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HomeMy WebLinkAbout734 )3 OPK 0 5"O.C.- L-4'9" � C '95 TIE BARS 12" O.C. - --. 4HAM5,9A FOUNPRV A-22?s CLEA,1,4 r7 C) <o• -}'_O" 6`' OUT PRAMS COVER OR EQL UA - 2� 25 GENERAL NOTES 7' 0 1 z t 15 S' t . All work shall be done in accordance with these plans, the City of 0 r Rancho Cucamonga Standards and the Standard Scecifications for s _ R�W� o 1 o 0 r'. Fublic Vti'orks Construction - current edition. Contractor shall be Fr eco C'' AA�g. JOINT ��� 11 FT, -- s So1NT F �4 familiar with .and shall be responsible for adherance to these _ A 20/ /jo�a Standards and .Specifications. A 11 �-- � 11 T r. 1 OPTIONAL CONST. JOINTS CONST.6 C. G. a;a: ':a a- CON3T.6 C, t'a. 2. All .pipe .ines o: substructures of kind; teleonone or ' ao.,er poles, .. SECTION A►-A M ST(Q)•#303 PER STD. #W3 (nnov) water meters, valves, l=ire hydrants,, ' tc. sho%,,,n or not shcvn on I _ 10'T`IP. TOP OF `ctJL CONST . A.C. PAVEMENT PER, these plans within the right--of-wvay limits or in ;_adjacent areas CUfiF3 Tf;ANg1TtON 6F_NELRANOTE 5 T. I•_5.O where improvement work is to be do-ie shall be removed, relocated _ or protected in place, as required ..at n.0 cost to the City of Rancho 501 KO.W. R = 41Cucarnonga,�rrcr to any pavirl3 ot,era�tbn 411 R II V _ - -- 1 SCAt_e : HO 91 I' ' O'�VERT.'. NONF- _J 3. Any contractor oerfoorning work o,T this shall familiarize D C n caro' R.O.W himself with ,the site and shall be solely responsible for any damage - G to existing fGcilitie3_..resulting dire. ly or indirectly from' his operations, AN 33r whether cr not such facilities are bhown on these pians. 22r II r ! - (2'! EX19T. PAVING TRIM TO 4. A{ permit sl-:all be obtained fl-•om the City of Rancho Cucamonga 10'TOP OF CURD �'- l0'TOP OP C K5 NEAT woe r Engineering Derartmert prior to any enroachment or construction TRANSITION TKANSIT N 1VTA L 0.!+O'AC 1";i? 1/d,'r FT• with City of Rancho- Cucamonga easement cr right-of-way, 5. Thio, structural sections shown ere minimum. At the completion of —� PROFIL.e Nev SHown •y;. CONST. 6"C,g,6. PER STD. 303 rough gradioq, soils tests, .including "RI' ,values, shall i�: taken and FLOW LINP- �-- N PLANS I11 CONST. A.C. PAVEMeNT a rr,aterial -erort shi.*li be ply.epared by a lgj_..alified soil's engineer. (SEI- CAENI:RAL NOTE 5� The report shall contain a proposed iAructurai secti.or and shall be Fr R0�IL e P5ANYAN STP`EET submit+ed to the City Engineer fo^ hi,.; review and evaluation. TI 0 Appro,,ai Nill be givan when all Aructural section requiramencs have • • been rn.t.Zn no CaSPi will a CR (m; Char- -0.2°5 Or, A.)(3 Cf--- R = 41 aor(, tae. a.pproJe_C�. R�W 3'MIN. S, Al: sewer, water, eleciric, gas, phone ,)r other, utility laterals, mains, or crossings shall be, constructed rrior :o cawing. 510EWNLK FINIc7H 3'/2"x3 5 ro"� ��. 18"MAx. • . Cvmr)action tests of ambanhmcnt construction, trench .hackfill, com- FAC$ AN LO CIPTH :)acting cr,igi nal ground and all sub-grades shall he perfurrned at no cost to the City of Pancho Cucamonga. A written rerort with the 3e CONCF,Ve. FOI, CULVeKT SHALL P E SLOPF_ '/4"P5P, FCW compaction tesi shat'► be submitted to the City Engineer, For crrro%/al CLA55 "A" POtkTLAND CEMENT CONGKET .prior to the placement Gf base materials and/or surfacing. SEC TION D- E5 8. At the completion of raving, a material3 reL-,ort shall be submitted to rhe City E-ngimz�er. Listing all tests or determinations completed t oi� to verify:-sto_bitit.-/ -oE oIL c•or`4cA+ or,& gra60t for A , asphalt ►) pap�vt.q. EOG ER FIN I5H� N 9o. t/2"�RoD ' ANGLE TO g. 'A/hen asphalt concrete is placed on native soil which consists of a • MATCH CURD _ rocky rratertal. The sub-grade shall be prepared by removing all °:'o'• 1^oc'<s v.-hich crotr•ud,: above the: sub-grade and all voids or- derres- a. , .. L 3'/2x3 x��FORAL� SPANS cions shal" be,. r illed with a ,fide gr ade, material of a quantity bett(:r (► (3)REQD• than the native, rnatericl.A Soi(S sferr(e.��- Ghali_ be appti� or. �� 3 t�lalw�5''o.c. �p UTTt'sft E �e.� prr091 to K—Wi&A3 r t-o -t1. Smo P lt Sr5�Ct(OVA o� �� cl+l� L=4-9 Q U 4XN T I T Y ESTIMATE 10. '-Aty aprroval of pians does not. relieve the developer ifcom rescan- 0 0' r sibilit for the correction of ert or ar•rj omission discovered during '• • a .• . . . ITEM p Ery-cct11 PTI O N y a : No. construction, 1_tpon request the required clan revisions shall be I CONST. At C. PAVEMENT PM"PICAL SF;CTION ANP GEN, NOTF- 5 2(Z �G49 9.e, promptly submitte/j to the City Engineer for approval. .' 2 CONST. 6" CURE AND GUTTER PER STD. PLAN NO. 305 42q L•F 11 . %,Vork site and extericr streets shalit be in a neat, clean, hazard L� P 3 CONST. (2>" CURF3 ANO GUTTER PER Creel STD. PLAN N0.303 CMc>a.) 1013 L. ord_, ly state, throughout con_t,,uction. Site shall be steamed 4 CONST. P.C.C. CROSS GUTTER PER STD. PLAN NO. 308 037 S,F. a, materials rent halt Ee. �v�arniteo ��e OUTLET DETAIL FACE ANGLE ANCHOR DETAIL 9 CONST. TRAIV5ITI0" PER STD. PLAN NO. '-'O(o- 2 EA. a+q englne� Ctsfthc) alk_ t,--5+,- or d� �r��rtq+ior,5 �,�pc�ca to v�ri(y. FZ. Vgloe areje etna lysls� and snhd CT*1VaQent 6f 6 CONST G" P.C.C. t�R%VEWA�Y P£-:K STV- PLAIT NS EA. �cigre9cf�e� bctse� wtat'cy iaL. PARV..WAYULVERT DETAIL 7 CONST. 0.10' A•C. CAP 950r7 se,, W a C �► W no aicp, t-g - 8 INSTALL, 5TK-T_-ET LLGI-{ 9 STREET * ,5ToP S/G/v5 PER ST'O 401 402- —7 WILSON AV F,N U E Ul N CIEQ LU TRACT NO. TRACT NO. 93,99 9390 ciYYQ �ANcuo u ago 4 U TMOT NO. Aci�PROV�D Pay: 9400 -• -- _j LLOYD AUi3 Is ITv TP JGINS 1 _ Q w a N w Z W q N O 3 Hr. TRAFFIC INDEXSCMEDUL_E T EE SAFETY RESPONSIBILITY: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 'LIKCON AVENUE 5.O CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND D.AM AN S1"REF-,r 7.0 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL VICINITY ICINITY AND INDEX MAP OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIOENCE OF THE OWNER OR ScA.LE 1"=Goo' THE FzS+y IS1vtyS FOR �►•T-y GoniST2.UGftoN s-rANaa¢t�s $v: r , ENGINEER. J. M. WILSON, CIVIL ENGINEER 397 NORTH SECOND AVE UE •UPLAND,CA$1796•(714J 9t3t3-2e6E3 EXISTING UNDERGROUND STRUCTURES: THE EXISTENCE AND LOCATION OF ANY UNDER- GROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE + Glf Wit d S" Bt OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOW- LEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. J RoNt� M. wt`So�1 pee�e.►'7788 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN M. 0. NO. ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ,o/1ZOA/1�17 Qy.. FIELD 800K REF COUNTY OF SAN BERNAROINO TLE 76-/26 THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. loll J' l'/As /� r'. _ TI SHEET THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE ROAD DEPARTMENT UNDERGROUND UTILITY PIPES CONDUITS, STRUCTURES SHOWN OR NOT SHOWN ON i�s�arr aVrE,� .�r. sair�/so � Roo No. L'D1rA1/FPA, 64. 9PGZG - -- DESIGNED tlr DRAWN 81 CFIECL BY - R. )3. O.E.M. Q.L.W. FILE N0. THESE DRAWINGS. APPROVED BY P/lO�YE (7/�) y69•BGa9 T R ACT N O. 9 -9 9 -- ---- , 7,3¢ WITTED' er( w✓ � .11 iC0E ASST COUNTY ENGR-ROADS DATE R � .3 ECOMME,NDED/APPROVE[ 8r B ANYAN STI"t �L�� L. f/ � -� �9� R.:V. PL.�a►I S T.2_Cale ST p S, _ �_ R ODY/D L. GYtlLDE�t/ AOZ2r. /9�DZ 2W/ Rev. ST9 PLAq � Yo GIT-( sq'-p.. _ _ /g_1 5.1g•11 AND O/1Y/U L. 6f/l�COEi(/ �G'�/1109W �,�rE MARX . REVISIONS _ APPR DATE ASST ROAD COMMISSIONERAN R. DATE' CouNTY ENGINEER OAt� ZIRCON AV EU SHEET i of . - _ -. I I ... ..I . . ... _. _ . .,._ -_..__ . _ .. __ -- __ _....__ _- - - - _11_ __ _ - . - _ _ .. . . _. 1. . - - -.____ . . _- _ .. _. - - - .. _ _ I I _ - A. 1 ' , ;:<<' V q0.�1' Y.C. on cb. 49.31' _ = f , _ ` _ _ 1P•T: i to125' q r on curb 0. d4 f1 -- < r 4f 20 4. .31 - __ - a0 on curb on oUrb I lV N t i -- - - , i } i t i ! - 4 I It I S E I ;• U F I .. t MM H) i I 1 t _ 4 U 'd d h f I , 42. f S U as c O t � F � , 4 �� 1 i 1 4 � - a` n. jj 1 t i 00,3 I EA QG 9 ,rr i � V d 1 I a. 5 g ;> 4 i f t t f f F { I` __ - - - E e a U r +d f 1 F _ r i s 4 aO '� E 4 %s R d C - 0 O - R a .3Z O 42 i I f t�- dD 1 F O a tYl e -- � N a � O TH 7o R P P R E 4_Q ! a i : o n v /¢ t ¢ °/ f I t i t t r- to L� R 0 1 r y , E V 4 f f Fli, E t R O c, ; i i f f � 1 t f f t e e F 4 I 9t � �¢ s f �A/ a i �, 4 I " T i 1 r S f f 1 1 4 1 N V N tl i F 'i� t '• a i N V 1 \ � v N V `R \ V V t`y!♦' / \ (4� A AA ♦V I \ t V f� i ,l : l a(w V - � �I,�1 f i _ \ v E t N i i i i f t _ _ T �\ Q� F iC Ft L �� c O v n d U P,a P R k 1 F t 0 I 1 ( t t O N 1� h V 1 � t i N V o I p Q. �� h E I '� '� n E t Q f o� . � @ P� W � • 2 a - -- o f I �` V FLT v 9 a � k is h TOP OF NO H �: / o e - M fes/ - F - ! 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I 1 h N N E T 'a X R _ T ul 4 F i r o � ..� E c : O O 'ti LL Qt I i Cn I 0 0 -- N �a 4- !.1 O I , I Q t I 4 ' m � � E t . �( �tSHE F � s N SuR cE . i€ . i . i / E i r = + t(} N .� i i i t - f f f 00 O r i # I 4 i r I .1 , t N i I N i ! 1 i 1 h , 1 S •�i i i i N / O i a� A I , . O' { r • _ c� D�f�TICA� ^. fo O o 0 : � i f� � � a a E /Yt�j O V 1 - - : ` - V - - • t e f E i t i r : //� f i 1 # t ( 1 - i' ID 1 f 1 t- R I i � 1 1 1 V t . : t I r ! j j Of 1 t i t t f _ F �.. t✓ _ \ • 11 i9 - - V h - ! E i . ( I E ! O 4 ` _ d- + ! V 1 i t f F f [ i I - O -- - l r - - - I f i ! i 1 '42.32 d. I { + i , . o i- N i i I t . I` , I vn 7rr. f 1 Q /o - 1 t T i2 N I f f f �: ! t .9 I e I , t t ! r a N i t - � 4 s 4 4 G { t � � t t A � F I i V i t { _- 4 - : ; ,y 0 Q - - \ - - - t 1 ` - f Z t E I . �N f I { I t C! i . I I N i , N 1 { i 4 \ I r `f F FC O �P R O � U p � i \ t 1 f f ` E n}1 N f ww I 1` t i t I 1 AA ( 1\ f i �{{ 4 r' �a V - I 1 t� a I✓ 0 # , i � (� _ - F. i u 4 G , (� ••) I F _. , f i I i\ \' ti 1`11 , f - z f t i _ f r ,� o M U � 6� f _. Q 'v I V t i t rW �ry� O M �♦ i : ! - R Q i { O f F 1♦ I I t i i W ff r i i I i n E 2 �8 �. _ f����t<d� o ttl 8 - o� ; �\ rD OQ � D ! f W 1� . i f _ f -- - i 1 ! - MIy� P _ 0 f t i a N f I i . t- r + �' N i i I s'- - i �/ f t`4 . i f f V4 _. 2• 3. 111 r dti } 1.20 .I 1 7 t I\ • - r , : ! i 1 � I n Y \ U -3 'O Q c b n cvr o b 1 - Iy - U 1 I 1 _ { - m N _ k i I r' i , r i i ; O i f i i di f 4 g0.5t �1•C.on Gb 9,3 I ! t . -- - - 1 : - AA `1` V\ V .. - /� ! , - f V-' - , t\ V 1 5 h 1'.I . t�o9Ca.25 { o y'� 0 v � i f R F IL � E Q C E ; I i I. o . i i i .1 4 NT' - O t { f i QRS I�o A>C. 1 E • + i f . - SIC• t 4 6 : � 1 1 f r T t ; ! : f I k - _ t ( f i ' P 1 f I f E - I . - ! i I It , i i I t I . O 2 3 4 S 8 j 10 ii 12 15 . C0NSTF%UCTI0i4 NOTES , I CONSTRUCT A .C. PAVEMENT PER TYPICAL SECTION SEE GEN. NOTE�S) 2 CONSTRUCT B" CURP5 + GUMP% PER STD . PLAN 4 303 . 3 CONSTRUCT to" CURS 4 GUTTE& MR, STD. PLAN -*X03 (MOO) CONSTRUCT CR055 CUTTER PER STD . PLAN X308 �� 5 CONSTRUCT r R A�4 s t-rl"o N FSK -3TD• PLAN 4* 44G . '0 Q 1 1 1 SCALE : P=4-Or CONgTRUCT �'� F'C.G. DR�vEzwA\y P�->z. STD, PLS 2 4 ZIRCON AVENUE g CONSTRUCT 0.10 ' A.C. CAP ""' c5EE TO LEFT r ® ikc)-MLL 5TKf ET L*RT -I r_\ n --\-T- '4 1 9Q INSTALL STREET STOP SIC-NS PER ST�.4ol 4oz - I-_? -1��� I o ��. 2 � T, t z 0}[ W . N i ,- r-. /I ,, 1\ 2 � "+ 9 2 BANYAN STREET i �\ I i� �c 11 � �_ -+► s or 0 z W -7- �'/. "1-1 u L. _ CJCAI.E: (��=��J� 1 257 25' -r N a t p 0 / i� i� C T SEE TO RIGHT ro Co' H aC 7 18' -1 61 7' @ � 22/ 111 � 12 �� i 9 Io 8 TRAN�tTION F sC v v F- A d Z : - z /' L �'�. `� / �-•� 11 a- 12 6 � � b K z �_ I_ U. K co CURD \9 'n 1Q- 4 fs o N � o �9 N w , o CURVE DATA• ,t d, r CUI,D RETURM DATA' rn !,• o CUKi3 RETURN DATA a i x > }- n: I\ d=41°24'3511 Q0 co r )1 2 Q=9 0°1 e l c) N o; LL d , a � u d.1 ul 4 `� u � R=57.00/ - • '� N 1 tl A 14: u � u b A=t39 47 S2 3 0 N e 4 •N Z o ao 0 L 41.20' + `�1.96! r N j ,�=►2 # r L X2.5/' © �9 11 ;y � o (Z= 27. o 4 z T 3 2r.54.1 d" \��'�\ GRADE al T- 27./0' a�- - L = 42. 32 + 9 N o 6 oc Q o1 7 To DRAIN U. T' 26.94' _ > 6 _ 0 \g 1 9' 84,93' ios.00' IOS.00' /02.39' 3�'`a IroR436 T.C. `Si �,' i ¢ _ 0 f 0' '� _ ( PT u'. 1 4.85 T.C. /680. T.C. /e0j'v 1 /d T.C., I -7�- a. /679.607.C. 1(093.00 T.C. g (0•�2- RA1 '1' N 9 + a a', co v +1 �. C.F, �� cn N I e.�. �2 � �y "c.R. 1(2)13./0'1 T•C p- 7 �� I G c•F. _ I { O _ _ - N do35'00"W 8 $ _ 1 G"C.F, 4 5 � In N N 7 IV F �' 2 N 7 &O C,F. cn N �;' ?, I /(079..00T.C• tt` c0 8 a l9 N 9 i2) EXt5riwN PP.vemew a i2 f �_ 7, N - ?j Iro93•oo T.C.C8 1695.aZT� .,, �.. - .,, iv //'' � l3 1r � C.F. co C.F. to C.F. - - - / N cn ��1 ��, 1w �� "IV ,� 1 Xv \ / F_ t 69 .36 T.C. 0 _��r _ � / 8s.c>_1 i IOS.00I tOs.001 G2.�' 36•�g i 6uc.F. vj - / - V !! I CURP> CUiiV): DATA I h ,�36 A-2G2*491 101, O �: � - Gt,K� CUPIVE DAjA� J Q� 2 )Z=43•� 1`bT�: t�dvtr.JG TtZAtistTloh( . °N° U d A'41°24135" � 52.3 L -119 7.24'/ Any t� c� e,tx 4 nsc�. M AK.►c az s j i \ - N =1-3 toI U P.'y7.a01 � W-1LJ- Np'"t3w V,'6-40 V=P I�• � d G 3 \ z4 2 J 2b 1. 111 -rt_.0) cis cor�s-r, CNS�p-i-E-, �y. z Z U=41.20 ( ' G Co' Ta 2i. /741 (' 33' 33' 0 Q T 22' I I' 2 g N /� /� C /Z - -r- \ r / L c). C9 � 4- j,� SEE TO RIGHT Q O .,, , a, i q � . � O 15ANYAN STREET ZIRCON AVENUE BANYAN � ° jj1 . � STREET o _;__ 11 _ ._' _ _ _ �. .__ - _ _ - _ _ _ _ . __ _ _ _ _ _ _ _ " � I - . I - I ' ll :1 - �j - 1 I . . ' 1. . . I .. 'N. 0. tip. - " ­ s PREPARED �Y FIELD` gVaK REQ COUNTY Oa: SAN BERNARDINO , -�� 1tz ,. yZ d bs WAL0EN Q550CIATES .INC. R AD D • IA 111��� . TRACT NO. 9399 f 6 5 t c�t.l3 �M TY Co NSTRUGTIo n1 STA►�1 A W_ � . J RO _ _ - _ _ - - - W,,-. -- _ __ i t25 F- . SIKER STRELT�SUITS I�iO - OEs v Eo or truwb er cnECKEO ar P L AN AN D. PROFILE FOR , A 0 N0. IL I COSTA MESA�CALIF - Pte. CEM OLW a e. J. M. WILSONs CIVIL ENGINEER I : � 3 ,ee� �'�. ,P��. .Pod;'� �a a�' R A�PRovF Y � e?ANYAN SPREE( � � �t 31,64 F�toM 9!7 ' W O P,EtiZy L ST. TO 475 W 0 P�ERY t $T. FILE E N. 1. t 1 PHONE (�7(�� 549- 534-c? ., • y .,� i 397 NORTH SECOND ENUE •UPLA:NCD,CA 91766.1714196&2665 t" Lo�i�t SEK zi 1 - l r . 'X,3'4 - Z4\ bht. FOR. OR. P,o.i.q�1G I f i/84- SuBKItrEO 9Y _ C.OE ASST,000NTYf Git-ROADS• DATE ' . - ; .t' 9/_'T/'q ! ) . Fs � PM,v PLdN3 'Tp G\T`f S•TO3. 9 �3 RECOMkEN0E0/APPROVEC EEY Zi � CON A G NUG '• t7AV i0 L.WALDEN CEI Q E 4We VW�4_ W, `� Y• �3 t b. PC-4N To G 1,y STvs _ pJ�Eg} �. t9: 'L' FROM 6AIvyAt�'ST .TO 477 �N �AN`lAN ST. SN T L of a -, ---- .. E IR 94-c2 a T. K E�EY1510NS / � �� APPA GATE A`Sst. ttOAq CO EiISSIONER-E 6R. DAZE ENG NEER DAT ,ir 1 ;,r ` :_......�._r.. ,_ ----�^ "�_... ...._11 :.__- '-_ �--_--. .t ., -..r.= - _.�-._ _.� -, .`._ �-�..�---s-,-------- .�.'-,- _ ._, �.- •--ar . . __ ._-is._ . - ---- -:_._• ` , ._.�.L.-�_--_ -=-----__•:._ -�__w- _-_-_ ` __ --- - - .T: -.;t r` - °-