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1029-D
i - i GENERAL NOTES 1. All work shall be done in accordance with these plans , the C' of Rancho Cucamonga Standards and the Standard Specificat4 s for Public Works Construction - current edition. Cont r for shall be familiar with and shall be responsible for herance to these Standards and Specifications.. I1 I I f t I I i T 1 i r 2. All pipelines or substructures of any kind elephone or power I r oles , water meters , valves, etc. , shown or not ! i } f,re hydra"- _ + I shown on these inns with, r, T r _{._ -- -_- ___- -- _ -- ___ . -- -- _- p n the gh f way limits or ,n adjacent � E { I T areas where improvement work is t" e done shall be removed, � i � � } f �{ - -- - - - - - e ocated or protected ,n place s required at no cost to the C,ty I of f R - - Cucamonga. I c r I i I T I - 3. Any contractor perfor 3 work on this project shall familiarize - I I I i r r __. _-_ -- � � � himself with the si and shall be solei responsible for n r r - Y p Y k $ T T I T damage to existi- facilities resulting directly or indirectly from his oper ,ons , whether or not such facilities are shown on - l rh _ - 1 I these a f ` 4. A pe t shall be obtained from the City of Rancho Cucamonga + I k ( I T r E neer, ng Department prior to any encroachment or construction ,thin the City of Rancho Cucamonga easement or right-of-way. T I - 5. A __ sewer, waler, , electric, gas, phone or other unlit laterals 4 Y [ 1 p mains or crossings shall be constructed prior to paving. F/ /5' E U d E 5'T4 ,P / iI T i t 6. Compaction ct on tests ofembankment construction, p trench -backfill , � - I ` + r compacting original ground and all sub-grades shall be performed - I ( I -- -_ _ -_ _ _ _ ____ _ __- __ __- _. -_ -- - at no cost to the Cit of Rancho Cucamonga. A � � I � 1 . ii 1 ( Y g written report i I 4 I i I j w, th these compaction c action test 1 p s shall be submitted to the City Engineer Gi. L for Y 9 _ r o approval prior to the placement of base materials and/or surfacing. T - I 7. When improvements are o - _ - t be laced on native , P p soil which consists of I a rock material the sub-gradea Y shall be prepared by removing all - - _-_ rocks whit protrude- -- h p trude above the sub-grade and all voids or depressions - _ -- - # _ shall be filled with a fin r �? ? � e grade material of a quality better than the native material . o - ---- - --. - - -_ t 8. Estimate of quantities iprovided - -- -- _ - -_ s s b the Engineer{ ;��-- - _... -- -- -- --- - - - q Y 9 neer only for the 0 r as convenience of the developer, the contractor shall make his own }} - -- determination of construction quantities before submitting a bid. An item f work required to o k b h plans n i Yy these p s wh ch is not specifically • 1 , E { j listed in the estimate of quantities shall be considered as included - ---- - - -- - the other items of work. C0 5 / .Q 'L. , 9. City approval of plans does not relieve the developer from responsi- k - - - - _ -- - - bility for the correction of error and omission discovered during 3 constructs Upon request, the required plan revisions e a -- --- ___.. _ _ � __-- --.__ p q q p shall be X �Q � �� � � � 1 _. • ,� = ( promptly submitted to the City Engineer for approval . - 1 1--t-1 __ _� 10. Work itj1-41-Fi-fsite and exterior streets shall be ,n a neat clean hazard throughout construction. Site shall be cleaned free, orderly state, g - - _. __-T__-- upon request of the inspector. I � P q P . 11. Contact all UtilityCompanies as required, 48 hours prior to excavation. Provided for your convenience are the following li5ied belay. r t [ _- . ___ --- _ - _ _-- _-- _. -_ _.__ TION NOTES Quantities D S7i' $7• 8I-F 0, S 2's-11 L.F. '0M.C.P. D 11000, -- �.._ CONSTRUCTION 4 •P. S O. 0 4 4, o 2 4 C. .S E f 1 Construct 57" RCP 1294.45 L.F. _ _- __- __.... _ �_ _ - I I -T - - - S -_0 0 2 _ _.._. v - s'_ ` { I ( I r I r r 2 Construct 18 RCP 50.00 L.F. . SCO 5, ;3 .F P _ p � � � T � /o _ I I $C L T 3 Construct 60 RCP 1 V ! ,P }} li-�B/ r17- � C � I � f , �R�Z• r '� 4 , T j 4 Construct Manhole "A" per City Std. No. 510 4 EA. i 5� Construct Junction Structure "A" per City Std. No. 50S 2 EA. /4 /5 /fo /7 18 /9 20 O6 Construct Catch Basin No. 1 per City Std. No. 502 3 EA. FppT O7 Construct Modified Junction Structure "B" per Detail h 1 EA. REMOVE /A/rERVER/NG pO,?r1ONS /LL / OF &X15r. CMz? B,fIC4' r •as,,�,.aq _ O Construct 48" Diameter CMP Riser per Detail C 15.00 L.F. SfAi Ar pROPCArY ! 7 t;• ti _' f. •4; > rf: /./� TRACT Nom• 1289 A.:"'`' '*• • •`'' a yep` O9 Construct 48" CMP 118.00 L.F. r •,�;,_,._ 7 ,% ;'•',,,1 / / 5 10 Construct 36" RCP 19.00 L.F. ARROW ROAD , W W 11 Construct Local Depression per City Std. No. 518 3 EA. Q 4 12 Construct Air Blown Mortar or Concrete Slope Paving 1018 S.F. SCALE /"�40' 8th sr. 13 Construct Modified Manhole per Detail B, See Sheet 1 1 EA. t,, SEE SHEET Ala•2 I 'ti w a 14 - `V ¢ STORM ORA1 � S o��� o W Q Construct G' Chain Link Fence. 1 EA. /8�G2./9 E.C. CURVE OA 7A Oa w ��o�t Qx W 15 Construct Junction Structure "B" per City Std. 509 1 EA. Js ' p m z Estimate of quantities is provided by the Engineer only for the convenience of the Contractor. The Contractor shall 9� 00 00 W A. make his own determination of constructed quantities before submitting a bid. Any item of work required by these R /DO 00' O iy plans whit#► is not specifically listed in the estimate of quantities scall be cons-idfxt"_included in other items Q = [� 3- of work. Ur�L1rY CO"PWAIY COAIMCrs N .4 G = 157 08; SII A. San Gabriel Valley Municipal Water District $ T /00 00 VICINITY MAP Mr. Bob Stallings (213)969-2718 4- II N � -4 N �I W NO SCALEE for Base Line Road construction tA) B. • General Telephone (800)422-4132 for underground service j O - ��Gy / - F o, 'Cr C. Southern California Gas Company 714)529-2889 F-1 2191 E. Birch Street114)529-7070 Brea, CA ,92621 N At 000/2',30"E 66 i•1 i' _ _ _ M D. Cucamonga County Water District (714)9$7.2591 I / • 9 O -N BAK5Z .m 3 -rw • a E isr. 6 WarE _- g' 9 9641 San Bernardino Road �- Ai%E�t/UE -- r'0•. Rancho Cucamonga, CA 91730. / N I I L = S' �r--- - - E. Metropolitan Water District (114)591-1474 P. 0. Box 54153 I I Los Angeles, CA 90054 SEE OETA/L �Q'• ' - NOTE: PPOTECT t?X/5T. M.N. EX/ST. CURB � GUrTER More: st=n carr as /.V PL4Cfs. I I AIA&csncuC.wsowW F. Pacific Telephone Company (714)999-5639 `��� I arra COO Ne.509, FOR s I �GiCLI/G3. �( CF Q k n ,� PGA/V V/EN/ I j I THIS SHT. SUPERSEDED BY SHT• 4 OF (a 12-14-87 wds h . o' N r.1.___ ___T DESCRIPTION OF REVISION GATE i V _ CITY OF RANCHO CUCAMONGA IC qg"C.H.P 7 rl - cP r DETAIL B F o, F PLAN AND PROFILE OF I � � ,v T. PLAN F /SHEO SUPFACE o I I o ~ F STORM DRAIN IMPROVEMENTS J.S. lk !'BN STA. /3 f 76. 00 O I I ~ NOTE= SEEC�TY I ; !r� ~�•• A = a2• m I oh.► I I OF&4MCHO I I FOR BAKER AVENUE I 2 I -X/5T. WA7E,P F F � 3 46' � la Co� I D ClX.AMONG A STD. C = g ft VWG. Ns 511 FOX I 1 / I RE/NFORUNG I TRACT 12895 46 f I STEED 0 cermS APPROVED BY 4ek �P/�� DATE 11-.211- 2 -.2c _�� �2' CITY ENGINEER G �' tt,C� 9��97� R.C.E. Ns 6 3 '7.45 45 45 I � •��• DESIGN DEO A:90° F Lr)cin� E LES/, %5= �? 3� 50 I C. UI ccs/NSGo7 �Asso I I C "4' 8ECT10A1 N-N L.D.KIN INC. (_ I =57' a - ' DRAWN 5 2151 E."d ST. SUITE 120 A SHEET 6 DETAIL D 38SECT/O/V O D ONTARIO, CA. 91764 OF L = ►24" ELEV R= 3 3.73 DETAIL A , CHECKED DRAWING N2 F (� F ELEV S = 33.69 R.C.E. 210(02 EXPIRES 9-30.99b /029 D • a I ! . ____\ �. I \` �Z ......... .... . ........_...._.,__1----._-..._ _._-----_.-.,._._.--.-.,,., _-.-.,_ ._.-_------_._-._._ .__._ -------..-,----. .--- —7 --------T'_.__,_._,_-._.---`---_-_— - ..-_.-.__T_._ --'--T------'- -_._—,�___.._.�. __. _ ,... ----- _- ,_ _ - -- _.. - - - _ r 1 I I : : 1 ^ I 3 '��. - , , 1^, , , I I , I 1 r - _ 1 --- - . _ -- - --- - - _... _ _ . - T • • SU,OU ! I : I_ ` _ _.__ _. ._.:- 1. •7 _ ._.. _ _ _ -. - ---- - -- ---- - L �� ! - - ___ -. - _-- 1 --r- ---- --- -_--+---- ---{ ----{- ----_ - ^/2 r _ i � _ 1 4 -,_ ._._ I - I : _.__ _ _<_ i I �.� - . - _ - - i f - EXIST.- G'RO A1Q-_ _ 1_. F.._.._ ___. _c._.._ ..._ __. - _ .... _.____. -._ 1 . 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O ,. _.! D _ _ iF__-i - - - - �- -7 -- -- - : . I f T-----t-- I I i t Q {. - b i . Q JZ . s __2.-cfs_:...._v_-__ f____._._..__.___�____ - _I c. - T/ _ ?mss .. 1 011 _ - Cad _ _ __. �-_�__._ ___-,____,w___. -_q___-____ I______. -r _.,._. _. _._. z 24�c 2 c , i Q% .f.s_ Q. .s 2 0� 1' _ . \ { _. \ Y _� - - `" , _ - i ........... ..'-_.-r.. _. _,-_._.`_ _�-_.___L ,-.._._ A ._ , I . r ';. f . I : , , '•1 1 . - - _!.____ -_. _.._. _____ _ F �- t - _ - _ -_. _ _ .. ---- _.-----'- --- - - - - . - 2 ! f „ \ i : / < _ 1. . _ co sr. 7 0 f? R.C.P. D /600 __ ___ . Cot/67r, $2 F 57 R. <D /6oO> - i q C F.S. - S D 2¢ i Q, 2 9 v_ ra ao F a?s 00 - : _ - _ - r_. 7 ... - : " i r 1 --_ - _.__ i i I V = 2.70 A-P'S- + ' . I , . _ --- . CONSr_--`.lj'. 4-A:---/ .-$-� -� T - . _ _ ,�. _ ... - _ - _ _ _ - t ; . C�tOdO, o� i i , - - - - - ---;-- -- _ -. -_ _ � _ -- - - - -- - -- !--- , I _ I 1 . i 1 : ! 1 F--- _ i r _ _. _. 11 ... __. _. ___T___.1____1_____ - ._ _ i - - - r- - - - ..__ _.. - _ ..__. _'..' s ; , , , I c.. GE , 1 yO�P/ s40 . I : , t - I t Ns4f - _.... !. _. ... -. ! I iif _�_______._,-__s_�____ - _.____ _------- ---- .__ _ I - __. . _.-___- _ . -. -. __- _,.., .____.__ _-_..-_.-_ _ _ -.-_ ._- _._. . _ 24 23 22 2/ ZO . /V /8 1 . MATC// L/�t/E 5EE SHEET 3 2458 -------------- �_w .. - _ _ _ _�__a ww. _ .. ,_,,..,.,........... bt� . ,...._z._..._.. t 0f, 4 L..F a. -- _ ,,.,,_ r t u..q, -----f J�1 1 44 ' >. .1 #11 W CONSTRUCTION NOTES F '14 N I 24 *2763 I« m«..,..-.d_.___.__.,, i _�.�.<...... _ lr" M Po I i Q --- v 31 E.C. J ;' ,-------- `- I Ol Construct 57" RCP ! I,� �� —I, „fie •� I I Oe i I � �2 Construct 18" RCP c m . ___...- w-_-__ _ _�_ . _ _.. i _,_. 1 ti f O3 Construct 60" RCP �. ,. . It i b I per City or, \ O i d "� \ I ; 00 4 Construct Manhole "A" y Std. No. 510 �' �� ____...___m_ I _ji '" �� M V, I i (p - _v.-�, 1� -",/ .S 1 _ -- 11:, �� O5 Construct Junction Structure "A" per City Std. No. 508 ry _, �•�,.,� P � f O Eonstruct Catch Basin No. 1 per City Std. No. 502 t __ �•_ (! if; � M 1 I 7 Construct Modified Junction Structure "B" per Detail A \ \. �_ f I 1 m � h V1% ` j l I a-� I, a '� h 3 2 8 Construct 48 ' Diameter CMP Riser per Detail C -_. I y o 9 Construct 48 CMP pZ., �«`� . f «w f 8�;•P ✓ 6• 4" 54T4. /7(82.23 r� ,A� ..q ~ ' '.S iii N - -I—-- _ _= mow-.. I E i ',Ik 5 = 43' 10 Construct 36" RCP « _ «.�. _..111111 -� . — r p ession p i No _. E _- r_ �✓CP .W - i _,.. ,. 5 O ns uc Q —� «__.:___-_ N a 11 Co t Local Der er C'ty Std 518 ___ ::_._ _7z _. _- - w- Y M- w _- _ `-- w r or Concrete 610pe. Paving .. 4 . _J _d.. _ _. � _, � - _:_._� _ -- __ ;G,99-4 0"� `�----.- �� ! ! �s ,�s' 12 Construct Air Slown Mortar Co a + �— �_ - - s -�: _ � 2 a2� 13 Construct Modified Manhole per ail ei- 1; ---------,— _______ - - +C-M L�W WAlE -�i[!_ , — — a EL4_ ..R= /00,0.03 OP� B See S IC _ �_.«. -tt _ �TEF�C"A'� _ ap EGgK S=12G!o.48 `_.` - _. SCALE I"= 40 1 __ �____ �__ .- - --'"-` N �,=Q � � h if _T , E , , s!f ._--� \ Q HIS SHT. SUPERSEDED 5Y SHT 5 OF 6 12-14.87 ,�%_ i 1 _ -- -'--- V_______� -y- _"" o' N O T I C E T O N T R A C T 0 R 5 1 T __. -~ �a w� � -p f+s o, ► � ' DESCRIPTION OF REVISION DATE CITY Is, t Q Op d All contractors subcontractors performing work shown on or related to PROVED -~ � =g 'i1 L _-- 4lN ' 11 3 h n h l duct their o orations so that employees are provided _._ _.. these plans sal p 1 11 p. ' -� '�` �- �. s^ \ ; safe place to work the public is protected. All contractors and CITY OF RANCHO CUCAMONGA Eft 1 , � �� ,� ( subcontractors shall c� ly with the "Occupational Safety and Health f Re ulations" of the U.S. Dem rtment of Labor and with the State of California ,1 ___ �_,_�_ ---- � y `t 1 Department of industrial Reta ons "Construction Safety Orders The Civil PLAN AND PROFILE OF f �: I� 1 p Engineer shalt not be respoll- ble in any way for the contractor or i; it 5 �� 3 4r 17-rOS•// 9.e' subcontractor's compliance +ith sa. regulations and orders. 1'i - 1 1 M4rC/H L IA11 .._. f; �`lt ._,__..w I 1 3 Contractor further agrees that he shall assume sole and complete STORM DRAIN IMPROVEMENTS �---- -_ I' I i responsibility for the job site conditie, during the course of construction _ _ « I I r._ .z _ �t // I a p Y _1 � ! ; of this project, includingsafety of at persons and property. This 1 � SEE S1/EE7-,V9. / FOR TRACT MAP N° 12895 (, requirement shall apply continuously and no L a limited to normal .corking �- Ili �_ __ _ ------- --" � hours, and that the contractor shall defend, ince nify and hold the owner and "I _J "" Civil Engineer harmless from any and all Habil. , real or alleged, in I ; � connection with the performance work on this projet excepting liability .. „-- -------------.-..-.,---r-,-----....------------- . . ......I-= _ -_.-�._._,.______e,.._._,_ -_-___.w�...._-.. — .- - _—____�_,_.�"'--_ _.______-__.__,_.___-,_-_____._-_,_____�___._-____�..._.. I ; arising from sole negligence of the owner or engineer. APPROVED BY /f XPjres DATE �.� PR[`/ATE ENGI`IEER'S NOTICES ITO coNTRAcroRs CITY ENGINEER GSC ^- 91-4041 R.C.E N2 � � CU2VE L74 TA — .4 E2 L T J.S. '4" 5r4. 18 12.10 The existence and approximate location of any underground ut►. 'ties or DESIGN D A e10•OO'00" /00.00' 157, 08' /00.00' 1 Q=6a' structures shown on these plans are obtained by a search of ao table uxinc2 C O8 85/'54" /00.00' 13.47' --7-7—5 a- /51 records. To the best of our knowledge, there are no existing utiliti or C.F. WgiNScorr gssoc. 81°02'23" 80.00' 113.99 68.50' C= : structures except as shown on these plans. The Engineer assumes no Habil, C O' 5A' as to the exact location of said lines nor for utilities or irrigation lines DRAWN L.D.KING, INC. , SHEET 0 Ea.42' "whose locations are not shown. The contractor shall be responsible for F$ 2151 E. D ST. SUITE 120 A 2 OF 6 F= 2.83' 0 = 2 42' notifying all utility and irrigation companies prior to work on excavation to ONTARIO, CA. 91764 L_-v '9=/2/0.42', showndeterhereon, ,and forine exact any damaon of ge orinrotectes ion�to these lines.ng this whether or not CHECKED � DRAWING N°- E!�'K 3=/206.55 y g p 7•zs-SG 1029 D R.0-E• 2tOG2 ExPIRES 9-30-89 • r_ -�.. s 2.5' Oro' --- /7 I •/ . , b�� 1 I , \ I O . , lV a r, \ 1 - �. \• m / 2/0 2.77)5 W ___ __.___________.__._.___-_._._. .__ _ __-_ _ -_.-. _ _ _ _ - -- -- `` i --� -,,- i ,--- 7 __I I - 8 TT M _.�__� _ i i I _ t - ; i _-.1. -.___... S i i _ _ - -----I---- - - - - MORTAR _ I I --------- -- ._ ,__-.- - - --i -- � +- r {I i CUT OF ,dGL T --1 T 1 -- ---- -L--- __ . - ---_ - - - _ I - ___-- , __ ___ - , ± --i___- I_-. ,--___.__._z _.1___-. ___-- -__-___ r_._.-_. __-___r__ oa ce�cC SLGiets v is.t9 _ _-- _ _ -__ __ ___.___ ________ _____ _____-- I i E { I i _. ; : F W . I , I , { ! 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I -_ ,--,--_ ._---__.___ ___ _ _._-__ ._.-_.-.__....__._ ...__ _.- - _ __.__.._____._ _ _ _ _----- - -- M WE r ALYAN/l`LD s __ __.__ __ .__------_-_�___. .__. __�_ ____�_ �:___ ___.I____.__ _.-_..-__.____._....__..___-_--__-_ _-___ _ _ 3/ 3o 2 9 28- 27 26 25 24 23 - a, &.C ..&v T/Q'V AM ° Nr�� T 32 ��o� �o roo /� /T,c�a�e [crllrral�s) . eemlo STEEL /XdTE A"P . 3.33' /,BB' __ - --- __...__.__ �.__� - 2G' wELo Va'x a' sTEEG vuTr.* — ___ _.___._________ _ I (Tyo, on Bofh Sider) <.aea/urEv GR4TE AOSEMBLEY I �, I Avnq LACrA14%1. ° 1 - �� 7 ¢' �' a' 6 7 5 25' P�TECT/DN$eL? _..._ ._ _._.__._._ _ I ' "CLE�L? /O /O. SCALE / _¢O' _---._ - �_� ..__-._._._____.--__ QQ T Y/. TVP. I -- u �I�' • O O 2' ^ 7t9 /f!t"� HOLES p tp p l �W ... �W ' SLAC p LY p O f I1 a2. Q9rC•M.P. OOOOOO , T -- .� :� Q A/93 na /8"O.C. (7YP.) ;! � 49"CM.P, r F/N/,SVEO O O O I! SU-ty 4 46 O O O ,,�''� f R/SER Q"AIR BLOYVN DP-�>2 I +I 2a/y �2 s b �.PBAa°a4 > ` �9" DETAIL D�� ���G�f P�AGT / \`O a.vw: � � I �� �ETG 3LG�L -�_ Ai2BLOWN N.r.S. 15'(1 �A�� /SOPS / / ., I , ��. , I $ 4B"� C.M.P. 1 DETA�� - �1 MORTslR ��1G� - R .° ; QAuaa- (T ) .. I . _ �t aow /2 `� —� ' `� yP CONSTRUCTION NOTES t� 11 08" ,L SEE DETAIL 'B" I d I Gyp h ON SHEET /V3/ Ol Construct 51" RCP I ' p51 S° '� _�_.-_-_-../' _ ��- 2 Construct 18" RCP 1y 6 N 2 ; -' iii . `'I1j4 �2' /2' - :_. - a �g2 °:,° '° -m , �,f i 3 ® Construct Manhole "A" per City Std. No. 510 •' -o \ ' v !, %.' I (7y 801h Sides) 5 Construct Junction Structure "A" per City Std. No. 508 6 Construct Catch Basin No. 1 per City Std. No. 502 �, . `, { -.--- 't II 3 7 Construct Modified Junction Structure "B" er Detail A ' -I 3 `'� 11 SECTION A—A p ,-- 1 3 3 `'I 8Q Construct 48" Diameter CMP Riser per Detail C 1 N 11 �.-� � � I I "6 1,I N.T.S. gO Construct 48" CMP �I,E _ / � � -- -4 10 Construct 36" RCP �' Ii 11 Construct Local Depression per City Std. No. 518 \ �- iq ;�{ I TL ( :.___ �-- t i _� - �� C9 f` � 6e, 12 Cons truet Air B1 own Mortar or Conerefe 51opa-Awvinq U N - I 4) 13 Construct Modified,M? hole�er 9efa;I S, See Sheei t D \ / .® .� I O -- \ 1 ___ r, 14 Q 28, '4 f �. 14 Construct Co' I"ligh Ghaln Link Fence. - C C 9 n, � 1 � -- -------- 1 _ �` Q N A? n• I THIS SHT. SUPERSEDED BY SHT. 6 OF 6 12-14.87 , :. / -__- h t` T� '�' DESCRIPTION OF REVISION DATE - _____ _____..___. _ -- r__. _ olo .3 _�� -_ __ u - _ - __-_ � 6 N/GN x m� - -_ "A/00'12�47'1E - 8`C•M.G.P'WATE.Q L/NE Zt DECOR�4T/V6 - n g (() WlJGC. SEE sEE v TA/G a' CITY OF RANCHO CUCAMONGA A GRAO/NG $ ON SHEET N4.! $ �L i ` +'' w° p e P` PLAN AND PROFILE OF v.c. - Z - -- - - -_- - _ - _ - - - - - _. ,, - "r% t-- A:l 39.8 1 / - - + ,4:1 � . to $� ,. w,, pQ' 3.50 -- o STORM DRAIN IMPROVEMENTS • � � / . y 1 (' sTOf?/YI DRA/�t/ ,,. � Q 16 ; ro � a _ I 1 e FOR TRACT MAP N° 12895 13 C UR VE DATA o , z v ' I 00 , AQ - �� N A 1 O = 25`/2'SB" 4'`: N + V w - vj R w', �. - m�. - _ Q oYE¢�Cb-i✓ t ZACf2 .. x pI res DAT E /_ �n`• N` .�." � D� r '" �� . 4� /' APPROVED BY � 'Z� L = 4 4 •O/ r d�'�J• J CTYP.) T = 2 37 ' ~^✓ �`�� W E EG TORS Fie CITY ENGINEER 9� S9 R,C.E. N° L 2 �;:, r--1P�f ay AA105Cd�R DESIGN R D t x . iB' /3 G F. LA C[)A/NSCorr 4.4sSo- _`', *v� is•5' ar a-Er DRAWN L.D.KI�NG, INC. SHEET QI �, j, Fs" 2151 E. D ST. SUITE• 120 A 3 OF �D DEBRIS BASLN CHECKED ONTARIO, CA. 91764 DRAWING r� N. T" S. 7-25-8lv /029 9 ' R•C.E,2106?- EXPIRES 9-30-89 .��. x --—- ----- GENERAL NOTES I. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications_ : for Public Works Construction - current edition. Contractor shall be familiar with and shall be responsible for adherance to these Standards and Specifications. 2. All pipelines or substructures of any kind, telephone or power poles , water meters , valves, fire hydrants, etc. , shown or not t- shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City �. RO!/T 50wo — - — _ of Rancho Cucamonga. Ds -- 3. Any contractor performing work on this project shall familiarize /A 4oNAL • / 2x3'sTG.T1/8�.�lG PLATE himself with the site and shall be solely responsible for any Q.STL.TURIN F>'A/L= damage to existing facilities resulting directly or indirectly 5 Ezv 7a s�,vc aux rs from his operations , whether or not such facilities are shown on ,-Q.:572.TUB1AA:ii P/CICETS �E,�vyDur/ these plans. 4• A permit shall be obtained from the City of Rancho Cucamonga I �c2 15,_Z. TLB/NGS BRAGS — —- . - - Engineering Department prior to any encroachment or const-ruction (( within the City of Rancho Cucamonga easement or right-of-way. LOckABGE"LA7L-1-1 I . } 5. All sewer, water, electric, gas , phone or other utility laterals, T TyPc TL. h!J/06=/Y�KE�Q PES %Z'�Sx/oA��� BoLTS�3� mai ns or crossings shall be constructed prior to paving. G�Ty STD g03�i 2� VW,6T P aV,54.<!;41 E1 _.. 6. Compaction tests of embankment construction, trench backfill , FIT E ZI sl - _ -grades shall be performed /3-� Sr3.4,2 vFRT' compacting original ground and all sub COGU!'1/t/ SECT/D•�/ at no cost to the City of Rancho Cucamonga. A written report Q with these compaction tests shall be submitted to the City Engineer _ - N.T. S. for approval prior to the placement of base materials and/or surfacing. 7. When improvements are to be placed on native soil which consists of K0 a rocky material , the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions o o d o shall be filled with a fine grade material of a quality better than t 2�0 _ iyp2rA.P CAP W/571/e6o the native material . - - 2• 22' 2 FiN/5.� t'/rC� Ta 1�. /.V ZrBSURKDUitlDATT.4Gf-/ W� 8. Estimate of quantities is provided by the Engineer only for the 3 -ac. convenience of the developer, the contractor shall make his own � C-0/a determination of construction quantities before submitting a bid. V/, — Any item of work required by these plans which is not specifically FTS listed in the estimate of quantities shall be considered as included - � B/ eAell 40"16;f in the other items of work. 1 G ro ly,4Te ARGN/TEc7U�E 9. City approval of plans does not relieve the developer from response- OL Ts(V bility for the correction of error and omission discovered during ��-- �N�B .e "Hoop" construction. Upon request, the required plan revisions shall be ' promptly submitted to the City Engineer for approval . -- / = ^ ItECEss F�esr �oc/IesE � 10 k site and exterior streets shall be in a neat, clean, hazard� " free orderly state , throughout constructionSite shall be cleaned 0 lei upon request of the inspector. ��(TE e. COdv1YN 11 Contact all Utility Companies as required, 48 hours rior to excavation. O — G 5 AP A C ✓T GT ZANS Provided for your convenience are the following ins+gp �.e�esv. 5 ObU.QE�Coc/C F7�i Al -F r T. 75 R P x s .. �7s 4ecP __1 _ _. - 1 - — - s ruc6o G 01-111-1,41 A z dZ_ /4 /5 /6 17 18 �9 F2 0 7_'11L` g .. REMOVE EX/5Y 0P/CAGtil R 'G 2 R © AloR>AR SEAL Ar pa��BR TY L rN6. 7 . i /. TRA C T N9• /2 8 9 5 ARROW reoAo SCALE /"40' s q,y W C1 SEE SHEET /VQ•2 I aF��4� a 4 Y } n og STORM DRAIAI W CURVE DATA �'�� Z Estimate of quantities is provided by the Engineer only for the convenience of the Contractor. The Contractor shal t t 18�G2./9 E.C. v _ Q = 90 00 00 — make his own determination of constructed quantities before submitting a bid. Any item of work required by these �r-y plans which is not specifically listed in the estimate of quantities shall be considered�i lDcluded in other items of UTIL 1TY CO�I�JF�Qwy coyrQCrs - --- - - • = � � A. San Gabriel Valley Municipal Water District G /57.08' T /00 .00' II Q VICINNOO SAL MAP for BasseSLine1Road(213)9construction n ID Ot v B. General Telephone (800)422-4132 ►�' /� Orr) Q for underground service 4 O m . �� Exlsr. CURB ¢' GUTTER �� C. Southern California Gas Company (714)529-2889 -- ----� 2191 E. Birch Street (714)529-7070 0 — ()G.v _ ��H p = Q�At ESS/ . w.r. Brea, CA 92621 �' -- -�a N n , N /�/ �.---EX/BT. B' SErYEL' �N N• F2G, D. Cucamonga County Water District (714)987-2591 O N a EXl5 r 75 RCP //oo /2 30 E _ _ — —' J 9 ----—— -- ,� �. ,� _ 9641 San Bernardino Road - —�"---- — 1.---E /sr. W.4 _ w AIVENUE n N L Rancho Cucamonga, CA 91730 •B A KEe a _ _ °C E o• 210 2 E. Metropolitan Water District (714)593-74 4 _ — if ��- * l P. 0. Box 54153 ^IT _ — �f— Los Angeles, CA 90054 '`'v' GL 7r CIV1 \� ��i► NOTE: P,eOTECT Ex/57. /W..N. EX/ST. CURB ' GUrTER OF CAL F. Pacific Telephone Company (714)999-5639 v O !At/ 014CE. u� © THIS SHEET SUPERSEDES SHEET 1 OF 6 DATED 11 -24-86 d►t1 0 ADDED DETAIL "B", REVISED CONST. NOTES63 19 8 Q ' i A,WED GATE COLUMN OETA/L, OM/TTEO BA.PBEO 8��/8B s;�,, 01--AN V/EW CONSTRUCTION NOTES QUANTITIES � l�l.YE FROM SASlit/ /NLE'T, GN.tN v A6 A 1 Construct 66" RCP (D=1250) 492 LF CITY OF RANCHO CUCAMONGA f2 Construct 18" RCP (D=2000) 42 LF - 3OO Construct 66" RCP (D=1400) 793 LF PLAN AND PROFILE OF 'DETAIEA L ,mbl ® Construct Manhole "A" per Citi Std. No. 510. h F O5 Construct Junction Structure 'A" Per City 2 EA I I O N T.s. STORM DRAIN IMPROVEMENTS 0 Std. Dwg. No. 508 I I © Construct Catch Basin No. 1 per City Std. No. 502. 2 EA FOR BAKER AVENUE ~ NOTE: SEE CITY I ', 77 Deleted. I I OF RAiVCHO I QQI 1 / ® Construct 48" Diameter CMP Riser per Detail C. 20 LF I d CUc ahnoNGa 57'9, I F F 90 Construct 48" CMP. 24 LF TRACT 12895 pW� lys 511 FOR 1 I 10 Deleted. I RE/NFAF�UNrs 11 Construct Local Depression per City Std. No. 518. 2 EA P VED BY DATE B STEEL DETArLS Construct Air Blown Mortar or Concrete Slope 1,018 SF �I�f�fENGiNEER - o by-142: I R.C.E. N- Pavin RE OMMENDED � .h F /� 13 Construct Inlet Structure per Detail "B", see 1 EA DESIGN I Sheet No. 1. 54 LF GA" uxinG !/ A=900 o.. /o" \, 14 Construct 6' Chain Link Fence. I c =48" 15 Deleted. DRAWN 21� .E KING INC. 120 A SHEET E : " SECT/O!V O D ONTARIO, CA. 91764 4F E = 38' CHECKED �, DRAWING N° ELEV R= 33-7.3 1029 D C.E• 2ro(o2 EXPIRES 9-3D-89 F F EL 5 = 33.69 ) J. N. 858 - 10 . _ ..1. 1 , ; ( l . 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I t - _ __ . 1 , :. - _ _ _ I _, _ .,_ ! - r , I . ! . 5CtlGE _ _ ;_ I _: . _ - LATERALn �� i - -- - . - - __ _ _. , �.. . ' . h/O.P/Z/ 40 I . , __ 11 I . A, __ ._ - i_ _ i. ._ . s . - l E,2T 4 I , v , i : -11 . - -- .__ , 1. 1. � _ 1 . 1. 1. _.__.____._______.�_�-__- ........-_ -_--__,.. -___ --..-._,,_ -..-_-_-__ __---_a___...__._.- __ .__ % _ _- . _ _ PRIVAT �_..__._... _ 24 23 22 2/ ZO /9 00 " /8 �7, r'. -1 * CONSTRUCTION NOTES - IV Vil \ I4 1) Construct 66" RCP (D=1250) o O2 Construct 18" RCP (0=2000) 4 '3 O3 Construct 66" RCP (D=1400) ® Construct Manhole "A" per City Std. No. 510. O5 Construct Junction Structure 'A."'per City -Std. No.. 508 ® Construct Catch Basin No. 1 per City Std. No. 502. MATGN L/,UE sEE SHEE T 3 24-1.58 _ _ _ ._ -_ _ _ _ _ _ __ _ .. _ ______._....�, _ - ...... N_ iQ 7 Deleted. " 8 Construct 48" Diameter CMP Riser per Detail C. ______ _____-_.. ill I - °''° J" w 1 9 Construct 48" CMP. LQ 10 Deleted. 3 �_„ __•_ '-,,., 1 // 11 Construct Local Depression per City Std. No. 518. f 1 e_ 1 �' I `""~_ t,.l, I-4 r � 12 Construct Air 61 own Mortar or Concrete S1 ope F € 24 *07-63 t __-.___- ! _w__._.�. _-_. '" ~ - f, "� II Paving. � 3 E.c. II �� � // % 13 Construct Inlet Structure per Detail "B", see I G I..r 1 i _ e ", � W Sheet No. 1. IV 11 .___,_____..,.._--_.-..._..__ i _..� _ / �_ iJt _,f- N G 3 P _ _ ,• ,! J., i j 14 Construct 6' Chain Link Fence. , . �u ( ! . ,f V.z - �i In k I � 15 Deleted. 11 il -_-___i_- �, _,- %,� Ir �° ¢ __ __ ___.____- _4______ _� �w oL� /!� °v l Q° �, Q LATERALS AND CATCH [3/�SINS ARE PRIVATELY OWNED ��� P.S N.�q�Fy __--- \ ,`� ,, _ / v F Ii Ii h 1, w 4 AND ARE TM i- MA114TAM ED BY -NF- RC)NIEOWNERS 9 IF' W C4 _. I _._�•-• `lr �k hh 3 � ' I ASSOCIATlbM) MUT' V TIDE CITY. c`�� Q N L ___...._.___._...�.,.__ (I 7__ �`1� , W ti �. 0 _ _w_ x ��, -.~ - ��S �. . ,�-_. `'~- II j i -- - -___- 0 ` qj O / x > M, .� _ _. �.�- ill N - _ 9- ..w ..� --.... V.C.P _-" �a �Q .u, 2 � i 1 � Ex 3 -89 s.. _.. _�_ �, ~_ _._.__ . - r w.._ _...w - 7'30"�Y - _._ 7" .N ,siQ __ _..____.__ _._ _ _ �.. a_. M_.._ CIV -- a ! _ __ ___ti _ __ + � II ." is - -a...:..w _ .. _ _ �� 1 � F of caL��° a4� __. �m'••��...,..,� _._. ~ _ c Mr�UE /y E. /5 FOR STORM DRAIN ON N L tr W. WAj a� (• I; �._ ' ._. I �_ ... _ _ _ t �.. [1t BAKER AVENUE/ -_-_ T - .:_. - ` ~. ] i 1� SCALE I = 40 ---- �... __ _ __ -. W!Q �. A I . I ,�' g 1 + - --- - I.I �� 2, ti ' +1h0 {1 © THIS SHEET SUPERSEDES SHEET 2 OF 6 DATED 1 1-24-86 1 ( I i I V �� A p fZE/ISEO COA�3F. ,C/OTES y PIPES P2O�lLE STA,Z4 58 Q _- _ _____.�� `s ` - " ""'_ ! _----- __" � w NOTICE TO CONTRACTORS Tv STA. 18+7Q 86 ��� ___w._I 1 I 0 j �� t40VE0 ATE d'�OGlJMN OETA/L, OM/TTBD ,Y•4RBE"O Iii ii� (f�� � ~` 1 g v d All FRO/`'/ ,6 ;:%W /NL6T I/O' �� ai � O All contractors and subcontractors performin Werk shown on or related to 2 �/ j 11 I yQ I these plans shalt conduct their operations so that employees are provided j --�----- -� --w- - III 1t Q �-\ I safe place to work and the public is protected. All contractors and I � `, t.,, r I, I � w I � I subcontractors shall comply with the "Occupational Safety and Health CITY OF RANCHO CUCAMONGA 11 �\ °� ` # , Regulations" of the U.S. the of Labor and with the State of California t' ' (` ---� ,__., - V i11 Department of Industrial Relations "Construction safety orders". The Civil PLAN AND PROFILE OF -"'"""-� 14 -- ----•----�-- # - - "" "����� t Opp oQ Q� of Engineer shall not be responsible in any way for the contractor or . ���l ';1 N p, �c V subcontractor's compliance with said regulations and orders. � t, �-� l'i _ ; 1. � a%� I I Q r that he'- shall assume sole and complete STORM DRAIN IMPROVEMENTS I 1. �_ � �h I Contractor further agrees I i1 ---~-~-~-�~ - �---•-- - - - -� ii µ "Y"'"� i` � �� NA 0 3 3 responsibility for the job site condition during the course of construction 4����___._ __' 1 gI! �� o. �� j of this project, including safety of all persons and property. This FOR TRACT MAP N° 12895 _. � Ay � �� O I requirement shall apply continuously and not be limited to normal working '" '"� _ -- . _ 1J J (-,-------- I _____.� � __1.1 "��..,,_ �\ ` I hours, and that the contractor shall defend, indemnify and hold the owner and �� - 5 h M t Civil Engineer harmless from any and all liability, real or alleged, in ____. -- .V) t 44 Connection with the performance work on this project, excepting liability "-"r�� �, ? I arising from sole negligence of the owner or engineer. DATE l �� PP OVED BY �J � CURVE ,0474 R PRI`/ATE ENGIPIEER'S NOTICES TO CONTRACTORS ,I4�T�ENGINEER 7:Cca� R.C.E N2 14942 A 2 L T The existence and approximate location of any underground utilities or DESIGN RECOMMENDED A W•00'00" /00.00' /57. 08' /00.00' structures shown on these plans are obtained by a search of available uxinG �� - C Oe 8°5/'54" /00.00' /5.47' 7. 75 records. To the best of our knowledge, there are no existing utilities or C.F. $/°02'23" 80.00' //3.29 68.50' structures except as shown on these plans. The Engineer assumes no liability L.D.KING INC. ) - as to the exact location of said lines nor for utilities or irrigation lines DRAWN 11 If SHEET whose locations are not shown. The contractor shall be responsible for FS 2151 E. D ST. SUITE 120 A S OF �o notifying all utility and irrigation companies prior to work on excavation to ONTARIO, CA. 91764 determine exact location of all lines affecting this work, whether or not CHECKED DRAWING N° shown hereon, and for any damage or protection to these lines. 449!:!� ��210 1�iRES (Z�-Zl-�7R.09-3a-89 /029 D ,, __-_ d s. _ � � � 858-/0 i 2.5' ZG' ./ / b�Ap I � ., a1 .�. 0 }ir �'. ^ N yea . 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I I I I ____.___ _____._____ aiNs eottT I ; 32 3/ 3 O - 2 9 28 27 26 25 24 23 �ROTKT/G gra . ,C G•O.0 ANO TO BAN /C01 fTc/REE LGL:AT/QNCS) KENO ,4TEEL ,c"ra-[WO 3.33' /9B� wE[.O ya'x a' � 3TEEL vc:.a r� _._..._._...._.m_____.__.________� _____ - __ � GACV�/C.aTEO G/ZdTB .o13EMBLEY ��W�v GER LWrA/L.3. 4.75' P.eor'0Cr167N saa S e5' '�"C1e.4,q N /o �o" I scAG E /�=Qo' � I .____,_._ ____-_......_.____._____.� �� � ,� p0 0 o QROf ESSfp�ygl rY/. TVP. �� i lir"To / ,yot�s o o �t� ` A$ N. 2 2 1 t r 3 3PACEO.A LY O O ° t ��Q► \Gi M 's�y� v I ` -8 - - DZ / ,1 41e C.M.P. O O ° O O O It � Q L 2 `.�d iI �` O O o `" N o I 09 No. 21062 :oa -r N4 3 na /8"0.C. T YP. �\ z 1 `m �,.C M.P, suaE o O O Q / �,�''`` I' f R/SER I Q"'A/R BGOYYN o 0 o EX 9" O-S� � /LVl �v , .•r �- "`� „- +I MR•) I I AfoRT<uz 6W ' �' CIV1�' ��Q _u-nl.m _ PIIjTR�10�� -/ 5 I (1 I CO�tiC. SLOPE PAV//VQ > v 9lF 0 �A01tV I A1RB____._ _ �IM_Iu �+ A4VRTAi7 aq > I �� a I�G�QR e PGt �v \o �. i -.� 2 ( s ` _ < 9" DETAIL D .� P ! m, . cotiraEre sta�E g !ii T R \�� mx G Ni m .11R:BLOWN N• S •( A ` .A / 1 -.. T 15 1"Wv �,e 5� I'I asw �M� I DETAIL C MORMe -o G� - / v. I ELBOW /2 /� / gP1 ,. `, � ( ..,-..t odu�� cryo.) -•- �,• I � I �• 49w h2 2 SEE OETA/L "B" CONSTRUCTION NOTES - CMP � o ' \ !' � -9 01 Construct bb" RCP (D=1250) A61 P 5' - '�.: , _ Z 1-f 1i, . k j e 2 Construct 18" RCP (D=2000) � ,,- 'L `�e.� \ _, v { 03 Construct bb" RCP (D-1400) 8Jg15 pi \-1 � 14 �'" )I1 /3 N /3 ® Construct Manhole "A' per Citr Std. No. 510. p� ' S Construct Junction Structure A per City Sid. No. 508 2 ,• - o � �,'* " N 1; %I� (Tyo•Both 3/d/") � � I 6 Construct Catch Basin No. 1 per City Std. No. 502. � � •.� � ��� � �� 7 Deleted. " �y 3 � ® Construct 48 Diameter CMP Riser per Detail C. ' II 0 SECTION A-A 3 ` 90 Construct 48 CMP. N.T.S. 10 Deleted. /'� ' J \� � 6:IZ' 11 Construct Local Depression per City Std. No. 518. �T / 12 Construct Air Blown Mortar or Concrete Slope v 1 _ _ _.__ Paving. ` �3 Construct Inlet Structure per Detail "B", see $ � - � Q 2 4 �' Sheet No. 1. L 1 �� `)0 A C (' ® Construct b' Chain Link Fence. - % N ,J `'' . . 11 Deleted. , i„ I THI SHEET SUPERSEDES SHEET 3 OF 6 DATED 1 1 -24-86 ' � � � - ---- N �� /NLET (�,�� � / �, \ " I v -__:___- -" --= G N/G X REVISED PIPE PAF/LE BTA. 3i463.4-o To STA.24 58; 8 /Br °J c- _ DECAR.d7/V6 v S. \ __-__ =' REV/ EO DETAILS �j WQL L. SEE .r'EE '� �` ! ® !/RE F 5 N�NL�TTA/G/ OM/TTEO BA.e8�0 8 �/�j m 4 - __ �� _ - - ____-______ ._ . GRs 1A1Cv 0 C 071 � oc�5�T 4Ao 75, �a �i L - PL." QI; I 3 � �0O,i2,47,,E w 8"CM.G.P'WATEl1 G/NE 4' 3' 4' 8' 4' 3, ¢. CITY OF RANCHO CUCAMONGA u� A - ... r - g py.c.P. 4.75' -' - '1- _ � a _, _______ . ;� y�, t + + + + PLAN AND PROFILE OF �_- - -�---�_ cJ ,c, �`/9 � li _ N Q .- �.f0 2.75 - 01 e I e STORM DRAIN IMPROVEMENTS } �� v �� FOR TRACT MAP N° 12895 V S TORY/ ORA11,1 iii, 'Q 0 13 C UR VE OATA o� �i N � I I ml. . 6 = 25'12'58" Q'� �� • . N . � W OVERFLOW �> R = /o 0 0 0' �', a0 i` .�D� oGTLET GG"f?C.P, ' �� N `�' DATE B8 = as o/' a1'�• �' ��''�) GAr6 OETA& ( SEE' A1frtNG NEER R.C.E. N° 14ci42 .SPILL bt/AY T = 22 37' u>>, I sf/EB> .¢ o�� DESIGN - '" _- __ .. C 11 Lr)cin� RECOMMENDED v\. 2G• SC.9LE f"=ro ' L.D.KING, INC. SHEET /I �-,l STRe�E DRAWN Fs 2151 E."D" ST. SUITE 120 A a of c �, �� /S.5• �ADJUST LOCAT/ON OF /NLET TO MATCH EX/5T/NG FLON1_flVE ONTARIO, CA. 91764 CHECKED DRAWING N° . 0 DEBRIS BASIN - � �i�u81 /029 D R.0 E.210(02 EXPIRES 9-30-89 .- 858-10