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ESTIMATE OF OUANTITIFS DESCRIPTION QUANTITY UNIT REMARKS - GENERAL NOTES / L'/earii�g >` 3�fe /oiPy�arafion C.s. C. 5'. . 2 EXca✓afiUn f! Grades C.S. 4.3. 1. All work shall be done in accordance with these plans, the City of 3 3 f 4",48. Z7, DOD 3.` /Vo. 20/ Rancho Cucamonga Standards and the Standard Specifications for Public_ ¢ 4 "A•C. a;,erne_ of 4 ��il-B - /5�5 S.f Pr Sfd D1119_ No. 20/ Works Construction - current edition. Contractor shall be familiar �-s -`- with and shall be responsible for adherance to these Standards and o. i A•c' Par�ernent O✓er/ay S,22� S.F r 9/c'l 0,.ug_ No. 20/ 1,057 ZJ` e,-91d. Dwq-- No. 303 Specifications. 7 C0/131 Curb O/�/ rari�b/e C.�' G_' 8" /70 C•F. Ps ,S�d. Oca • No. 30/ 2. All pipelines or substructures of an kind, telephone or ower poles, _ __. _ _9 _ P P Y P P Cl? Cons/ Cu/b 0�� tBO "Cr •) -- 40 L.F el, 91o! Dw Ala. 30/ water meters, valves, fire hydrants, etc. shown or not shown on these 9 Con9f S and_re/ G'ioss quer /, 9G7 S.F r Sfd D� No. 30k3 plans within the right-of-way limits or in adjacent areas where /D Co/�3f 0�%d CU/6 28 C.f r 9/c/ Dcu No 902 improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. ii Co1991 4/9der- glci lecua/k Dra�i� _ / Ea. ell A10 507 /? Cons �'�rf�_Out/ef / Eo?. r ,Stc,! Dwy. No. 5010 3. Any contractor performing work on this project shall familiarize him- /3 o/Jsl Zar¢ /,/25 C.F. self with the site and shall be solely responsible for any damage to /4 Insfa// s/reef Gi" hfS f/SPY 5e00 G .son --� � _ . ' __- _ _ 7 _ E8._ By E-o/ existing facilities resulting directly or indirectly from his opera- -- -- ----- --- 60,e /S Qe� / Streef� Carrot Wood Tees _ _- 5 _ _Eaer SiV ,0w`g. No., tions, whether or not such facilities are shown on these plans. /6 M�Qno1?effe S-11Can-of `t/oad tees _ _- _ 24 Fa. er Stogy Dw.q /1/0,103 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering /7 /47 L.f. Er sfd DuiAlo 3/3 Department prior to any encroachment or construction within City of /8 Const 4' Sidewalk- 6-,/90 S.F. er Std Dw No. $ 30¢ 310 Rancho Cucamonga easement or right-of-way. /9 Const Har�dica'�O �Parn�o S Ea. er Std. OW0. No. 310 - -- - 5. All grade stakes shall be set by the Contractor or Engineer. Pav ng stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction, trench backfill, com- pacting original ground and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prigr to the placement of base materials and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to verify stability oil content and sieve analysis of asphalt surfacing. 9. Prior to installation of any paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: R-Value, sieve analysis and sand equivalent of aggregate base. z 10. When improvements are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native .t material. 11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer 's recommended rate for the full pavement ((( width prior to paving. 12. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 1 14. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 15. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. 16. Contact allUtility Com_aniesas required, 48 hours prior to excavation. Provided for your convenience_are tike -following: A. San Gabriel Valley Municipal Water District Construc tion NotesMr. Bob Stallings (213) 969-2718 for Base Line Road construction /0-Const 3 "A.C. psvernenf over 4" Crushed A.,5 pr .91d. Ding. No. PD/. Cos/ 4 " atem er�/ over Crushea/ "A.B. er Std Dui�. No. 20/. B. General Telephone (800) 422-4132 2O n �A•C. /� /� . See Sheet 3 � for underground service 0- ?S D./ A.r 0vernenBf/ oyer/8y Per Std Dwg. No. 20/. ® Consf Curb Suller / - ,?V" lAer) per Sfd. Durr. No. .30,3. MIGNONETTE OW C. Southern California Gas Company (724) 529-2889 W 2191 E. Birch Street (714) 529-7070 5 -Cor>sf Curb on/y e.f.) per Std. Daug. No. 30/• WBrea, CA 92621 © Consf Curb on/y (.var. e. ' 6"fo 8") per Std Ding. No. .301. U 0-C61761 Rolled Curb per SIV Dw. /✓o. 902. Not to Scale D. Cucamonga County Water District (714) 987-2591 ® COn3t 5P&OCIrel 6 Cross Gu/fer per Std DaI . NO. 308• 9641 San Bernardino Road /� g Rancho Cucamonga, CA 91730 O- Irnsta// 5800 L. 1-1, S v SfrePf Li9f,t (by Edison) OD Consf 8" A•C. Di.(�e /✓Pr S'�o! Dw9. 3/3 E. Metropolitan Water District (714) 593-7474 see P.O. Box 54153 COnSf Under side ufa/k Drain per Sfd DaIg. No. 507 Sheet 2 Los Angeles, CA 90054 Consf Curb OzdW per Sfd Doug. No. 5010. -Const 4' 3%dew&lk per Sfd Daly. No. .3/4. 11see Lar)dSCa/oe R/0/9) F. Pacific Telephone Company (714) 999-5639 and Sfd. Dcu9 No. 304. _ W Qp�UFESS/ D J. INDEX MAP LU cc No. 3^�5� �? �� S'EE' ,Dl�.� d�3� f�J,�,QE{i/.SOON �► Exp.6.30.200 dow qTF Of CA --� CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN GENERAL NOTES, ESTIMATE OF QUANTITIES TRACT 12414 CITY ENGINEER .��2$�-� R.E. N0. 23889 i CO21StJ'UChDES IGN Lone a Associates RECOMMENDED on contractor agrees that in accordance with generally accepted construction L•A. /�1V L practices,construction contractor will be required to assume sole and complete responsibility for 902 W Ninth Street job site conditions during the course of construction of the project,including safety of all persons Cojlfo(fll0 CoU()CI) DRAWN Upland, CA 91786 SHEET and property that this requirement shall be made to apple continuous)}• and not be limited to L �( 714 '981 ' 5602 I 3 normal working how's,and construction contractor further agrees to defend, indemnify and hold of CkAl Enginmi - OF - design professional harmless from am and all liability, real or alleged, in connection with the QandSUrvmWr! CHECKED R.C.E_ 24838 DRWG. N 0. performance of work on this project,excepting liability arising from the sole negligence of design Professional. el-1 / DATE _4-/2-B¢_ FILE N0_03-32 863 83-32 3 - —. I 9 } _ _.. ..._ € I 1 ! t { ... } -}> � � }... �.. i - -t �. tj ♦ }} .. t .. � � � .... ♦. ` ..y s. !s � t • t!j � t `c • i j � E I :t} ! i_ , } � ^� € e # .: t ti! > r i } ! � s l t } I • ! � r � I E.. -- �.. � .. ! ... s. 0 . � � + :.. s. L .. .. t. F - � t } � { � J :. Y . ► i i € - 1 ti I ! ! t ; j } t •. f: E # i I t j a: !0>0 5- Checked o € I � € • ♦ :.. ilk tt : a r t } . t { , I r f �. t , : - t • ♦ ♦ e : i ` t s'• -t ♦ F - t. i �. ♦ ' i i i I 1 i t S i V i + E i ! • f i s i J f QJ E s 1 L € € f. z 1 hj 6 f ` Io Trn # € t � � _ � � � _ •. .. { � t � t _ _ ( _ � t t t 1 � t E t ,)�o t � F/�cu/me � ; - t } { + • tt € tt t � t � E f � I j � r -� � � � '. _ . -t" � }-- t � ' - i--- � -t• t � : E" F � E t � I � f � I � € � i E � .,-�� � � � I j ' � i ► _ :_. .. .. :. . _.. } t.. _ I _ _ •{y . 1 ( ( : ► I ; t. ! € € € E z E E I , , t # ± � } � i t t + a a k t k . t f I € # � . _ I _ _ I . _ 1,, t I t t t , . . , t , t t : 1 i t : ♦ t t- , i i t 1. } E t t # I I € { k I f /)1� { 1 __ ... E I E € # € ! I I , . E . t k I r a _ _ _ _ - __. _ f. __ I. __ _ L .. _ ._ _€... I t ! € € t # ! E # I ! _. j _. . ... ::... 1 F t t t E T I ! I € # a✓ m t r i t i I k E t f I ► . t i t I t # 1 I E t ` } E 1 3 �.. I { E E € € E € f E f E I l I E € ! € ,-b t� .f oA t Aust _01 C, 7.� 16a idd k i • A 0e. 0. :/e! sotvf o nth sf ee G��r { � I ! t ! ! ► t € € # c EE € ! E } I { ; � 1 ! t IE t � Itzt I t ► t € ! } E # t I E 5`tCAL vE1r,r i - ,4 t I I E I I HAI r E { I 7 8 9 WILDFLOWER COURT 10 12 13 P L A N 41 SCALE ��� = 40� y see Doig. Alo. B!3-/4 5bee1,3of4 MIGNONETTE STREET \° LOT J �qz Al 46' Q � v "I d \. u'ti 4J v 1 Q ( O O Q b 3 v Q i `fit `A I j 4 O � � / � l V l � � Ci � 11 - Pbaa o : Q � o � ` o f -to � �� t .kk c � ti(` C , x v ° � � �� � h p l h h, h� h I �h�� 'P/� 2S�' I Future im/oro✓er»enf3 t , TY 14 r _ l C� f A.C d(r�r ter- �� �, �t, 7 t �.✓ r� . . _ *fi r4 `.t. "'- . — — cw t Ex. 4.e72;e;r,-� tvi EX. S.P. Manho/r-+'_`+ d af► O ._ - - iJ .lQ" - '9 O - - -- - - - -- -- _ q — - - - - --- °p X s,�,a ,i (v CO EX.S.M.N. )k Arahed 25 A.C. bPrrr� 5 � BERYL STREET yy E.12 Construction Notes 33 ,33' I —Const. 3 "A.C. pavement over' 4" Crushed A.6. �a Sfd• Du/g. No. eOt. li' 2t' l8'f 2O. Const. 4 �;A.C. pavement ovel- 4'Crushed A.B. per std. Dwg. No. 201 . CITY OF RANCHO CUCAMONGA (3)—Const. 0./ A.C. pavement overlay per Std. Dwg. No. 201 . (4 )_Const. Curb & Gutter (8%.f. - 24" gutter) per Std. Dwg. No. 303. 05 —Const. Curb only (8"c.f. ) per Std. Dwg. No. 301 . PLAN AND PROFILE Const. Curb only (var. r.J. 6" to 8") per Std. Dwg. No. 301 . 7O—Coli. Ro/%d Cul-b per Std• Dwg. No. 902. 2'A.C. Feather � Const. Spandrel & Cross Gutter per Std. Dwg. No. 308. BERYL STREET 9. —IrnSfa/i 5800 L. 9-PS- Sfreef L� hf (By Ed:son) S/ope r/es from fxisf: S/a/ve I � .9 yat;es from I 10 Const. B " A.C. DI-Ale per- SId. Dw Vo. 3/3. TRACT 12414 2.73yf s�o9; 11 —Const. Under Sidewalk Drain per Std. Dwg. No. 507. l5'/0 � 4,:/, 3 0.�3 y �a i�9Y. d'c1P n �22. Const. Curb Outlet per Std. Dwg. No. 506. Ex�sf A.C. 1)3 —Const 4' Sidewalk per Std. Dwg. No. 310. ossa Landscapa P/an) /3 • '°• Be�n1 or Cwb aril Sfd. Dwg No. ,304. .,•. . CITY ENGINEER � � R.E. N0. 23889 * ( Ex/stin9 A.C. Pavement e/7a� Guf�`er ¢ 2 Design L.A. Lone 81 Associates Recommended NL BERYL STREET—TYPICAL SECTION Drawn 902 W. Ninth Street Upland, CA 91786 Sheet T.I. = 7.0 R = 68 NOT TO SCALE L.A. 714//- 981-5602 2 of 3 . U. R.C.E.24838 Drwg. No. CITY Date 4-/2-8� Ft�i No. 83-32 863 83-32 .._ _ ----- . ..._. _ _ _._ -- . as Tv_ . --�-, _ _ _ .. - ... .�_ _ _ _ .. - a _ - - t i ! • - • # - . ;- I I I ♦ i I i I t r r e i } i I r ; i I I t I ( . • I i • i r ' a t : i ! a - t , ,,y, I } ; • t } I t t I f I I I i I I a _ t I q}[ 1 1{ I Ir _.- _ .. _ _...... .. i... . _..... ..... 1.. _ I 13 c a r#K � Tf 7t _t. I iF ... ....�..E:.._... .. ...-4-...._-•....__.. ..._.... ......-•--...---1:.........�._._ _..._ ,. ... .._ .... ......L.......-1.... -..._.... ^{}•-. ......... 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I , I k { I I I I I I I I I I I StCA►L S vEI�T - :4 I I ? I I I O f 9 10 11 12 13 14 15 16 17 18 19 i� P LA N SCALE I = 40� - _ /9�ti S�rPPf i �k. - CA. E k N t1� �e �6' �x Q\ ` � �' e oc `� c119 a .� � ,> W �1 (� �' (fie �\ Ne �) % �f•G•I W eo 2 C (� G h a� D.'.f'P PPIurr� Gb�fo�: j I i fi 0 �k .�� 6 (k1 a( • 2 �P-/0' .4= 5b'//46' 1 41 � _ I (I I g to ��� �, �� 0' L=/s�¢/ r-/0.03' `� ° o Be�� �k '� �0 Comet iPdrn)v ,per- I Cons f iPamp per �� OQ I p'� t 0 0 1h Q std. Dulq, No. ,3/0. `px x00 Std. Dur No. 3/0. x / c Si Const 2x4" Pedcuood h2o�der 9 �h Ox /nsfa// Stoo s� n F�� / a�U ZD 72 3 '� �, ,Q nsfa/ St eef Nam yn //?.rta// S>�eet Name Per Std. Oc,/g. No. 402 ti �+ std. Dw�ivo. 4902 ��� I 0 Syn per Ste. Dwy. No. 402 ! --, I 3� CorlS f temp. ; cp ,. •' 9. D'/8..E �__. � - �, �� �� } _ i A 011 q C.pa�errenh ' �' + Qo 9 : <. Y �4 ^ , /'y" o / t' , «rfa a o /3 �ti�g G 8 :F �-�J `� g�� 4 13 "' q ` �, �� !o 8 y� !° l3 a' o °�° 9 4 m �' ��h� 5g ConstM a'�. _ ' _. _ a - ------ - - - - - - y h' b _ _ /4 J : Std_ � - - �' - - --- - - - o �r `�lQ �O _ o�.. /0 - --- =a& .. . . .. . ,�. f e�.Zeo.} . . �,,:�, � - . ,e=zoo �:�,,. . � � tel' «a' K=leo: � - e:zoo• ` htup.No.9�0 . s •:J-: IF [\� - - - , �`1"------_-�_2sln OG1• w(-.. - \� pb.'' ' .�-+-- •ck GG1D� ., J 1 J •: .•- -. •• !Z.:60Li.... . . .. .. .Rs.GCO' :t Z'o0 _R' 440' - -- _ -.Q'=' L- 'e' 00 _ L.i -5i./!o BG.SS' /5.6,? oo• - 90 50.00' m !43 99 70.00' 13 9 99' 0 1 C v/;u �S- ;� 4s oo" •.5 �' 9S.oo' 95 00' 3� 98' ��s` .' I Obi � W 'W D o v . o i' x �' � 0 N 11 I v • 20 `' ti v i v 18 I I I ao �; 92 0 87 86 99 � $j k, , Curb Return v W Curb Return � *. N Curb ,felurn Curb Jac fur/7 � h f -, p ��- Data �1 ( I >_ Q) 21 Da to 19 10 � *' Da to Oa fa IN ,� 2 _j � le'er 91 9 0 89 8 8 ekv,b Alelurn 0a/d k) I I c.� . 4-).,N LOT K �, ,�`tea a = 90° le"?71 I cr ,P-�� o a =z7 R•?�' % , I IQ = 9o' * ! < o d =90' Q - 90' h I �Q� L•42.4/' D=B9°48'/2" t) L = 424/' I ] a� O L-42.4/' L `424/' c r 2700' G = 42. 32' 1111 T= z7 00' < h o�3 T=Zioo' I O T= 2700' I � -) p T = 26.9/' o` �' z e, 33' BEAR CREEK AVENUE SADDLEBACK PLACE . See Dr w3. No 863A Shed-t,ec-f' Ir See Drw . No, 863-A Sheet 4of 4 OV0fESS 1* . . - `� �`D J. I MIGNONETTE STREET ��_ I I I . . I �� II aWc -1 7 No.36052 0 �,��. .Dl0/ • �1,0 A6 ,Q� /9lOrt/ future N. A xp.6.30.20010 3 ��� S e _ - 40' I NFA 20 Construction Notes ��' cw\, /2' t� /B" /0.' B -1 1 .'--Const. ' 3 "A.C. pavement oyer ¢'" Cr-ustted A.B. r std• Du/ . No.. OF CA��F��� 9' �� 9• � 8 I C a ,� 9 CITY OF RANCHO CUCAMONGA • i I � -Const. 4 A.C, pavement over 4 Crushed A.8. per Std. Dwq. No. 20/ - 2 - �-Const. /�A.C. pavelT�ent overlay per Std. Dwg. No. 201 . . i I 4O. --,--Const. Curb & Gutter (8"c. f. - 24" gutter) per Std. Dwg. No. 303. PLAN AND PROFILE �-Const. Curb only (Wc.f- ) per Std. Dwg. No. 301 . //S/o 'Nar. " " I 1 6.)- const. Curb only (var. c.f. 6 to 8 ) per Std. Dwg• No. 301 • MIGNONETTE STREET I Exs/i Ground �/ 7. -Const. 2o/%d Curb per Std., Owg. No. 902. 0.50' Ce✓e,' _ Gini 0.00' - �- . I 8. --Const. Spandrel & Cross Gutter per Std. Dwg. No. 308. s/a y,";,, I� Q�7�� - �¢� <` 0.3v' =- '�- �i ��;'9�_Insta// 5800 L. fHRS.!/ SfrPef Liyhf <6y Edison) g'ci � --- �. s _ ��_ ----Const. 8" A•C• ,OiAe ,oer Sta! Dwg. No.3/3 TRACT 12414 /g ; ' ' 1 ; 2_, �,re lvort� 11 . -Const. Under Si dewa 1 k Drain per Std. DWg. No. 507. rt, ' ` L-j cv b l �i�>'IPr Q? Const. Curb Outlet per Std. Dwg. No. 506- ��� -- ° I I (13 -Const 4' Sidewalk per Std. Dwg. No. 310. See Candsca� P/an� CITY ENGINEERIIT R.E. NO. 23889 / and Std. Dwg. No. 304. Q Design L.A. Lane a Associates Recommended " /_ ¢ Coi79t 2':r¢"2es�vood hCB�r. MIGNONETTE STREET--TYPICAL SECTION Drawn 902 w. Ninth Street Upland, CA 9!786 Sheet T.1. = 5.0 R = 68 NOT TO SCALE L.A. 714 - 981-5602 3 of 3 = Checked _-_ R.C.E.24838 Drwg. No. CITY Date ` -/Z- 84 File No. 83- 32 863 . 83-32 "STI MA TE OF OUANTI TiES Q QUA>J -716-5 ITEM DESCRiPTION QUANTITY UNIT REMARKS ' GENERAL NOTES 2 EXce✓�fiOn Gr�i [.S. -4. 1. All work shall be done in accordance with these plans, the City of 3 3 `A-C. /e/72-e/?f � 4'•.46 27 000 3_0- rSd•A9 • No. PO/ $,91�¢ S.F. Rancho Cucamonga Standards and the Standard Specifications for Public 4 4 "A•C. Rat-(erne/7l "A•8 137.5 sdc 1W Std DNo• 2O/ Works Construction - current edition. Contractor shall be familiar S D./ '4-C akVine 1 490er1a S,224 S.F .Std Dw • Ala. FV/ with and shall be responsible for adherance to these Standards and �• G o// / Cu/6 f ' Z� uf�er ,GIsT ei, dDw • No. 303 ' Specifications. • 7 C01931 Curb On/ i'ariab/e C.�' G"+�08' /70 L•,�c' Oer Sid A9&1 - No. 30/ 2. All pipelines or substructures of any kind, telephone or power poles. ef Cor/S . rb on/ B"e 42 L.0 er .4lcl Dui • No. 30/ water meters, valves, fire hydrants, etc. shown or not shown on these 9 Co// S endr Cross user /, 9`9S.f r Sfo! Oei • tib• ✓� plans within the right-of-way limits or in adjacent areas where /O ons . o/% Curb Z8 G.F r 9/c/ 0"/9- A/o. 9670 improvement work is to be done shall be removed, relocated or protected // Con9f �1/�der S�decua/,E• Drain / Ea. Std D AM. S07 , in place as required at do cost to the City of Rancho Cucamonga. �. ons ,cj 6 OutlC f / Ea. Sta! Dw Ab• 50& i /3 on9f Z:r¢" ,Pco��uoo� header /,/?S C.� 3. Any contractor performing, work on this project shall familiarize hits- self with the site and shall be solely responsible for any damage to /4 _&731461/ Street Z- /?/s (f/ S.P. Y) 5900 4 7 E8. 8/ E�1(130 6 existing facilities resulting directly or indirectly from his opera- /S Ser / Street Carrot Wood Tees• S Ea. per Std Dw . No. 602 - tions, whether or not such facilities are shown on these plans. AG NI noneffe SVreef Corrot Wood T eeS 1 &Zeno'&L 24 Ea. er Std. D No. 603 /5 , /7 Cor7sf e-,4.0 D,Ie /47 oer Std Du. . A& 3/3 - 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering /8 Const 4' Sideuvoa/k S,/90 8 IC per- Std Dov . Ala g 304 3/0 3 Department prior to any encroachment or construction within City of _ ¢ 65 .�� Rancho Cucamonga easement or right-of-way. /9 Const Hano'ic'8 �Pqn S 64. Per Std° 0 •No. 310 - ! /eEMO!/E �ZE.at./OOD H�AD��e- 4//c9 LF /,//< ZF S. All grade stakes shall be set by the Contractor or Engineer. Paving /NfT.4LL /e26 Off' SfeE6r?' L1411?" _ stakes shall be set at all hinge points, edge of pavement points © �p ��, 6 6A- _ within 0.01 foot of sub-grade elevation and at not more than SO foot � /i(/$T�LL, X26 �� fJ4atb POSE' Z ��}. 2 �A intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. b. All sewer, water, electric. gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction, trench backfill, comp pacting original ground and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prigr to the placement of base materials and/or surfacing. R. At the completion of paving, a materials rep rt shall be submitted to the City Engineer. Lising all tests or determinations completed to verify stability oil content and sieve analysis of asphalt surfacing. 9. Prior to installation of any paving, a materials report shall be submitted to the City Engineer.. Listing all tests or determinations completed to verify: R-Value, sieve analysis and sand equivalent of aggregate base. 10. When improvements are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the natio• F material. i11. if the asphalt concrete is to be placed on sub-grade, a soils sterilant I' registered by the E.P.A. for use under A.C. and P.C.C. shall be uniform)ty applied at the manufacturer's recommended rate for the full pavement width prior to paving. j 12. Estimate of quantities is provided by the Engineer only for the con- �, ventence of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed �.. in the estimate of quantities shall be considered as included in the other items of work. 13. Street signs per City of Rancho Cucamonga Standard !lumbers 401 and 402 • ` shall be constructed at each intersection. lis City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. . Upon request the required plan revisions shall be promptly submitted to C the City Engineer for approval. 13. Work site -and extdrior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon ti ► , .; �,' l ' • request of the inspector. �. 16. Contact all UtilityCompanies s required, 48 hours prior to excavation. Provided for your convenience are the following: A. San 'Gabriel Valley Municipal Water District 6onsfruc tion Noted Mr. Bob Stallings (213) 969-2718 for Base Line Road construction ' /�-Const 3 "�C pavement o✓�' {' Crr�3fled ,4.,� � S'lftf 17uJ9. Jl�6 ?d/. � D. General Telephone (800) 422-4132 Const C. movement 019±1• �"Cr'vshed "A.6. per Std Daig. No. 20/. s„ SMtt for underground service 30-Const O./'A C. avernent oyer-lay per Std Dung. No. ?0/. 0 ® Const Curb Gaffer /'�"c.P. - ,?+f per Std. D/v�q. No. 303. MI C. Southern California Gas Company (714) 529-2889 0-Const Curb only /B"e.f.) per std. Duly. No. 30/, r 2191 E. Birch Street Const Curb on/ oar•• C./' �"to 8') per Std• Palm No. 30/. Brea, CA 92621 (714) 529-7070 O r � p - ' O-Const Ro/%d Curb per Sto! D4vo No. 902. 1Pot b Sem 7). Cucamonga County Water District (714) 957-2591 ® COnst S,oandrel d CrOSS butter per Sts Dwq. No. 300, 9641 San Bernardino Road O- I/75fot// 5800 L, .AI, K Strcef Li9fif Eby Edison) Rancho Cucamonga, CA 91730 OO ConS>< 8"A•C. D;,ee per ,S hl owy. 3/3 E. Metropolitan Water District (714) 593-7474 gp P.O. Box 54153 Const Under Side ala/k Drain per Std. Dalq- No. Soy Los Angeles, CA 90054 Q Const Curb Dutlet per .4td Deus. No. 5O`• F. Pacific Telephone Company (714) 999-5639 ©-Con3t 4' S%deuvs/k per S1'r� Data No. 3/0 Set Land3Cepe /man) and Std• Dcvg Na 304. ' INDEX MAP S E sED MPiQo �•¢ TR. r�.ALLA - ,, , !� MEN sY A✓D f.1c/6•.� l , .SEI//3ID/V G�O/��l T[r� BY•� �'�S�.e/PT/ON OF ,eEliiSicN AAT6 APPev'L CITY OF RANCHO CUC A M O NG A • � , . ' . FoNrAN.9 c,Q 423.3 e�J �ss��soei STREET IMPROVEMENT PLAN ' _ oQ�OFESS/pNgl ti!Z 0 0 J q� Fye GENERAL NOTES, ESTIMATE OF QUANTITIES . o Na.36052 0 M - EXP.6.30.2000 E .>!c TRACT 12414 ` • • 9rF O P pTY ENGINEE s'�ZS�- O.E. NOL 23889 f CA1.� " DESIGN Lone ASSOCIOfeS RECOMMENDED COTIR c ttrm er ntracttsr agrees that in ac=t tt,t 81 0 with lcer►e*aih accepted ennstntction L.A. Ae N L practices,construction contractor%-ill be required to assume sole and complete responsibility for 902 W Ninth $fir@Qt job site conditions during the course of construction of the project,including safety of all persons �CoWd DRAWN Upland, CA 91796 SHEET and property: that this requirement shall he made to apply continuously and not he limited to normal corking hours,and construction contractor further agrees to defend,indemnify and hold Of�i�l' &19fi eft Z.A. 714 -991 - 5602 � OF 3 design professional harmless from any and all liability, real or alleged, in connection with the QandAxveyw CHECKED _l i zl R.C.E_ 20838 DRWG. NO. performance of work on this project,excepting liability arising from the sole negligence of design Vow professional. Ci JlY DATE 4'/Z-84 FILE Np, 83-32 863A } i I i I I } I t ' I I t t 1 i i 1 ; i i } . i , t . . I . I t. , i ; . i i s t /�/ �L i i .... . ... I t ! _ i _ ..._ .. __. _ . ... . . 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Q' BG.SS B 6i no "- qo S Uo %4 3 99 J oo' 3 9 99 5 v ,'c Uo so 0o N ' M -in h O' �i 79 -- - .J� �. v Nkc k o I % " h W " v m a ti 1 v %% `�� 20 o k 18 �` i (D 92 4 87 �kn .`� 86 991 • Vi o`� Cu/6 /QCtui n ^ L'urb �Petarn ' b 4 Curb Refurn i 1\% ,- I I I ��f.SlO/Y /Q JMPLEI�� Curb k1`fvr a h I p ") 0 ata v 2 V a t I M I oa to 19 h � a a3`>a L T K onto ,, , �� .� �R'�� 91 90 89 88 Curb furs Da/& h I I c� ACZ,9,ex9 Zsu�11VZ�e1�G' N< N ., v a 0 46 n h o,a \5 L = 9O M y - N " I W ��oi �e92.eY .qrE D • 90 1 ,►. `'� < o ,4 =90' %a d . 9o: h I �R �o L•4e.4/ D=B9 48 /? h L .e?.4/� + I � � G-4Z-`4/ L -Qt 4i I t, .. c o> �1 FO.vT.4tii3 e'•9 923 - T, e7 00 < C c 3 T=2X oo O 'k T= X700' 4 I� 4 4 T - .z6.9/' °�' , I I �D9� �ot� , moo R � _ _ U�� :r• 3� 1 � i SADDLEBACK PLACE 4 BEAR CREEK AVENUE �- _ Qp1OFESS/pNI 11 \ See Drw9. No 863 A Sheet 2�• 4 �O 9V y • See Drw9. No, 863-A Shee f 4 o/•4 $ 14 ��Q���r1D J �(t�`y� III) . _ Wy MIGNONETTE STREET Uj No.36062 orn � 4 _ �° I k . Q COMSTiQltCT/O.t/ NO7r'.S fait STREET TREWS , '6.30.20 * - 1. - �' > R # fid ure 'N. , J'J, F C/V 1 I JVOR E [Y/'f/G ST /%!PS Pfie Tip/5730 BY ALLARD ENG e�a�rr �j 9 1. 'Act srREET Tics 5Aw.4-&Ejo1ANT�D ,4mp sf, ee,o Accepeomme, To e"O,XODA ,95 4 e N RJ � pF 0��\� DESGRJPTioN of i?Ev/5�o�/S DATE 6, SPE«F1cAT/gM5, I1 )9F0X1"1r,'7DH,#"5CAPr,0ICT47r$, X10 .f7Xe. -rTA0c s�,044 �E 3v { � Construct?on Notes CALF R/�'�?►2 ^AA'7E0Wf1AW7aEc";2geof-77Wr7XUAIX/,fe105EW-TNT/ 7APE,r+EETl7> 7or,'EFAeE /2" /e /o• 6 /Z' ,� 9 ,L CITY OF RANCHO CUCAM0NGA of C"•U,ED6E aF 91AV,WAE.e 04 FAc�4,•*%OZL, ,AVLESS oTf/�curt& ,�MTsD 9' 9 8 /O � 1 .�-Const.• 3 "A.C. pavement ovrr s" Crushed A.D. sfd. Dw No.to/ / /00- �j -Const. 4 "A.C. pavement ove,., 4" Crushed �I.8. per Std Dwy. No. 201 Z. ' PR/OR7bTyECG�MM"CErN.vlpc,*aYPLAVriNG,ANA&Ratio^btsu/nRf4.rY/F ,t 7Z" - 2 - , �(�3�-Const. �J�A.C. pavement overlay per Std. Owg. No. 201 . ?,� �O¢ ., -5,PEPeW-r$9,4 L.O-X-,-W NtSh",--�rNEe./75�iivsP��•ANYvivUSU�LTdxlGirt % - f8 ' 4O. „--Const. Curb b Gutter (8"c.f. - 24" gutter) per Std. Dwg. No. 303. S PLAN AND PROFILE oAWrXIEY7'b40/C�tytsw,4YREGtaiW1,F Ae&,*71.t S014AME,D14M63, .aSD,er�,r�,WAb 5. -Const. Curb only (8"c.f. ) per Std. Dwg. No. 301 . ayrWC1r 1AISPEc7be- /s/°� aX t4 �6.1�-Const. Curb only (var. c.f. 6" to 8") per Std. Dwa. No. 301 . i5 E�S' 9 °U^d I - i1 -Const,. Po/%d Curb per Sfd.,Ow9 No. 902. MIGNONETTE STREET 3. Att ST.QEET7xFa ARE sr7�JEiTro?w..fo,FGnow Q!/D,4CCEPTANC'cc,M-1W- iE'!N O.SG� Le%�, _ G,•J'n, •b, o a g�--Const. Spandrel R Cross Gutter per Std. Dwg. No. 308. /� . DwiSio v. , s� ° y":�' - �/ 0,,,, , < -}•1 �':91-Insta// 5800 L. NP"S.0 BtrPef L,yh/ <6y Ed,'S0,�� ,AWA0,roe1",,e.By%00oEy0o� • 1 � •'� �•- d -- _ _ _ ,p�,� ___Const. 8" A.C. D"fie per 5Id Owy. /Vo.3/3 TRACT 12414 4; STREErMeW AC,r7b Af,^,4vs-FA6 , W,oriizicprp,�y�e�NrPL,ANS 0,41 : I \ 13 eXi9T .•. i ' r'" ' -,�' ` �Jr -E ,v'!'^ ,�)•- -Const. Under Sidewalk Drain per Std. Dwg. No. 507. 12,1---Const. Curb Outlet per Std. Dwg. No. 506. S, Aoo7GONr,eot-A*R-,eiEiesARE�', F,PeJI�E�tWl-ess oTi,,9r ,1%;r 0T,b-- ` I ~ 13 -Const 4' Sidewalk per Std. (hag. No. 310. See Cano�scap� P/ani CITY ENGINEERI 4k T.� R E. NO. 23889 / rrisr / I 4 wnd Std. Dw9. No. .304. STREET TREE liGExlb /¢ CoNS•r S' 6J/�EWaGK Pfe sTJ.5• 1*W4 A". /0'3 Design Lone Q$$pClQte$ Recommended SYMBof~ STR�a-r/vA .3o7'/►NJCAUCeMMCW,V4H--- Q SPAciNcs Si2E 4 �xisr �C�s "rG•:eed�ood heg r 15 RE'Mov� EJfrsi' ��weoD �1EAbE.e L.A. A A/ L Nto-No �-r6 GrvKGoB/toBA`F,or,�,�sou,vi-� �S �5'a.c. !S MIGNONETTE STREET-TYPICAL SECTION tb fvsTALL sT,eEET reEE PE,e s17eEET rx��NoT�s t{LE ND �°'N 902 w. Ninth Street Drawn Upland, CA 91786 Sheet 6T&PEr MAIDE,V#A1&rREE GAL. T. I. = 5.0 R = 68 NOT TO SCALE L. 714 - 981-5602 3 of 3 Checked 79- R.C.E.24838 Drwg. No. CITY Cate 4-1e- 94-File No. 83- 32 863A 83-32 I ES T1 MA TE OF 0UANTI TIES /TE'li! D `RIPTION QUAWITY UNIT REMARKS --- -- - GENERAL NOTES / C/earl n Excavation Gr�d�n L• S. C•S. 1. All work shall be done in accordance with these plans, the City of 3 .3 "A.C. Da, . No. 20/ Rancho Cucamonga Standards and the Standard Specifications for Public ¢. Cons / ezll,6 e 6u fer tl'6"c,l' E ZQ"9uffPrJ _ 5,030 CSfd. Dem At 0- J03 Works Construction - current edition. Contractor shall be familiar with and shall be responsible for adherance to these Standards and s Consf Curb on/ Drug �I/o. 30/ p Specifications. 6• Con f S' ano/re/ Cross offer 2. 926 S.F er 3fd. Ow9 t/o- 308 7 eo/J9f 1:)rive <I,�Proach a : le" 58U 4.,47 'Oer Sfd Dui . Alo. .305 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these 9. Consf Coco"/ De rPSSion / Ee. plant within the right-of-way limits or in adjacent areas where _ -. /o. CO/7s), Under S'ideUva/k Dain / Ea. Pr Sfd Ocuq. No. 507 improvement work is to be done shall be removed, relocated or protected //. Consf Rolled Cul-b _ 2e L,F. c5f No, 902 in place as required at no cost to the City of Rancho Cucamonga. /2. Zhjt,911 Street Z1ghfs (f/S.P, yJ SPOOL ,Qy Eos/son_ 3. Any contractor performing work on this project shall familiarize him- ____ self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- - -`-" -- - tions, whether or not such facilities are shown on these plans. i - 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of r Rancho Cucamonga easement or right-of-way. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points i within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer { as needed at warped or vertical curve areas. i 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. j 7. Compaction tests of embankment construction, trench backfill, com- I patting original ground and all sub-grades shall be performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prigr to the placement of base materials and/or surfacing. I 8. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to verify stability oil content and sieve analysis of asphalt surfacing. I 9. Prior to installation of any paving, a materials report shall be r submitted to the City Engineer. Listing all tests or determinations completed to verify: R-Value, sieve analysis and sand equivalent of i aggregate base. i Mignonette Street 10. When improvements are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks SEE TRACT IZ727 DWG ND. q53 N which protrude above the sub-grade and all voids or depressions shall Sage SAGE DRIVE Wildflower Court be filled with a fine grade material of a quality better than the native material. _ NOT A OT A See Sheet �� AR ART 3eAft 11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant c registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly Court > m applied at the manufacturer's recommended rate for the full pavement m width prior to paving. N ori c0i 12. Estimate of quantities is provided by the Engineer only for the con- i Tanglewood Tangiewaod Dr e e venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any I See --- Sheet 3 item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the Y 3+ other items of work. Court U m13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 0 shall be constructed at each intersection. () '0 0 14. City approval of plans does not relieve the developer from responsibility Avalon Street C/) for the correction of error and omission discovered during construction. -- Upon request the required plan revisions shall be promptly submitted to See Sheet -_� 2 Not to Scale the City Engineer for approval. i f 15. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be cleaned upon request of the inspector. i 16. Contact all Utility Companies as required, 48 hours prior to excavation. Provided for your convenience are the following: A. San Gabriel Valley Municipal Water District Mr. Bob Stallings (213) 969-2718 INDEXM A P for Base Line Road construction f B. General Telephone (800) 422-4132 for underground service C. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 f Brea, CA 92621 i i D. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road Rancho Cucamonga, CA 91730 E. Metropolitan Water District (714) 593-7474 P.O. Box 54153 Los Angeles, CA 90054 F. Pacific Telephone Company (714) 999-5639 Consfruc tion Notes Consf 3 ';j.C. pa Verne of over ,oma Srd. oWy 20/. Q ConSt. Curb -!e Gutter 4a C - 2dg�lhfer� Per.S`fd. Ding. No. 303. O3 -C017374Ca1-b pn/y r6_C-,r)Per Vd D&lg- No. 301. ® Coast OrlV_ A, ,orodch rnon- Con7`igUoelS Sldewa/k) ,oar Sfd 1)aV . No. 305 w =f6' Q-Consf SPandr�/ Cross gaffer /oer 3f�1�cu�q./I/o. 3G� ( ADDED SAGE DftNE CHANGED DRIYE AFPROACH 615185 Q CO/757' d Enof.Sfi-ee-f >��jaorary Pa vemer�f Per ' Sfd Dal 9. /Uo. 405. C I T Y DESCRIPTION OF REVISION DATE gPP'�/D Q-Cor>sf ,3arricade fuer .S�`d. Dal /Vo. 404. ® Consf Under Sidecuo/k Drain goer Sfd. Dza9. No. 507 CITY OF RANCHO CU C A M 0 NG A �-Consf Loc&/ Depression. /o In5/0/r SeooC y EdSTREET IMPROVEMENT PLAN 11 - Consf Rolled Curb per Std.i D&,9. No. 9 2. GENERAL NOTES, ESTIMATE OF QUANTITIES IO-REVISIONS RY ROYER ENGINEERING CO. PRIVATE STREETS 2950 AIRWAY AVEIYVE COSTA MESA CA. 92626 719-766 DOD8 TRACT 12414 i CITY ENGINEER rZf'gSr R.E. N 0. 23889 DES IGN RECOMMENDED Construction contractor agrees that in accordance with generally accepted constructionane a Associates L. A. 9 NIL practice.,construction contractor {ill be required to assume sole and complete re}ponsibilily for 902 W Ninth Street job site conditions during the course of construction of the project,including safety of all persons fCivii Eninert Z.A 714 - 981 - 5602 I�QlffoffllQ�ounell DRAWN Upland, CLQ 91786 SHEET and property: that this requirement shall he made to apple continuously and not be limited to normal ���orking hours,and construction contractor further agrees to defend, indenutif��and hold og - OF 4 design professional harmless from an\• and all liability, real or alleged, in connection with the &Land SufVeWfl CHECKED .Q, R.C.E_ ?4838 DRWG. 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