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HomeMy WebLinkAbout1075 J RACT 13062 i Quantities noted are provided by the Engineer for bonding purposes only. All Contractors are hereby notified to provide their own quantity deter- STRE T I-M-PROV M NT P AXS and a bid based on a complete job in conformance with the approved plans and all governing agencies' requirements. CONSTRUCTION NOTES AND GENERAL NOTES ESTIMATE OF OUANTITIES 1. All Work shall be done is accordance with these plane, tate City of Rancho Cucamonga QConstruct Curb 6 Gutter per Cal-Trans Std. NS-A (Type A2-8) dEs IF te Standards and the Standard Specifications for Public Works Construction - current 12\ Construct Sidewalk per Std. 311 ttoo SF edition. Contractor shall be familiar with and shall be responsible for adherence '� 3O Construct Handicap Ramp per Detail "A" on SReet 2 tto SF to these Standards and Specifications. z 1 3,11 Are 2. All pipelines or substructures of any kind, telephone or power poles, mister peters, `. �►1riEs 4O Construct P.C.C.CssGutt�r i spandrel per Detail "B" an Sheet 2 /�� SF valves, fire hydrants, etc., shown or nat shown on these plans within the right-of- t way limits or adjacent areas where improvement work is to be done shall be removed, OS .Construct 8" A.C. Belvl per Std. 313 IF relocated or protected in place as required at no cost to the City of Rancho Cuca- Install 4" A.C. Over 14.4 Class II Base ®trw sp3n!!�SF monga. / / ��' � / J7&. ��� 0 Relocate Existing Power Pole (By Others) ! EA 3. Any contractor performing Work on this project shall familiarise himself with the A.f , CvA,eiES r�ir,�s site and shall be solely responsible for any damage to existing facilities result- _ Av ® Relocate Existing Street Guide Sign / FA ing directly or indirectly from his operations, whether or not such facilities are _ - -� _- 0 Relocate Exist Stop ahead Sign / FA shown on these plans. Z EXisT. Ae -jel-f - _s�-ExidT. Gd6. p 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department G �- ®► Adjust Gas Valve to Grade / FA prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. Remove Existing P.C.C. Driveway �To SF 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall m7VAWleW SECT -A '/ /ON-A11AIZ 7ZW / cS'T. © Remove Existing A.C. barn 71AI LF be set at all hinge points, edge of pavement points within 0.01 foot of sub-grade Install Variable 7;iw*lrexm #e' Ovrr ' ® dJS #yt TONS elevation and at not more than 50 foot intervals. Additional paving stakes may be A7MI-7 TSTA /7f00 TO %T7,4 //000 � lD� ��"� required by City Engineer as needed at warped or vertical curve areas. .e- r8 rsS - -A- Construct Catch Basin No. 1 per Std. 502 --- ---i+#- 6. All sewer, water, electric, gas, phone or other utility laterals, mains, or Install 24" i R.C.P. (!MO 9) crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction, trench backfill, compacting original � -& Construct Local Depression per Std. 518 I�'_ I4-- sp- ground and all sub-grades shall be performed at no cost to the City of Rancho - -- - -4- Cucamonga. --+------- ----- --- -- -------•-- - --- - 2 �� „ _ ____ _-- -_� .._- - �� -4: Construct Manhole A per Std. 510 Cucamonga. A written report with these compaction tests shall be submitted to the � �4:� --�..r,r_�,..- -�-' tom' � t HA City Engineer for approval prior to the placement of base materials and/or surfacing. GlA& Construct VAnhole "B" per ltd. 511 8. At the completion of paving, a materials report shall be submitted to the City - iES i Engineer listing all tests or determinations completed to verify stability, oil I .r7�c -®r Repair Trench per Std. 312 e.6 content, and gradation of asphalt paving. ���� �' i ` ( Adjust Storm Drain Manhole to Grade __ j 9. Prior to installation of any paving, a materials report shall be submitted to the = _ _ ®► Remove Existing Sidewalk SF City Engineer listing all tests or determinations completed to verify sieve analysis t :; - I and sand equivalent of aggregate base. �� =� �- ®► Remove Existing Curb and Gutter LF 10. Paving shall be performed in accordance with A-Value and pavement tests taken to ,oeo e le determine structural sections (prior to final plan approval) . �Ex�sr 9� ✓r�r-� o� Remove Existing Concrete Headwall LUMP SUM 11. When improvements are to be placed on native soil which consists'of a rocky material, _ _ ®4► Remove Existing Blockwall /S LF the sub-grade shall be prepared by removing all rocks which protrude above the sub- TYPICAL SECTION - NINETEENTH STREET Remove Feinting Concrete Channel Wall Lump Sum grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native material. FROM STA. 14+50 TO STA. 18.17.48 Remove Existing 36" C.K.P. SES IF 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant registered R:28 T.1.AkS Remove Existing Concrete Channel Floor /ere SF 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. Rive Existing 5' Chain Link Fence Ao LF 13. Estimate of quantities is provided by the Engineer only for the convenience of the A developer, the contractor shall sake his own determination of construction quanti- 19 Construct Concrete Channel Wall per Section an Sheet 3 LF ties before submitting a bid. Any item of work required by these plans which is ®. Construct Headwall per Section B-B and Section C-C on Sheet 3 /.t LF not specifically listed in the estimate of quantities shall be considered as in- i Construct Concrete Collar per Detail on Sheet 3 / EA eluded in the other items of work. 14. Street signs per City of Rancho Cucamonga Standard Number 401 and 402 shall be con- ®► Install 36" R.C.P. (1750-D) se LF structed at each intersection. _ 15. Cit approval of plans does not relieve the developer from responsibility for the �P .ir Jt'__ Install Chain Link Fence per Caltrans Std. R 11-7 (height City PP P P sP y - - . ..- -- - - --�-- - -- ----- -- f- /r - 41 - 1111) LF correction correction of error and omission discovered during construction. Upon request the �s +- -- -- �a __-__- -� required plan revisions shall be promptly submitted to the City Engineer for I eA,'e�' t o✓E��Ay ®► Relocate Existing Irrigation System as needed LUMP SUN approval. , I rN�i 'r7Exisr 7V eos0A � Replace Existing Landscaping as Directed in Field LUMP SUM 16. 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 -- �' T r�"'� Construct Concrete Channel Floor (6" Thick with 6" a 6" - _ s'' _ t t t , 17. Contact all utility companies as required 48 hours prior to excavation. , -- - - _ � = _� �I _ W 14 % W 14 WWM iS SF 18. Provided for the contractor's convenience are the following: �JJ �ba ) a. San Gabriel Valley Municipal Water District 213-969-2718 a Remove existing A.C. Pavement -e- _ S.F b. General Telephone 800-422-4132 ex/,r 7' 4 r P✓Hr ExIsr .9c. P✓M7 ® Concrete Sockfill per Cel- Trans LUMP SUM c. Southern California Gas Company 714-529-2889 or 714-529-7070 _ d. Cucamonga County Water District 714-987-2591 TYPICAL SECTION - NINETEENTH STREET Install 9500 lumen RPS.V. Street Light 3 EA e. Metropolitan Water District 714-593-7474 f. Pacific Telephone Company 714-999-5639 FROM STA. /C-r *VT TO STA. 0 i ® Construct 6" thick Concrete Charnel Floor 60 SF 19. Encroachment permit is required from Cal-Trans prior to doing any Work within the R•28 T.I.:a.S State right-of-way. 20. All work within the highway right-of-way shall be to State Standards. 21. Structural section indicated for highway is for estimating only. Actual section to be determined after grading and appropriate lab tests. A T.I. of 8.5 should be INDEX • used in the design of the highway lane section. A T.I. of 6.0 could be used in the SHEET I - Title Sheet shoulder area. 22. Luminaire should be mounted at a height of 30 feet. SHEET 2 - Nineteenth Street Improvement Plan 23. If cut off type luminaires are not available, a glare shield shall be provided. 24. Lighting installation shall conform to the State Standard Plans and Specifications, SHEET 3 - Nineteenth Street Drainage Structure dated July, 1984. 25. All work shall be done at no cost to the State and any damaged facility shall be SHEET 4 - Nineteenth Street Storm Drain Plan replaced in kind. SHEET 5 - Nineteenth Street Stnping Plan 26. Electrical failities shall be inspected and approved by Cal-Trans before contractor is released of his responsibility. I / I 27. Handicap raisps on Nineteenth to be constructed per Cal-Trans Standard N8-E. 28. All storm drain pipe bedding shall be per City of Rancho Cucamonga Standard Drawer QI HIGHLAND AVENtE ing No. 513, Case I. 29. All-pipe lengths are horizontal projections (not true lengths of .pipe) . The con- I ® ,QEyisEo s>�,e,� o,P,9iy �si�.� Moy6O Sat tractor shall determine true length of pipe. Q 3.0. QUrS�iVT/T/E�E`ic/OT�S' T27 5'.f��ET �OF.S �-f1- 7 Q .eE✓/EEO G�E-S/GN //Yi�/ilTf 9C. .PEn10vi➢tS rb /wsr.�rac erC' ovE.��sy z is-�' 2-23-87 �-I 13062 0 tRAC EGt SITE DESCRIPTION OF REVISION DA TE APPRO VED WOJ ' ` ANNETEENTH STREET CITY OF RANCHO CUCAMONGA . f _ 66 /��. TRACT 13� Q iW I ��v � E sd�t►l e�G'1 ;W o >> ,` TI TLE SHEET k Q No. 29224 � TRACT 13062 VICINITY MAP .�-?lE Cil0.CAt��°,I'Qj��',, APPROVED BY EXE RR,4rio/VDATE �ij �/ Es ' V CITY ENGINE R.GE. No. 23889 DESIGN DE ISH, GUERRA 8 ASSOCIATES, InC. RECOMMEN ED Jerry CIVIL ENGINEERS C6 Eewin n4-- 8331 Utica Avenue Suite 130 DRAWN SHEET onclro Cucamonpo, 91730 987-4306 Jlrry OF CHECKED :2410C DRAWING NG. pie/ E. Gue o Date 10750* city E anon Date 3-31-87 RCE 29224 86-012 r- :s4 e' .-.s'OF sa BENCHMARK * '/ /� h / /s 14 N V K. BENCHMARK 0 < < i ; "µ I .; 7 Y _. E N 41 1 48 ELEVATION 1493.883 . .w'.,.�..,... t a 4­7�­ t a 't""'. a "..w.`".T"'. < p .."I'"."a'_.. i`•- _-,.z.... ,..�. ...j...., {,7 z a t - - I . , , _; , : : : t . . t < - a , Ch/se/ed box N.W.C. concrete drivew of SE.C. : I I I . I . � � T - i t : , : e` " q or,. . R POS�D TbP t11 Olc' • ' . - i I . �: ! Nineteen � oY v % a Nineteenth Street and Amethyst Avenue . 32' NORTH F g v E � ` ,� M ,� v { I ! w q 4 ) p a c , p A V I 'It 1 �� I �� �$l � Q1i \ b . . I 11 -- i V �( \ Q w Ili *. - Q�• k �� IF' 1 0 ! 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I i % V � tt � t � � Z �4 �� �� k�ti '� . tf oo W � � o� e� , � t � �Z�s �+� 4 ti N �� � 0 a W � l lv � � ; , - k 0 g�_% \ k W 4 t! � W W % A � is � % \ ., .k x V1, I � 4 �� 0 I I I k k% N . , � 40.9. y I �� s « ; /�� / W 1 �', 1t q V O ��4 A ` 1 C 40 = EXIST. IMS �� _ Q % 5 h A ` R x P t PER DWG. N° 241 , ; t 6 ` i / ` / 4 ? « S h e t3\ th ti l• h W b 641,904 3 t % I i s e. -- .--- - r -- :: _ 2 - - ll f — - -- - --- - - — - - - — i 4 ° EXIST. AC. 1k �><1� �_ — _ - a- . �—- -, -t - �-- - - - - . - --- BERM M 6 6 -' fi- — - - U _ - "e - t • �� y \ — — — Q _rN � 11 0161 ov cAy k EXrs1` 6It GAS , r it _� .. ,Ex. cevwA/ 6 r. SEE SHEET 3 foto 41AiE �Z ,3 ' ^ f �• +it t ti i. b tib ` .' E c//vF b - ..._ .._ ._..- } r " - ---�� rl rY ra _ r4 r? - 11 e r6 ft rs t _._ Y r •---r —-— I _ - — - - - F �c ,�. v..F'' -i5'--_. T \ EXIST. E.P. j, �0 \I I�i - - EXiST. 16�e WATER -INE Q • W, ~ 16 _� W % M.— /I " _ t W r/ �.r -- +i+`r � r� �'j k . Q j, �- -11 / 1 ? —... A• J ... �_ ° --- 1 -t..--1 / __ ttww Z•r v, h EXIST. IMPROVEMENTS It \ �( I( V � . f ,. AROP. CURB 4 GUTTER PER TR. 9260 9 1 II II 0 1 PER DWG. N 1010 g J �p `J?11,6 1 1 � Tr'?A�T Soo��f I I 9280' - . 5 °� P , PROP. TRACT 13066 MB I E I I 1 130144 - 46 JE�6 1 II it b64.c_r 1WNETL�ENTH STREET (Stote Route 30� P� KL USMAN G• �fI,�E S AVENUE ePE✓/Se,,O OES/Gil/ TO EG/MiNi9TE /➢C. PEMOI/�9CS p.o� I S P Q 6 ra 111vaI 4Gc ,*Al ov.�,erAy le-i6-B7 Z-Z3-87 `q tJ . 4111l, DESCRIPTION OF REVISION DA TE APPROVED ` CONSTRUCTION NOTES TPyFF/C COI/T�O� cS/i'S'LL BE ,��0✓,oEo eY — Cl T Y OF RANCHO CUCAMONGA W �.VT,C-9CTO.e /✓t/ .rCC'CW0.9/✓c'E iV/Tem C.•ILT.Q.9NS CO/YSTPdCT CU�Pa 6 GUTTE-P PEP C/lL'T.r/fi4tS' d7A. NC-/I�TY �!t-d� `v M.4/N!/�9L OF- )7CAFi�•-/C CO/l/T.QO L Fp e I COAk TMeaCT S/OE"6f-',C PE.P STO. ..?// -- . `I k. C0A-' DUCT/OeN & Mme!/N /_*A10E' 4YO,C,e IOit iS et(S'TPUC7' //i9NO•C'� ,e.9l PER CAL-rA*,*NJ JIM. NC-4r - z ( 14 V 4 00A/STePdCT Rt-o CoOl Gll77EeQ ,d 6',' h-,Ml•Z PE,P OE•Ti9L ..,&" l s z- .+es .,.o.�.eOv�O .e✓ c.9�T.e,9/vrJ- 5 COAAS7TFeICT B" .9e, BEQ/y �-E,e ,57D .?i3 PLAN AND PROFILE y 1 IIS - 6 /NaS'TALL •1' A_C 04E.e 144*cz-fmr l7- ,&.DkfE —I,, ' ` U7 —,eELOL/9TE EX/a'T/N6 e�wE,P POLE,`BY O TNE•EW),e7V JW ,#V,*l VA10Lr)rGA'UAV) a a ti� B ,1OCATE .EXIST/NB ciT.PEFT Ql//OE GA/ I NINETEENTH STREET y� b� � \ 9 .eELOC.QTE E.r/ST/N!s d7bP ili5/.E790 cS/GN S/' moi' /O AD✓UST GAIT ✓'v4*1 - M C,,e�90fE i/ ,Pel'-Vl EXAS'T/•�/6 Pl'C O,Pi✓EAv�9Y =' I _- __ 2 ,PES-10✓E .1l'/A/6 —Ve eBE•P�`f - /'ROP. 6'/OEWALK Eif MT. J MG13 C ySOp LU,4'lEN //.--S.✓,�,T TEET©L,VArC ? Z 'd-70,00,00" ,1,.s00• TP. CT 13062 _ __ t=SI A& T=.3s.ao Iter p, Y�I tt �(. i - I .,.r.i - — r < '� ��'e . Ai�PROVED BY: DATE 3 pt .: :'I ! �1 �R �41_ -_ CITY ENGINEERPIRES 12/31/89 If 1 sE-E �sra. .IRx _ .1/ AW �, E.�A R.C.E. 23389 `� \1411! �` �E'1�ty DERBISH, GUERRA $ ASSOCIATES_ �cJ +,f �j \ . - . % Jerr CIVIL ENGINEERS CG . • . t No. 2922 -. : ; ars __ . . • • . . . • . . - � ` 124 EAST STREET SUITE 12 DRAWN: NTARIO,CALIF. 91764 (714)983-2739 SHEET ' S J �, Jerry Z OF—5_ 0 SIDEWALK TRANSITION DETAIL rq c'yl` �` ,, _ E y. by of CA If tll CHECKED: ADRWG. Cl ����tltt D niet erre a ri . ai . I city 29 4 O R a 22 - Expiration r t'on Date 3-31-8+' C.E N 75 1 I -za nT,= . _ PI 86-012 I t CONSTRUCTION NOTES 10 Construct Curb & Gutter per Cal-Trans Std. N8-A (Type A2-8) O2 Construct Sidewalk per Std. 311 1 Remove Existing Sidewalk Remove Existing Curb and Gutter Remove Existing Concrete Headwall 2S& Remove Existing Blockwall © Remove Existing Concrete Channel Wall I& Remove Existing 36" C.M.P. , ' ®► Remove Existing Concrete Channel Floor Remove Existing 5' Chain Link Fence Construct Concrete Channel Wall per Section on Sheet 3 t ` ®► Construct Headwall per Section B-B and Section C-C on Sheet 3 Construct Concrete Collar per Detail on Sheet 3 i \ �� tEME'`�� ®► Install 36" R.C.P. (1750-D) with Concrete Backfill per CALTRANS '1 ' ,eE/^/fie G� 'dew ®► Install Chain Link Fence per Caltrans Std. B 11-7 (height = 1 \` /N CpNG 41 _ We) 1 7 M Relocate Existing Irrigation System as Deeded ' /sTE�� ''� ®► Replace Existing Landscaping as Directed in Field Ve /�: EA✓C 04 ASC eEINTO /!LG //f 0� �e CONCPETE �i9CCF/LL �E'iC C.IL TC.INcS C nN/y/✓EL 10 CbM67-k- V7- M0VC.CE7-E C,'%41iv/VEL FL002 l4" 7�Y/C.C) �E�P✓/Ods �ICR'F/LL /'s11T - C /AL CONT/NUOG(S' EEiV/NO SEE SECTION 8-8 AND CHANNEL MALL MOSS SECTION FOR C//•lN.VEL 1✓/9cG 1 TYPE OF REINFORCEMENT REQUIRED t t It- .•=I_ „j_ -----EQ"___._ ,�f-_---- -�!!"-- ..._ _ 1 ` ONE C4WIe FOOT AWAY YOGIS' + ,I ( , �iyl'SCF/LL M.ITE.P//1L /N i! , sEcel 4 r r/Eo IMdr//fio \� /to' 6rEEL w•PE Y*' MES.! CLOT/V fb.PT/O/V OF "' i !'MP F/.CMLY TO BilC,t' 9Y •{ I ' .' 4f J C.IS`T /.C6vV P/PE ' 0.e.) 4.3 ETA/t '�4" - WEST WALL CONNECTION � \ SCALE Ind I/ d e �\ i / / EX/cST. COMIC 1 t Q � 1 I , I til ' (C WEEP HOLE DETAIL t ? CNAN/VEG + i to / fyv e„ rai -- -IF* ClAyr/f oVAP TIES EZoe& W/1LL �TTOM OF KEY �- ' •�"+� tc. ��' I 1 r` * e�.e (-+�i "�a SEE cAL-TRANS Sm OMS D84 FOR DESIGN SECTION C- C �4OPOSED HEADWALL PROFILE NOTES FOR CHANNEL WALL BELOW IN ey , 'I EX/ST. �!l'o"'f C'•/!'P. \ �+ \ X �Qj• HORIZ. ! =3 VERT I`�=3 Z. . j I Q.9,CS AT019' MfL4 to owl, �� EQ TAIL 'C' s� er.9es — .r.r __j �TECT Exiar. LA�AP�MS v � CORNER STEEL DETAIL CONCRETE COLLAR FOR 36 R.C.P. TO 36 C.M.P. //„ ,o,�,,c.F ' ` . . -0 � SEE DETAIL A SEE DETAIL B SCALE l"=2' A y b ,�,t- � h W Quo c � Is"mss � I \ y V ti 04 ti Mw ; 95 `TLr�GV'C&MW AWOF/L E QEE 1�lELrP ABLE i _ I P- 2•. �/N � � —� A•� ¢� ���LOWL/NE /g'POF/LE AE'TA/L Y1C0{/E w, r- NO g � •��� .�\� 33 .PE/"lU✓i9GcS � CCS. 1 � ` , FOLO L/NE /N CN.�NNFLC ✓:7/':'L T,'GLt' iyf?F ' 04 �'r'� J t .snJNFf/dE / tf PER/�iTTEO s r%rrli/V .OJe'9/Jt/i9liE 93 I 111 I COT7bM Q� L1JJrd �iR7LE ^ -- —� � ���\ E.S:i T. P(/•c�G/C .P/W ONL Y. 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N O 2.3889 IAIlT.9[L J -/8 -VACAl � ;y DESIGN _ , 6UERRA Q ASSOCIATES,�C. RECOMMENDED DE ISH Ne. 29224 x; Jerry CAVIL ENGINEERS 8331 Utica Avenue Suite 190 DRAWN SHEET er ,. ♦ Ra a Cueamongo, Co. 30 987-4306 �1 ,Awry 5 of OF lot lOott�`' CHECKEDaL DRAWING N0. Daniel E_Gu ra /D City Ex !ration Date 3-31-87 R.C.E. No 29224 ` 7� _ - - - 86-012