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HomeMy WebLinkAbout1266 1 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 Work Construction - current edition. Contractor shall be familiar 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 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 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 facilities resulting directly or indirectly from his operations, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department 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 contract or engineer. Paving stakes shall be set at all hinge points, ndq,^ of pavement points within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional pavinn stakes may be required by City Engineer as needed at warped or vertical curve areas. ESTIMATE OF QUANTITIES 6. All sewer, :eater, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. ITEM DESCRIPTION TY UNIT REMARKS 7. Compaction tests of embankment construction, trench backfill, compacting 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 1 , Clearing and site preparation L.S. L.S. Includes mise. removals to the City Engineer for approval prior to the placement of base materials and/or surfacing. 2. Excavation & Prading 3,400 C.Y. Within street R/W B. At the completion of paving, a materials report shall be submitted to the City Engineer. Listing 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 3. 3„ A.C. pavement on B A.B. 16,900 S.F. determinations completed to verify: R-value, sieve analysis and sand equivalent of aggregate base. 4. 5 A.C. pavement on native 3,956 S.F. 10. Paving shall be performed in accordance with R-value and pavement tests taken to determine structural sections (prior to final plan approval). 5. OJ A.C. pavement overlay 9,650 S.F. 11. When improvements are to be placed on native soil which consists of 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. 6. Install 2 x 4 redwood header 56 3 L.F. 12. 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 uniformly applied at the manufacturer's recommended rate for the full pavement width prior to 7. Removal of A.C. pavement 29930 S.F. paving. 13. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the contractor shall 8. Const . P.C.C. rolled curb 858 L.F. Per Std. Dwg. No. 302 make his own determination of construction quantities before submitting a bid. Any item of work required by these 9. Const . 3' wide ribbon gutter 87 L.F. Match existing plans which is not specifically listed in the estimate of quantities shall be considered as included in the other items of work. 10. Const . catch basin No. 1 1 EA. Per Std. Dwg. No. 502 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 15. City approval of plans does not relieve the developer from responsibility for the correction of error and omission 11 . Const . local depression "Case C" 1 EA. Per Std. Dwg. No. 518 discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 12. Const. 24 R.C.P. (2000 D) 215 L.F. 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. 17. Contact all utility companies as required, 2 dors prior to excavation. 13. Adjust sewer manhole to grade 2 EA. 18. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or 14. Adjust water valve to grade 2 EA. uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. 15. Const . Catch Basin No. 5 1 EA. Per L.A.C.F.C.D. Dwg. No 2-D164 Provided for yourconvenience are the following: 16. Instal l street lights 5 EA. By S'C.E. Coord;na4ed Paid -'or A. San Gabriel Valley Municipal Water District by +he developer. Mr. Bob Stallings (213) 969-2718 17. Instal l street trees 21 EA. Per C;fy Std, 6oSA l.?,-7 US ae Cerro/id� gee S'frtGf free /Votes on fhiS shCet, B. General Telephone (800) 422-4132 for under ground service 18. Saw cut existing A.C. pavement 137 L.F C. Southern California Gas Company (714) 529-2889 19. Const . 18" R.C.P. (2000 D) 91 L.F. 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 20. Const . Manhole A 1 EA. Per Std. Dwg. No. 510 D. Cucamonga County Water District (714) 987-2591 Q 9641 San Bernardino Road Rancho Cucamonga, CA 91730 21 . Remove existing catch basin 1 EA. a h ,ltRfET N/GN M/NT E. Metropolitan Water District (714) 593-7474 P.O. Box 54153 Los Angeles, CA 90054 F. Pacific Telephone Company (714) 999-5639 Q ti �S P , s �j A/orfh �r ts o 3 0 y. 4 , Je OQ�pfESS/O�4 �9, �qFy�� 0. gn nsfruc4,•on A/oles Ar flreef Trees © Construc-fion Notes fiOr .S-tree-f- Trees /l7 ``� S G� �' !4838 % � -- - Rid N; /. All s r frees are fo be placed in accordance w,74City o ny, /. /. A// streef trees are -fo be /o/anted in accordance wi7sh Qroo=9T1C S Qryn, ��Q► Ci� Standard Plans. C , ' j G �QF CAL1F�� 2. All sr<ree f free ha// be Sfa,F'ed and�o/anfeol dccordin o �ly r Std. GOSH. 2. Prior fo 4he comrnencemenf of any p/an4-in9, an agronomic Soi/s report shall be -urni5hed -tn -the c��y lnspec-tor. /any unusual I I iPEMOVED ¢66ST4". 8 2�Ti2i;f ¢'/D�P/VEA/'P/POACHATST,� f 4.7,5 PE�PDiP9 ; .SF.f SHfET foxicifie5 or nu-b-len-t def)ciencies may require back-)// go// 3. Soil -erli//ting and con , nin9 Sha//be /n a ordance Pv/M Aecbon amendmenf5 , as de4-errn/ned by the city 1nspr 2/9-/.P of fh Standard ifi ee-1o . I I ! 0 lidded F'�,blic im�rovemenfs on 5heef 2 b C ca Al,o r oP /�t/o/' vb/ic es CorJsfi'uefion. .J.nl. Beeler �/-ISSocisfeS Per DR 98-24 /-G-?4 v G { rype I organic soi/ drnendrr�e a// be useo� with the ratio o / 3. /9// SfrP�f trees are Subjccf fo inspection anc/ accepf-anee DESCRIPTION OF REVISION DATE ci Y { b the Cn ,neerin Division. ,s'forn7 Ora/n7 APPROVED part organic amendments k 3 native soil- All ameno1men 6 are Y 9 .9 ' I fo be throe h/ rniyed riot o 6aCe in-q- freer -frees are fo e /anted er Public /m rovernent I Sed . �f ��'� F RANCHOCUCAMONGA 9 Y P 9 ¢ P/ on/ . b y P f� CITY 0 ons only- 4. I t y ¢. Ferti/izafion oCl f a// s/ of flees Sha// be per rCcommenda/ion9 I I o a ronornt?G, Soi/ re orf yurnished fo the Cl* nspecfor. z °x00 STREET IMPROVEMENT PLAN f 9 p Y � Or��� � � � �G��R ,6 5. Alo syreef fr sha 11 be plan fed where the een>ler of Me n K is � � and STORM DRAIN PLAN moo- • i%/ Coun frV Club �° � ,�� N,� v� Closer f n Three feel 1.3) to -tic Face of curb, unless o wise no>eol � ' �P �Lu° TRACT N0. 13541 za,. .ilreel frees are sohiecl fo inspection analaccepfance by tht En ineer. G°��' ���h � coup APPROVED General 8Y Note No. I) _ DATE: � � 5 CITY ENGINEER(- R.C.E. NO. 22397 INDEX MAP F «E CAeABE DESIGN Z. LANE a ASSOCIA ES RECOMMENDED Q• 902 W. NINTH STREET No SCALE UPLAND, CA 91786 DRAWN (714) 981-5602 SHEET P/C/NI)T MQP L.A. _ OF No SCALE CHECKED / 24838 DRAWING NO Np /-/- C/fy DATE 9'27 BB y 'c.exf�-E7.0 86-44 �CDtD 86 44 _...w.... _ t ......: ... . S BENCHMARK l Chiseled box on the Northwest corner /I/ r of headwall at the Northwest corner of EX�Sf Fii�isfi Stfrtac� �/ I'►'�,�f D/ !� Valle Vista and Red Hi 1 l Country Club 9 Guf}er ( zWsf Edye Drive. # b M h &P&-oo( /2'Iles` of r ' Gutter Elevation: 1401 .31 \�' 5/ loo, .�u�face /2 '14lesl" of f Gauer E'Edge of ©vernernf� 3 1420 W i i �` G�rffer k y �---exist Gro6wcy at � � Guyer h ' ..4....... - -- - 4410 1 14420 a lt4...: ♦ w ...a.,. .n... ........ .4 -... .. .4 n ... ,? ..♦. ......w.. n......... ,,... .. .A., : y // Exist Finish .farfezce e-,4asf or ' F ' Gutter �G�xisf tea' e off' �ov����f) I� M n x/sf Crean 9 'asf 07 f Gaffer 4144440L Finisf� S&rface �"Z`asf of f Gz/ffer (Faye � Ra v�ma,-?1 PROFILE SCALES: HORIZ. 1",=49' r f t , _. -._W.__._.. ..__...._._. _ . __... _ _...._...__.. _._.... E I 4 _.:#. x . ... 4 ..___-..... .._..N _.. ._ _ ._ _.._ _ �_. _ . �-.._ .__,_. .. ..-_ ..._. .. ..i.. .. a _ . .. �.. .. ..._r...... ..... z.-. 8 9 10 2 3 4 5 6 7 Construction r J�tes PLAN SCALE: I�� = 40� � O— Construct 2"x 4" redwood header. !! Construct 5" A.C. pavement on native. n-ow 6mr.-renir?,,4eeess 4"mAslEN7 fL� � � '� l2 Construct .1' A.C. pavement overlay. .SEESrSlEET20F.� c fOpTN/LC F/�Qf O/SZM-7,/,�I�PO SI�PFiu'ETO /3 Construct 3' wide pcc ribbon gutter (match existing) . �POPOSEO d'SE/rER L/NE—� l4",PCIS v4,Q QE .IPPiQDYEO BYF0077Y/[[ F/iPE O/S WIe7.. (NOT TD AE Nt4/�✓lA/NEO BI' TNf C/TY fVBLIC UTILIT/ES EASEMf_NT 4 3 2 A*0 ORA/NAGE F/SEAf"7 I F ate ' s t"' ( HILL ,A" TRACT MO. /,454/ ,4S ( �� � �► � I. 4 � — ��• g \�� J �1 J�I /PELOROED.— —r— s~ r I r)I I r hE0.00• -USDI\! J -JCJJ\1 /fB R.C., � n . �nQ WoN � � r `�• �. �lD' DA Q0.00' 6 0.00, -'19.00" 1A\� �� ' J�/1,3. ,1 J J- J- (��'13 N �- — - —r ^ 11 � - r` l' '- - - - - , - - -- - _ hi��e- - /��e R c'�taRx�a ' 1 _ M - R�,, 11 �tr6 - -„�� -TJ���r rJ�J _ .?� PWM&,O B Af4TE T � � b � -s � � iv'Rfn ► LEGEND !A►ST4L L "L"A/A/PKEiQ PES?C/T1'570. D/1'6. N0. 403-�� � � —_- — —— _ _ _ — — _ _ _ _ -_� .r- __ _-- _ _ _ �o IIpTE : ANRKERS TO Bf POSTEO ON CXANNEL `�' ,LST �t ,PC•P. Al �-) o — - _- POST PER C/TYSTO. gw-No.. 401, FL indicates flowline —'� / � ' * s SEP l2 L� �/ UN[ESS MDUAITED ON ACCESS GATE F.S. indicates finish surface / Il l2 iX/3T. �Ow OTS a l E.P. indiates edge of pavement o E.C. indicates end curve W B.C. indicates begin curve SEE SHEET `1 > r (xx.xx) indicates existing elevation o 1 1 }J 1 \ J T.C. indicates top of curb I _ _ / pf ESS/p �a _ �w - MONTE VISTA bRIVE y, J�/] E, ��� J/J v - f 0 . I�I I ��o r / C.' r i� r� I J�/���� J✓�� J���� � ���� / �� 9� v� tih r�I i rr r� r .�—,+J—, No. sass GC VIM RED HILL COUNTRY CLUB DRIVE DESCRIPTION OF REVISION DATE CITY APPROVED 9� - �9u'�G� CITY OF RANCHO CUCAMONGA g I/»�o�ovtmr!n1 /611 l4 /G/2 B t4 4- s2o, 4' PLAN and PROFILE I� `e +��� iZ /,Ora#M,� ��e ��dh`� RED HILL COUNTRY CLUB DRIVE at Sierra Vista Ilk, I Ex. s/•,.� ' _ . ,�-,� _ MONTE VISTA DRIVE x,c �, ti, — •, - �• (See General Note No. 1) TRACT NO. 135 ,41 �. �p �� 'Exist SLC• fari'sf l'w•b/s C.ne. � � // // � \� !� /� _ h Oa�te� I 3 APPROVED BY: DATE. EX/S7' /d FLAGSTONE IwM[L w _ T-- �O 2Z3 9 CITY ENGINEER - -- RCE. NO. �.J else!/ AIS/NNO.J 104f leA•C.f.C9 Er/ST. /P” .C.P. st Irn/oro✓�in�nfs DESIGN LANE 'ASSOCIATES RECOMMENDED O,WG. Ad a-O/6¢ .� /Q �/ /+ ��/n ^ /� L•A. 902 W. NINTH STREET _( T/ /01(,Q1 &ELIWON / /I01 QL SZ TTN UPLAND CA 91786 7Y�°r4QL s�CTioN -- _ __- _ .vo scac� No sc.acE (714) 981-5602 SHEET N Monte Yis�a Orive Monte Y�sta D.-�✓� Z.A. 3 of 4- iP�d f�i/� Country C/ub �r/✓� �r0?J 9"Aa. ?479 /5 f0 .SELL. SfZlo.87 �/-D?J Sia. 5EZ6. 97 to SXa • 6 ��3•97 CHECKED /. DRAWING NO. S'TQ 9�T3.3 TI = .S 0 R- z9 T T _ ,5p R- 29 Cif 2 R.s.s t�$24838 / DATE �� 7-88 Y/rc.exPFILEI Nb 86-44 �tP B4-44( 1 1410 �-, �, 141 a 5' k ° gutter � A? `1390 \ , 1390 oil t/-10 Y�4 � Lt f f 10 11 12 13 15 16 PROFILE HORIZ. I = 4d SCALES: VERT, I 8� PLAN SCALE: I' -= 4d M ONTE VISTA DRIVE See Sheet 3 of 4 j of a pr. r5ec'�n+�his}yr 00 / Ifor - !e t � 10,1`00OG t� HILL DRIVE CITY 44� Q / / \ \ /� �; �% Ric `�C/ DESCRIPTION OF REVISION DATE APPROVED °I Consfrucfion Plofes : a _ o g o CITY OF RANCHO CUCAMONGA go \ — �T Construct 5" A .C. Pavement on naf;ve. avemenf overIV. PLAN and PROFILE � - - • --- -x ii ii 5:�••�x.re o�Ph� s/oPPI(�r;ts � � o Q���,�� 1 n. _., ,.. ._ _ . _ _ � _ y 0 ;�Q� ED HILL DRIVE 9le to match exist n9 a Q � Ny _ �_ _ — _ _ P•'/max.S.6,o� 5 Q b (See General Note No. TRACT N 0. 6E 135 4 O�pFESS/ON�F APPROVED BY: DATE: d mq. Pc.c.9utter �" \�2 ti °�� �,v CITY ENGINEER RCE. . 22397 1QX x ��o e� X838 R+ DESIGN LANE & ASSOCIATES RECOMMENDED W L.A. 902 W NINTH STREET TY)OX4L SECRON UPLAND, CA 91786 t� - - -' - ------_ -- �1 e0Jf+/ll Drive viviv DRAWN 714 9$I-S60Z SHEET OF CAN,I%i L.A. 4-OF 4 orn Monle VIA; Dr. �o Chv/a V151.7 ,0,- CHECKED 7. � 24838 DRAWING N0. TI 55.0 �P=29 City Y exp. 2-E N GATE 9-L7-'B8 FILE NO 86-44 2��P 86-4.4