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HomeMy WebLinkAbout764 _................. , 1 NTESZS�Gt"i orl c�P P.�i YAhI all� c1�1ZZh1 EL.1 AJ�l >zETv Ft ly �T �L� ..._ Ct--4lS1✓L�rfl "'[]"' 111 ORl'�1' � r� CF 13.x. GVCZ33 , 1860 GENERAL NOTE5 1ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARDS AND THE SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR AD- t N i HERANCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, I, _ € 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 B DOVE SHA L BER MOVED, ? , , ry I -}•1" N RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST T� THE CITY �F RAN HO CUCA- i s MO ' ? NGA 3, THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING -} O .! I C, ,� ; uL REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY w i ' ¢ . AND LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THEO NER I 111 J ( SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. _W 1840 1840 4. 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 r- DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS, N - ; } x. J. V 5. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, , - BE INSTALLED. 6, A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT HM H YRANCHO, Z ( •� �j• j PRIOR TO ANY ENROAC ENT OR CONSTRUCTION WITH CIT OF CUCAMONGA EASEMENT z 'I• € OR RIGHT OF 'WAY. ' . 7. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER, 8. ALL CURB AND GUTTER FORMS WHERE GRADE IS LESS THAN 0,404'0, f � � • � � jn�, I d ttl ,( � ; x � �!0 € 9 I� THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH GRADING .SOILS , r 182 I IJ I w TESTS, INCLUDING reVALUES, SHALL BE TAKEN AND A MATERIAL REPORT SHALL BE PREPARED / k j I BY A QUALIFIED SOILS ENGINEER THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTIO € i G• d` XO } AND SHALL BE SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION, APPROVAL p € V O WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. I f I I 10, SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUBGRADE ELEVATIONS, SHALL BE SET BY THE M _ ` e I � • p � x � ti� CONTRACTOR OR ENGINEER, THE STAKES SHALL BE SET AT ALL HINGEPOINTS EDGE OF PAVEMENT f3�91TIQ� i I # POINTS WITHIN 0.01 FEET OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS.� T � Iq1 + t" f ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES I t z c { 1[1 SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION - U 7 PERSONNEL. 01 I $ h A LP to p ! Y N s T 11. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. Y • f { ( V � � � E CF �• ! I � 12 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING OR IGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITYRANCHO CUCA- MONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY 18 '` . ( r vG 1840 ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING I I I 7�J•oG 2 .OGS I € �P ,T-� �, � i'I=58:�7u =517 p� P { UR13 � ¢ I I s I g I 13. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. I a t 1 p € I I s ' LISTING ALL TESTS OR DETERMINATIONS C.0MPLETED TO VERIFY; (a) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. (b) STABILITY OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. + N I _._...`... . . .._.. 's t 1 } 14, WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. H OC E L. T E . SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE r o- I , I ? g AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. , - { PROFIcrE15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS STERILANT REGISTERD BY EX T j1 ' THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' d 4P `;CIJC2B1 � t+u _ S ... ...........a.- f .. ... - _ � tt ` s : I RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. . 16, ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FORTHE CONVENIENCE OF THE i r ( H 20 ; DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES • 820 " - V BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY,: LISTED IN'THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. Y 331 17. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES . 3; 22' II' 18, STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CON- II STRUCTED AT EACH INTERSECTION. 12.5 D Vc 19. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE COR- s- trpy +' RECTION OF ERROR AND OMISSION DESCOVERED DURING CONSTRUCTION. UPON REQUEST THE RE- 4 V ev . QUIRED_ PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 20. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, € �QUv (ow SG[�LE l\t=SOI THROUGHOUT CONSTRUCTION, SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR, '&•,p BSC.G b. 3: 1�2J�T11EiZ &% REQ D INSTALL_ C. G. PI<e. 90­tf_� SLr-_Vs S146'4N ,Lir-ta ;moolz, SMA- at"rY s-r0 N lac+ INS'rl�L1_ 3"A.c.�l-iA-rlve. ` ' `TYPIC&L SECTI O N s C�FtNELIAI�I S'T'RE 'ET_ o o ao o 2!x-50•So To 2.?4'd7,l Q� `�/ •v- O i; THOROUGHBRED STREET A� TRACT O 18 Z ZZrSv� v.ST %wz-r - of 9U, .N_D_r1E-s aNp CoNS'c'Rl�c'TIOt� No"Z'ES , 4' I N bE-S C FZ 1 P-r 1 O t-A gUAV-r IT`( UNIT I1 I I xv �W1 MI t k I CO KS[ o.Zrj' P.C. Pa�IEMENT OVER "tI mVE CSEE T`(PICA-L. SECTION A)A`c 1S•84 yQ` oN5 Q ' ` N �hyy`9> _ N Z CotyST O to AG. FE�T•�lE� ca.P I��� �,o� �� oti5 /�"' W r'A CONST. GU2E3>�GuTTt=_Q- 12 C,F, �r�24 GLITTER PER-C►TY STP. tits 3a4. S 5'7 L.F. �y 4) COnIsT- Pc,c. DR�vE dKoc�c.E1 PER CITY sT►� (y0. 340S 344 S.F, S3 xs ,�� AJ X xyD xoo ti� < M NN N REL_ocnTE Ex.MaII-So% s o J . M g 5 _REMOVE EXIST. P. c.c. CQ?_iz r•6 LF /Sc oIICE - I- N Grp PLAN W cal.4INo w �uzr3 �J� S S 2 ��G J ?,�� r �• co NST. GURB� IFN,2�_ ;ZI - 22 - _ 23 I" _ T24 N-44S d 0 2+ 4 I26 S Zl -- t•�' Ex.4c N13 I - , 3 REMOY� E%IST. Pcc.cu2g Y OWI `n 7PS� WALL PSR DETQ,(L_ C'SELOYV. Z�o.<eZ L• „N ?9 o�k� ., 4.D1UST 64.5 VALUE TO GRADE t vmFr 15U(A - ey, c.�. • �-_ RFEY. r. . n M4¢K_r'QC a� / g'• •!J1 J 4- y �v Mn ' - '' V '�G.3E��P'L.O..s _ WALL Altip` - H X IST. woo o 't•.. - .' _ �Z4, xp # RAIL.. ti=Etice �dLl oOF DR\VEWAr VVITII OWtI�R � IoeT WALL.. � � U EX. GONG. 0v_%vE.Wky Q� �Z �1X14,C7 l(� -�, _ - ;w)(, ta48.s +i�a�`'�`� ���\` �` V w IL Jl: ZQ. p X r x_� / \� 'aa3,q, /^ igy,8 .� 23oL t IL \ > IV • N� * � W ll_L51 E 2b. 9W Ip W �' '`' x ` ~� h•F ' C4 80 ��� _J it h DESCRIPTION OF REVISION DATE APPROVED CN_ U`r 10 N Przo,r�c,- It�t A - 1°. GIL qr �• v r `� CITY OF RANCHO CUCAMONGA PLiaCE -r"s EXtSTI.1C�4 GAS g _ EXISTING L�.REttA i �� (� 1P �C � N LINE. C©NT�G`T `-�4, Cbl-lF. E,Y,.. R�.'TAINILF1Ca V4A�L.- � E�•-\ �,9' � .d"} �, � _GAS CO. YP_lo[L 'i� EXGl�VATION. \ �- � N WILSO i a C-1141- g$a=9 ar -- --- ---- - 1642•(1 _ PLAN AND PROFILE CARNELIAN RET .5 , „ a�K t,N a�E 0� ZI°41 J !o Y d L= Z(0-42- 'T P �Q� a. X � EAST SIDE of m 5727 CARNELIAN STREET (1)KG.1151.K ►QTµ sT (STA . 21 + 50 . 50 TO STA- 27+ 23.60) Y MA NORTH OF WILSON AVE. 3�Iroo{ VICINIT P (V APPROVED BY DATE 'p CITY ENGINEE R.C.E. 23889 - L OYD, HUBBS �Z �F-CVL r PREPQREU FOR : ti GUiI£�Sm3v¢ 4 a- -a DESIGN REC M N Contractor agrees that he shall assume sole and complete responsibility for job i ,E site conditions during the course of construction of this Project, including safety of all MR. MRS. R(Gt•{Q.R D h"{A.RNEY_ persons and property; that this requirement shall apply continuously and not be lim- 5-T?--T eaRKE Lt4t�1 s-t•FZE.E.�' J.NA. WIl.S�fV, CIVIL ENGINEER ��"" `A'• '' DRAWN i SHEET ited to normal working hours; and that the Contractor shall defend, indemnify and AL--T 11 LOMl�-, c.A-. I-to l z 387 N. SECOND AVE. CI J_� t✓`t'41 � hold the Owner and the Engineer harmless from any and all liability, real or alleged, _ t3 UPLANO� CA. 91786 _L Ote CV � w�1T� in connection with the performance of work on this Project, excepting for liability (714) 985-2885 arising from the sole negligence of the Owner or the Engineer. CHECKED DRAWING NO- 9SPPLAsSt-f WALL- .;, ._ ., c1rY DAft3 BZ J.N. R IOZ/,2-1 7