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HomeMy WebLinkAbout1314-D GENERAL NOTES BENCH MARK : CONSTRUCTION NOTES AND QUANTITY ESTIMATES BENCH MARK NO. 96-B 1. All work shall be done in accordance with these plans, the City of Q ; Rancho Cucamonga Standards and the Standard Specifications for Public V`i AT THE NWC OF HAVEN AVE. 6 19TH ST. 44 FT. W. HAVEN Works Construction - current edition. Contractor shall be familiar INSTALL60" R.C.P. l' �O.e -GOi40J .38-� G.f • with and shall be responsible for adherance to these Standards and u & 83 FT. N. 19T1i ST. , SET DRIVE PIN w/C.S . TAG IN TOP Specifications. _'� INSTALL 42" R.C.P. "4- ^ %,T THEE. END OF A HEAD WAIL 2. All pipelines or substructures of any kind, telephone or power poles, Ih �i d1 �-INSTALL 36" R.C.P. �� X58 G.f FOR 3-24" CMP--ELEV. 1430. 686 water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where t tau 0� n (¢�-INSTALL 27" R.C.P . 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. v } t4le � � INSTALL 24" R.C.P. 3. Any contractor performing work on this project shall familiarize him- INSTALL24" C.M.P. self with the site and shall be solely responsible for any damage to ., ,1. M07 existing facilities resulting directly or indirectly from his opera- NZ , a.. ,# ,fi 8• 1 AZ..50 INSTALL 57" X 38" C.M.A.P. 7 G V tions, whether or not such facilities are shown on these plans. 0 0_ -INSTALL 24" C.M.P. RISER AND DEBRIS CAGE PER DETAIL ON SHEET 1 / 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering $ De aitment prior to any encroachment or construction within City of n v� • �, ,j4%0" G` �g -CONST. JUNCTION STRUCTURE "A" PER CITY STD. NO. 508 . /E�- Rancho Cucamonga easement or right-of-way. IZ� �Q --CONST. MANHOLE "B" PER CITY STD. NO. 511 . 2�-'�• 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 - p3 t /� CONST. 6 ' HIGH CHAIN LINK FENCE PER COUNTY OF SAN BERNARDINO ROAD within 0.01 foot of sub-grade elevation and at not more than 50 foot % F.S-/200,63 I�� ',oOD N DEPARTMENT STD. NO. 300 . intervals. Additional paving stakes may be required by City Engineer A ! 1 as needed at warped or vertical curve areas. 2 zr�� / } b� . 6. All sewer, water, electric, gas, phone or other utility laterals, o--CONST. 1 1/2" THICK A.C. PAVEMENT. �� 5- mains, or crossings shall be constructed prior to paving. 1�e 7. Compaction tests of embankment construction, trench backfill, com ' /7 pacting original ground and all sub-grades. shall be performed at no 1 .�Q` _ _ , \ /5 /, •T,�l,.G ,B,C/C,�,ot/�MO,�T�C,e�G�/� / E.4. cost to the City of Rancho Cucamonga. A written report with these 0 FS. =/ 42./7 'I-r /STi��,�CfrOA?jr A��i��G�jj compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. 2�-20.00 8. At the completion of paving, a materials report shall be submitted to E�t/O 57"X 3B ' ,� y 4' S p -+� o s /7 /N57AII MY4V5 PUMP MO/7EL WNRA /O-Z3 5eWAGE PUMP FQ K/AL/t/UT CAL/FO•eA111 .7/789 /202./�/,v� ,, )$ �� i2 �,1 !l//Tf/ 30 FOOT�OGf��.e COiev (OSP APi�.eOliEO EQU.4 L the City Engineer. Lasing all tests or determinations completed to ', /. � ti0 JrEGEP,�/Oit/E�(7/4) 595-5/Z2 verif_ stability oil content and Gradation of asphalt Paying /8 IAI.STALL 3 "STEEL O.PA/it/ L/i(/E TO BE .SEC!/. yPLY FASTENO TO L.F L'O//C.PETE ST,?UC TUBE o an Savin a materials report shall be �� / /9 L'O�t/STR!/CT JU�(/CT/pit/ST.QIJCTU,PE PE.P ,STA/L O.4/ 5NT. /OF 3 9. Prior t installaticn of y paving . P o- submittea to the City Engineer. Listing all tests or determinations completed to verify: + sieve analysis and sand equivalent of - FENcE 7 /X/STAGL ME/16CI-A4 Gl55 11A1P aa�e0Z1A1.05E.e///CE^EOESTAL /E.A. aggregate base. _ J( _ _ FO/Z /50ZATEo A.eEA5 •$(//7.41 ZOAMP TH/O PoGE BREAXE�P�OR APS,COVED EQUAG� iP/l„yT OF iY.4y OFFOOT�L ,BL l/O. i 10. Paving shall be performed in accordance with R-Value and Pavement testsP05E0 2/ IA157Aa /.5"� 6O.vOL//7- FO.e POlt/E.e CO.eO 2/ G.F. taken to determine structural sections (prior to final plan approval) ���: / / 57" x " C.Aif,4.,,O 11. When improvements are to be placed on native soil which consists of a Cez VTQCT X*7ZTO PUiyP Ti��lit/S/T/O�t/ STi�!/CTU��' ST.�L/CTa,QE /(/OTE5 rocky material, the sub-grade shall be prepared by removing all rocks /. CEit/TE,PL/A/E OF/it/LET SHALL ,BE O,,/ .PAoiuS OFMA/N STORM ORA/il/• which protrude above the sub-grade and all voids or depressions shall OR:FA111/G /A/7-a T/NEMA/.V STO.e" oeA/N SHALL f3E T/,/E O!/T5/OE ` be filled with a fine grade material of a quality better than the native - 'aU�G'E'� SCALE ' / 4 O14METER OF T//E IAIZe-T P/PE PL U5 Or[/E /NCH M/.V. OR 31A16'V material. X/MUM 3. Bv�C�I ale e111111-7 SWC-:1 OF eO.t/AIESCTOR P/PE -,Z 415,,l it//Tf,/ 1AIAleA' M�1N L/NE 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant O.G7' S!/�?FACE OF �Y,,4At/L/NE f/PE. ROUND ERIE O.� registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly VA2/E5 CO�t.'C.eETE /OE O•P .PE/�t/FO•PL'EO COrt,'C.eETE �iP�. CLASS aG"Msirfi�� applied at the manufacturer's recommended rate for the full pavement 5.75' 08. 067' VQ /E5 &P 4;7' width prior to paving. 2 T04?5' 13. Estimate of quantities is provided by the Engineer only for the con- !oO••RC venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any `lI i item of work required by these plans which is not specifically listed 0 oAt�EMEyAR/E5 A.C ,c/T 0 in the estimate of quantities shall be considered as included in the h v /.O'To4.42 z o 4, L `r IIVTE/r?rtCT7GYV other items of work. 13 % 0 0 ►/<I Q/E50.0'T05`� MII = Z /N L./NE TJON DINT 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 nor NdtErPlTf -4- F•--- shall be constructed at each intersection. b T?v'?FZA6-C4Ee 660T/ON 0-P O5rrNOtrJ15. Cit approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. 1� �P ' (Tyo/CAG) yp,PjZpA 7,4Z_ Upon request the required plan revisions shall be promptly submitted to �I�IJ fir. risT/O�/ �l _ ,/ (1TYP/CALF �OC1NG OF cC. / /V f! i'! 1Nc�r Ply G the. City Engineer for approval. - - NoT TO SCAG E 16. Work site and exterior streets shall be in a neat, clean, hazard free, vvoaA Krer WI &,WJ 4fO-G t[?�O- _L „3.. D p GONGItETL� OK GOM/'AG>' SdIL L.E L' orderly state, throughout construction. Site shall be cleaned upon >b PEUT/vE DE/v3/Tr REOsv � or XGGIf/CST/oN3 ; � � OD M/N request of the inspector. - /2.0/ 17 Native soil to be scarified or ripped between median curbs A.0 F'AdEr�EivT OG7' 5.�5' 4.25 ' - ,_� d4urFitt prior O.�7' O.G�' ��- '°f5.PE-BA,e CF/2 0�' vNa�sTtnr�� aPT�v� • to fill placement. .4.e.PAIiE.N A \, D aoroV vE=.er/e,4Z_ y' SECTION 147_5 ?Yet eE�nr.- 4'SLEEIiE � AL •O' 18 Contact underground services alert as required, two working days = - - GpRL,P prior to excavation. Phone # 1-800-422-4133 . Provided for your TAAezl WALL PAR/E5 .` O.O'TO O.55" convenience are the following. 36"X7• �o'RCP hti 0 ..MA-, 1 N �C PAl/EMENT A. San Gabriel Valley Municipal Water District Mr. Bob Stallings (213) 969-2718 for Base Line road construction h I T,,FAcE N•T.' S. 3"STEEL /oE (T YP/CAL) 5ECURL Y�FASTEA/O 1 B. General Telephone '(800) 422-4132 TO CONC,fETE for underground service ST.eUCTdRE ,� �� CL`VM�R�KO��`�r Sk' SCOT OR yt'M A ; �"r � i C. Southern California Gas Company (714) 798-7739 �P., �. 0 cu57D.o9Jy�� VIA. HOLES toNAt•O G / 1981 W. Lugonia Avenue SECT/O.t/ O-� _� _ ;•�, Redlands , Ca 92373 .� f3- - MIN"�* -- - !V SECT/O�t/ - \l � D. Cucamonga County Water District (714) 987-2591 �t/OT TO SCALE - ___ _ lu 9641 San Bernardino Road Rancho Cucamonga, Ca 91730 - j 4.e'OA!/EMENT /�Ik'AG. PavrMrNT 5Q E. Metropolitan Water District (714) 593-7474 .00aaaaaa-aaaaaallaLi �.• BOTf/ I�E�PT/CAG �i' GMP R/5ER DESCRIPTION of REVISION P.O. Box 54153 .4 k Tye/Cq�TA L J p. G.M.P 1LcE FooTi�//GG k 57",x'38'" .,i•: s OATS APPROVE Los Angeles , Ca 90054 O.M.A.P lc.�, ,. �� s 0 � � 1/AR�E50.2'T005' uF 2 o¢ CITY f RANCHO CUCAMONGA F. Pacific Telephone Company (714) 999-563910W Alwy ARk G. Southern California Edison Company (714) 983-1746 FOOTHILL BOULEVARD . 422 North Second Avenue -- Upland, Ca 91786 �� '' ;, GONGOETE ORAEjllO eaVEG coNrxr7c-SFoonNGI¢ WET QROfESS1 O,y PARCEL MAP N0. 11341 iL P• 1� a � or 0ul�IaIN6 ORFIGIAL TROWEL 10 12RA/N �° �tlof, MASTER PLAN S.D. NO.-6h 9,33 ° �`` ``s�. X40�� 19 The final or surface layer of asphaltic concrete roadway pavement 'i �`'ti• VICINITY MAP shall not be placed until all utilities & utility laterals within Iti 'v s;.a.� W � No. 14 14m SECT/Oat/ -C PRA1N PIPE RISER /aET�11L p, ,� rn TITLE SHEET the roadway have been installed , all on-site improvements including $ --------.----------- -- -�1L Ex all grading have been completed, and all unacceptable parkway and �voT To SCALE roadway improvements are removed and replaced to the satisfaction of �/ ClV1�- a APPROVED 8YATE the city engineer . PRIVATE ENGINEER' S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 4jE 4�� k --- - -- -- - - NOTICE Of CA GTY ENG,NEER RCE N 2 397 20 On the interior streets where sidewalk is adjacent to the curb, the THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHALL VERIFY ALL DESIGN A UA OCIA7ES, INC. RECOMM DED installation of street lights , street signs and fire hydrants shall STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- CONDITIONS AND DIMENSIONS OF SAN BERNARDINO COUNTY be located behind the sidewalk. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AND SHALL REPORT ALL DIS- /�G .8 a NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CREPANCIES TO THE ENGINEER CONSULTING CIVIL ENGINEERING CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE PRIOR TO THE COMMENCEMENT DRAWN AND LAND PLANNING SHEET 545N. Mountain Ave.,Suits 105 PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OF WORK. 9�Sy. UPLAND CALIFORNIA 91785 �./ OF NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PHONe(714 q�-2�i4�1 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CKECKED RCE No /¢e/_� DR ING N OF THE OWNER OR THE ENGINEER. TE 2 FILE No /26-8 s ; BENCH MARK : 1 4 s i BENCH MARK N � AT THE NWCt 1 F O HAVEN AVE i -? t t t t t - W 19TH ST. , 44 FT. W. a HAVEN f 83 FT. N. 19TH ST. SET 1 �I Q , I ♦ 1 + t t t, DRIVE PIN W/C.S . TAG IN TOP l . i 4 + 4 + f + 4 AT THE E. END OF A HEAD WALL W � FOR 3 24 CMP--ELEV. 1430.686 b 1 i v • 1 t f 4 i 3 1 i N � 1 /2/O D ti i Gj �, f/�r 4+'•�IEJ✓F-4r0 �.0� . ,fi Q t 1 '� ' - t ' t �- 1 ♦ f - - - -- 11 116 4j x ' oh f I \ ! C.FS' Qiov �5�3�'Fs. R�i� \� n �i b �1 �1 \ : - ��E✓��P�� � � 1� � ; Qio►�=�/./C.F.S.�OEI�ELOf'EO� � V � .�� � � 4 Q � � � � � � r \ >lPioo 52 7L!F. �/NTE.P/GtJ 4.ot7=z6e?7 C F. ' (G�`l/ELOPEOJ to t ltj � � 'ti. � �` � \ `� � : /8 '�C P.-• /250-o '1• 4 4 � � � 0 � � � \ � ` � 4 - 1 4(OE-VELOPE4) N 1. 0 1 4 - ` !L�7iGoF�»f�S=�2T'�/./%CO.FO.5�, (/�/�ESP/MJ-- ---- ---- -- - /Zoo_- _1 _ � ---- -- -_ - - - - -- - - - - Q i BO 7 C-�- S �I-OE-I�_E_L__O__�- � i,� ____----- -- -__�__�_�� - - - -1 - - � ` - i •\ ti ti \N N CO�(/5'' 700.PROFII�_E 57 s8*" SL.A HOt. _. . l� F. ---- --- . -• -- - - - C/�� t�✓�T'�i'!I�iJ�1'!�7 ' '.��.+VERT.:1 -4 1i fi rt /00 99 98 97 LAT. ",,0 LJ1�� LA T 0#�4 /2) x Ya/4) 0 MA MaX - n 01, ' INSTALL 60" R . C . P . -�� �---✓ ���-� uu'�� CD�t/ST.��/CT/O�t/ �C/OT�.s v INSTALL 4 2" R . C . P . n : INSTALL 3A+" R .C . P . `NI o s d1 �j INSTALL 2¢" R .C . P . INSTALL 24" C.M. P . tz INSTALL 57" X 38�. C .M. A. P . �FUGGYP<lI�EOJ W h INSTALL 24" C .M. P . RISER N DEBRIS r G 9 , 70 AND DEB I .A E PER DETAIL ON SHEET 1. w i 0 01 CONST. JTJNCTTON STRTJCTT.TRE "A" PER CITY STD . NO. 508 . Q CONST. MANHOLE "R" PER CITY STD . NO. 511 . CONST. 6 ' HTCH CHAIN LINK FENCE PER COUNTY OF SAN BERNARDINO ROAD ^ Q , N 0 DEPARTMENT STD . NO. 300 . CONST. 1 1/2 THICK A . C . PAVEMENT. \ CON 5T. 18" R,C.P. -�, \ N o — -�_ _� (/209 1� OQj �./2//� /9 CONST. JUNCTION STIZCICTdRR E PEDETAIL 5HT. I OF 3 o% o� O D� ti� �1. o � h h, Z SEE 7-4/Z �. x C/209� /►ph G' O GATE r h � T t� --— T S/��� �' SQ¢� - —�•2¢ DESCRIPTION of REVISION DATE APPROVE Q s,�T ' o�Z3 owe CITY of RANCHO CUCAMONGA w► BoUG�-y�,�o FOOTHILL BOULEVARD /o �OOT�/LL I PARCEL MAP LA0. 11341 In MASTER PLAN S. D. NO.-6 X (-5TA TE //A/Y. FROM STA. 95+54.83 TO STA. 100+80.00 , 9 APPROVED BY DATE �' CGTY ENGINEER RCE N Z 3 7 OQQOFESS/py�l DESIGN MADOLEAND ASSOCIATES, INC. RECOMM LADED �tlON y9ac^� �G OF SAN BEANARDINO COUNTY txcA S CONSULTING CIVIL ENGINEERING No. 14 1 DRAWN AND LAND PLANNING SHEET 0mrExp. 9 / 549 N. Mountain Ave.,Sults 10-s .42 UPLAND CALIFORNIA 91786 2- 0 *S C * PHONES{714 qq� -Z9401F f4rEo� cA�oa�a H.ECKED RCE No �'¢ DR IN G N0. L'�T)' TE FILE No. - i o zH aO d m N Z = 1 � ww � %n wacn03M Q V� p �C W W • z A C7 p w Z D � HH � -+ z x a W Z a z aW 8a ' Ulu V H \ o a I cj Q ow QUA z ° • sw I �- Q O A J z V w =_ r- z z 0 .o Q o 0 Z �_ • H w r O ,W.3 QC W 0� vi W - z HH Wh- V zNW W Z WUw W Hb w o aC:)Bz � W WH � � xHOIt V k' � LLJ O a. z p y � uj J �iL,6 i+l a ac a A c A Q O v Z ;) 1 p a m zoo �z to h � z Z Q z W _ � a� ai . + Qhs' Zoe N �Q/ z a w dU. o `L .\ moi.. O 7 a � _ Q . . - �. (!) m W - O -- v cv cv �I Q }- CA �"• 0 1 � �C � � xaaaV � w � � w � • > z o � Z EE U V N R O 6\ �1 A-�,4 V-11-$L— d .i._..� _--{---- ---+- V 10 -44 I � I V � o � V i � ��- � -I I -}- -�- -I -t i Q �i��✓ .�A'D1 .LO/Y1�0if�'h'`✓ Q 4.._1 -4 ...�. _.i....1. . �' - � Q 0�/Y/01/Y/0!✓�� Q!10/Y I � �Jd /� �G-�2 N 2 -7 -1 1 -7 \ j ,10 l� �I ` V . m '- i - ,�41 I i I I I