Loading...
HomeMy WebLinkAbout1566 SENER4 . NOTES 1. All work shall be done in accordance with these plans, the City of J HILLSIDE RD. Rancho Cucamonga standards and the Standard Specifications for Public Works Construction - current edition, including its annual supplements I of ammendments. Contractor shall be familiar with and shall be responsible for 1 (� I • 1 adherence to these standards and Specifications. I I I DQtT 6 a, _ 20 COMMUNITY TY TRAIL r MtIVATE 2. All pipelines or substructures of any kind, telephone or power poles, I II ( I MTRAIL RI �G etc. shown or not shown on these ( I water meters valves fire hydrants, 1 1 1 PRIVATE � - - a adjacent areas where Ions within the right of way limit, or in � g Y !� , . 1 III I ve replaced, relocated or protected PP n ark i to b done shall be removed,F roveme t w s e P P eP in place as required at no cost to the City of Rancho Cucamonga. 3. A Contractor performing work on this project shall familiarize himself I I III 0. S Any P 9 P � 121 with the site and shall be solely responsible for any damage a to existing I w facilities resulting directly or indirectly from his operations, whether or I not such facilities are shown on theseP Ions. w III ( I ( , 4 A G I � 4 TYP. G 4. A permit shall be obtained from the City of Rancho Cucamonga Public Works l I III ( CL Engineering Department prior to any encroachment or construction within City of 1 e I I ( CONCR � CL WA= -� Rancho Cucamonga easement or right-of-way. <II I I I � � ]l Pavia stakes 1 0. 0' MIS 5. all be set b the Contractor or En inerr. .J / All rade stokes shall g g I ' �..� g Y I � � N.G. � BANYAN ST. N 1. 0 14AX f pavement points within 0.01 foot of 1 _ shall be set at all hinge points, edge o pa p I 27t mit sub-grade elevation and at not more than 50 foot intervals. Additional 11 A / I I I I � � max. paving stakes may be required by City Engineer as needed at warped or '• .: vertical curve areas. I v.l II 1 3 t EAVU g. All sewer, water, electric. gas, phone, or other utility laterals, mains, or •• 1 1 crossings shall be constructed prior to paving. I I1 ( I 7. Compaction tests of embankment construction, trench backfill, compacting -� I I I I /� * t orlginal ground and all sub-grades shall be performed at no cost to the City d l I I I SECT I ON A-A' VICINITY I�I�� ��� of Rancho Cucamonga. A written report with these compaction tests shall be �`si 1'. I I I (N.T.S.) submitted to the City Engineer for approval prior to the placement of base •s I I) I I SCALE: 1 4 materials and/or surfacing. I I 1 S. At the completion of paving, a materials report shall be submitted to the 4� �I III•. . . .. City Engineer. Listing all tests or determinations completed to verify I I I•f stabilityoil cer+tent and Gradation of asphalt paving. I Ih f I 1 EAST'G 9• Prior to Installation of any paving, a materials report shall be submitted to 112' City Engineer. Listing all tests or determinations completed to verify R-Value, sieve- analysis and sand equivalent of aggregate base. I I IP5 _ 10. Paving shall be performed in accordance with R-Value and pavement tests I I ��� 6. MNE If UP �� ~ _ I � ra rovotaken to determine structural sections (Prior to final plan ————— EXISTING ELEYATtON 1� 11. When improvements are to be placed on native soil which consists of o 11I •• PROPOSED ELEVATION material, the sub-grode shall be prepared by removing all rocks I III 1 • ~ 6' ~• ` STEATiIF'G WALL •. a _ which protrude above the sub-grade and all voids or depressions shall be Ill 1 •• �.''' =~' • �• ' ��` DEEPFOOTING filled with a fine grade material of a quality better than the native material. II '• , •� .• , '• ' '�; • ..' o---�--CUT LINE I , . .. 1rIM"i�R �1i� MED 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilont registered III ( • ', •. , :• FF fikiS>•tEQ FLOOR hE.P.A. r use under A.C. and P.C.C. shall be uniform) applied at the 1 FG FINISHED GRADE b the E P Y P y '• vin I II 6' PINE a FS FINE SHED SURFACE manufacturer's recommended rate for the full pavement width prior to paving. II 13. Estimate of quantities is provided by the Engineer only for the convenience of FL FLOW LINE I III the developer, the contractor shall make his owr determination of construction TY�E IIS 11 ��'r"r � 1G 1� OF ORATE quantities before submitting a bid. Any Item of work required by these plans III TW TOP OF WALL which is not specifically listed in the estimate of quantities shall be considered as I II I 12' PINE �N•T'$'� I TOP F�OOTiNG included in the other items of work. . INV. INVERT ELEVATION I I ' 1 . 14. Street signs per city of Rancho Cucamonga Standard Number 401 shall be • �� I III 08 GGRADE FLOOR be constructed at each intersection. I i Fp HlMl POINT 15. City approval of plans does not relieve the developer from responsibility for the -- - -- �1 '• 1` I I �I i 1 U.S.O. UNi)ERSIDEWALK DRAIN correction of error and omission discovered during construction. Upon request, I I �. . , I ReRG HT-OF'N-WAY 13ACK OF WALKthe required alar revisionsshall be promptly submitted to the City Engineer for c.�.F CHAIN LNC FEN CE approval. 16. Work site and exterior streets shaft be a neaean, hazard free, orderly state. I I mo- _ (i DRwY EXISTG 1 t•'L �� E throughout con>rtruction. Site shall be cleaned h t, d on request of the inspector. III II;:; ::.� I I (WOOD �� CF CURB FACE • •' • ........... Catch Basin 17. The final or surface to of asphalt concrete roadway pavement shall not be I �o�G C/B Y� 1 EwSrG DEFLECTOR placed until all utilities and utility laterals within the roadway have been installed I II ( `3� I I 1 C.B.W. ....... Conk. Block Wall All on-site improvements completed, and all unacceptable parkway and roadway I II i C & G ...... Curb and Gutter improvements ore removed and replaced of the dtrectic'ri of the City Engineer. . ......• 1 service Alert U.S.A. and obtain a di •y'>< �k`' : .•� I'�' CLF Chan Link Fence 18 The contractor shall contact underground ( ) g 1 ,�ti CONC. ..... Cement Concrete Alert number in con junetian with issuance of cit s constructk)n it, see Note 4 1 III 1 perm i'I � III •�I / �— —� EX. ............ Existing hereon. The contractor shall notify U.S.A. (1-8422-4133) at least 48 hours h Y ' R.W. Retaining Wall advance of any construction octivltletR that may effect any underground utilities. I II II 1 •I G�11 II, � 'i <�Ol I � .�• W.F. ........... Wooden Fence "0 DAM MUMMAL WANK olsniICT 1 I I I ���oIII / 1 � .j —' ..— — A{Sfd A*CldiD AVEC!I' I I III I ' �:� II _ . EX. Structure r.O. Box 01117RAMCNO C><ICAMIfAR CA. !17'2f 1 I I I I " ' 61 �' E5 EQUESTRIAN AN ST'G PRIVATE / 10"o ... III / a ... Tree, Diameter !09 �7—W41 O I L`L1' k DRAINAGE EASEMENT c � I 22 ' 22 ' I I� � � ,� � � � TELEPFIONE I I ,,•I •� / /- ' oEwrw tnrn� oar-,uAr 1 3 3 ' / ..... 1400 L PWi_rss )LVD. ^ II sm"`ac PO sm sw. vuw Street Light (MWAIA. CA. 111117111116l 409 "2A I III oR""w1r+c No. 37s I* LOT 4 ELECTRICITY i I ( 6 I I✓ ,1 I r44 7"1 REM AVt4R1E I ,I 3 , q ' EXISTG PRIVATE , . CA. lzsa! I ti�' I 26 i �, 4I7-4)80 I I I L '1 I k 27+3t! Q ower — b } — DRAINAGE EASEMENT I I 9MrW" CAL111IF011111004 OU 00. I I I) I I (27.95) >' , / \ 5' PRIVATE DRAINAGE !10 M. 9I)CLI1 Avrw-q •� � � EASEMENT WrAW. CA. !17!*-3111111111'f ON _ __ _ ..o. log► 97 - - - — , . PAL o1rAs. cA. 1177i I 7 I I`• _ - — _- -"��r - / - _ - ---•--�-' � I I� 21+09.2. \ 5 8 �T— — �";. I , . --�— C� COLWTY WATER DISI T (CCWD) 1 I 1 27+03* E owr / _ - ��// y �r�T7u er,d srr.)1 6 !!41 >w+ Aawa I III III; •, 4 �s �� `rye `ti6n 3 �s 0 �kh 90 W, aUCAVOICO. cA. 9173a-ecus — (sa) _ — - - _ - - - ,A'' 89° 07'12"9 I III ,e�°� (•:. • , xlsrc -{�25}— — — — — `e, J a. ;•' w STG COMMUNITY TRAIL 1 I tii:: . DRIVE APPROACH `�/ LEGAL DESCRIPTION BENCH MARK: II ` EXISrG PRIVATE 20'-0" TO BE DEDICATED 0 EQUESTRIAN ESTRIAN 1 2 " EASEMENT FOR COMMUNITY TRAIL PARCEL 2 OF PARCEL MAP 5981, IN THE CiTY OF ,I I I •;' 1 — _ _ — — _- _ CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA THE COUNTY OFSAN BERNARDINO, I I ( .;.• . r— BENCH MARK NO. 65 CHIS. THE STATE OF CALIFORNIA, AS PER MAP RECORDED "o" NORTHEAST CURB RETURN III ,y6`o IN BOOK 62 OF PARCEL MAPS PAGES 15 &16, IN THE BANYAN & CARNELIAN; I • tis• OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. ELEVATION: 1726.36 � • I I I:II•'' °•I CITY CONSTRUCTION NOTES OWNER I II ( I•�f•� , ) ' DESCRIPTION OF REVISION DATE APPROVED 1 CONSTRUCT PVC FENCE COMMUNITY TRAIL SH & CH DEVELOPMENT CO. CITY OF RANCHO CUCAMONGA PER STD. NO. 1010 A CALIFORNIA LIMITED PARTNERSHIP (DCONSTRUCT 4" DECOMPOSED GRANITE 2558 PALOMINO DRIVE COMMUNITY TRAIL PLAN GRADING TO BE PER GRADING PLAN COVINA, CALIFORNIA 91724 I ( III ' I III CONSTRUCT COMMUNITY TRAIL PER (818)339-6289 ; 1 III III PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: ���C E L MAP 590 0 CITY STD. NO. 1004 I II I II I The existence and location of any undergrMmd utMles or structures shown on Mese plans are �, J 4 CONSTRUCT COMMUNITY TRAIL VEHICLE GATE obtained by a search of available records. To the best of our knowledge, there aro no existing utlTties 't _ / WITH SIDE ACCESS PER CITY STD. NO. 1006—A I v 1 I I II 1 A�Q except those shown on this plan. The contractor Is required to take precoutlonory meesvres to protect �2 -9�j (PARCEL 2 6 II I p the utilities shown and any other Imes or structures not shown on these plans and is responsible for the I I Q protection of and any damage to these Imes or structures. Y �� 6 REMOVE EXISTING FENCE 20't 1 I I I ( I III .�' APPROVED BY DATE d CONSTRUCT DRIVE APPROACH AND OVERFLOW DEFLECTOR I I I) SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR: CITY ENGI NEE C. E. NO, � �' � I I R. 1 Contractor agrees that he shall assume sole and complete responsibility of job site conditions during the RECOMMENDED CITY STREET PLAN DRAWING NO. 375 1• I ( III I course construction of this project, Including safety of ail persons and property, that this requirement DESIGN SAMPSON 8 ASSOCIATES shall apply continuously and not be limited to normal working hours; and that the contractor shall defend, YS T STREET LIGHT BY SCE PAID do COORDINATED I I II Indemnify and hold the owner and the engineer harmless from any and all liability, real or alleged, In 4689 ROMOLA AVENUE 1 INSTALL 5800 L excepting In for liability arising from the sale BY DEVELOPER PER STREET PLAN DRAWING N0. 375 ': 9 III III I connection with the performance of work on this project, ep g y g SH T I I ( II , negligence of the owner or engineer. DRAWN )U VERi1E CALIFORNIA 91750 II —�S (909)599-8268 1 OF 1 8 PRIVATE DRAINAGE FACILITY TO BE INSTALLED PER GRADING PLAN 1'• 1 NOTICE: -.-. 1 I I I II C tr ct shah } all d(tl s and dimensions and shall report all discrepancies to Me engineer CHECKED >sORANVAD L SAn� 1!C.= Aw. IAT DRAWI NG NO, j 111 pr�or �o ` ie commencbment`o><'work DATE :02-05-19" FII.E NO. 1566 I I I.