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Home My WebLink About1285 GENERAL NCITS 1. 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. The contractor shall be responsible for adherance to these standards and specifications. 2. All pipelines or substructures of any kind and telephone or power poles, water meters, valves, fire hydrants, etc. , shown or not shown on these plans within the right-of-way limits, or in adjacent areas where improvement work is to be done shall be removed or relocated as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for any damage to existing N'LY facilities resulting directly or indirectly from his operation, whether S'LY R/W or not such facilities are shown on these plans. R/W 66' 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering VARIES FROM VARIES FROM Department prior to any encroachment or construction within City of VARIES FROM 32' S 35' VARIES FROM Rancho Cucamonga easement or right-of-way 32' TO 29' -2' TO 0.5' W 5. All grade stakes shall be set by the contractor or engineer. Paving ..5' T O 4' � �/ � stakes shall be set at all hinge points, edge of pavement points within z 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. CURB a GUTTER z SITE E Q w Additional paving stakes may be required by City Engineer as needed at CURB 8 GUTTER y. - W > 2 : I MAX warped or vertical curve areas. - . 150 ��e > V , I'I 6. All sewer, water, electric, gas,phone or other utility laterals, mains, _ _ __ _ _ Q or crossings shall be constructed prior to paving. C—— — HIGHLAND AVENUE 7. Compaction tests of enbanlment construction, trench backfill, compacting EXIST. ROADWAY 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 A-- shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. TYPICAL CROSS SECTION 19th 8. At the completion of paving, a materials report shall be submitted to the V FROMSTA. 35+86.67 City � g Cit sneer listing all tests or determinations completed to verify stability oil content and gradation of asphalt paving. TO STA, 36+76.45 �v 9. Prior to installation of any paving, a materials report shall be submitted CC1 Z to the City Engineer listing all tests or determinations completed to Q W verify: R-value, sieve analysis, and sand equivalent of agrxegrate base. Y 10. When improvements are to be placed on native soil which consists of rocky S'LYN'LY VARIES FROM W J material, the sub-grade shall be prepared by removing all rocks which pro- trude above the sub-grade, and all voids or depressions shall be filled RAW 66' R/W 2' T 0 3' > J with a fine grained material of a quality better than the native material. 11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant VARIES FROM VARIES FROM VARIES FROM ARIES FROM Q registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly 4' TO 12' 29' TO 18' 35' TO 26' 0' TO 12' BASELINE ROAD applied at the manufacturer's recommended rate for the full pavement width I prior to paving. 12. Estimate of quantities is provided by the engineer only for the convenience of the developer. The contractor shall make his own determination of E.P. ' ' CURB B GUTTER i.50 % ?• / construction quantities before submitting; a bid. Any item of work required VICINITY / by these plans which is not specifically listed in the estimate of quantities = ' _ _ _ V I C I N I T Y M A P shall be considered as included in the other items of work. "�="' -- — — — —-->- T-- - 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 1102 `EXIST. ROADWAY shall be constructed at each intersection. 14. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. TYPICAL CROSS SECTION Upon request the required po q equ red plan revisions shall be promptly submitted to the City Engineer for approval. FROM STA, 36+76.45 15. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state throughout construction. Site shall be cleaned upon request TO STA, 40+10.70 of the inspector. 16. Contact all utility companies, as required, 48 hours prior to excavation. 17. The final or surface layer of asphaltic concrete roadway pavement shall not be placed until all utilities and utility laterals within the roadway have been completed; all on-site improvements, including all grading have been completed; and all unacceptable parkway and roadway improvements are removed and replaced to the satisfaction of the City Engineer. 18. Paving shall be performed in accordance with R-value and pavement tests taken to determine structural sections. AN ENCROACHMENT PERMIT FROM CAL-TRANS WILL BE REQUIRED FOR THIS PROJECT. DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA TITLE PAGE HIGHLAND AVENUE APPROVED BY DATE CITY ENGINEER RCE NO. 22397 DESIGN ANACAL ENGINEERING CO. RECOMMENDED RWJ P.O. BOX 3668 SHEET DRAWN RWJ ANAHEIM, CALIF. 92803 I of 3 CHECKED RCE No. 34857 DRAWING NO. EXP. 9130191 TK DATE File No. E - i &#VRELEVATJONV TRAW770815% TO E0% _ - - Z 7 2 - - _ - - - o �� : - - -: _ _. EA it - _ - Fur "'Of, CFICLRE: _ ,z t Oda y ;. 004 Ago f 5 owo A - - - - Pbl - - - - " u mini avow 0,10 omens aK OWN _ _ _ boom- - - ___7 _l$ __ _.v.�L if LJ w000l ---. - 4. POW 4• Fill PROFILE SCALE _ Z. i"a20. _ HORI _ T. r w.2' .. VER _ 36 37 I 22' ' 38 39 40 41 �. 31 u 3 1 2 . I 4 2 177 ...�- •- �- �FUTURE' CURB 8 GUTTER 4 -•-.:� � ` — — p R/W co EP c� f M s t��.I 0 - t. +0 _ W _ > 1�: ell td r---- - .................. _ R I _ 2 2 I ` a' NOTE; - `2 . 1 3 Z ��+ 7� F� °AETAVMX HIGVI Is RR R1W 40 DESCRIPTION OF REVISION DATE APPR. HIGHLAND AVENUE � CITY OF RANCHO CUCAMONGA PLAN a PROFILE ` ' k f HIGHLANDAVENUE • Fi CONSTRUCTION NOTES QUANTITY ESTIMATE ( PLAN A —coNST. A.C. oN A.B. _ 25,710 S.F. APPROVED 8 Y DATE 2 CONST. CURB 8 GUTTER PER CITY STD. NO. 303 _ 513 LF. @—CONST. TYPE 'A' HEADWALL PER CALTRANS STD. D-90..—. _ 2 EA, CITY ENGINEER RCS -fib,' 22387 4 JOIN 8 EXTEND EXIST. DOUBLE 24 CMP CULVERT_ _ 47 LF. 5�_REMOVE EXIST HEADWALL _ 2 EA. DESIGN RECOMMENDED G REMOVE EXIST PAVEMENT _ R,043 SFS . ANACAL ENGINEERING CO. 7 CONST. SIDEWALK PER CITY STDS. NO. 304 8�3N - - -223 S.F. - Rw� P.O. 80X 3668 BENCH MARK N4.97 M DRAWN SH ANAHEIM, CALIF. 92803 �T CHI Z. Er N.E. COR. CULVERT HEADWALL AT 22 77 A71 - N.W. COR. HAVEN AND 19th • � �� 4F = Elovotloo 1430.888 0/11!1 CHECKED pRAW TK DATE Fill* too... i i /00' VC SUPERELEVAT/ON TRANS/TION 1,5% TO 2.0% • 1 (� N W N � N CD 0 co r� �6 �' m + o, i O �r O a = N N N (0 m O of et 100` VC SUPFRFL EVATION A.d90 b � N hof °� c � ' CC)lz� co M m N'LY TOP OF CURB b N iw O �N W b • , �— N'LY TOP OF CURBa "'� `r a SUP1RF_LEVATION = 2.0% l b a` b d M fi a R = 0.67 Io �- �� N I + I b!� t1 e M 497 � f 497 v — /� /00' VC PI-497.9/ CD OD8 6 _ tR� too, vc �►- NATURAL GROUND AT E.P. CENTERLINE O m m w b N to N td ao a i i` 0 a* a" "� O O a * n -� R naj a�j• M -�`— f N Now 01 \ M b tCO4 '� M � ✓ /00' VC a i497 V N r a M 8.0.63% 497 SUPERE L EVATION TRAN'Si 770N 1,.,11 7:c 2.O`y � b � b { + , to 90 NATURAL GROUND AT CENTER L/NE N a, a b °o* o /00' VC kd bo ^ '? a w a a a t� �o v I ca a b cbo 'o w I v ° R.0,68% a IZ a �i 497 497 t toS`LY 'TOP OF CUR8 { %d v m m v / • M SUPERELEVATIO.V : 45'K •✓ SUPEI4ELEVAT/ON r 2.09b ' i�R=f•9 � �/ �� `~ \ ` r� PROFILE SCALE HORIZ. I"=20' NATURAL GROUND AT CUR51 VERT. I"=2' t 138 39 40 7 22' 22' 41 ar 36 3 w m �\6\ a�c�i > i` 3 c� > i I � � w p.• o ' N W Q \ �l m w ZO I D� Cit + in > h- 2 �� ti r) W N _� r- CD � N tD O — m x 2 «im -- nLd U) 0 co w Z R 1W R/W O O -- - -- It R/W _ _ 0 Ir O Ix• Ilk Q: I• Ck v� I I,1 ISI W W N 37 3t li 1 39 _ � — - - w CL - _ mu p c� ,5�` 22F� O "' I z / �� \� g I'j I'I `ago / / _ ——�� `D 2 f . o_ — - 11i - -- �` — x v N LLI cr M G1 7 / \\ X CL tK s 4j4 7 C5 ell s u Z o aUd ti i o o R/W NOTE: 7tK w o !� INTERSECTION STATION OF FUTURE LEMON AVENUE/W 8 HIGHLAND AVENUE IS APPROXIMATE �p 0 ar O O W X N a0 co > _ 14 U c0 W m N C7 �+ i m D 3I 0 W 0 } v v m DESCRIPTION OF REVISION DATE APPR. �� } z > HIGHLAND AVENUE CITY OF RANCHO CUCAMONGA w U) { N PLAN 8r PROFILE X 0�1 w N Z s ~ ZAVENUEHIGHLAND co U + Q 0 � CONSTRUCTION NOTES & QUANTITY ESTIMATE . ( PLAN B 1 CONST. A.C. ON A.B._ _30,776 S.F. APPROVED BY DATE 2 ONST, CURB 8 GUTTER PER CITY STD. NO 303 _ 513 L.F. 33 CONST. TYPE 'A' HEADWALL PER CALTRANS STD. D-90 _ _ 2 EA. CITY ENGINEER_ RCE X10. 223974 4 OIN 8 EXTEND EXIST. DOUBLE 24" CMP CULVERT_ _. 47 L.F. &5 —REMOVE EXIST. HEADWALL 2 EA. DESIGN 6 REMOVE EXIST. PAVEMENT ,_ 17,043 S.F, ANACAL ENGINEERING CO. RECOMMENDED 7 CONST. SIDEWALK PER CITY STDS. NO. 304 8 311 _ 223 S.F. RWJ P.O. BOX 3668 BENCH MARK N0.97 2/1 DRAWN ANAHEIM, CALIF. 92803 SHEET CHIZ. "O" N.E. COR. CULVERT HEADWALL AT ---RWJ 3 OF - 3 N.W. COR. HAVEN AND 19thRCE No. 3485 DRAWING N0. Elevation 1430.888 CHECKED EXP. 9/30/91 // Q TK DATE File No.