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HomeMy WebLinkAbout1874 16344 GENERAL NOTES T R A C T N 0 • 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, including its annual supplements of amendments. Contractor shall be familiar S T R E E T I M P R 0 V E M E N T P L A N S with and shall be responsible for adherence 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 ESTIMATED shown on these plans within the right-of-way limits or in CONSTRUCTION NOTES : DUANTITY adjacent areas where improvement work is to be done shall M M . replaced. CONSTRUCT MIN 3 AC PAVEMENT OVER 4 AGGREGATE 20.570 SF be the removed ep aced. relocated or protected in place as required at no cost to the City of Rancho Cucamonga. BASE PER RC CITY STD 100-A 3. An contractor performing w ® CONSTRUCT 8" PCC CURB AND GUTTER TYPE ' A2-8' 1 . 180 LF work on this project shall familiarize Y P g P j PER RC CITY STD 104 I himself with the site and shall be solely responsible for any I I I I damage to existing facilities resulting directly or indirectly I ® CON UCNON-CONTIGUOUS WALK TYPE 4.280 280 SF III R-1 PER RC CITY STD 101 b 103 II I from his orations. whether or not ( op o such facilities are shown II I on these .lansII CONSTRUCT PCC DRIVE APPROACH TYPE R-1 2.430 SF P I uI ® II I ------ PER RC CITY STD 101 , W=16, UNLESS NOTED OTHERWISE 4. A permit shall be obtained from the City of Rancho Cucamonga ii ® INSTALL 5800 LUMEN STREET LIGHT 5 EA Public Works. Engineering Department prior to any encroachment II or construction within any City of Rancho Cucamonga easement or PLACE STREET TREE PER PLANTING SCHEDULE AND NOTES ON SHEET 1 18 EA right-of-way. (7) PLACE STREET NAME SIGN PER RC CITY STD 401 -A 1 EA II 5. All grade stakes shall be set by the Contractor or Engineer. ; ', ® PLACE REFLECTIVE HYDRANT MARKERS PER RC CITY STD 134 2 EA Paving stakes shall be set at all hinge points. edge of pavement N ------ points within 0. 01 foot of sub-grade elevation and at not more ~ II ® PLACE W53 SIGN b POST 1 EA Z than 50 foot intervals. Additional paving stakes may be required W 5 ® ADJUST MANHOLES AND VALVES TO GRADE 2 EA by City Engineer as needed at warped or vertical curve areas. W > \ 10 9 8 7 6 6 All sewer water. electric, gas. phone or other utility laterals, 0 I \ I 11 mains. or crossings shall be constructed prior to paving. I R30 30' IC 9 P P I \ g 7. Compaction tests of embankment construction. trench backfill . i ? i compacting original round an - 12 18 18 12 d all sub-grades shall be performed �� �P g g q g P W �I M / at no cost to the Cit of Rancho Cucamonga. A written report with �� 1 =�0 0. 5 4 I 4 0.5 these compaction tests shall be submitted to the City Engineer for Q _ W A L N V T _C O V R approval prior to the placement of base materials and/or surfacing. 0 10 11 2 _J 0.20 X -- 2 8. At the completion of paving. a materials report shall be submitted O Q , 1 . 7 2X 1 . 7X X M -- -� - t the i Engineer. Listing /� �.- o e C ty E q L s ing ail tests or determinations completed .J 1 2 to verify stability oil content and gradation of asphalt paving. _ i 9. Prior to installation of any paving. a materials report shall be _ submitted to the City Engineer. Listing all tests or determinations = 5 MALVEN WESTERLYVE TYPICAL SECTION completed to verify: R-Value, sieve anaIysis and sand equ i va I entV O �� -_- (J - S I DEWALK MALVEN AVENUE of aggregate base. cc LL_ 2 WALNUT COURT 10. Pavinq shall be performed in accordance with R-Value and 41C ( M T. I . _4 . 5 R=65 Pavement tests taken to determine structural sections. H W 1 13 14 15 16 17 18 11 . When improvements are to be placed on native soil which W S I consists of a rocky material . the sub-grade shall be prepared N by removing all rocks which protrude above the sub-grade and ------ BASEL INE RD all voids or depressions shall be filled with a fine grade W 1 material of a quality better than the native material . N I SITE I I I I W I I 12. If the asphalt concrete is to be placed on sub-grade, a soils PARCEL B LLA _____ PARCEL C PARCEL B PARCEL C II ' II PARCEL D I star i I ant registered by the E.P. A. for use under A.C. and P. C. C. I I LLA _____ I LLA _____ I LLA _____ LLA _____ I SHEET I NDEX shall be uniformly applied at the manufacturer' s recommended " I I I I II ` II rate for the full pavement width prior to paving. I I I I (� Il I -- --- SHEET 1 - TITLE SHEET. VICINITY MAP. p I PALO ALTO ST P P g Z GENERAL NOTES, CONST NOTES Z w UJ 13. Estimate of quantities is provided b the Engineer only for the ; '- r �' ---------� ' Z w q p y q y ( r fR r/I C r IN] , � J II W �I - I SHEET 2 - MALVEN AVE b WALNUT CT w Q Q convenience of the developer, the contractor shall make his own I I I JI 11 :0 STREET IMPROVEMENT PLANS a Q determination of construction quantities before submitting a bid. I I ( I 11 J I �I I SHEET 3 - ARCH IBALD AVE IMPROVEMENT ICANDLEwnOD ST Any item of work required by these plans which is not specifically I� I PLAN a listed in the estimate of quantities shall be considered as included I I I I I in the other items of work. I� �I ------ a 0 I I I I II I I �� ! ----------I CHURCH ST 14. Street signs per City of Rancho Cucamonga Standard Number 401 shall be constructed at each i ntersect i on. �I I BAS I S OF BEARING ALTO STREET �I � m 15. City approva I of plans does not relieve the developer from _ �) I BASIS OF BEARINGS IS THE CENTER LINE -- RANC�JD CUCAMONGA 8 9 I OF ARCHIBALD AVE AS N00.08'30"E AS responsibility for the correction of error and omission discovered SHOWN PER RECORD OF SURVEY FILED IN Q I I ' during construction. Upon request the required plan revisions P A L O � � II i BOOK 55, PAGE 18 OF RECORD OF SURVEYS. shall be promptly submitted to the City Engineer for approval . - o ----------I RECORDED MARCH 29, 1985 AS INSTRUMENT 6 NO. 85-074091 . OFFICIAL RECORDS 5 II ' FOOTHILL BLVD 16. Work site and exterior streets shall be kept in a neat, clean, hazard free. orderly state. throughout construction. Site shall be cleaned upon request of the inspector. MONUMENT NOTE VICINITY MAP 17. Contact all UtilityCompanies as required, 48 hours rior to �P q P NT I S excavation. I . EXISTING MONUMENTS THAT ARE FORESEEN TO BE DISTURBED. REMOVED OR WATER: CUCAMONGA COUNTY WATER DISTRICT 909-987-2591 STREET TREE SCHEDULE PAVED OVER SHALL BE TIED OUT ( OR CHECK OF EXISTING TIES ). AFTER TELEPHONE: VERIZON 800-483-3000 CONSTRUCTION NEW TIES SHALL BE SUBMITTED AND THE MONUMENT REPLACED CITY GAS. THE GAS COMPANY 800-427-2000 STREET NAME BOTANICAL WITH A MONUMENT SIMILAR TO THE ORIGINAL. DESCRIPTION OF REVISION DATE APPROVED NAM COMMON NAME MIN GROW SPACING SPACING SIZE G1TY E C C C ELECTRIC: S0. CALIF. EDISON 800-684-8123WALNUT CT GINKGO 'FAIRMOUNTBA MAIDENHAIR TREE 5' 35' O. C. 15 GAL 12 SEWER: CUCAMONGA COUNTY WATER DISTRICT 909-987-2591 2. MONUMENTS, OF RECORD, WHICH ARE MISSING DURING SURVEY SHALL BE CITY 0 F RANCHO CUCAMONGA I T. V. CABLE: CHARTER CABLE 909-987-6275 MALVEN AVE PISTACIA CHINENSIS CHINESE PISTACHE 5' 30' O. C. 15 GAL 8 REPLACED AND TIES PROVIDED AT THE END OF CONSTRUCTION ACTIVITIES. STREET PLAN b PROFILE 3. BENCH MARKS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE NOTES FOR STREET TREES REPLACED WITH A MONUMENT SIMILAR TO THE ORIGINAL IN CONFORMANCE LEVEL OF C WITH V IRCUITRY. LEVEL CIRCUIT NOTES SHALL BE SUBMITTED MALVEN AVENUE & WALNUT COURT 1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. TO THE CITY ENGINEER FOR APPROVAL. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC SOILS REPORT SHALL TRACT NO. 16344 BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICIDES OR NUTRIENT DEFICIENCIES BENCH MARK APPROVED BY DATE Uederaronnd Service Alert UTILITY INFORMATION 2"MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINED BY THE CITY I NSPECTOR. CITY ENGINEER ' R. C.E. No. 23889 BRASS DISK IN CONC. CURB L' fORE r�o WATER: CUCAMONGA COUNTY WATER DISTRICT 909-987- 2591 APPLICANT / DEVELOPER STAMPED CITY OF RANCHO DESIGN RECOMMENED 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING CUCAMONGA BM, 10058 1987" � dSi�.11 � o TELEPHONE. VERIZON 800-483-3000 MAGYAR, JOE SAY DLG Call . TOLL FREE THE GAS COMPANY 800-427-2000 DIVISION. 5105 EQUINE PLACE AT NORTHWEST CORNER OF BASE ASSOCIATES �� GAS: DRAWN ROAD AN AR H A AVENUE, SHEET 1-800 LINE O D D C IB LD E UE ELECTRIC. SO. CALIF. EDISON 800-684-8123 ALTA LOMA, CA 91737 15 FT. WEST of END OF CURB RETURN SFH 3 227-2600 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. p � 3 SEWER. CUCAMONGA COUNTY WATER DISTRICT 909 987-2591 ( 909 ) 208-7319 AT WEST END OF CATCH BASIN. / OF A CHARTER A 9-987-6275 CHECKED OUGL L. GOODWAN D E DRAWING NO. T. V. CABLE: C E CABLE 90 _ V 135 14 RCE 2 500. 3 31 006 ELE 0. 0 TWO WORMNTO DAYS REPO" TUU M DLG (909) 824-2775� COLTON. 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PRO I LE WALNUT C : PROFILE MAVEN AVE s VER: , =4 .,. . .� 1111.. „ ... .. ........ .,, .,, ,, .,, 1111, rr„,,,,ir,,,,r r, „ ,,,br,,,...,,. .,,.,,. ..,'w,,,,,,,,..a..,,,,,,,,1, ,A. ,,,,ter. �,,,.., �. ., h, N,.., k... «,,,,..,£. .,,,,_..,.,.. . .,,,a..,, ,,,,,,,,,,,,,, ,,,M,., , r,, «., 1111,,. �, �, , ...............H.,.....,..,.,,...,.,,,w...,..,..,.r,..,.,.,,,,,�.,,,.. ,,,,,,,,,.�.r,,,,, ,.,,,,.,..r...,�,,.,. ,.,,.,...«. 1111,.. „,, ,,,.,.r,.,,.,.,.,::.,,,..�..,:.,.,,,,,:,,,.,,,,,,,.,,,,,r,,,,,r.,,,,,r.,,,,,,,,,,,,.,,,,,., 1111,�, ,m,,,,,.,,.r., .,.i ,,, ,,,,.i.........n.'r...h..,.. :T.,Y,,.,.r..,.,,,..,,.i 10 � � .�,,,, 1 1 12 13 10 1 1 12 13 U O 0 H in ~' M • J Z 7 m Q Z + N 1 0 g g w T_ � " 6 5 CONSTRUCTION NOTES : " CONSTRUCT MIN 3 AC PAVEMENT OVER 4 AGGREGATE 11 ~030 ' C" C" M3 0 Tc • r o 3 BASE PER RC CITY STD 100-A `r+ 0 v J m 3 �' ~ 3 N rr `�' 3 ® CONSTRUCT 8" PCC CURB AND GUTTER TYPE ' A2-8' M U N w • L= �� � o w � 0 N � 3 4 ti PER RC CITY STD 104 0 WALNUT CT t4.e6' w m � o �, N w m L= �N flR�f1Y. W-14' �s37•ee' 29•?�, L- mW t6.t2' 15.1t'y• vl►/ © CONSTRUCT NON-CONTIGUOUS PCC SIDEWALK TYPE o . , L-31.401 R-1 PER RC CITY STD 101 & 103 15.71 s,26, tt.e2 1 17.63, C� • O� SCALE 1 40 ® CONSTRUCT PCC DRIVE APPROACH TYPE 'R-1 ' L= �'�6.18 65.00 32.01 fs 13.55' DRWY. W=14' 1 ,y�' >ti �, � 12+84. 96 MALVEN AVE 40 0 40 81 PER RC CITY STD 101 . W=16' UNLESS NOTED OTHERWISE --- _ 0 120 h I 2 8 � ,� I - � n � '� s. L�2.ea' ® INSTALL 5800 LUMEN STREET LIGHT �'� __�_ 1111 _ WALNUT_CT _- - _� } DRWY. w=14' 1 2 6 " _ N89°51 '28"E ►" ' s ® PLACE STREET TREE PER PLANTING SCHEDULE AND NOTES ON SHEET 1 T 0 3 11 co 0 12 s. ., M e 1, 0 3 PLACE STREET NAME SIGN PER RC CITY STD 401 -A L= { • T ;Q Fs PLACE REFLECTIVE HYDRANT MARKERS PER RC CITY STD 134 +4 . t .6 11 3 00 0 ��a x4.55 65.00 55.00 �� ' • EC � ® PLACE W53 SIGN b POST L ST LIGH �/ .53 ' L= 20.60' 6 c IT O •�i s • N O N k, `l - 5.58 �� •of _ o . 3 � 3 r= 3 � > ` , o.40' O = W L 2 N U 6 4 4.11' . } Nrr o0 0: + 0 a 5 � + o � o + o _ ►.. Q` L � � CD3 UH � � � N � Z � Q _ 4 �P 27.71' A n o w -j D. J v Z W /� 1 3 . rn + N a z Bc 1o+9s. 18 M � Q ko . � � 3 I.t.I3 � DRWY a: i- . �% ' L=15.T1' a tr 1 4 0 1 5 Tao 16 17 18 m w N a M 6 6.05 10+84. 05 EC MALVEN AVE RANS v cn � m N O 10+67. 22 0 ao DRWY m o M `�' + N 6 8 18 6 1 8 10+13. 00 �0' � 30 � s TRANSITION SIDEWALK IN� 10 ST LIGHT FROM EXIST 1 . 5 TO 0 5 FROM 10+08.78 MALVE AVE PROPERTY LINE ( TYPICAL RT b LT ) CITY BEGIN C8,G. SID WALK LT DESCRIPTION OF REVISION DATE APPROVED JOIN EXIST 10+07.38 MALVEN AVE -_-- ---r--- --_ BEGIN CdG. SIDEWALK RT CITY OF RANCHO CUCAMONGA --------------------- --- -- ------ ( 1311 . 40 TC ) (� # " 11 ( 1311 . 30 TC ) JOIN EXIST PARCEL B PARCEL C PARCEL B 1 ( 1310. 73 FL ) ( 1310. 68 FL ) STREET PLAN AND PROFILE 9+80. 00 MALVEN AVE LLA 1111___ I I LLA __11_11 � LLA _____ � REMOVE EXIST �� PAVEMENT �� I� LLACEL-D- CURVE DATA MALVEN AVE � WALNUT CT I II �� PARCEL C NO R I& T L PLAN : MALVEN AVE 8� WALNUT CT LLA 1111___ ��= 8+70± MALVEN AVE 10 38. 00' ' 209°59' 58" 141 . 82' 139. 28' TRACT N0. 16344 Ueder round Service AlerE 2Q 1 12. 00' 14�59' S9" 14. 74' 29. 32' � - . 1111 a 3 112. 00 14 59' 59" 14. 74' 29. 32' BENCH MARK APPROVED BY DATE i 6i PALO ALTO STREET 0 . 2" BRASS DISK IN CONC. CURB CITY ENGINEER R. C. E. No. 23889 •EfORE ro - - 4 102. 00 9 59 55 8. 92 17. 80 a STAMPED "CITY OF RANCHO DESIGN �1�1�n RECD ENED 0`' 0 50 58. 00 109 59 50 82. 83 111 . DLG ,� �° Cad ► : TOLL FREE 8+35. 50 MALVEN AVE _ • 35' CUCAMONGA BM, 10058 1987" 10+00. 00 PALO ALTO ST , . , „ , , AT NORTHWEST CORNER OF BASEASSOCIATES 1-800 © 102.00 9 59 55 8. 92 17. 80 LINE ROAD AND ARCHIBALD AVENUE. DRAWN SHEET 227-2600 0 27. 00' 90°0' 0" 27. 00' 42. 41 ' 15 FT. WEST OF END OF CURB RETURN SFH 2 3 AT W T END OF CATCH BASIN. OF ES ® 45. 00' 90°0' 0" 45. 00' 70. 69' CHECKED DOUGL - GOODMAN DATE DRAWING N0. ELEV 1350. 014 RCE 28500. 3-3t-2006 "M WMUNG DAYS UPO" TW ono DLG (909) 824-2775 COL TON. 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B A S __1111. 40 0 40 80 120 k x 1111¢ 8 " P B AND GUTTER TYPE ' A2 8 ' .. �,1111__....._-......... E '' Y i -;� PER RC CITY STD 104 � ,111,1 V"./'.,'„-„v., t•,,•, , .......... ....... 1111 n n t �/ ,^✓_..,•. /.✓'Y'^F.` Y (' T 1111 t E R RC CITY STD 101 8 103 �,.., { r .............. ✓ f ................................... ..,.................................,,.,,,.. £ , ..,:"-, r. I 1111 .. � � a Y R VE APPROACH T PE ' R-11 f a ,. C ONSTRUCT PCC D I «..: .......� _� o �.n..�_�. _ ., ,, .� 01 . W=16 ' UNLESS NOTED OTHERWISE .. ................. . ............................................................ .... ,a . .._. PER RC CITY STD 1 /...F.. �. ... i� ". .",.,..".. ........... // -..h.a J"i , ,........,,, 1111 .. ..... ......... ..h.. -1111 111,1, 1111...-. ....i , ........... 1111.,--... .... ........ .. .. ........... ... ..... 1.1....11....,....... ......."I', -."...,..... .. ... ... .. .. - .. A«„«.b,p,✓ � � /r .. .. ... - !..........)1111 .L... .. ,.. k... %M ...... ,..2�...,' ,' :: ....... .. w M TRE T G H T 1111 . INSTALL 5800 LU EN S E L I __ _ d _��.. ....� .. _ .... ... .. _ __.. . _� 1111.. , . .. _1111. _ ... _� _ _ _.... ..... . 10+00. 00 ARCHIBALD AVENUE _ ? Z 0 0 0 c� c� c� P R P ANT NG SCHEDULE AND NOTE 4+85. 30 PALO ALTO STREET - W z z z PLACE STREET TREE E L I S ON SHEET 1 _- .................. ....w. _ _ _ __ w __.. _1111 . . ___ __ 1111. _ . _ w �r w m m m _v: o x \\u Y- f _ _ �, _.. _ _� �. o o �� W tg _ PL ACE STREET NAME SIGN PER RC CITY STD 401 -A m N + -© -_ z - PLACE REFLECTIVE HYDRANT MARKERS PER RC CITY STD 134 N EXIST 8 CEG + ._ __ ... .... r: _......_. 1. 1 .....1.1 . ........._ . ........ ......... ......... + .........v __....... .......................... ...........................111. ... ......... ......._1111... 4 3 1 1 3 z 3 2 3 4 1 2 s 1 2 4 EXIST 8" CdG PLACE W53 S IGN 8 POST 1_1_1_1 ._ - -- _--_ _.. ,1111.. \\-REMOVE EXISTIST a REMOVE EX 3 �; 'REMOVE EXIST x a 'DRIVEWAY DRIVEWAY DRIVEWAY ✓< F- o A . Y'.1111.. ' � F�R IMPROVEMENTS I N r� " t ..... ✓ NDSCAPE Kn � 1 F_ PARCEL B N x_ liRCNITECTS PLANS T J W Z 13 12 11 0 , i ...................y,.................. SE ........1111 1111,..,' '• � Q DESCR I PT I DN OF REVISION DATE APCITYPROVED I ...... :1111_... _' y 1111... I 50' Lo CITY OF RANCHO CUC GA 36 ' 14 ' � PLAN : ARCHIBALD AVE STREET PLAN AND PROFILE i VARIES 4 ' VARIES ARCHIBALD AVE I ' i I EXIST PAVEMENT i I j EX I ST C 8 G I; NOTES : TRACT N0. 16344 Underground Service Alert I 1_7y I lO ELECTRIC BOX (PROTECT IN PLACE ) BENCH MARK APPROVED BY DATE / U 2 TELEPHONE BOX (PROTECT IN PLACE ) CITY ENGINEER � �Gu .EfO11E �o` _� MEANDERING O 2" BRASS DISK IN CONC. CURB R. C. E. NO. 23889 ��` �, SIDEWALK ® 3O WATER METER ( PROTECT IN PLACE ) STAMPED "CITY of RANCHO DESIGN DLG �osp��!es m REcoMMEN ° Coll : TOLL FREE � ATCNORTHWESM CORNER OF9BASE EXIST 6 O STREET LIGHT ( PROTECT IN PLACE ) ASSOCIATES 1-800 LINE ROAD AND ARCHIBALD AVENUE. DRAWN SHEET 227-2600 SFH TYPICAL SECTION SIDEWALK O REMOVE EXIST WATER METER PER CCwD REQUIREMENTS 15 FT. WEST of END of CURB RETURN 3 OF 3 TO BE REMOVED AT WEST END OF CATCH BASIN. � � ARCHIBALD AVENUE CHECKED UCLA L. GOODMAN DATE DRAWING N0. T" WORNIM DAYS BRPO" TW DIG ELEV 1350. 014 DLG 8909)8824-27751-�b06 COI_TON. CA 92324 1874