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HomeMy WebLinkAbout1104 GENERAL NOTES, SPECIAL NO'T'E FROM r1MlwA`1'E ENGiNhEK 'TU I;UNT1`,t L:TQR BENCH MARK: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 1. All work shall be done in accordance With these pians, City FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- RanOF cIM ho Cucamonga Standards and the Standard Specifications for Public JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE= SEN01 MARK NO. 82. Works Construction - current edition. Contractor shall be familiar !KENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CHISELED •G- IN SO= CM with and shall be responsible for adherance to these Standards and HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE TURN, SOUTHEAST CORNER Specifications. OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OF HAVEN AVENUE AND WILSON ,OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS AVENUE 'i. All pipelines or 91&atrtsetULeS of any Rind, telephone or power Potts+ ;PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ELEVATION 1817.926 water meters, Valves, fire hydrants, etc. shown or not shown on these PF THE OWNER OR THE ENGINEER. plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protett0d in place as required at no cost to the City of Rancho Cucamonga. r 3 3. my contractor performing Work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to r j 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 Cucsmongs Engineertn'S Department prior to any encroachment or construction within City of � JCALE Rancho Cucamonga easement or right-of-Say. S. All grade stakes shall be sit by the Contractor or Engineer. Taring � am ESTMUE . stakes shall be set at all hinge points, edge of pavement points I9 �� 2 within 0.01 foot of sub-grade elevation and at not more than 50 foot DESCRIPTION QUANTiTY UNiT r3 � intervals. Additional paving stakes may be required by City Engineer as needed at warped or vertical curve areas. t8 (D CONSTRUCT 'S ` A.C. OVER 4 ' BASE................................................................ t 13,5$7 S.F. s of other utility laterals, '4 � 6. All sewer, water, electric, ass, phone tY e ins or crossings :hall be constructed prior to paving. @ CONST. 8 CURB � GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 303......... 6128 L.F. _ 8 17 +� ma 8 Lr 9r-1099- : 7. o9 ® ® 21 • 7. Compaction tests of- ewbankment construction, trench backfill, eon- CONSTRUCT CROSS 6UTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 308....... S9'70 S.F. acting original =round and all sub-grades.shall be perforated at no :--- cost to the City of Rancho Cucamonga. A written report with these ® CONST. DRi VEWAY APPROACH PER CITY OF RANCH CUCAMONGA STD. DWG. 305... Rt GE �� 1 ZZ 27 compaction tests shall be submitted to the City Engineer for approval SEE ---+ he placement of base materials and/or surfacing. (X=3*, W=161 .................................................................................................................... 76W S.F. i•{i=� C�N}•0 �' Jk' 34 prior tot p � N � • CUCAMONGA STD. DWG 301. 40 L.F. %,� 8 23 t4 AI a. At the completion of paving, a materials report Mali be sub. tted to �5 CONST. 8 CONCRETE CURB ONLY PER CITY OF RANCHO CUCAMO •-� . 7 G ens• 2.8 ,4 the City Engineer. Lising all tests or determinations completed to '`"' S11" 35 verify stability oil content and Gradation of asphalt Paving @6 CONSTRUCT BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. 405............ 72 L.F. Na 4 � ROAD • y ADJUST WATER VALVES TO GRADE. . .. .......................................... i3 EA. z s 4 V. Prior to installatici of any pavirg. a water tals report shall ••••••••••••••••••••••""""' ' submitted to the City Engineer. Listing all tests or determinations 8 REMOVE EXISTING BARRICADE. ........................................... ?2 L.F. :` Q E-•• completed to verify: - sieve analysis and sand equivalent o O -•••••• ••••••••••••............••••........•• ;2 Z •I 3! .�32� ® 36 O9 INSTALL STREET LIGHTS (5800 LUMEN) WITH EXTENDED MAST (BY OTME2Q......... 27 o _ d -y �rd aggregate base' EA. with R-Valve and Pavement tuts � EA. 10. Paving shall be performed in l'� INSTALL STREET SIGN PER CITY OF RANCH CUCAMONGA STD. DWG. 401 ............. 5 taken to determine structural sections (prior to final plan approval) '� SHEET P40. ( . to • 1 1 11 INSTALL TRAFFIC SIGN PER CITY OFRANCH CUCAMONGA STD. DWG. 402................ 3 EA. - 11. when wp.6vements are to be placed on etstfve soil Which consists of a TR. �;�. Cocky material, the sub-grade shall be prepared by removing all rocks SAW CUT AND REMOVE EXISTING CURB AND GUTTER.................................................... 91 L.F. 47 - 41 40 39 38 3 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' 1© REMOVE EXISTING DRIVEWAY TO ACCOMMODATE PIPE WrALLATION......................... t EA. 'a material. BREAK INTO EXISTING CATCH BASIN TO ACCOMMODATE PIPE WTALLATION............ 2 EA. 12. If the asphalt eorrcrett ti to be placed an sub-grade, a soils stertlant 4t L.F. registered by the E.P.A. for use under A.C. and P.C.C. shall be uniforalyr' CONSTRUCT 24' R.C.P. 1400-0....................................................................................... .appSTOOtA lied at the manufacturer's recommended rate for the full pavement 5C-R S EE�N�.5 width prior to paving. 16 CONSTRUCT CATCH BASIN PER PER CiTY OF RANCH CUCAMONGA STD. DWG. 502.... 2 EA. 13. [st2mate of quantities to provided by the Engineer only for the con- CONSTRUCT LOCAL DEPRESSION PER PER CiTY OF RANCH CUCAMONGA STD. DWG. 502. t EA. venience of the developer, the contractor shall make his own deter- urination of construction quantities before submitting a bid. Any l'� REMOVE & REPLACE EXISTING SPRINKLER TO ACCOMMODATE PIPEN5TALLATION... i EA. HILLSiOE _-_ ROAD Item of work required by these plans which is not specifically listed i - In the estimate of quantities shall be considered as included in the IS S=F-P-r 'TEES (M-nMAlT-0) 70 EA . other items of work. 14. Street stars per City of Rancho Cucamonga Standard 1%mbers 401 mad 402 shall be constructed at each intersection. - ---1 SClILE: 1•=200' .r►11's1RD RdtiD sive SERi IRDtt7o MTMW�I MST I %15. City approval of plans does sot relieve the developer from responsibility for the correction of error and omission discovered during construction. J upon request the required plan revisions shall be promptly submitted to the. City Engineer for approval. FARM 16. Work sit* and exterior streets shall be is a resat, clean, RaMrd free, 1 Ra° orderly state, throughout construction. Site shall be cleaned upon (ttRR1tR1 STREET { request of the inspector. V(il1ENDA 17. Contact all Utility Companies as recurred. 48 ho rrs ortor to excavation. STREET 10. THE FINAL�OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMEi`r �� MALL NOT BE PLACED UNTIL ALL UTILITY LATERALS WITHIN THE ROADWAY HAVf LSiDE ( _ BEEN INSTALLED, ALL ONSITE IMPROVEMENTS COMPLETED. AND ALL HILLSIDE RORD UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE PFMOVEO AND `� Z� .- C o REE < <<' KPLACED AT THE DIRECTION OF THE CITY EN6INEER. PP-_LE BEECHw00D bRtrf - - Provided for your convenience are the followint: WILSON AVENUE A. San Gabriel Valley Municipal Water District CHAFFEY COLLEGE Mr.- Bob Stallings (213) 969-2718 for Base Line Road construction S. General Telephone (800) 422-4132 for underground service -C. Southern California Gas Company (7114) 529-290 AN STREET 2191 E. Birch Street (714) 329-.7070 � 61 Z area, CA 92621 ��F`°FESS/4q -iD. Cucamonga county Water District (714) 957-2591 9641 San Bernardino Road Rancho Cucamonga, CA 91730 �e Ho. ME114 1:. Metropolitan Water District (7114) 593-7474 P.O. Box 54153 Los Angeles, CA lOOS4 NOT TO SCALE - ,�f. CAVI` �* ���CAlt4 DESCRIPTION of REVISION DATE PPROVE F. Pacific Telephone Company► (714) 999-Sb39 ,� , :. .� ,r ► � 60e xl►� CITY of RANCHO CUCAMONGA - Rio 5' 2�. S Vt.R1E5 1K3TZCE - vrat VARIES CONTRACTOR SH :, RR1 . ATRACT ' N" O. 12650m2 + CONDITIONS AND DIMENSIONS AS EXISTING DEER CREEK '�' /B• /t' '7' 15' .. I .I ' . • IZ' /Q' /i' Z• Is AND SHALL REPORT ALL DIS- TRAILS, NOT TO EXCEED 5:1 �UMTRUn q, , '� ♦� 5• EQUESTRIAN I • IWUESTRMESMT EQUESTR{AN[i TITLE SHEET ' 9' 19 9• 3 CREPANCIES TO THE :ENGINEER , PRIOR TO THE COMMENCEMENT - , oma, SLOP VAId" GRAVE SAM - LEY L/.t/E I ,f" ,te e• t� _ LEVEL L/A(E� oho' QF WORK. s'A AS EX TING DEER CREEK _ _ _ i7A1YLIGHT •y *� _�' _ _ Z�• _ - - - -- U"ROVEMENT PLANS • t=XIST.cRD � r RAI T T , EXCEED 5. -'; - - - _ . • >. .. TRAIL NO 0 E 1 LMYLt6F1'f I ... • EXIST. GRP. ,a t APPROVED 8Y gRrvATE E1�GrNEER•s MICE To COiCTOR ATE 8� _ J 'A•c• !' �JT.� i�G• e'crara f . o►� Q� e•►es� SLOPE VARIES, AR1tOf SAME' ` ' • otiex t e+a� IMMI6HT aac�T D ct" THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR •u,rct rr>r cnrer EXIST. 6RD. H S1DE .*uric f clrr� AS EXISTING DEER CREEK 1 'L16HT �;ITY ENGINEER RCE No zz;�� STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF s oO�� GRR�iNG it,��/o cLx_+�� TRAILS, NOT TO EXCEED 5:1. ExIST.Wtn DESIGN MAD0L 0CIATES, INC. RECOMMENDE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE o'er �'L• AIR ISO-" 1110 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE ' .CryavG"'L y 'TYPiCAL SEC"fION LOW sNG �rn��t �, TYPICAL. SECTION - Low S117E �_L. '�oNSULTING CIVIL ENGINEERS gyp, i• s CONTRACTOR IS REQUIRED TO TARE ALL PRECAUTIONARY MEASURES To Nt1GFl 51t)E GRADiN6 N.T.S. GRAD GFtA�ING AND LAND PLANNERS NES OR STRUCTURES N N.T S S. DRAWN 1aZ0 E. 16th Street SHEET PROTECT THE UTILITIES SHOWN AND ANY OTHER LI xy,.S.o fir Ir/,sso d'�S6 WS MNTAANA,CALIFORNIA!?101 1_ 0F5 NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION O A CANYON ROAD, %7911.10MMM Mur RapQUQf CEM LA� R� nn�!� . . . n+oN 714•835-M48 OF OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. R Q� �W1+ftly � � -- I4614 - ° ('��� ��� ��� C CC'CY ATE 9-IG -86 RCE. No OR AWING N0. mmul !IV's �0 �� OU° FIRE No. 1104 ._ __ ____ ________ _ _�,_.�..., _.R�-..=.• ___ ___ ____ ________ter______ _ _ _ _ _ _____ __ _ ___ __ '.. 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