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HomeMy WebLinkAbout902R %W S 30 12' 18' 18' 12' 15' 4' 7.5' 9' 9' 7.5' 4' 0.5' i 0.29 0.17 0.29' LEVEL LINE 4 CINC. SIDEWALK 1 3" A.C. OVER 4" A.B. P S" CURB GUTTER PALO ALTO STREET FROM 5+83.42 TO 10 +74.61 TYPICAL SECTIONIWM_ NO SCALE T1=5 R=50 4O' DED_ICATION FOR "ERGENCY 4 SECONDARY ACCESS rUTURE 20, 20, FUTURE N' LY W, LY 5' LY 4 ELY RIW3Q, 30, R/IN 4' 13' 1 i3' 4' I _ I CONC. 'V" DITCH 5EE GRADING PLAN C �e 3" A.C. OVER 4" A.B. 6 REDWOOD HEADER PALO ALTO STREET FROM 3 + t0 TO 5 +83.42 TEAK WAY FRO M 15 + 32.46 TO 16 + 81.46 TYPICAL SECTION_ NO SCALE FOR TYPICAL SECTION FOR TURNER AVENUE SEE PLAN NO. 326 TI= 5 R= 50 0 ioi 6" rn FINISH GRADE : in '' � '•L J � . L _ j: sir.-�i . • CONCRETE FGOTING ZP• MIN" .W MIN. MAILBOX POST SHALL BE OF TREATED REDWOOD OR METAL ii MAIL BOX NO SCALE PALO ALTO STREET TURNER AVENUE TO TEAK WAY TEAK WAY PALO ALTO STREET TO 140' E ELINF I AVE. O1 CONST. 3" A.C. ON 4" A.B. _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ 26,883 S.F. 0 a a L. F. � CONST. CROSS GUTTER, SPANDREL, 4 CURB RETURNS, X=3' _ _ _ _ _ _ - - _ _ _ _ _ 1,097 S.F. PALO ALTO ST ® CONST. SIDEWALK PER CITY STD. 310 _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. SITE S.F. 0 CONST. 6" TIIICK RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. 305, _ _ _ _ ,it S.F. IV -1611 X=3' 4 lu © CONST. REDWOOD HEADER PER DETAIL ON SHEET 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 791 L.F. H CONST . A.C. FEARIER FOR 94OOrIN JOIN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 180 S.F. CHURCH INSTALL STREET TREE PER CITY STD. 604 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STREET EA A INSTALL STREET LIGHT'S (S800L) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 EA ©U INSTALL STREET NAME SIGN PER STD. 401a $ 401b _ _ _ _ _ _ _ _ _ _ _ _ _ _ da EA 11 INSTALL MAIL BOXES PER DETAIL THIS SHEET _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t z w = 432 go o Z W EA ® CONST. CURB OUTLET PER DETAIL ON 5 HT. 3 _ _ _ _ _ _ _ _ _ _ 1 <' 15 U 1 F 16 INSTALL TYPE "N" MARKER WITH W 57 SIGN _ _ _ __�_�� _ _ _ _ _ _ _ o! EA. ©7 INSTALLW3SIGH ONPOST 2EA. a FOOTHILL INSTALL TEMPORARY 6' HIGH CHAIN LINK FENCE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BLVD. LF. 19 IN5TALL TYPE "L" MARKER5 W / r1-81 S1GN PER STI). W. 402 T_ EA FOR CONST. QUANTITIES FOR TURNER AVENUE SEE PLAN NO. 326 VICINITY MAP LNNO SCALE SOUTH 0 11 GENERAL NOTES 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. Contractor shall be familiar with and Tull 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. 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 nocostto the City of Rancho Cucamonga. 3. Any contractor performing "cork 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. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Uepnrtment prior to any encroachment or construction within City of 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 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 approva•1 prior 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 Gradation of asphalt Paving 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 orf' 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 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 uniformiy 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 forthe 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. 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 all 11t1lity Companies as required, 48 hours prior to excavation. Provided for your convenience are the following: A. General Telephone (800) 422-4132 for underground service B. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 C. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road Rancho Cucamonga, CA 91730 D. Pacific Telephone Company (7I4) 999-5639 t f 451 CONSTRUCTION NOTES QUANTITIES O1 CONST. 3" A.C. ON 4" A.B. _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ 26,883 S.F. 0 CONST. 8" CURB & GUTTER PER CITY STD. 303 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 919 L. F. O3 CONST. CROSS GUTTER, SPANDREL, 4 CURB RETURNS, X=3' _ _ _ _ _ _ - - _ _ _ _ _ 1,097 S.F. (CURB FACE VARIES 8" TO 20") PER CITY STD. 308 ® CONST. SIDEWALK PER CITY STD. 310 _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. 3,329 S.F. 0 CONST. 6" TIIICK RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. 305, _ _ _ _ 3,940 S.F. IV -1611 X=3' © CONST. REDWOOD HEADER PER DETAIL ON SHEET 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 791 L.F. O7 CONST . A.C. FEARIER FOR 94OOrIN JOIN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 180 S.F. ® INSTALL STREET TREE PER CITY STD. 604 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 20 EA O INSTALL STREET LIGHT'S (S800L) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 EA ©U INSTALL STREET NAME SIGN PER STD. 401a $ 401b _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 EA 11 INSTALL MAIL BOXES PER DETAIL THIS SHEET _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 20 EA O2 REMOVE EXIST. A.C.--____---------____-- -- __-- 432 S.F. O3 REMOVE EXIST. BARRICADE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 EA ® CONST. CURB OUTLET PER DETAIL ON 5 HT. 3 _ _ _ _ _ _ _ _ _ _ 1 EA 15 INSTALL STOP SIGN PER CITY STD. 402 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 EA 16 INSTALL TYPE "N" MARKER WITH W 57 SIGN _ _ _ __�_�� _ _ _ _ _ _ _ .2 EA. ©7 INSTALLW3SIGH ONPOST 2EA. 18 INSTALL TEMPORARY 6' HIGH CHAIN LINK FENCE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 460 LF. 19 IN5TALL TYPE "L" MARKER5 W / r1-81 S1GN PER STI). W. 402 T_ EA FOR CONST. QUANTITIES FOR TURNER AVENUE SEE PLAN NO. 326 "STRUCTURAL SECTION TO BE VERIFIED BY SOILS EtvGINEER PRIOR TO INSTALLATION OF A.B. 0 11 GENERAL NOTES 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. Contractor shall be familiar with and Tull 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. 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 nocostto the City of Rancho Cucamonga. 3. Any contractor performing "cork 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. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Uepnrtment prior to any encroachment or construction within City of 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 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 approva•1 prior 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 Gradation of asphalt Paving 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 orf' 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 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 uniformiy 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 forthe 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. 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 all 11t1lity Companies as required, 48 hours prior to excavation. Provided for your convenience are the following: A. General Telephone (800) 422-4132 for underground service B. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 C. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road Rancho Cucamonga, CA 91730 D. Pacific Telephone Company (7I4) 999-5639 t f 451 BENCH MARK: CITY OF RANCHO CUCAMONGA ELEV.: 1322.136 B. M. NO. 100- B AT THE S.E. CORNER OF TURNER AVE.! BASELINE AVE., 34' E. OF 'E OF TURNER AVE. 4 16' S. OF S OF BASELINE AVE., FOUND U.S. G.S. BRASS DISK IN 10" DIA. CONCRETE MONUMENT 5"ABOVE SURFACE. '„ 4D 2"X 4" REDWOOD REAM WITH PAVEMENT rGI2T1'iI TO TRIS PffTNT WITR 2Ig6 dT GA V.AKES eNAILS O.C. 301 30' CONSTRUCTION NOTES PAVEMENT FMS'FIED GRADE OR }- � NATURE GRADE = TURNER AVENUE CONST 3" A.G. ON 4" A.B. ' r = = = 3 �, 2a -CONST. 8' CURB # GUTTER PER CITY STD. 303 cc SEE PLAN N0. 326 N ��`� 44 3O -CONST. CROSS GUTTER, SPANDREL f CURB RETURNS �o OOIn "0000000 o 0o 0 00 c O /�f u, ' 0 o p�Fp o p b o$ ao X opo og M (�'(f�/ o°o 000°,R ,Roo °o'o od° Y° \ =w 6'PRIVATE DRAINAGE (CURB FACE VARIES 8" TO 20") PER CITY STD. 308 STAKE \a SCALE : r = 4d' U t EASEMENT 12 32 (D -CONST. SIDEWALK PER CITY STD. 310 5 CONST. 6" THICK RESIDENTIAL DRIVEWAYAPPROACH cc 1 2 3 - 4 5 6 7 8 .� 10 I �-- _ , �_ �, < 3 a ; 3 J ' PER CITY STD. 305., W=16'. X - 3 6 REDWOOD HEADER DETAIL ' E3 Z• �' o ej �' �' S 5 = n 6�--CONST. REDWOOD HEADER PER DETAIL ON THIS SHEET d t J ej o C� z A I NO SCALE r i- �' ed d0 �+ 00 cc ; CD to u to ,�, N• I , - co �, �' — �,'� r7 ,�) ; I CONST A.C. FEATHER FOR SMOOTH JOIN CONC. "V"DITCH p[ a \`� ,\ d u o 3 + .4. r r- t + "' r- `n A m I yo. SO -INSTALL STREET TREE PER CITY STD. 604 3 +10.00 PALO ALTO ST. v m < .o -� o0 an cm r cu �+If +09.61 PALO ALTO STREET= SEE GRADING PLAN .► + � A uo to A 16 + 81.46 TEAK WAY + + cc N I TTP p + N w dP'o 9 INSTALL STREET L16HTS (5800 L ) i6 t- c: , �+ �+ �' � } >S '° dD + �' �' a {- B.C.R. '' 1+40.00 TURNER AVE. TTP. 4 c" a' Ck - - 10 INSTALL STREET NAME SIGN PER STD. 401Q 401 D FUTURE R/A LL 17 SS tt S3 0 I f. INSTALL MAIL BOXES PER DETAIL ON SHEET 1. 3r _ ' 1 ywt it _ Vol 14 CONST. CURB OUTLET PER DETAIL ON SH -T. 3 --�*=r --- - --2=�— -- -- - - --_ ��P A L 6 ALT �a``�`� d p CI INSTALL STOP S16N PER CITY STD. 402 o - - - - - - - o .� ��� _ e ,9. 9 - e 9 P�ALD ALTO } ti N 6 - 1 = �_� v� . �p�c, 2 T a �''o� s•,`o rp• ��s m °O STREET _ ,,�� _ _ 16 INSTALL TYPE "N" MARKER WITH N 57 SIGN - a o ti' �c to tt ti �G' �,� " _ I �, m tiev °� e ,d 4 S �e�,.c, m 15 9eg�L 3 17 INSTALL W 3 SIGN ON POST _-- - - - -- -- - --- -- 0 STREET ' -'= - • 18 INSTALL TEMPORARY 6, HIGH CHAIN LINK FENCE —"- 11.1 19 TNSTALL TYPE 'L" MARKERS W/W-81 SIGN PER STD. Abl: FUTURE R /IY-� TYP 9 1 I J 3 TYP o e� •� 0 I I 1 40' DfDi1;AT101� FOR EMERGENCY a� N ca �, 3 ; ; t Im vc °D E. R. I # SECONDARY ACCESS 4+6110 PALO ALTO 5T A a ca (N I I 0 t OO.00 TEAK WAY J = o`er w' �' w w' �� �,, V. � _j I I 2%' I �� M m a a 3 111 CITY OF ANCHO CA I� I R CU MO>vGA - um r r. i On N CURVE DATA e R L T 4' 56' Il" 518.00 44.64' 22.34' cr_to W W im En PLAN AND PROFILE PALO ALTO ' STREET FROM TEAK WAY TO TURNER AVENUE TRACT N . 12772-1 APPROVED BY DATE CITY ENGINEER RL.E. NO. 2 c DESIGN BOER ENGINEERING Co. RECOMMENDED R.E.P. 2950 AIRWAY AVE. SUITE 8-2 VCaA. t4g.01gs DRAWN COSTA MESA. CA. 92626 SHEET (714) 966 - 0808 P. S. L_ or CHECKEDN6-7.-- 13542 RAWING NO. DELBERT D. BOYER R.G.E. NO. R'E'P DATEFILE NO. 9OZ 30' 1 30' 60' SEF SHEET NO.3 vN TEAK WAY `� t� CURVE DATA CURVE DATA ' A R L T a R L T ID 90' 08' 37- 33 .00' 55.01' 35.09' I4. 19' 26" 518.00' 129.50' t5:09' Q2 69' 51' 23', 35.00' 54.89' t 34.91' Q 14' 19' 26- 500.00' 125.00' 62.83' Q 7' 20' 02" 482.00' 61.70' 30.89' © 14' 19' 26' 482.00' 12050' 60.57' Q 7' 20' 02" 500.00' 54.00' 32.04' Q 4' 4T 03" 482.00' 40.25' 20-14- 0.14'7°20' 7-20- 02* 518.00' 66.31' 33.20' 1D 4' 51' 51" 5DO. DO' 42.45' 11.24' ' CURVE DATA e R L T 4' 56' Il" 518.00 44.64' 22.34' cr_to W W im En PLAN AND PROFILE PALO ALTO ' STREET FROM TEAK WAY TO TURNER AVENUE TRACT N . 12772-1 APPROVED BY DATE CITY ENGINEER RL.E. NO. 2 c DESIGN BOER ENGINEERING Co. RECOMMENDED R.E.P. 2950 AIRWAY AVE. SUITE 8-2 VCaA. t4g.01gs DRAWN COSTA MESA. CA. 92626 SHEET (714) 966 - 0808 P. S. L_ or CHECKEDN6-7.-- 13542 RAWING NO. DELBERT D. BOYER R.G.E. NO. R'E'P DATEFILE NO. 9OZ t