ,PE4X,4r2F-7 NgrALL WAN0►CAIP PARZ„N6 54M s6( - REGRADE PARKWAY ARCHIBALD AVENUE SIDEWALKS /r1 SEE L.9.1/05'CA�-.4'.4.V✓ -SEE S✓/EET✓ 7 eG 8 /5 r,Q A,VAY,4�t/r r,PEE, �R S�-CiF/C. M`A,!, TO ZOC4r/ov ©' ''�"7”" ��1 D MD7� �""�� " '"�'� R" STATION 119+40 LT. to STATION 120+60 LT. / //OKi�(/ /E�EON. BETWEEN S &MAMA SI&M ar OMEeS a VICINITY_- --MAP STATION 121 +34 LT. to STATION 123+00 LT.AD✓U9T TO $,eXaE. FOOTHILL BLVD. AND BASE LINE RD. ® /NnALL �JLA$rrif 4 Wee IR NAN A P K � . � 7 N.T. s 1 /7 F//L .9ND PEG�PAGiE.o.9A'Kk/,4Y'�`'Q GL�'TA/L "B"//E.PEON. /8 CAd/3T.PY/CT.PAMP -�PDETA/L C"OrV S/�IEETG. 4/ CaArST,tUCT �c IV4GC11rty 4ER Pr✓!A j C/1Y S7D JGI¢ ��i `�`�a � ` T�� APPROVED BY: DATE: G-/S-BL COMSTiPI/Cr ED/SO1t/ FSK'/[/T/E5 R��P SGY/T//E/i'�t/COOL/FORit//A k �t\ CITY ENGINEER RC.E NO. 23889 ED/SOA 1 PCAN$ -SEE SAEE7R 9 Lo /� ; Lv�� J• Bar: kiz � DESIGN RECOMMENDED �9E./ 1 dVG R. IfR a 3uv CONST.PC/CT CU.PB ONLY PEEP C/TY STA�t/D�9P0 �f0/. ' N0. C-23�; lanning and Engineering ?/ ATMA/SIM6' CrA'•C- S'PMAIVArL RtiPC1rY STANDAi?V 3LYi 8 -��� DRAWN �'180 WAretw,wAvs.,.I/tRRMN.EIWARDINO,CAMIM SHEET 4 SPECIAL SIDEWALK RAMP A% D 74& aF" S#r 6. ',� ii�iI - "'�' Ao . —OF � � EXP. •�-3/'�7`Of'LAfj y-°.%� CHECKED DRAWING N0. R.C.E.NO lB 93I `f 8 DATE ?- 3 BG FILE 110 E.trsTP� ' I h • I . 77 �src -B�oG �l! ; - n v TO.PI'� I /-SBL06. I Q I � w.v« - -------- -- - ----_� ----- -� y� vz / I I S/w�— O q. . L.I C, ° - - 1. 'I ► h I I � J W v it I X)e4r1119AZA9A27— AvL- 0 % �� I \ -- ------- -- --- - -� -Q - - E _7 ------- c --� -- Mo E .� -r� _EX• 61- W / /jC --yam_ ---- -�_----� --i-- - --------- ----- --�--- -- -- ---------- -- -- -- C v O W W W � e h 7� I I I e O COri/ST,PC/CT ,oCC. S/OEwALAY pE,F' C/TY STAA/Qq,PD �! G'nt/,�'T�Y/CT P.CC. D•P/f/EAPP 9►tH PEEP C/TYSTA�I/DAA7l0 0 O A ,QEA�t2�- E,l'��V5 WOW X� TC/1 EX/ST/•t�;' ,6�!'r�l A�CU•�PB. Q7 A�F-Z6X'4re-c19y a7h- �F"- ) � � W / � 6 � � r �_ •4 6 h� � % .off C PLANTE�P y InPL.4NTE•P V \ - G'N.t4N L27iitiC' ,�'�f'N/.4rG 0 SEE C.4it/OSC�i :E AC-,14/9 - PL.4.VTER /� CDA/ST�i'!/CT ED/SON FAC/L/T/ES PE . .. ... . . S Y L. � � EX S� ,. ,. , . � • ' ' � , . .�.:, h ED/SDA/PLA�t/S - SEE Sf/EETS /O t 1. ,rF/.Np.P17I�E's�7t/TS / _ S r• t2' oi'w `VV I s o• 08' 43• F s o' 07 ' 4s'-- - 'S!/,PYEY a ` CITY V i B I %i DESCRIPTION OF REVISION DATEAPPROVED t44' aQ �) CITY OF RANCHOh h �, CUCAMONGA - ARCHIBALD AVENUE SIDEWALKS _ i J" V A g .h � h � � � � � p:S/GiEWiRC�t'6'•�44DLt T•t34.f/�YTi�.V �` � � 3` TO✓O/.VEX/Sr/NG slm- -lfzle I -f?MY T ' I X11 9 0 Z F!/T.S7Z.. 6 RdVIr'MCC. ALK WMIZ �j,� I I G is/.tr,V /uCCb I 1� Q 'eso' Q'Awhe''tz FENCE FENCE it/�G�Y C�FE.t/CE CLSrC. wwllr • v • v r owe -- �_ - --- - eA c� ap � � � N v a °,�, I.' qL /7 e o v o �7 co OR Rok .q�Pl'y/,BALD 4 �4VZ'& E JUiPI�Ei a 1 I a i ; O 11 I� V,' g I vl} K. -- -_ ' z- - - - ► 4c 1 E I �I MAW /��- softTTTTTTTTTT �' 69FTT— O /Exist / ` T lRpC•iC SLoftEHPP,77ZrC1.kWf i� C \ � \ I \�\ IT EX. S rs�- EX. S l� I erR.r•/r —� �, 0 / L 1 o EX' S/44" / �— 0 000 %W $ 0 41 <� k� ti 14,j� sswM�. V q" .geell ?XZV AVENUE v y � '� ° I srai�� :-s- - - - iz _ - - - -T- - - - - -.r—sr.s—as.-r—=as=— - - _ _ _ r - n ' &/r WAIL (1 rV I \ 1 Ll ` ` ti � z k - ' �Q�1U���StCr�`�\ • y SBE PJAN DETAIL `D' 1N Me COMTRACr SPFCIFICATIOA 5 David J. Ee.+kl�n 1 9 No. C-28931 7 Civil k I ti � � CA/Il�PCSS/ �[AS � ". I ea,4�ST -&Vr1oON itIOTES y V W `11( / Ai , S/OE PES C TY ,5'TAit/D D 305 e 3/D 14 t O COA/,5'T�PI/CT P. GC. C!/.Pl//L/it/EA�P S/OE/64ZA ,E'I S'AN:/1 S/cfE�.C'E \ C/TY BTXA1a4� 0 304. Co AAA^. Aa4"--rA)MAVAr,yAT5XwC/7-� _ _-- �`"------------- ---- T-------- -------- - -- -� - - -- - - -- STAAIMAV '.105. 1✓ARP7r7VA4•47V11eX/Sr�i4^,A'O,c-e`I 'd COA/Sr.MCr.10C'C. "A V A"iP C/TY✓^TXND A7Z7 �(' 1 •- �.. �— `. R°Zoo' SV. 7 AteXOc,4rE(eYOrlIZ;M) r 1� 8 .40✓1 Tt7 6•PXGIE(,DYOTffe�',�TS) j 01;V rECr/N 11 W,4c 1 lL // �-coC,4TE how Aw ,cew C/rr,9rXA0WAV 00-1 LtP/Wif/9Y /if/ZI*rIY/A V. �' A�Cy/BALD II , c G t�rxa 'o"nr t ►r � iw JEE G4�t/,oSC.4PE �L,/A/�'-9EE 9/�7 S �. .40✓UST TO aPADE I I II" /9 �iV'ST.t'Y�C'lEO/51�i(/F.�1L'/L/T/ES PEiP,'AflUTi�,�EPit/C•4L/FDiPt/ sz ED/SON FEA(/S -9EES//E'ET'3 _9 & e5 CONS MICT PER AE7,4/L ",0" /N Colvre4CT SPECIRCAMNS I I � - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - �= - - - - - - - - - - v - - G 6 _ _! _ DESCRIPTION OF REVISION DATE APPROVED _. - - — — -- — - - - — — — — _ — — - CITY OF RANCHO CUCAMONGA A_��sa– `-- ssa�sz L ----- — ---=T= — — _ -- - – -- _ I T i J..l• 1 1 I • •• ARCHIBALD AVENUE SIDEWALKS 00 BETWEEN � I � �` • I \ � ' I I 'I FOOTHILL BLVD. AND BASE LINE RD. tj APPROVED BY: DATE: it 4i '� !• + 3889 A CITY ENGINEERA R.C.E.CN0. DESIGN v RECOMMENDE e 8 A.E.M. c v Planning and Engineering R.R. 7 7.3u 8 v DRAWN x!!80 MAiswAwAv . rsR WtM0.CAww SHEET 1714)✓r or CHECKED DRAWING NO R.C.E.MO � a`J� DATE 3 86 FILE NO io See alar •p• ;m tic coeove1 spec:Peaflo49 G �o vG % ♦ ` 1 o ,�I , !9 8 I I Ueor �o ?' b�►ond bot�E of SvdeweAk Aolonce prwe W 8 •' ave Orivamwa �I ( % frees overhangieg /;fo .• I h eod y 4( e,,,O y h . ,� nes/ ( .•I 'y a�\ � rode b Rested � #e sidewvl�rein � row�fd Corer -to Ao OT- �>Zoo ✓ . . — / I \ O 0 r' ' 0 V '� �+e/ v `� Y ti e r i . ., O ` .-� O . e zz- L T ro AV— _ ,w/ : , ,err— Ili � I i I ' _ i���S�i�- — _ . _ v T i i_.T ' —L� - - - -/- - �� — -• — — — — — — — — -• — -L - � — — i� 1assra. .Z � a z �v � i V� V i l .a Ltt7.V i! !i L JZiiTS.'rS L — — i _ — —L i= - CT— T r;•\ T- f/' T I'�"� !, - - -r? ` ~ \ r� \r \ \r C' — _ �t1 T T T I � x 3 Y .� co Ift Qole lce, Overhon inTrus \ v 0 v v ww • iI/ wI d� - _- SCfIL .•/ _ c"400ST.PI/CT ACC. S/DEW9L/r PE.P C/TY ,'fr,*VQW4V rowrkW S&MF/C4770NS ? CGlrti'"T�PI'/r'TP. CC. CG'A?l�/Lfif/I�A�P S/DIE'W.4L�!' �'�P C/TY STANMAO 304 �4® 3GLe7✓.4Z,-r rAv.4 /S'ITA9i LEAP e177' k � k C0A1S7X:WT ACCy Atc-Av C/TY 0 � STAA/OA.PD ,10 469.Pi°k TZ)M.9TC.�/EX/ST�.9rL'�i'LI�CI.d ' exlrr5 COrVS'T�PGCT C.C. "",vF�',P C/TY STANDA�i'D W W � 3 N 3A9 G -AVW ",677W In 11 h 7 .;:FYoc,4re re,orlls; S) e O 11 `♦ I 6 AD✓UST TU G�PADIE(BYOTf/�'�PS) WWI / \ °9 �OAVrECT/NRACE _ /c corms _EX• S/i,1,1T i _ 1 lEX• S� _�EX, S w // �ELGiC'ATE M•4/L 6�OX PES C/TY STAit/DA�PO X03 - - - - - - - - - - - - - - /,J .PELOC E 0 / i Tip 9,0 �' V I w va(?7 "�' N!✓ I Eos/ ZAA17' TEPEE, ftf-AP BFEC/FiC'AT/Orv.9, TCLAC.4TX�VS X/ WN W I I /(o 40-1.6197' TO ae,,9DE " I t rIL3 I I 2 s�-t CQNSI. N �f r' /N CON ,07 S FOrICATION SEE CONSTR DETA/C 'p CONTRACT / i� ,� ' .404FAVE V W �. "Y'd �. Bm'kion SP�C/f G4T/O/V 4 �Cy/,�9L1� I � l - _ AW- i _ A07— _ Are- _ /@rl— I _ ��! �t Poo. C-28931 `lC.. put ' , �✓ I �� clj, civil � 41 I W� I 3 f I l 's DESCRIPTION OF REVISION DATE PPROVED �h 1 - - =--r==- = - - - =T= - - --= - - - - =- - - - 4,,w ;4 o �. • b . :f live �� .1 .yT� /� .' . u W/so sMS IA( urs ,,q�,�Ex�'T •� ,�,�/ Ex/s'T - ,nova (so ss��cc ) J o iv c�.PrsrM•as r,�E • (j>A1 'e 75 ' x FEiLC'E / X -•• r�_,Y ^ tea/--r+ �' _ 0 0 — O wV L Alyy N M3 i Q I� W LZ-,j A�?CH/BALD I z2 o koc *V �-j fl - - --------- -- - ------- 1 --- S� -- -- --- --------- -- ----- - - � - - I —� V I ------ I-- ---- '- - - +ifla-••_------fix ---�. C�G FENCE C�L �E�'E T � ��FENCE L � 1 , p ` - -Vii' --"-� __ •- .__ .--- .__�-_ -.__�-__ ___ LJ I a 14 h vi ,�.ow�vr N.T.S. Ilk ti � � � W O COrt/ST,PGCT /?C.C. S/lt�W.9L�Y �E•P C/TY ST�I//GJ�4iPD II 305 e.510 a C�if/STA'LCT ,9/OEl+I4GA' T.PAit/S/T/Oit/PEiP C/TY STAit/Q9PIl 0 ' ® ClO,�✓►T,pl/C'T .�?CC. ,GzP/!2�' Y9Ti4it/OAiPIJ W ——�I— 30$. I,ti,4.P.n�"TO.N.9TCf/EJl'/ST. BAC!(OFCU•PB. R6COiC.4TE(,BY OTf/E-�P5) /`�\ 0 ° I 0 / COA S'M41CT A'ETA/AllAw WALL PE�D16"M& iflat/S'//EET! W.W.d• I REZG�'ATE MA/L BOX ATR C/TJ' STIJ. 00-* , ,--oOZ rz OA:I'W AOY /A/L/ATE/Y/A/D ' A /sU *4V4F IUE /� �PELU^.4TE 0J'�(.X7/9,4L� sE M� 23 SnF CONSTRUCTION�A�v DETA/L B" &A THE WN7TAr7* sic. O - is7-- - . Ap,/!/ST 70 OAWA� c /g oof1ST.PI/CT� ?A�fo Anop DETAlz ;- /Eowml `Q W..✓. W.P P1 �'.P f/TY ST3/NDA,PD 5M aF I \ Z sF£ CONsrAUCr�oN DETAIL ';4 ' of r�YE C4v7RACr SPFC/F?44TlONS I V - - =__ - - - _ - - _ - - -�— - - - - - - -=__ - - - - - - - - - - === - - - r-_ - - - - - - - - - - - - - - DESCRIPTION OF REVISION DATE CITY �— -rte -' - �— �-- - - -I � � �RovEo �, \ CITY OF RANCHO CUCAMONGA _r L \ ARCHIBALD AVENUE SIDEWALKS �, Q � BETWEEN k < FOOTHILL BLVD. AND BASE LINE RD. ,� 1. ` APPROVED BY: DATE: j. �� CITY ENGINEER RC.E NO. 23889 DESIGN Rce. RECOMMENDED co Planning and Engineering DRAWN 17 80 MATS MAN AM*UrM X SAN MMAMM.CA urw SHEET `7 (714)n44W CALI jr of 3-3r-e� h CHECKED ,17 ItDE No 21 3! DRAWING NO. Q.dB DATE 3-3 8; --- FILE NO tin J �/= R �11 I, 6" (�I 4 Batter ,;t: L 3 x 3 x 1/2 - ®�-Washer 6" I . • 44;' A.C. Patch 6"Typfcat • 6"A.C. Patch --------------- Soiid GroutAll 4 Cells 1 r , + Varies N5 Bars _ 'Stone Cap 10 ( TYPICAL) T7P It I I ' N.G �� r' ey-Exist . A.C. Pvmt O = 16"x 16~; a SN. — Native River Rock Veneer ' • Masonry Block ~ J 1 , _ SECTION 6-6 - ~ ; - m fox 1• s . TOP VIEW � DN• ion a 3" 26 .i 4: 1, file I -�-�-- f • 0 '•'• � (/4" Flier O Weld —' + '•'' � s"� 3/16" Mblf Thickness L 5 x 3x i/2 '.- 5 aC , Tubing Pipe Bar Angle Motor Plate :,G.: , 3x lye"x Ww.t. SECTION *N-N* anchored by 1"dia Bolt 00' » - r✓ Tubing Pipe Bar CUT OUT PORTION OF FOR ISLAND NOSE' CONSTRUCTION Cut as shown in TOP _ — - -I L 5 x 3 x � AS SHOWN Detail 1" 3 " i I I � I 1 © ©06 � _� 4'Min. /fix wall thickness = ( I ( �'' u *' Tubing Pipe Bar e1r ( I I I I I 6 y o 1 4 N 5 RAR • • .. 1 Moi Ponce 8IDE i" Die. High Strength FRONT VIED { w � f sort f a .. I"x I"x 1/b" wall thickness DETAIL ",j " r J r Sim vEN yl .. Tubing Pipe Bars DETAIL " N SCALE %4 1 TC -LI=GF O Weld (rMCAL) 16"x 16"x�d" STD. . MASONRY BLOCK _ = - _ ___ a 1:4 RATTER 1/s• ' 'ppr mai _ _._ - Cop Stonf 7 See Detail NI II 1 0 0� � 26 • Native River Rock Vs R p"s to" 4 V2 it Veneer _ / RATTER -r /�� _ 2� mss: ,� . �» it 3" A.0 Pavement -= — �( N/A ) _ I j: �'•: `: ! I ::� �-r « _ 311 A•C.Pavement Over 2s v + t, _ -- - a_ �, --E It f Compacted BOckfill -L- t •TOf i ."• ,.� Refvining Curb 6 + '+ � Pa `_ -.".---- 1%- �► • ♦(Mow Strip: s"Ais1i level with N. G. ` ___� _!- ss I New PCC S;dewOtk with Ptart*er RftotnMg Curb �y, s 33 p: « i�..- I N Voile: STRIPED WALKWAY ° FRONT tL[VATtON I-f ~ - 16 Compacted Backlttf �., . • ' _ 3 A.C. Over N.G A.B.S. p ► ` + •a Exist. Curb 1 Gutter 3" Perforated « i �•. •.�, ; ';� _� u on+�cted eockfin�. . . N i Retaining Well W {� l '� ♦. . • ; SIDE ELEVATION 1— DETAIL K City std. s12 (Type r) 9 1 's ...... IR If" 1/ Dia. Gravel -_ I _-� SCALE I'I : 1 around Pipe. #?» DETAIL "L" ' - 3011 `I r DETAIL MGM NTS . 1 NTS IIS !►T Ile - - - — - - - ARCua�=n _ .a,rNUF ii"1I • h ae " Wir#s and Pressure .Lines 3 THICK A C. PATCH 6 in Sleeves t�4` Construct Retahttng "Ci1rD q)07 (Typical) 5 i tit Per Section G-.G �•i R ` ' �' ` (Typical ) `-" 26 i i♦ 58 ± I I I I �I 6" r/ c 1—( K .;:t :• . _ 1--1 -1 ,r=SOO 3 I I i -'I— ,-+-- rs' I 26 20 fjr•-- .I , f f ,� IIs'- I - �-- 37 15 P R/W Lint = a oa oa QTa I � �r Qv �` % , - -�� J'% A.M. Periorated • � o� 4 � ConsMuet Curb per 30 4 Section Construrt Curb / �. 1' t 6 0 s r 2 per Section'HH, j '1 a 2 * r- rn• ( I s �' ' (• to, 1� nzi rrYPl I \ p> Cross Hatch Stripfng 27 Typ I ' m I I 4" wipe Stripes I ! 24 on center - i rs' -�^sem 1 f ea I I T�p. f TTA.) 27 If' we f' ►-- - - -- - — — — — — — 1 C p 7 BUS R ZONE+- 2� BUS (ZONE `' 0 0 BUS `ZONE o114 �+ to, R ' ¢ �7r•._ ¢� i� f - - - - Tree Bushes - 9.e' 1 Tree r_rs :'•1 . --y I I 35 �� _ • Unloading Focilify hep M01ts 1: . t•: 9 a I I , 4• Canopy, Slob 41 ;, Sewcut Slab s Canopy 3 \• I �O � - .- I _ Conc- of Hack of Curb . `�� ;. - ;� c,, a Line Rebuild cut face 35 ; \ 16' of Cana a Pairt to CONSTRUCTION NOTES 4. I r, Meandering Alignment to be chafked 0'• I I .A' .., then approved by Architect for Central �' o !? '• �` School Dist, prior to Excavation I ' �_ -4/ Construct PCC Wtrikway. per City Std. 304 Install f�CC Curb to Match Existing o 10 20 30 40 50 r-- - - and Forming . — -•� - s �� Install Handicap Parkin g SCALE 1" 20' Construct P g Sign G66-13 • 4l 6 PCC Wa I kway I !�� '- ( d Remote Existing ® Mstall "Do Not Enter"Sign R It J (Adjust Location to Avoid Existing Sprinklers) e o -- �- �,� -, � ,t•,-• , �� �, �7 Relocate f Or others 1 �8 Entrattl;e Sign by Others . 60 3o Wheel stop \ 0� / 0. l Adjust to Grade bar OtRers *, O Protect M Place CITY ' 7� DESCRIPTION OF REVISION DATE APPROVED install Pi►asters of Fence Per Detail " CITY OF RANCHO CUCAMONGA 4 Parking Lot � ® lnsfoli Retaining Cure Per OefallSrG;K" 9 Sections -iy8•G-G" White Stripe ` i hieAapr Wheel Stop ARCHIBALD AVENUE SIDEWALKS or Approved Equal White Stripe per dart d Dtatoll install ,�eei 4t.e= per Dere,, "M" CENTRAL SCHOOL DISTRICT ' �e Construct Retolning.Wa11 per, Defoil ~� ' 4 BAR PARKING LOT STRIPING AND LANDSCAPING Construct A C Pavement (3"j over N.C. °a• M r r APPROVED 8ER RCE NO. \ DETAIL M 1 CITY ENGINEER 23889 NTS � slurry Seol DESIGN IF RECOMMENDED Planter Drain per Detail reM/Le•/fvA CiTY OF RANCHO CUCAMON.A ENGINEERING DIVISION DRAWN oEs1eN R TRAFFIC sECrION SHEET GVA 0320 SASE LINE R0A0 7 or RANCHO CUCANONfA, CA. 90 no * Dimensions for Detail "G'/ at 7802 Archibald Avenue CHECKED fT 1 9e 1062 DRAWING NO. �.1'� w R.C.E.IiO.1s Ts ewF DATE FILE NO Power Pole ;`xsfl i( Water 14e1or (Exist) PRESSURE LiNE ASSEMBLY DETAIL Reduced Pressure Principle Back Flow Preventer -"--' i �--"' 2 Sg' + i Ik4" 2,1 acle Volvo " I 1 %' I r 1� 30 ' Cap End 1 %4 r 1 2 r : Ali Electric Remote Control Valves ----'"" — - I 1/4" I rr I/4 Qviok Coupler (TYp•) 1 -- --- —— (7Yp) 117 2„ 46 it I• l y4 " 114 lie 119 ARCHIBALD __ -AVE NUE - - I _ ' 1 1 sTATiON CONTROLLER �. `A - r 24"W - 4 W 1 Extra SNere WiRES IN SLEEVES s— tea r-- .,� At-- �- —�-- 1 --�•— ._ i I I " r • w w / ■ w u • w " • I I I r I I a/s 3/4 3/4 r; \ s 44 1 I 1 1" �4 3Y4 \ I _ 1 r l � 3/4r3/" 3/4 1" I I.I ► 1� 3/, �4„ 3/ 3/+ . u u �4. 1■ 1 LJ �� 1" 3�4 �J �q' /�j X41 3/4 [ I\ `-- - 4 Line in Sleeve ; LINE IN SLEEVE L E Q E N O CONTRACTOR SHALL CONNECT TO r 4 - EXISTING WATER LINE TO SCHOOL REMOVE .TOP 4 Of NATIVE MATERIAL BELOW THE GRADE OF A.C. 6 BASE MATERIALS I FOR PRESSURE LINE WATER SUPPLY. AND REFILL TO 4" BELOW TOP OF CURB 1/3 �3 1/ i 1/ 1/ MODEL PSI RADIO GPM WITH CLASS "A" TOPSOIL . THEN PLACE SOIL ' 2 AMENDMENTS BEFORE PLANTING. Ili I �D O O ' (1) ® RAINBIRD 1806-12 SERIES 6" PUGH POP-UP HEAD 30 12' .68-2.6 r 1r Q RAINBIRD RPA-200 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER I ❑ RAINBIRD IS C-4 STATION CONTROLLER IN MYERS CABINET CENTRAL SCHOOL DISTRICT PARKING LOT 5' , RAINBIRD 200 EFA-CP-PRS ELECTRIC CONTROL VALVE 2"(Set Pressure a 30 psi) M /~ RAINBIRD 150 EFA -CP-PRS ELECTRIC CONTROL VALVE I /2"(Set Pressure 30 psi) TREE PER STAKING Q RAINBIRD A'33-V" QUICK COUPLER DETAIL > j GATE VALVE N ISCO OR EQUAL I / CLASS 200 PVC iPS PLASTIC PIPE ( I I NEw CURS I • , SCHEDULE 40(PRESSURE) PVC PIPE I I ( I I � r �" 3"A.C. Pavement Patch 4 CLASS 315 PVC PIPE SLEEVE FOR SUPPLYLINE Q WIRING (Size.* 2x Di0. I __ Supply Lint 8 Wife Bundle ) I I r:.i : �w >E I — — — -- I I �• ,., _ 1 E1rlst. A.C. Pavement SPECIAL NOTE ALL PRESSURE & NON PRESSURE LINES LOCATED IN DRIVEWAY SHALL " Compacted Backfill BE SCHEDULE 40 GALVANIZED STEEL, SIZE : ONE STEP LARGER THAN SHOWN ON PLAN. CONTROL WiRES SHALL BE IN CLASS 315 PVC 2f DIA. SIZE SECTION ~ N-N ~ I 114 STATION 115 117 110 ` 11' ALVE SIZE - - I - - ARCHiBALD - - AVENUE �- - - - - ---* - - - -I - - - GPM GALLON-PER- MINUTE rD_"� A aYM801- B TrP C ` (TYPICAL) (T1rP) ( (rVP16Iii 12 5 SiZE 5G IG QUA NTiT Y ti "Y 7 • r �- [ I 1 1 I `J NN • `I r PLANT MATERIALS LIST ( TREE A SHRUB LIST) • CENTRAL SCHOOL DISTRICT PARKING LOT SYMBOL QTY. SiZE BOTANICAL NAME COMMON NAME IA 25 241 BOX PLA TANUS ACERIFOLIA LONDON PLANE TREE 8 5G AL RAPHIOLEPiS INDICA "BALLERIN4' INDIA HAWTHORN C 1 GAL AGAPANTHUS AFRICANUS DWARF LILY OF THE NILE I PETER PAN I I I I I D F2'0.C. FLATS GAZANIA "MITSUI YELLOW" YELLOW GAZANIA ALL TREES SHOWMV ON PLAN ARE SPACED APPROXIMATELY 10' QC. WiTH A NO. CLR. FROM UTILITY II I r I I I ( I POLE OF 6'. CONTRACTOR SHALL VERIFY MiN. CLEARANCE WK/ GOVERNING UTILITY AGENCY PRIOR I TO PLANTING OPERATION AND ADJUST ACCORDINGLY . _ 0 b 20 30 40 50 .-,�.�.,..-,r - x _ MEUG -. 1 .4..A�.,- I SCALE 1" 20' r f�Ms MRIGATION CONTROLLER SERVICE 1D-3 1806 HIGH POP-UP SPRAY SPRINKLER ` � I i�'-� •wu ID-40 RPA REDUCED PRESSURE PRINCIPLE DESIGNED TO SUPPLY METERED POWER / h Ig ID-29 Eli ELECTRIC REMOTE CONTROL il```k (Bottom Inlet} b ADD ENCLOSE AN IRRIGATION CONTROLLER � [L[cTRlc►Rooven INC. IN A HEAVY GAUGE VANDAL RESISTANT ENCLOSURE BACKFLOW PREVENTER VALVE I STANDARD FEATURES L UTILITY LANDING LUGS METE • L METER f 100 AN► am S. UTILITY TEST SECTION - 4*ISA SERVICE DISCONNECT � 4.CONTROLLER MOVNTIN{ AREA - 1 �• LLINE CO OUT AREA Q [.LOAD CONDUIT AREA !.UNE ACCESS COVER (0EAR1 ,.*,SP. DESCRIPTION OF REVISION DATE APPROVED STANDARD VOLTAGE IfOV,I4,E1 C* SPECIFICATIONS M CITY OF RANCHO CUCAMONGA •M$AVGE ZINC COATED STEEL � 614 Cr' COMSTRUCiION I G�yi'iG I�•I��l`IE�T �j(IGW� A�S�TVCR -r1F•G-NEIM-TI ES.• TYPE sR GAfNETFD ENCLOSURE r l�.a•MKlS77 TG RLNICi� ■ALL FACTORY 110114 IS '+ �%PPc•Itf. -- o ARCHIBALD AVENUE SIDEWALKS ■G[TACNASLE I" MOUNT SUS- � I I lVil1'4r BASE FOR FAST INSTALLATION f • 0 • STANDARD FINISH•LIGHT GREEII - •� -'� I I - ��� BAKED ENAMEL OVER CORROSION i WN�7 rc d11�rizl CR TU- I••-1 "INE R-EXCEEDSC250HOURS SALT CENTRAL. SCHOOL DISTRICT RESISTANT ZINC -r, rE-N rr+HG SHAY ASTM 4-117 'I FET. MOAT VIER BECTION VIEW .PLYWOOD 4ACNe0ARD Fol LANDSCAPING EQUIPMENT MOUNTING P47rPr✓+�• uu taunt w I■C,nt■t tlrt utwtna Cart"AttA ADDITIONAL INFORMATION , 3•'rsX '[>'• 1 c.i� -- ►'`� -�- APPROVED BY: DATE: �E� • y_ FOUNDATION DETAILS SEE SHEET �7�N PII•'i.• �� 1"1 •' 23889 TV MIRING DIAGRAM AND 1 ■IYf-I'rtff 1{. 110 qp Il f !/f Ifo FD'IAIA,t01Q AN02A14 I"�•+J111j ►^ CITY ENGINEER RC.E NO. [ ■[uf-I•■aC too u o u0 n f 1 rf u o • - - _ _ f .[uC-I•x"� :.o Ifo ao [I f f rf uo FLOOR PIAN SEE REVERSE EIDE - I ,f (A. fKfl Old'I=OCA:7.f' M SHEET C/1 TILIZIi(IA DESIGN RECON NDE n[Yt-1-■ff1 ' I 7t 1 f 1 7 �- ' At "° S.0 11, fi5 Ift a�trli0[rN=I�ItAM �- RrDI^•OIlGItEi.7El?. CITY OF RANCHO CUCAMONBA "twAt tr r, r,°t"..,."b,•,. GVA/LJP 1 ■[ut•1•■"! ift "o fro of ,7f Ifo "'"O'•""O�<s°tsm"s rLANY[NG tAbLf t3�•R/tA'•V• urut„oc".+:.,....un"or,tr,•,° AVS fA b/tl pia/AGI, I/Y ENGINEERING DIVISION _..-.— DRAWN oEsION a TRAFFIC SECTION SHEET r TREE STAKING . DETAIL GVA 0320 BASE LINE ROAD1 RANCHO CUCAMONGA, CA. 91730 _OF CHECKED (rls� 989 1062 DRAWING NO. BWF X I/A" (A/.x.1;1 L41d5t;Y R.C.E.nom_ DATE FILE NO