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HomeMy WebLinkAbout985 . s �Lr .�� t� STRUCT0 1 NOTES � MANT07Y ESTO SATE BENCHMARK GENERAL NOTES: of W l'`` DESCRIPTION QU A N Ti TY UNIT 017 0r rm cUCArrol�c�A et i c" I MARK NO. 65. CHISELED '0 ' BY END' 3 i CONSTRUCT _ A.C. OVER � BASE CI TER IOR STREETS)..»N..NNN----«NNNN«.......54,433 S.F. OF CURB RETURN (NORTH END). , 1. All work shall be done in accordance with these plans, the City of 2Z, NORTHEAST CORNER OF INT. OF BAiTAN i O2 C0� .� A.C. OVER � BASE (BANYAN STREET)..NN.......N..N........... ..5,796 S.F. Rancho Cucamonga Standards and the Standard Specifications for Public_ I Z2 11 STREET AND CARNELIAN STREET. Works Construction - current edition. Contractor shall be familiar RrmavE4REcoNs� CONST. i•S 45 CONS'iRUCT A.C. OVERLAY PER PLANS (0.1' MiN►MtIM). 1,950 S.F ELEVATION 1726.365 ,i 1 with and shall be responsible for adherance to these Standards and ? �� ovER4 BASE •••••»••N•••.•.•.•••.•.•� { 4 Specifications. �ifFT O CONST. Ir CURB & GUTTER PER CiTY OF RANCHO CUCAMONGA STD. DWG. 303 3,502 L.F. ' `- •� �� I 2. All pipelines or substructures of any kind, telephone or power poles, CONST e' CONC. CURB ONLY PER CITY OF RANCHO CUCAMONGA STD DWS 30 9 water meters valves fire hydrants etc. shown or not shoeen on these L�y� .SAWCur �toork 5 1...«.«.........16 L.F. _ ' plans within the right-of-way limits or in adjacent areas where 'max/s� A•c./,e•�. c`�4�'� 6 CONST. 8' A.C. BERM PER CiTY OF RANCHO CUCAMONGA STD. DWS. 313..........................NNN78 L.F. Gl 'K L improvement work is to be done shall be removed, relocated or protected \� ' � ' �,v9T D"C�aPL3 l4t/ 7F T � [bN�J'T S�W,+ILR /ESC t/7TQr O ls; j R'AM" in place as required at no cost to the City of Rancho Cucamonga. s MIC CJrreW1f4A1Cf/Q C[,CAM1�r1 BILI MfB" O7 CONSTRUCT SIDEWALK PER CiTY OF RANCHO CUCAMONGA STD. DWG. 310, 311 ' 3. Any contractor performing work on this project shall familiarize him- 19 S.F. • � • • S.. »....NMI.NM..NMNM..NNNN..NN..NNNNNNNNNN..NNNNNNNN..1 7,2 self with the site and shall be solely responsible for any damage to ,� . ' INTERIOR STREET existing facilities resulting directly or indirectly from his opera- '"TYPICAL ' SECTION HTS• Q CONSTRUCT DRIVEWAY APPROACH PER CiTY OF RANCHO CUCAMONGA STD. DWG. tions, whether or not such facilities are shown on these plans. FROM STA. 21.t 00_ -.TO STA.21 t75 305, (X-3•, W-24') (297 S.F. PER LOT X 32 LOTS).....NN..»»I.N....NNNMN.N.NN. »91SO4 S.F. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering BANYAN STREET Department prior to any encroachment or construction within City of ri. : s.o ,C. 7,3 , CONST. CROSS GUTTER PER CiTY OF RANCHO CUCAMONGA STD. DWS 308 (X-3')..».NN.N 1,600 L.F. Rancho Cucamonga easement or right-of-way. G) i 10 CONSTRUCT BARRICADE PER CiTY OF RANCHO CUCAMONGA STD. DWG. 405.. 1 L.F. 5. All grade stakes shall be set by the Contractor or Engineer. Paving , •`�. y _ , stakes shall be set at all hinge points, edge of pavement points NL Y _ within 0.01 foot of sub-grade elevation and at not more than 50 foot it vv 5LY 1 1 CONSTRUCT HANDICAP RAMP PER CiTY OF RANCHO CUCAMONGA STD. DWG. 310.. 4 EA. ' intervals. additional paving stakes may be required by City Engineer 12 REMOVE EXISTING BARRICADE.. 1 L F ...». NNNNNNNN»N..N.IN»»N....N». ..N..N . . as needed at warped or vertical curve areas. � 33 33 l 6. All sewer, nater, electric, gas, phone or other utility laterals, II' Z2� 22, 11' 13 INSTALL STREET LIGHTS (5800 LUMENS WITH EXTENDED MAST.N»NMNMN»NN..I.NMN 13 EA. mains, or crossings shall be constructed prior to paving. , ' 14 INSTALL STREET TREES INTERIOR STREETS.......... ...IN.NIN»NNN.I.i.NINN... 36 EK. GF547. Compaction tests of embankment construction. [tench backfill, tom- coN547545E• 15 INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. 401. EA. patting original ground and all sub-grades. shall be performed at noovER4BASE lost to the City of t;ancho Cucamonga. A written report with thtse �- 16 REMOVE EXISTING A.C. BEIM.. 54 EA. �• —�—�� L ..NNI.N..INN....I....N......N.....N►M....... ..N..NN.N.....MN.NN.compaction tests shall be submitted to the City Engineer for approval � � _prior to the placement of base materials and/or surfacing. L- .4,owcurIr ,a►ooru C4",v 0al� ---� 17 CONST. END OF STREET TEMPORARY PAVEMENT PER CiTY OF RANCHO lerarAt the completion of paving. a materials report shall be submitted to �IDf�tIC1�X C/7Y4'r t the City Engineer. Lasing all masts or determinations completed to PER CIrYe,-XW ICs/p ,('AAle/AoCtC.4x •..fMAlf AO CUCAMONGA STD. DWG. NO. 405..NNMMN...NN.....NNN .II.NNN ..MMN»N«NNNNNNN-1 EA. car,+ /e►�I -�+b►. verify stability oil content and Gradation of asphalt Paving 4r7Yr1C4[..) 18 ADJUST SEWER MANHOLES TO GRADE...M�..NNN» N»N.IIINMMMNMNN»..NNN 4 EA. 9. Prior to installaticn of any Paving . a materials report shall be submitted to the City Engineer. Listing all tests or determinations TYPICAL SECTION N?.S• 19 ADJUST WATER VALVES TO GRADE..NN..I.N.NI.N...NNNNNM..rN..N.....NM...N.........NN............N•»M. EA. completed to verify: . sieve analysis and sand equivalent of aggregate base. FROM 5TA. 1t3t00 TO 57A• 21t00 AMP STA. ZIt75 TO STN.24+o4.57 D CONSTRUCT PARKWAY LANDSCAPING & IRRIGATiON (BANYAN STREET).....NN....N.N.MNMN.304a S.F. . BANYAN STREET 21 CONSTRUCT STEP/WALKWAY PER DETAIL `A' ON SHEET N0. --� ...........................N..N...NNNaw/ EA. •. a�w.- I0. Paving shall be performed in accordani`� with R-Value and Pavement tests r�• r �•� ,ems 73 taken to determine structural sections (prior to final plan approval) REMOVE EXISTING PAVEMENT (BANYAN SIRE'ETI..N.......Y.NNI....•N..»•.NNN..NNN......NNNNNMNN..975 S.F. '' l•Ws 11. When improvements are to be placed on native soil which consists of a SG' ,Q/W rocky material, the sub-grade shall be prepared by removing all rocks , Oft which protrude above the sub-grade and all voids or depressions shall 59 be filled with a Eine grade material of a quality better than the native , , , ti'oTE 'S7TEET L/a.yr�5 etin fiRE NYnRgc'�S • material. FeArkcc— OPAL STREET CUL—Ot—SAC RECDRSTRUMON 12. If the asphalt concrete is to be placed on sub-grade, a soils stertlant registered b the E.P.A. for use under A.C. and P.C.C. shall be uniformly V,qC/ASCE 1Ne• A.C. t ov"L4 g y y (o• �,w,) I y , , OVEKQ'-, 13W ,r 1 CONSTRUCT X_ A.C. OVER � BASE (INTERIOR STREETS)..NN.�N»..........NNN 1,740 S.F. applied at the manufacturer's recommended rate for the full pavement �+s•L ? t e�.X�- Vii; 'A, , -�— —_ width prior to paving. �I -----___ �- -- — -- _ _ 4 CONST. 8' CURB & GUTTER PER CiTY OF RANCHO CUCAMONGA STD. DWG. 303.. 129 LF. 13. Estimate of quantities is provided by the Engineer only for the con- t-X �'� �+oOTN 7 CONSTRUCT SIDEWALK PER CiTY OF RANCHO CUCAMONGA STD. Di IS. 31 O 311.. venience of the developer, the contractor shall make his own deter- ,-��5T d^��A" tom;,nt�C OSS' s!^E K 4L k �E,r CiTr 01 O , .».NLNN1,240 S.F. � urination of construction quantities before submitting a bid. Any r '''r�� �►a�rra0 - -R'4�ek,")e' 60 s'" Near i CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA M. DWG. item of work required by these plans which is not specifically listed �ii��ltR�it�d►A gam' r'a'm In the estimate of quantities shall be considered as included in the !►off Y�ir•,4L 12 REMOVE EXiSTiNG BARRICADE. ..»N.N.NNNNNI.N..»NNNNI.....NHN NN 35'5 L.F. ` other items of wort. 14. Street signs per City of Itattrho Cucamonga Standard Numbers 401 and 402 TYPICAL SECTION NT.s. 18 ADJUST SEWER MANHOLE TO GRADE.. 1 EA. ---.—.— - .NI.MN....N....1.NNI.NNNNN... shall be constructed at each intersection. FROM 5TA. 16 +50 TO STA. i8+00 1 CONSTRUCT STEPIWALKWAY PER DETAIL 'A' ON SHEET NO. 6 (INCLUDES SCREEN WALLS)...1 EA. ' tBANYAN STREET 15. City approval of plans dos not relieve the developer from responsibility © REMOVE EXISTING PAVEMENT COPAL STREET).. for the correction of error and omission discovered during construction. r� ' 6.o Z �J.I�. NN..NNNN..I...N..NNNNN...................N..N 10856 S.F. Upon request the required plata revisions shall be promptly submitted to �4 REMOVE EXtSTiNG CONCRETE SIDEWALK. 152 S.F. ................NNINN.IN.........N..N------.......NMMNN NNMIINII.. the City Engineer for approval. • 25 NNNN..N..N.....f....N..»..N....N...>........I.NN« i 16. Work site and exterior streets shall be in a neat, clean, hazard free. REMOVE EXISTING DRIVE APPROACH...................... ""`1'552 S.F. orderly state, throughout construction. Site shall be cleaned upon 2� REMOVE EXISTING 8" CURB AND GUTTER. .........N..NN N----------------------NMN----------------------....NNNN. 117 L.F. request of the inspector. 17. Contact all Utility C2=aniessgs reauired,48�hours orior to excavation. W GDS ��W Wrovided for your convenience are the .olioving: A. San Gabriel Valley Municipal Water District Mr. Bob Stallings (213) 969-2718 /2' /B' /8' /P' ..5, 4' 7 7.5' 1 4' O. S' B. General Telephone (800) 422-4132 > LEVEL L/AIIE pad' Cur' ROTE: 57,PEE7 L/4f/T5 4Vrl 11YAP,4A175 for underground servicer ' 8 . � e ed �►' stvr^E 11 C. Southern California Gas Company (714) 529-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 �'�tr57 3 %4 G D. Cucamonga County Water District (714) 987-2591 ms's' A"«"F�¢. o�2"r 4" /S48E CoeST 'SG'1ftt�iLk rfQ SACRAMENTO - fA V E N E • 9641 San Bernardino Road ti of - c'rry or Rn,v��ro cuc4noti' t A,ty'/'O CL C'A A+b 1 G4 !37r. ^/4 19" 4.0n 5// Rancho Cucamonga, CA 91730 ti'! 903 �, E AM 1LP30cAr5 4R'£ Cno�o+L TYPICAL SECTION ' _J E. Metropolitan Water District (714) 593-7474 �crar �N9�nEk4Lt BANYAN STREET P.O. Box 54153 sEE 9Hc�'r u Q 2 t N .T.S. Los Angeles, CA 90054 T! - 5c i .e=s� kZ8 ZG Z7 F. Pacific Telephone Company (714) 999-5639 CABRILLO COURT MANDARIN AVENUE It DESCRIPTION ct REVISION & COLUMBUS COURT 2572B 0ATf PpROvE �4 ""`S'� CITY of RANCHO CUCAMONGA 1 — T TRe NOe 12801m2 10 3; '1 ZZ OC 3! '�' TR A N O. C I < 12801-2 TITLE SHEET I 3 ZD ZI BANYAN ST "ANMARIN AvEi�Lr IMPROVEMENT PLANS 5>Es sr+> N e - � . SPECIAL NOTE FROM PRIVATE ENGINEER TU CONTRACTUK PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTICE Fac LEMOP� AVE. � r CONTRACTOR SHALL VERIFY ALL 8 7 5 4 3 2 1 = ` APPROVED 8Y 4�4 ATE ORANGE St CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCi AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONDITIONS AND DIMENSIONSF7­0 I t -' ALTA pMAi GTY ENGNEER RCE No 2V889 { FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AND SHALL REPORT ALL DIS- , I No ��HEET ! DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED 1 JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE THERE ARE CREPANCIES TO THE ENGINEER MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE PRIOR TO THE COMMENCEMENT OP L t911•i u JL . CONSULTING CIVIL ENGINEERS IDyA 11 m o STREET �' AND LAND PLANNERS I HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO OF WORK. DRAWN 1820E 16th Street SNEt T OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SAigTA ANA. CALIFORNIA 701 c OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION . = 5L • 92Al 7i4•S3SZ�s 1 QF3� PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . INDEX MAP_ VIC__ I�_ _T_I_ T_ Y MAP c CKED RCE NO 1AStA - DRAWING NO. P. OF THE OWNER OR THE ENGINEER. " ' CITY TE 6-22-85 B SCALE: , 1 = 200 NOT TO SCALE FILE No � 5 JN 119-776 14 -- - X T - 1 - 1A - - - - _ _ -- - - - BEN CH MARK. -- - _ - - -- - - - - - - - — - - - - _ _ - _ CITY OF RANCHO CUCAMOMA BENCH rZZ w r - - - - _ _ - _ - - - - _ ED O ' BY END - - N R H _ - - - - -_ ARK NO 65 CHISEL OF CURB RETURN NOT END). T37 A - - - _ - _ - - - - - NORTHEAST CORNER OF INT. OF BANYAN NEL IAN STREET. p . f9 - ELEVATION 1726 STREET AND CAR _ __ -365 - - - _ - - -71n I - Iv 3 - - "- I�1";T. - It- o le - --- - - a -�- �11 - R + 40 ie , t � ) VV . 1, + q � 0 - - - - - 2 � , v qn QI � 0 ^ ,a c . 40 - - 2 p EIS . O .0 R + .� : O O 0 S. to R 4- -- PROFILE HOR : 1140" -- -- - VER: 1'= 4' - - - Tt 16 17 18 19 20 21 - 23 24 SCALE: N 1"-40' R. N 0- ���� SACRAMENTO AVENUEEll., ��. r�C. 9400 G p' ASO' 30' W lE�IbT• Gu1QB GrIaTTLl2 � / L_— -J,` 4 /�• �A- W A & JIN •il i _ �, 1.Ib�t��7� ~� (J" « Lv* L�Q� H '� N N M �F \ � �\ \ „o°�,�i� At t �o� o�LP ae A c' 2 �`�� ,��,P 2 Aar �`Q t6 (����,�. EXIST. IMF PEIL Z tz-8 �c�h-T. �Y-X�t�of 1ga.\/E,�ILw 111 ��N � �a N SHEEt 2 of S Q .n„> o� ��e I4 _ _I P CONSTvE�ns►t-r _ 0 - W TRA+�S,TIo�► k'/ TEMP � Z A c. �E+ ►� �e•G�.� • o0 1708 7-7 W X 4 ;p 1�gx n SMP• • T r1+ C ; 20 M ,a>Ec aNsT Z1AC. 1 II' T• PAVEMENT ' •• !VO. :_ 4 +-•) 7 14 15 26 27 K 5 0 m a SEE DETAIL A � ._ aHIdH dbLA --rol F- " ' � — �t•axuMn �NIEw��C�� � SHEET 5 6EE PLoT 4 OOWA Mer PIA94s �•A� c„n��. 6 P�rrr SEE DETAIL A � o� G,QAo�N� r.►e F & &%�AC"Ny PL-ANS. SHEET 4 * M N N U) � a f3 13 a 13 DESCRIPTION of REVISION CITE PPROVE BANYAN STREET cmm ° U w CITY of RANCHO CUCAMONGA 2�--=COltSTRUCT A C. OVER BASE (BANYAN STREET) �3 --CONSTRUCT A.C. OVERLAY PER PLANS (0.1' MINIMUM) TRACT NO. 12801 � 2 4a-- CONST. 8 CURB fl• BUTTER PER CITY OF RANCHO CUCAMONBA STD. DWB. 303 CONST. S'A.C. BERM PER CITY OF RANCHO CUCAMONHA STD. DWG. 313 T�-�CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONBA STD. DWB. 310. BANYAN 311 INTERIOR STREETS STREET 13 INSTALL STREET LIGHTS (5800 LUMEN) WITH EXTENDED MAST . 22--CONSTRUCT PARKWAY LANDSCAPING & IRRIGATION (BANYAN STREET) 21 CONSTRUCT STEP/WALKWAY PER DETAIL 'A' ON SHEET NO. 4 & 5 2�—— REMOVE EXISTING PAVEMENT APPROVED BY DATE /2=3-PS 16 REMOVE EXISTINO A.C. BERM G TY ENGINEER RCE.No 23889 DESIGN MA OLE AND ASSOCIATES, INC. RECOMINDED .�L CONSULTING CIVIL ENGINEERS 44 AND LAND PLANNERS DRAWN 1820 E. 16th Street 51•Na T 51_ SANTA ANA, CALIFORNIA 92701 •• PHONE 714•$X•?648 - OF HEC KED RCE. No L4^1d DRAW IN G NO. i G'TY DATE 6-22-es FILE No. J� no- 775 L_ • "7dd' O.G• • • M12T• t00 ' VG �i _ - - - - - - - BENCH MARK: • rN 1^ v q S . N• - - - - - - - OF_ K ;� 1 4 CITY RANC}� CUCAMONOJI BENCH - - - - - MARK NO 65. CHISELED 'O • BY END - _ = - _ OF CURB RETURN (NORTH END). - _ - NORTHEAST CORNER OF INT. OF BANYAN STREET AND CARNELIAN STREET. s ELEVATION 1726.365 ' _ G • 4r F d •�• !?1 2 o p - - - - � a + - ff - 40sA JQ f\ �A XIST. G LV = 1 4L ? G . - - 10 14P4Qf G + u I. _ 1 pl• = 2 I. 1 1 5 - - P O d O u R 0 Waft + a1 80 p ; 24 - 1d m � Xl T. G - r � n Waft %Jo - - - f5 EN • O Z. O - TD F - 8 O - • U - 4. �, - - Nftft PROFILE - HOR : 1=40' . a ' - 7 8 9 10 11 12 13 14 SCALE: N 1 =40 17 t3 SEE SHEET 5 OF 6 SEE SHEET 4 OF 6 COLUMBUS COURT t3 CA13RILLO COURT 10 • I X 1 �!�' I Geo, 13 n I lb. ig, o + flI 0 , c_ D t: + w 9 02 I �� I I= V 20 - 2! 32 z , AVfl -02 co `''.'d 2''pr' `� •A Jc sl..gam I ,gyp' �•� _:`{ 10 �- dei G f4c 4 1 K �`� �' ►+ 4 ��' 100, I= Torai 47�� 0 d1 r • a . >.el iG 28 0�4• .ac►.4.7' -4.pp' 7g.off' !�.�' 171t' � z � c 8 � ..� � ? 3 6 � � . 5 4 3 v0 + �. @� � cf c+ �c W I tr 33 kn M M � 8 .e c3 W� I • � � 13 , • 1h w V YJ �Z �� Lr REVISE GUR6 FZ�'ZyRN EIN/AZMCf.1S 01.j ��OLUMpjUSGT )-�{-BCo sAw&� b P► N cn O 4IQ s �V)CL 41 40 + IOU + a a e � DESCRIPTION of REVISION CITE oPaovE CURVE Q�TA: all! CITY of R L T MANDARIN AVENUERANCHO CUCAMONGA 06'd1' 07" IGS•0.7' �1. 23' dq !h' 4 !V Ot - CONSTRUCT _A.C. OVER _RASE (INTERIOR STREETS) e 4�---- CONST. a' CURB E� GUTTER PER CITY OF RANCHO CUCAP'ION6A STD. OWB. 303 TRACT Nth. 12801m2 c 05.41' 07" loie5•cx> lol • of 1 rip.SI' 8 aT - CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONBA STD. DWB. 310 n 03'22' 33" w18.DO' 71 . 7G' 135.50' 311 INTERIOR STREETS Ila.4-t' �1.3�' i�----CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONBA STD. OMB. 305 (X=3',W=24') (297 S.F. PER LOT X 32 LOTS) MANDARIN AVENUE � cxo 2+5 a4" 11 X2.00' 132•dU' lalo•27' (X-36) G os' t2' �' ' 107.x' . 0 CONSTRUCT BARRICADE PER CITY OF RANCHO CUCAMONEIA STD. DWG. 405 �•25' 11" 12670 Gb' 194.d 5' 67. ' N 30 12 REMOVE EXISTING BARRICADE 121a.00 I sCo.dle c„g.�� 13 INSTALL STREET LIGHTS (5800 LUMEN) WITH EXTENDED MAST APPROVED 8Y A E /Z 3 8 r • " C 14 INSTALL STREET TREES INTERIOR STREETS J ago a5 3� oa•oo I_•.9T2 �t c)d" 1-2,00-C)6 1 dl' e72a` (1:5�_ INSTALL STREET SIGN PER CITY OF RANCH CUCAMONGA STD. DWO. 401 GTY ENGINEER RCE.No 23889 k3.i. 17 CONST. END OF STREET TEMPORARY PAVEMENT PER CITY OF RANCHO DESIGN CUCAMONGA STD. DWB. NO. 405 MA LE AND ASSOCIATES, INC. FIE CQMALENDED CONSULTING CIVIL ENGINEERS 4a I1 I,s. AND LAND PLANNERS DRAWN 1820 E. 16th Street SHUT g!_ SANTA ANA, CALIFORNIA 92701 PHONE 714•835-MIS OF� MEC KED RCE No 1de14 DRAWING NO. 0 •., , CITY TE G-22-85 FILE No �t85 JN 110- 778 -- • - - - BENCH MARK: - - - - _ - CITY OF RANCHO CUCAMONOA BENCH - _ END MARK NO 65 CHISELED 'O " BY - - OF CURB RETURN (NORTH END). - - NORTHEAST CORNER OFI NT. OF BANYAN T1w_ _ - STREET AND CARNELIAN STREET.1-4 P54N IL3, P ELEVATION 1726.365 a -T- TA 0 . Q u - 0-10 - = i } .4 t - - - - r v P N 00, Aff 'F 4 0000, 0,00 ul - - e400, , 00001 4- 2 - - - t` 004 FIX S G$n.l willt y v # \ - - -- - -- t G P000 0000 s N n u B g 3 v Ioe - - a _ r-,A4- 4c> O.C. t J PCP o 6 �- - fl PROFILE - - t - HOR : 1=40 - - - 0000 - VER: Y= 4' -- - y 0 �a,�l° 1 2 3 4 5 tV � moo _ SCALE: 1"- 40' i i CONSRt11rT -A.C. OVER -BASE (INTERIOR STREETS) -- CONST. 8' CURB & BUTTER PER CITY OF RANCHO CUCAMONBA STD. M. 303 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONOA STD. DWB. 310. 31 1 INTERIOR STREETS CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONOA STD. DWB. 305 (X=3'. W=241 (297 S.F. PER LOT X 32 LOTS) SEE SHEET 3 OF 6 a9 - CONST. CROSS BUTTER PER CITY OF RANCHO CUCAMONOA M. DWO 308 � � s < (x=3') MANQgRIN AVENUE + 11 CONSTRUCT HANDICAP RAMP PER CITY OF RANCHO CUCAMONBA STD. OWB. 310 �' 13 INSTALL STREET LIGHTS (5800 LUMEN) WITH EXTENDED MAST I 21 22 �+ 23 24 d 25 14 INSTALL STREET TREES INTERIOR STREETS U 26 21 CONSTRUCT STEP/WALKWAY PER DETAIL 'A' BELOW. 3 q 13 r 5 CONST. 8' CONC. CURB ONLY PER CITY OF RANCHO CUCAMONOA STD. DWID 301 I d � � ` a ,, a a� 1 rye. N'U it . am *► o}oo CAP 121L1-O COURT _ _ b =11 +114 75 1,/IA1dpA1e 11.1 AYE:• - - I h R ���� o 1 t 1 2H 7 s�E I C,.74' S•�' 81.2cf' 57. Cos' 1!d' 22'97' �4. POP 4c 02 100 • �/�O � �I/ SSS : V��' �< /i.,,�, O'Qi`, NGTE t TAt�Eti't 2-.1 st ot�1- -r0 mATC$4 cm-�/wA1-�wAY + 32 9 5 31 30 13 29 + 28 �� z 40 m iO 27 4 r c 8 t ♦ N 8 8 � � n 0 :. . �� r1iv�/ 8 e e 26 �� t5.A1.1YAQ �T DESCRIPTIONof REVISION �P Ir DATE IAPPROVE CURVE DATA: �� �N _ TY o CABRILLO COUNTS �, �N �� CITY f RANCHO CUCAMONGA g 8Q•47' ray• a ' .lec' OpQa1. L _ tl � �R • ' sm.takes..eon - nnool E O 27 00' TO v GFQIQ/tLJE 27pp 2q P C6d. J�:P' 65" A115.CO- 18. 24' TAA T NO. 12801m2 r ►> 1 51 r 00' 117•(nw 5t3.94' E aG` 15' 0+3" 382 DD' 1•Ce7' O.Bd' �� �. ' �G �� - cABn�.o car F OGT"3►' t " 112•Gam' (8- fi3' al•�' _ G 2A'Od' 0.�" 112.CO' d7 Com' 2s 137' ; �_ _ / X . ;a 0 H 2v8. 51'Oo" �' Ise 51' — O t{A L4C>IQ TO t�E •. 1N�TALLEt7 IILOFJi{ rte � u"' or?-m APPROVED 8Y amu�d�� cocoa F a� ; A DATE /Z-J-$S' JL t j 27 CGTY ENGINEER RCE.No 23889 07 ° ` DESIGN MA OLE AND ASSOCIATES, INC. RECOM LADED MIE d' MIW--r iC`4c� C-AhS 52�_G- ,2500 JL- CONSULTING CIVIL ENGINEERS 4A 11 t•=• S AND LAND PLANNERS PIF-12 �ELTtON 2L)1 DF 5'rn. ���'EGiFICA'� IQt.� DRAWN 1820 E. 16th Street SN•EET TAIL � � '"'tT" T''p� 2 GURrtJe� rAr�+PotJNtO• SL SANTA ANA, CALIFORNIA 97T01 • . 21 GALE 1., ip' ` PHONE 714•tl -2US --•�— OF HEC KED RCE. No Ida1a DRAWING NO. Crry ATE 6-22-85 FILE No. q85 JKJ �'o- 775 C 1 t4241' �L . -- - - - - -- - BENCH MARK: t nti -:?, til. od. - - - - - Bole - - - cQ' _ - = - - _- -- - - - ��. 2� ; - _ CITY OF RANCHO CUCAMONGA BENCH - _ - -- _ -- I`' - - _ _. U '' - -- - - = -= MARK N0. 65. CHISELED 'O ' BY ENO - - - * - OF CURB RETURN (NORTH END). - - Q t! - - - - NORTHEAST CORNER OF NT OF BANYAN Q - I 1 - _-- - Q - STREET AND CARNELIAN STREET. ft - - - ELEVATION 1726.365 - - Te 1• 7 - , s 1 M QIL - - -- _ :- It lie V-1 0 00 000 0 10� • pa ° z a + a3 . jt. t f t___ + $ Q - + .11441� IJ 1 W � ' , �ao ,<8 0 r N � � o- •° �2b/• � i , 0000 % 000, �.� 1 .000 a Q PROFILE _ HOR : 1=40' - - - - - - VER: 1'= 4' 11 H -1 tfj+_ 1 2 3 4 5 SCALE: 1" - 40 8 8 ' 8 8 8 la-CONSTRUCT X A.C. OVER �BASE (INTERIOR STREETS) G>_-- CONST. 8• CURB & BUTTER PER CITY OF RANCHO CUCAMONGA STD. MM. 303 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWO. 310, ri 311 INTERIOR STREETS 8 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONSA STD. DAB. - ; �� 6 305 (X=3'. W=21') (297 S.F. PER LOT X 32 LOTS) . • SEE SHEET 3 OF 6 i 13 �, 13 14 I�Ij' + O9 CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWO 308 MANDARIN AVENUE �+ q P ! (X=3•) . 9 5 9 10 11 5 12 � a i l CONSTRUCT HANDICAP RAMP PER CITY Of RANCHO CUCAMONGA STD. DW`B. 310 7 I r N U 1� 13 INSTALL STREET LIGHTS (5800 LUMEN) WITH EXTENDED MAST I I I V . A �► O-- ALL STREET TREES INTERIOR STREETS 0 M Ih �+ 21 CONSTRUCT STEP/WALKWAY PER DETAIL •A• BELOW. ` t3 �s7� 36• , �c S�--CONST. 8' CONC. CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DM0 301 • �•r� Qi1.bCo' GeraI, A _ � _ o+oo COLUMBUS CDUi2T I - -- --- -- --- 7 21 \ 9� ro 8*7a sa MANDARIN AV - �`' o`o�'� a t.lo•22'lo"w p a 7 c�' 4 g ''��' a °* !� 1 d „� c '�► 4 I7o M 7000' 7�0. GS rel' N I 'll T T 1 Q 20 19 18 17 16 �u 5 * ,� 15 7♦ 0 12E�/IS1= STREEY GrRAUES 7 PLAN 4• ►-?OFJL1E) 1-3o- r r fa 8 IiO'fE s TA>���2:i 6L01°E TO MA'ft=N G,'T1E=plWA1-I�WAY Zi N N V U�b Z � 14o , >Q� ,DESCRIPTION of REVISION �T Ppa CURVE DATA - -• - - 1r n� d �/ DATE 0 E �� •�� II' t�,l�lYA1.1 �T• R COLUMBUS COUNT � � � CITY of RANCHO CUCAMONGAL I A 80q•5�t'1'7" 27ob' 42.41' 2l0�1�1' Ate. ts { N I b 5 GO^ibT CURB OWLY PES - t� 0 It, �•00' 3 27�' e12.a2' 27 a►' ,� a . 4, . TO Ci"GF� G �,,� >�N>= - TRACT N12801 � 2C112 moo' 2�t.92' 14 75' P ' 1� 210•DO'at7" $B cc> 1�.2 S' — S COL COURT 0 rl� n� - APPROVEO 8Y t �� aLor.lsT I -a DATE /2 �"'"�� �` '•"'"��"' CITY ENGINEER •RCE.No 23889 IDt,lll..pin161 cook ' DESIGN ' MAQ E AND ASSOCIATES, INC. RECOMMENDED 3 JL CONSULTING CIVIL ENGINEERS Cj4 11 It s ICJ COUNT• Ci'vcrlOr bJ7P/WALJcWAY. CO►JC•v5MALL AND LAND PLANNERS g>E tt" nn11.J.�yj1Clc, c-L455 52o-G- 2�o DRAWN 1820 E. 16th Street SHEET tEa bEGTION 20t D� 5rr�. _,pEGtFICATi SANTA ANA, CALIFORNIA 92701 • wl" �YI-E 2 C.LIt2INeT comr:>e> 0m, • SL PHONE 714•!35.2548 � OF DETAIL A HECKEo RCE No IA614 DRAWING No. crry TE 6.22-85 FILE No•_ - Gg� Bio- 8 , i t w 71 , %41 Ly R/w ELY BENCH MARK : F 11 i fill 30 cm 3.r rano mmim n e I GrT' 23.93' 23.93' i.o7' .lVX NO. 65. CHISELED 13if I 6Y END DE CURB RETURN (NORTH END). , gm lolos.'s- IS BSK)IBISS it -1 L ORTHEAST CORNER OF INT. OF BWAW STREET AND CARNELIAN STREET. i �1 z ELEVATION 1726.365 b et . ..� 1 �1_ 1-NLI I ? '• �1 �� t 1 (� qr� 1.3"; 17`1 AM r 1 A 1 11 i I 1F7Ct5T. PVNIT ��� . b 1 1 � ": OV I ) I 4 I (REMOVE) JY ..• Q� EXIST. G EXt T. C.R (REMOVE) I 4 (REMOVE) t L OPAL STREET CUL-DE-SAC S SECTION AT STA. 6+13.07 T N . . S It to 72--1 44111 rn jw rrTr 77—11 1 nut S SHEET NO. Z 6+75 N CUL-DE -SAC TO BE C011, TRUC•TEID .e-_.. ci Io I PEE? STD. DWG , N0. 20r .mo~ � 3 • ' �'►^h � N LAr L!o p, YJ I > da N LAWa o 'R' si�~ S LX15T p tvESM�w ,��,� N u WU U lei < ma �+ o ' .n3. J� QPAC STREET On -DE-SAC RECONSTRUCTIM Off 41 0 CONSRUCT X_ A.C. OVER Ar BASE (INTERIOR STR'EET'S). CONST. 8' CURB i GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWS. 303r r Y SCALE 1" 210, •c �> -�f ��� ?„s'� ;� CONSTRUCT SIDEWALK PER CITY DE RANCHO CUCAMONGA STD. DW6. 310, 31 1. • Q' 6 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DW6305 1 , N �� ,r p 4 v SQ�� 12 REMOVE EXISTINb1 BARRICADE*- PAD ELEVATIONI 1 {� 4 A, c• � &---ADJUST SEWER HANDLE TO GRADE,* 73.4 .'� 6• s l� ►'' �� 21 CONSTRUCT STEP/WALKWAY PER MAN HEREON . 3.0 ..,,� I r><1 ,... Al \���� �,�` AN Ilk { w pQ�� 3 --REMOVE EXISTING PAVEMENT (OPAL STREET). 3 215 6' NIGH M(U. ABOVE WAL.1CWAv' L h 12 \ \ C lV �� •r,^ 8 ,�.a� I �t► 32" 14(GN WALL_ 24 REMOVE EXISTING CONCRETE SIDEWALK, T7.6 TW I C i �\ \, �wREMOVE EXISTING DRIVE APPROACH, 1 295 2g.5 29 5 12 C �. \ 4},` (o , W 1 26 REMOVE EXISTING 8' CURB AND GUTTER. 604 TW -M.7TW I l TW T •�D v b' ; 7 79 4 W P 1 73. ( T I- -n 7 TF o �.z F 18 j "o� \� °- j _ 23 SIREETI`� 1 ' y�� 1 \ �✓ �'' a \ I CURVE VATA I t I (7 + I+ LIN E� Au � R L T 0 v o� _T, ,AA 2 32 00' 00" 23.q3, 96.90 yv \�:, ► 4V c a*oJp/ It` 1 'A �-- 76000' 60" 34.65' 15.72 8.00' 2 CORRE I t MILER PUM 2 CONRETE ri 7 \ e��y A �- I.P. AS SHOWN TO 70 I.P. AS SHOWN TO DETER BICYCLE TRAFFIC I 1* I DETER BICYCLE TRAF C ��a . G Ali r �oJ pv rp `+► �• I 3.0 'i► C, yah c — C '�$ co NAITOIW-AZ j ^ _ ��� N 2.3y 6' WIDE, CRETE SIDEWALK _ N I testi R ►';t\ 1 tU f`_\O 4 M rrITTYrrrM wwwwvffu..N,.1 IBIS, 30� I S 25 D ESC R IPTI O N o f REVISION opRov is, DATE o �� f I ti - E W W a � 0 �' CITY of RANCHO CUCAMONGA W xo 0 7.5 4' 0.5' I 1C on o N t,1 . `U1 �b� lu - _� 927 oZ-1 w T'o°tCaTF� A.C. pAvEr NT TRACT NO. 12801m2 , W ( o - t4 1WpE XIST. DRIVEWAY ti Z cf ® BE R E MO E D 29.5 29 5 I 29.5 +_ pa -A APPROACH Q �; �►- INDICATES DRNEWAYAfI 01W,i# 60 d Tw b t2 .� s a _ Q TO BE REMOVED. OPAL STREET CUL--DE.—SAC '176 T.W'. T9.T TW ?9 t T.W. 1 T8.4 TW + •. J Z in < V w►_ r ?4.2TF. 73.4TF 727 TF I 72 ( TF ? (.gTF M A X BET" 2.2' M Ax 2ET I 5' MOX 2ET I- N oC ,� J41I Z r W M W � � M • �� APPROVED 9Y ATE/Z-3 a� �X� ° .N- p� CITY ENG.NEEso R RCE No 23889 w v \3Q. Q. PAD ELEVATION v) to ut., In %J DESIGN MAIJOLE AND ASSOCIATES, INC. RECOMM NDED �,L. CONSULTING CIVIL ENGINEERS ,� N 7- � 75.3 f..s ~ r' _ _ AND LAND PLANNERS _ 'b DRAWN 18"E. Ift Sty SH EE T OQ r �< 9SJSANTA ANA, CALIFORNIA WM C g OPAL STREET CULmDEwSAC w 5 PHONE 714•.76.2545 _-�._ OF V N CHECKED RCE No 14614DRAWING N0. \ d' — CITY ATE 9 - 10.85 FILE No 985 J.N. 110.778