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HomeMy WebLinkAbout990 N QQ- BENCH MARK NO. /04 NY"lF0,"ot• - • M1�"1E0� ry � - tt� -_ D:EISCEN Y bfYlE Y • bEHtECI. DIE1S brvlE CITY OF RANCHO CUCAMONGA bwotWE W bEt1EV4, buocirEso V _ C1415GLED �8 ON TOP OF CUMRT WADWALL " A AT THE 80t1THvvw CORNIa OF gAvEN Qu AVENUE AND CNUWCH STREET. ELEV. _ 1254.972 P � - i-4 2 GENERAL NOTES All N 3 0 1. RanehorCucaawnghall aeS�andardsaandrdihlce with s[andardhSpeelficaelons foryot Public .v (Z. JV o'o Works Construction - current edition. Contractor shall be familiar ti 3 with and shall be rtsponsibl* for adherence to these Standards aped VJ specifications. !. All pipelln*s or substructures of any kind, telephone+or power poles, t0 d p NN water meters• valves, fire hydrants, etc. shown or not shown on these V plans within the right-of-way limits or in adjacent areas where 1 C3` Improvement work is to bw done shall bw removed, relocated at protacted •F' J in place as required at no cost to the City of Rancho Cucamonga. I r v W W N 3. Any contractor performing work on this project shall tsmiliarite ltim■. Ln TNJ - self with the site and shall be solely responsible for any damage to f O existing tsciLO 4title$ resulting directly or indirectly from bis opera- ! C '� tions, whether or not such facilities are shown on these plans. N N LA -fl m l �► (oA _ D Z �� _ L. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or cogstru,tion,withjn City of 1 .� Z.ID Rancho Cucamonga easement or right-ofway AND IN INTER3CCTIoW gwEA. b. f. All grade stakes shall be set by the Contractor or Engineer. Paving IV ex stakes shall be sat at all hinav pints, mdse cat pavvm«nt pelota (Xy n within 0.01 toot of sub-grade elevation and at not more than SO Eoot ___ -� III intervals. Additional *vin stakes may be required b Cit Engineer + + tA N� '1 / 1 as needed at warped or vertical curve areas. q y y a i. All sewer, water. electric, gas. phone or other utility latero!*, vl. - A mains. or crossings shall be constructed prior to paving. g performed at sw Compaction test* of esd+ankmernt construction. trench backfill. mem- > + J eoatito the City of Rancho Cucamonga. A written report with these Z f Pae g g ground and all sub- Cedes shall be (o n z P O 5 D G A E IDs ^- • i compaction tests shall be submitted to the City Engineer for approval ^ • prior to the placement of base materials and/or surfacing. N ~ J hl t - UI fi• At the Completion of pving. a meterials report shall be sw►mitted to _ .� AIN •n �• 7C v the City Engineer. Liming all tests or determinations cempleted to r �• Q1 tr _ N (Jl verify stability oil content and Gradation of asphalt Paving IV qm 32 W `�� ,�� - a1 !1 0� f, Prior to installation of envy pmrirg, a materials report shall be + submitted to the Cit neer Listing all est i Ing s or determinations I .� completed to verify;y Eng costs • C7 '� -sieve analysis and *and equivglewt of • - a�greg to base moo avirlg-shall be performed !n aecordarxx With tt-value and lavetarrtt tests + J N -.. p •.1 '� N p taken to determine structural sections (prior to final plan approval) - ^ ` N + D N + ro N y ;/O N O 11-1 'c.,-- Il. Yhan 0 fwprovemencs art to be Placed M matin seal which consists of a O - - - ___- .___. + - rocky material, the sub-grade shall be prepared by removing all rocks w p .� N which protrude above the sub-grade and all voids of depressions shall ,,`` es' N - N - -- be tilled with a fins grade material of a quality better than the natfv. O 0 fob L# (�Y . N :e (SI Wf material. / 1CF ig o P 5 D o I 8 i �- y v N N + n y CI�j�E�j G A E 32, �1• ,p' 1Y. It tM asphalt concrete ie to be placed ea ewb-grads, a wits et enc LO Q1 �7 L11 I registered by the E.P.A. for caste under A.C. and P.C.C. shall De uniformly % Oaf I ,,y ` O ..� fw applied at the manufacturer's r*cosmeanded rate for the fgll"pavement (2 2 ,A t �► v1 width prior to paving. - - -- - • a r fl V � I 13. [ttimats of quantities is provided by the [nglnber scaly for the oen- • Vonience of the developer. the Contractor shall make his own deter- "nation of construction quantities before submitting a bid. An '�� • • PROF/LE SCAL QUANT/TY TONS OTs CO in �f walk required nt these lana which is not specifically lithe/ P .... � est mat of quantities *hall be coroidered as Included is the • N y --r- a other items of work. _ HOR/Z 1 -40' ; Lp s+� r65 L.F, 21 CONSIMUCT W Mt6H CONCREIT CAMM POLWCO MONOLI"IC 1LLV. Ii. Street signs ptr City et lsrcho Cucamonga Standard Newberg A01 qd ap2 WITH SAGE OF SIDEWALK. - shall be constructed at each intersection. L 3t. fitlD O 1 EA. 22 CONSTRUCT CATCH BASIN PER CITY STD. NO.SO2, Mx23', 1S. City approval of plane Acte not relieve the ieveloper from responsibility N (� + Ul + fl .� N �I D s 4, Vs 7s t a 8 • for the 'correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to En �_ _ N I EA. 23 CCW5TR0cT CATCH SAS1N 1'�R e" M. Im 502,'w e � the City Engineer for approval. 0 v '� apo Os s'• Vx8.50� tsfoe. in 0 A 40- « Iii: York site and exterior strtate shall be in a meet. cleaa, -hasard'fre- /2 LF 24 coNsTRUCr It L.F. OF 36OtA.1f.C.R RM O $TORN [MAI" D 4 s1o� tU y �' BETWEEN CA CH SASj S, • ♦ orderly •Cara. throughout construction. Sits shall be cleaned upon -i r.. request of the inspector. t> 2 5 Ek! O N ru 70 LF. PS CONSTRUCT 4' WR* LOCAL OEM I01IN 0f1 rER C T9' S`'I W NOt 61e. 1j• Cpncact all htility Comoantes ss regofreA. ♦g hours Prior to 4xcoverlon. a �, j1 c ._R. _C'A_ E 5 L.F. TRANsI•riON FROM a" To #L" CURAFACE. - 8 9 32' EAST o v /0 1/ 12 13 14 /5 1 EA. -+ 27 CONSTRUCT CURS OUTLET t"4IV cS1OEWALX DRAM PTR CITY pUANTlTY CONSTRUCT/ON NOTES PLAN SCALE NO.ILkY To��OF s PROPOSED IQ" 40� 775 L.F 25 %AVVrUT Exls'rtl� A.C. FAVlEMmT IM A CLEAN,s'TRr ear Low. 147 TONS At. 1© COLIGTIZ CT 0.42" A.C. DU 0.46' CM3G AEo b►GCV_ECaATE 140 T" BA6E I 37 LF pg SAWCUr AND REMOVE EYISTWO CURS AND GUTTER. 37 LF. CONSTRIJIt'r VJlR1ABLE MEr[LtT Cults F/teE UitTH t4»Gitt`t'E1R 355 LF 2 CotaC,TR1UCT V CUES ,.ff 2r CAUTTEK PM MT-( CTM. M_40t. 1.10. 303 4 EA. 3I wsTwLL ago eulnErr t'r1fEET LIdMT sTAteoAltfl 39S L.F '6 CbN%T¢•uCT t2•' COV-5 W 12d•'' VAtJTT'EV- PEC CIT!M7 [7�ilDo. WN. SOL S_ ISO SAF. CONST'RLfCT' mit oRtv!E p arrY` gam. 416 S.F. 4 M"07-MuCT 1377E APP'PAACNA ftZ CCT( GM. t�tG• U6. 3DG,CASE B AWCUT +ro. 3es. I NOTE: 8 WATER MAIN TO BE LOWEREO IN PLACE ` AND FIRE HYDRANT TO BE RELOCATED BY 14 LF. O REMOVE EXISTING 13LOCK WALL IFI STREET R/W. 3010 S.F. 5 CwomzU CT C�1S7Fv&L%L A.vao TZ14MP Fm 0tT-(C,,W. M4R. 1iz.'3tp SEE SHEET 2 FOR DEVELOPER MR cucAMoNGA COUNTY WATER DISTRICT 480 L.F CONSTRUCT rZ" Ht[+►1 CONCRETE CURB POURED MOr10l,t1H1CALLY INTERSECT/ON DETAIL 1 WATER PLAN PROPOSED F'DR THIS PROJECT > 1 EA. O 1g5TALL. 25,500 LUMEN STREET LfGHT STD. �0 wrTH BACK OF SrcEwALK I ' 121al TOMS 7 CONSTRUCT 72" OF A.C. PAVEMENT OVER COMPACTED SLIB6RADE ' E¢IDT 4G' G,TDMA bT� IQ a 74G5 S.F. a SAWcUT AND PEMOVE EXISTING 2"* THICK A.C. PAVEMENT AND BANDONED EXIST' 4':t THICK AGGREGATE BASE. l' ` E�ICiT. CATLF46Aglr.] E,�If�T. N¢R� i C'�ISTTESZ E•LI�T. C>tt vlAl�L EyGt7t. 6LDCIL \vALL WATEF� MAIN EXPOSED �`t° - !S EA• q ►1G,T,&LL G�TQEET -MEF-G FFZ CI'T� 0M. ��tL�.V40.60T 4 6b* ON GROUND Til 13E REMOVED _ _ . . 1D � ---� 4?o t F QEnAbJ� 'E�IOjT 2 S t-�IGa C�'tatE bud L`Ot1CiLETE �vb.LL EXISTING IMPROVEMENTS EMENTS PER Pi * 520-+ - SA CUT a 1(o FA. I1 1�0�� E1�1�C � F�is AND - /t1r 7 S r4TE� 14$ ,I ``' PI��140L S/TE. �I a _ TURNER 18 - 8 2�`n v� I EA. IZ tZE•M E. ESC QT C%A15 .a1U AND EX15T 48" R.C.P t _ VENUEr z '° CouuECT 8 9 }`�t NI' i i1 ?.5 .c. -- rZ E�Po , 2,5'u(C' N 1� L 4 �� I r� 7 13 / K . av- PIPE - - 'Ccs# ti�>r- L a QiZ�idl -71W /.6 ,� - --- -�- - - 8600 5.F l3 SAWCUT AND REMOVE EXISTING 4 ! THICK CONCRETE PAVEMENT W _ \�tAl l__ l3tSQ e"tA.C. PAVEMENT. ) cur t(NE LAI _ _ OVER N THICK _ _ - ----- �..• f,c� �- _ - _ _ _ _._ � .0 14 QEC�1.IC,TQISCT STpK .� c � ,• W --- �_ _ �.,___�_-- � _ �__ �--. _ __ E _ _ _ --- - ��'{ _ _ ¢a,A b�¢,�.Itl nQ �'h,lt.. DES Gr-IEEZ' 2 - -- W EXISTING ` , s �1111. t "S F_ e`F . r - r+ - _ _ -_. t. - �� _. ♦ e:f AND STORM DRAIN r 1 *aa. - \l _ 1 s. .. i tl 1. 6_. 1^p _ IMPROVEMENTS tYT,-,>+�7 �'t • - ` sit. N �, Q C A_ __ .C•__ __-g� ¢e �lve�uT -C A.C. PER PLAN Gr4-) 4 EA. 15 ADJUST EXISTING SEWER MAN HOLE RIM TO A40P05E0 GRADE A5 ._. _n . .__ - -- - - NEC _ a •• _ . _ _ _. � f' el LF 116 L:0QQT 0V-T BI L-Ft .C . , Dov n, PQOM ca.Ta�01yA cr.A -to EX15T CURB GOT-t- R ,iy E 9 a. D. G O 17UQCTIDt1 G,"I'Qt�CTJ P �S P 3 bR PP 1,1`i_510E P.c+�131�StIE E*IC,T. F12E 4I(btZA1JT . "" , "' O 31 Co KGWIAI 3 To¢FMaIhJ 31 cJ CO To e mwo Il 31 Ji St •. -11+ �' ♦ 1"1 rplto L 5 -EAbq `' 105 S.F. 17 CONSTRU 4" THICK CONCRETE SIDEWALK STANDARD TRANSITION PER !l ETT. mwn_-mu 3 i W 10 'P = 5 ra W C�1�7 O IP000 SF. 18 CITY s UNOARO DRAWING NO. 311. C)TV!ICTUZE A rtnl• pp_ INS It_� o til O CT VARMISLE A.C. OVERLAY (3"MINIMUM). E�1C,T. 8''WATFIZ. I •` D t -Ins i m O b6S 5F IA CONSTRUCT VP►RIABLE A•C. OVERLAY CI" NIrNtMLXM). Math f3 z `I� $ -{ -� O E>trT- Q' C Tt7IZl,�t t 4 EA. 20 AD.SUST EX15TllllG (/RLtlES 'la PRpppr,Ep GRADE ,� AIbGESEgRY. SEE SHEET 2 44• 440 C/T Y OF RANCHO CUCAMONGA URVE DATA -C(�RETURN 1A= 83o 53'20" 12 32 32 ,2 a� PLAN AND PROF/LE CU.P. 82-/2 L = S4.91' ltxT►1,1 1MPIzD�Enll a3 -r. 34.33 �� , s s � ISEE�„ TURNER AVENUE 12'_ GDRAINAGE FROM 50 FEET SOUTH TO 530 FEET EXIST G HIGH 12e / BLOCK WALL 11' PLANS ( 1DN '_: _b NORTH OF CHURCH STREET LEVEL 1HE APPROVED BY DATE o- 7- =PWMATE ENC'INF.ER'S NOTICE TO CONTRAi."11OR M ? CITY ENG/NEER R.C,E. No.23889 TIE EXISTFN(T AND 1ADCATION OF ANY UNDERCH)IIND 1►I'IIATY EXIST. �NC. 3 I .f�D=' ,, _ �., 5 ' DES/GN RECOMMEN ED SIDEWALK CARL W. DONMOYER Q ASSOC. PItPES (112 S'TRUC TIIRt:S 5H(1NN ON Till St: I'LAWR FJl;kl; uH'I'I1INI:U 8 BY SEARCH OF TIIE AVAILAHLE Rt,'CORUS. TO TIIL iics,r U!•' ;•:.' - - " "- a ` K LA U E!<I)C 8 ,BAR MD IZ /433 E. ALOSTA AVE. SU/TE E OLW KNOWLEDu'£ "IE'R; ARI? Nfh EXISTM; I►rILITTES EXt'I:I'T :+::. ft7(19f >:" C. OVER 4. �� As :;H�-)WN ON Till!;l S KAV. TIIE t t1N'rRA(•I'0R I N I(I.�nl l 121:L1 TO 'xiS `", 3 DRAWN GLENDORA, CA. 9/740 SHEET t Ex,s-r 20 cuRe A YP/CA" ECT/ON EXIST. 2 t rr1(cK Ac. (8181963-5710 . TAtE DUE PRf'CAt1rIONAkY Mt.ASl112tS 'lY) F'RU1'EC1' THI; (MIL TTY -4_.. .a_ OVER 4"i T1,1ct< CONC. PVnAT.' RELOCATED bIDEWALK ON 611T. 2 OF 2 FROM L - LIGES21"GUTTER f2" LIP) m TA. 12.125 TO 13t'SO f TYPMAL SECTION 5-1�-8 SJF� PETER BROWN / OF S"OWN SHOWN AND ANY oTHtk L1NL'ti M(n' OI' RE('(lRU ON NOT TURNER AVENUE T.I. = 8.0 R=50 Z,*� CHECKED ,�g� DRAW/NG NO.-� � R.CE No.3x9382 SH01•IN ON THIS DRAWING. _ tNo gCALEI STA, /2+00 TO .SrA. 13+50 NO. REVISION DESCRIPTION DATE PPR l}?tQRK LAMDUREl1X DATE R '-6' 05 ✓OB No. 82-/0 99 MMMMAM JN 62-10 1 i r CON STRUCT/ON NOTES Cl) CXW5TRUCT 0.42' A.C. ON 0.46' GgUSHED BENCH MARK NO. /04 A"REGiiTE VISE. 0 CM5TRUCT 8" CURB W/24" GUTTER PER C17Y CITY OF RANCHO CUCAMONGA `DiESCENy © b . E 5M DWG WQ 303.CONSTRUCT IZ" CURB W/2t" GUTTER PER UTY CHISELED "W ON TOP OF CULYERT HEAMIALL 1 , t i ( i T N 04. I ; STD DWG. Q 3 ORNER OF HAVE j � I I I AT THE SOUTHWEST C M I CONSTRUCT DRIVE APPROACH PER CITY STA 1 i 1 AYEWUE AND CHURCH STREET DWG- NQ 306 CASE B. _____-_ ___ ___-- - _- ___ _ I _ _ ' _ _ _._1 . . __ _._ -__-�_ _ _ ._. _..- __ _ __ __ -___-._ _. L _ ` f^_ I I © CONSTRUCT SIDEWALK AND RAMP PER CITY � � � i i I ; � � �z � � -� STD. DWG. rVC1 310. EL EV 1254. 972 ( i � - 1 - -- - - - - --; _ - - _ - _ !-lf-=4 - - - (- - - -ONSTR CTI HIGH OM CR UR s A .2 1219' 0C U 2 C ETEC B AOURLD 4•�I � __ , _ .� l �_. 1 _. _ P.t. IP� 7.72 __}_ _ . ._ . j ___-_ r L.__ _ _ I__-- 1 __ ) ___ __MONOLITHICALLY ITR 1 l f - - -I - TO P= T _ To PW BACK OF S DEWALK A TO P.I. y , i I .4 TO Pr. TO PI. TO P.I. 4 ii' ; O R CONSTRUCT 7re!' OF AC. PAVEMENT OYER /4 4 4 , .... i _1 -. _ i _. To P= } } � 1 P.L- 1260.32 i i = i j r� - ! COMPACTED SUBGRADE. - •. I i Ic. u I ! W AND REMOVE T "_ N - - - S j Nt ! ! ! i _. } _ -I l _ .I �t+n oz . 1_ - 8 SA CUT A R Ex ING 2 THICK ;�t id-.1 __ - } - ! _ 4 i - 1 a } I ro 1 -__.� _._ I J 1 O N t N , 0 P.2= tP57 00 P. 2. ; 1259.34 _ _ AC. PAVEMENT AND 4'= THIcK AGGRi'GATT s' b� N o ^� i N - m I , In t9 + i N^ ID - 1, Ip - �,_ - _ PS fQfo f5 BASE. O v 111 + 11 _ o I L # d r , N , 1 { , a f - 1-- N + - , - + SNSTALL STREET TREEg PER CITY STD - 71i . ID _ u ro I I ro r _; _-. _._ __- - _._ - _ _ I ro to I IiA - s m op J '1 !A Q` - ! - i j ' i t0 _1- - N S 1 _ _ _ i + ry O ! - � W � • 0 • W *1 � t OI + N u n .� y i �- , Qo 1 - f 1� 0 1 + 1 } I tD � � _ I c _ DWG'5 NO. (.O1 , GO5 :i a * n �,, • - D I o a I rut u + y iv N 01 v 1 �• + _ In I a :.� ry + i f �og a M w . 'A m ¢ a _ -_ _. i _ _ __ __ _-_ ___ _ _ _ n b u o i a REMOVE EXIST 2.5 HIGH AND NCR A r4 '1 ! +. I I j. = 1 Q STONE CA n n � ^ I+< I, � w n � n g � �► ro � vo N ro � ti - I in j { nye I} , ro �IAo o � � � � nl n A I ;, i _ I LL. i ^�. -•-L n _ . a o B + - i +c�•28�161 +�2A 1 0 (� D t REMOVE EX15T TREES AMD %E-PLANT THOSE qq � V - - - - n © , n -d4fe h i :� :� - �,` w o .I ro 144eo 1 I g o �� g s. .� TREES DESIGNATED TO �E SAVED ON THE I /o r1 1'1 I _ +� + - .i N o N to 1 - !. J ~ t1 ( 0.-x`290) C-a9�96`1 Ti APPROVED LANDSCAPE PLAN FOR THE PRO- _ _ - I �_..► j i \�,� �� In - `--1� N I -{ L N >iOS�O , v , i 1 i TI7P I of r I 1 r'OSED PRESCHOOL SITE _ _ �,.i _ n _ +•I ____n n ; _. _ . I_._ _I _ _; - -- __ _ __ - -{ - - Oo � - ___ 1-- - ; 1 , REMOVE EXiST. CATCNHASIN AND EXIST 48• tP o• cuRe 32' NORTH ♦ } i I (-0.35% ) JJ ry £XiST. GROUND - _ . __ - I .. _ 1__. _ �► _ ___ - _. _- 1 __ 1_ o f ( j Rc.P. Cok"EcTm PIPE d ♦ t ; ! , ry X15T CEN'TER'LINE A ! I 1M 3 3aWCUT AND REMOVE EXIST. 4"` TN1Ck , r' I i 1 i N44' NORTH TRANSITION F1�OM O _ PF�OPbSE�D CsI4A[SE N + 0� i r i t»1 b - 7 TO [URB t54C� 9 I 1 - -- -- ;J p _ _ . !- i ID CONCRETE PAVEMENT, OVERLAIN BY 2 THICK ! )..__ '' _ I _. .i i . • + {__ -- -------. ___.. i _ _-_ _ 9 I 1� _ I -; a _ __ 1 _ _ _ I___., ,__ __� - --____ _-- _ _.-� _-_ __-- - �- ____1 __i-__._. __.I _ ___, 1____I _ a -__ -__ !! w A.C. PAVEMENT � � � � i .a N , 1 � � � � P _ � � � ----- RECON RECON5TRUCT "M DRAIN PER DETAIL ONSNTZ ; i I i I i !� i �a i I 7 1 ! �1 z i 1 ! 1 i , Is ADTUST EX15T. SEWER AND STORM DRAIN i*N ; i ... , , , I !� (, n 8 ,�r�T. C I1Er t:tTCA HOLE RIM TO PROPpSED GRADE A5 NECESSARY � ' � ,. � t ' � © CONSTRUCT 81 L.F. = 48 RL.P. , IOOOD, FROM - N _ I _, _ Qom• �1 � � .- i cr 1 tp� v �I M � -! � � 1Q"4. i �. ti' l�r��' G 1.24 F L. ! t CA7CHBA5IN TO TUNCTION STRUCTURE. �o ' is '` ; ; _ _ _ _ __ _ _ _ i _;__ �. _.�_ __ .� _.- - - �_- ti' o• �. r �•.� �1 .� ,�o' • s I { �• � CONSTRUCT 4 THICK CONCRETE SIDEWALK STD i '�• �O $ ' N I = n •�. I , �� 20m o� 2' �. �lv ¢i l�ti• 3 TRANS IT iON PER CITY STR DWG Na 311• -� } --1 � N � .j � _ -; __ ._ � _ _.I- _� ..,_ _ � __�__-}-.__------� _ -- - --. _ PROFILE' SCALE (>� I i I GO.'T5 .L. - 1 b CONSTRUCT W1 14ME A.C. OVERLAY (T JOINd11W > _ _�..___ ! _ -. _ _.l'_._ -_ ;_ in _ I I_ i. --__ - +- ---- -- - iE STING 20'• GURb V 1 5 HOR/Z. /~=20' I Cf)NST VARIABLEA.C. 0Y Y I"MtAl1AAlMM;. ; Q6 _ o -A -� �- --f �"'_ l `� I I o 1 RUCT A MLA ( B, (o.5zq (-o, � _ i �- o h y + U P _I.. AND 21 G UTTER�2"LIP) + W s ` - VERT. 4 AD-YU5T EXIST. VALVES TO PROP05E0 GRADE I }_ . ., ( ��k) _ _ i 1 1 _ D N o o + I._ f �_ I _ _.� I- -- - - l- -I ; s �! - �v ro REnna AS NECESSARY. 1 + i 0 �) 1=Qgb96� J n I "o ; N 1 1 1 I �, ALJ J t o Hid IIr471U. � 36'E.iE ii CONSTRUCT C WGH CONCRETE CURB POURED _ 96) .' _ { } t i lot I , � i 0.�37r;) - i 11 ii 1 d1 O MONOLITH tCALLY WITH BALK SIDEWALK !._-__ .----- 1 _ .-_-_ , _ __t __.i_ i 1 ! (d6a Z _ ••. �� , CONSTRUCT CAT-14BASIN PER CITY STR fit) - ® NO. 502, I ry j i I 1 i I I 1 i 1 ,"38) W �. 11 s ).-_. -- -- - I -- - - _. - - - - - �� W 23', D- 4 , Y 7 , T 8 W ! ! ! ! t I { a_ -- - - I ONST T CATCNe,A 1 NO. •• i I , i ® C RUC S N PER CITY M. . 50Z, , Ii 1 I f J t i I W 23 , D 5 , Y 8.50 , T 10 CONSTR CT 12 Ll pt 6" DU. R•C.P. 1000 '� I ! I I I ' I ii f► _ _ © STORM DRAIN BETWEEN CATCH SI I 32 i• ' 'M _ -- _ - t X50 � CATCM 1�AStN 6A N5. 1., } ( L=,� T. TDP d - F u : N T 5 �/ I i- __. 1 __ 1.___. ___ _-.__. _ 1 .__. __._ _. 1_ ___. i __ !---.._. _ _ __ .___ __ _ __ ___ .------- - m ;e• Q�,i ti LL o �''n ' Mil CONSTRUCT 4' WIDE LACAL DEPRES ION PER CITY . ._� ^ � � . --� - � � -••� .. -� ,. •t N_1© _ -_� -- �_ ___ __� STD. W. 516 � � I 1. � TRANSITION FROM 8 TD IZ CU SFACE C+ *' - CON5TRUC7 CURB OUTLET UNDER 51DEWALK _ i c-� _ l ; - c� ;� ,_ _ _ _ _ I ! 9.6'T)F tt.3e T.C. I o U4.41! I r11Y. f DRAW PER CITY 5TD. NO. 506, 2 LONG TRANSITI W s i ; ! { '� a "A FL. , RC 1, _-�.� __ ; ' - _.�. - - ' ----�--- ' { �. - .�_ •R 't+'. II+Ofl i Z : � I I P .Doti FROM PROPOSED 12 DIA PY.C. INLET TO PACK ,_ -___l _i__ -1 _ -- :� o -1�R__ __._? ____-!- -�-__� _i_.�_-- _--_�__� l __L SCALE I t0' ¢ _.-�-- 1-- Li _.. OF SIDEWALK ! ttri>, I ! A • >� 54.00 iNV. { , SAWCU7 EXIST q.0 PAVEMENT IN A CLEAN, ` i "" } __ __ _ _ ,. _. - Q1 �� P " DIA. R.G.P. CLLRVE DATA I ! % J STRAIGHT LiNE. _ __ I _ I �.. ; l - 1- l .-- - - - _ ; . ¢ 9col 00" 0 . 1 left 2 40 i LN E All. < : ' ' ', �, :, �'•9'FL• R 11.42 d S,AWCUT AND REMOVE EJf i5TIN6 CURB AND GUTTI`R i ' I , -- r of < ; , �' ' i ) CONSTRUCT WRIABLE HEIGHT CURB FACE WiTH I a t - _1 I _ 1 _, -- - _- -- _ __ - _ I 1 u. �t o .p �, Sb'4 E L Ts 3L 3N i 2 TT i I ( ! r , s , a1 �' �; - �' lo.a�.so ! clttcp>3A�lu .� GU A 4 ER J I - c. i - - ! _�. . 1- - I _1 , I , - -- - - j SCALE ZQ 1 )172.06 LOST T.L. INSTALL 9500 LUMEN STREET LIGHT STANDARD• � ; f ! 1 _I J i wCOT LIN I 9.2 L. Aa9.1S"1T,t, CON57RUCT CONCRETE DRiVE APPROACH PER - 1 _ - -- I - -- - - - -- - - -- -- - 2.07 Il►ty. 915.90 FL } CITY STD. NO. 305. i I 1 � E'.1 1 � ®3 REMOVE EY15T. BLOCK- WALL IN STREET RIGHT ' (60.72) 85. 1 1 I # I OF wAY. PROF/LE SCALE _1 _.-- - __ _ 2b ���:.• } .-. r INSTALL ----� �-_ _ _�_ �.. EXISTING 8' CURB ANO r Ill �b.99F.L. b� 25,500 LLLMEAI bTREET LIGHT STD. ! �� ® s ! f 15 GUTTER LI i - - -- --� �I P� o `I alp' t - v`j°��� HORZ /N O , I j 02)Tc. • �' _,� bo7C : ! { i VERT. / s 4 I i Q 59.40)F.L. �• d u,,`'I .� !' 59.13 F.L. d o', I -! (g9.47)E.G, d MF a� 4 59.05E. ZOT.CuuI : �o. :'•. 40.00 a+a 1 I r a A i. s4 e. 8.5. IB e.5. �a o4s _�_1._l_�_ �____ _ _ i._�__ l� _ _1 _L I _� -- -- -- _ I ( w �5. (59.45 t35• (59.5'•0 8.5. 3 12(00 25)9?a =~';' �c"�f 10+52 b -,, Sg (100.0) 3)FG G. � 9 T.C. 20 10 12 14 tai 60.19 B S L./nfN SVQLF ; �- a .. (59.17)T.C. ;�a :a-' a' p a. (5'•62 T -;��' `!� IUI, ^ '� /'a a n. Q (58.95)FL. 'A Q < O 1• t •o. ';;�r 5B•22)F.L• -D '° i- - SgOg)E•G '� • /~= 40' �.�.- (59. )T Q �� ,..� - ,. ;"• 59.76 TC. a_ 59.81 T. 1. 59.08 •L. fig. T.C. p '° c. 9.26 E.G. 46 E. 9. (59.1'7)T.C. 20) (59.18)TC. (59.32)TC /(59.4g)TC. (59.55)T.0 (59.3 G. k� 1 U ,4 ((00.0 ((o00)F.G. ,C L ; (60.2) F.G. (59.9)F.G. Z (59.5)F,G- (5850)FL ss.s2 (58.55)FL, (58.70)FL 58.83)F.L. (58.93 59,) C, l 9.1 C. ` o�� \�\ �, 48.99 A.0. _ RtD4E UU _ 1 P + 2.AA - _ ^� w 9.31A.0 �9.57A_•G. 59.58A•C. 59.43A•G. �:)� �o GASj Vim+n t*�IKZAND u1AT , 59.15)77 159,p E.G. ' �o E.C. - --- pPPRki D OF CDV, A' TD PROIECIED _ 1�E LLT M (5820)FL. � -�,' 3 l �y 48 OiA.R.C.P.E 1.60?• - .» � � in IN DL3Kih1G C:� t�� r_..rF A. S`�-} A. - A.C: ( 3 A (5 85)A. (58. Z)4.0 (59.37)E.P. (59.37)1 + (59.20)E.P (59.05)E.F (58.951EP TDF`I VETTW_5 BEFOQ.E 13K1NNiNG Wo�K. 9. A.C. 58. A.G. 55.4 G. \. F' G' -6.196 A.C. SUIS A.C. 5'.3&A.G. 9 - O9 A. . s (59.90)A.C. (59.97)A.C. (460.05)A-C. a ( A.C' 8.(03) C. .�s IZ T•75)A. ^ 2 in 1 g 2 R• \ + ( �• c.FL. C• 9.45 C. l 40)A. �, (59.23)A.C. los (5Ai.10)A-C. of (58.9T)A.C. d1 A. 4 7.6 C 59.2 2 A.C. • \. --- 8'S � ,g .H. d:00 l ��p•�,\ (50.T7 V.D.L. / � ? wl� of � 14�: VDt-4T•lC P0LTV/1 -M I&E TELDCATOO r v dt DIA. R. .P. a i CHURCH � � � / 4M N R _ � o • � . � a � » R E T _ AT vALVE, 7b t3ir SEE SHEET l _ +" _ (59.32)A.C. 59.50)A.C. (59.47)A.C_ 45 A. V -- IN P(�K.E D(. I% 0 C• - E 12VE t,7ATA-poo M'..Emw 11 � - _ 58.74)A• 158. At. �, li7 Ym � 11,E 0!3 PD �' R� � N � + ,n m ¢ � � `Z __ �. _ - --. 1- M ,A. v O. - N yAj li p � 59.13)TG 7 N �' � � � � 15 � 1'f �'h,F,�W. • I Z' -� iZ3�, C ^ t MAILBOX •• ' SAW Ctl I NE-+ Sb.50) �r �'� yl L`�(�(. SAW CUT LIME o g 21 59.53)TG 45)T.C. (59.33)TC. (59.25)TC. r- N .. ,� ( 17)t . _ ,' p,v L=5,4a1.c ± $ !_!� N g \ SLS F. ` .y � � g 'h Q' S7. (58.�c5)T.G. (58.95)TC. ,�)TC. � W + i W.V. D' L p 33 fT �o a 13 t .>a 'I T O � Q F� T A.C• DCL1lfE _ ,v (56. 7�F.L• , Comm.GOEWALK a RA 8 v _ Q Q a' -- IDGE u E ` ,: )e 6; 56.90 • 5 (58.85)8.5 59.22)8 5. I XISTiNG IMP R0 EMEDJTS-� (�'�2)e-s (a9.68)es. (s9.(o0)e� Cs9.4�as o)F. c :o : ( 7Ee)T.c. ( (59.25)8_5. 159.d5)Ei5. 3� e ,F�°14. C. °,31iabe- 19 31 i _- �9�48) - - 5 O)E.G. 57.15)FL. - o � E LLT •. •!. •(57 90)S.s. ra .• a., 58 A lo)tis• - . -�- .. - 16, l 7 2 )E.G r sTrNG 8 CURB �•G Sle 13�T_.G i EX ''' S5.s0)F.L. b I. '• r.. • (57-20)85. AND 15" GUTTER (i"LIP) ' .� 1 '� -m �- „-------T-- - --„r------ --,.--- )•_ - - - - --- _,,. __ EXISTING a CURB AND � . 5 5 15 14 15"GUTTER (i"LIP) S'S E(` m 52' s.M.H. JJ►JCTk11J Gi JL'TJY� _ �. \ 28 p \ 15 IS ING MPRD EME 1' �r (Sfe.15)T.C_ (56.36)T.G. j 's` L �- RELC)GATED PIZOPO�Et7 SIDE.WA,LiC >`ROM ss.4s) STA. 12+2G TO 13t30 TYPICAL 6ECTIOIU 5•�i_d b iof f6 E,c► T. FiVE WVV- ►,►T I ALaL FICIN. WGTi NI r NO. REVISION DESCRIPTION DATE cues GuTTr~>� e¢ GT t�J i7P�,1►,) 44 44 oc $ M t a} • - � - . E�►�-. M31..�CIL MALL t2. 32' 32- it .. :' � � N •' k � � : � C/T Y OF RANCHO AM CUC ONGA I 5.5' G' E4' p�l l'�s.57)T 13+00 h 3�S.T�TC II �I 1 0.5' a; (54•(o2)F.L. o, 5+85)F[. PLAN AND PROFILE CUP 82•/2 op E7CI STING TMPRBVEMET�TS p 4J N N r2 a 32 32' ,2' ` Z N CHURCH STREET 1�Mm,__.,` _ 5 5 6' e' 2' + '} 7 ; 1 I ^ c�s.l8)�5. " " FROM /00 FEET N�rsr TO 330 FEET +/ ?5 4ef LlVEt LMiE� .� �d VARIES I ~ a! •� P54.92)Tc. �' ' = 5 - - O•9r� 1 _ 5+17) C. '� W EAST OF TI�RNER AVE/l/l!E t 1,04 �1LM1 .' (54.05)F.L. (54.17 F.L. ; EXISTING ::-i*. 000 �� �� •`� -*-� --- + GRauNO pec v vl APPROVED BY DATE /o �'- I1�S GROUND /i ►t•. ; 1 , 0 0 ;',� �_ LEVET uwE �~ < ml C/TY ENGINEER R,C.E. No.23889 I L 0.3`f3 - srll. 19 VARIES d9'TI' ~ Z c�rtsTl4urr FEATHER AS ftwces;ARr 1.03' Tn 4; DES/GN �L RECOMMENDED FEATHER A9 J ol 4WHIGH Ct1RB 6 `. FOR SMOOTH .JOIN (54 58)85. •. CA W. DONMOYER S ASSOC. NECESSARY FOR TSTMG IMPROVEMENTS ` FROM TURNER ' r --� :►' "" MARK LMMM /433 E. ALO-57A AVE. SU/TE E SMOOTH JOiN 8+S ,. i 4Ew" To Y I p:=: f�' GLENDORA, CA. 9/740 • _ 9TA 12+4610 �-�J( L -I.-, ��1P , T .'G : ;. ORAwN (ei8�963-57/0 SHEET "TICAL SE `/ON C_H_ �!- _c� YP/"/. SECTION - CHURCH S REST L� ��G. �h� �r �,��,F�,� FMZR -Bog 2-OF--7- (NO2 SCAL E) s n� C� 11' tp CHECKED ,�, �. DRAW/NG NO. r/-60 SM /2+2S TO STA. /3♦30 R=50 T./. 8,0 STA. // + 00 TO STA. //+6S R=50 /NO SCALE; �h ���� ' ��h� S� kcE, No. 38382 MARY. LANIMM DATE R i6't3s ✓oe No. 82-10 990 Ju 82-10