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HomeMy WebLinkAbout11491. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction (Green Book), 1985 Edition with 1986 and 1987 supplements. 2. Public and private utilities and substructures shown hereon are from available record data. The Contractor shall be responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall be responsible for any damage as a result of construction operations. 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two working days prior to construction or regarding any problems: So. California Edison (714) 986-5861 So. California Gas (714) 798-7739 General Telephone (800) 422-4133 Cucamonga County Water District (714) 987-2591 Chino Basin Municipal Water Dist. (714) 987-1712 Metropolitan Water District (714) 593-7474 4. For inspection and survgy,work for this project, the Contractor shall contact the Public tibrks Section at 989-1862, Ext. 312, two (2) working days prior to the required date. 5. A permit shall be obtained frau the City of Rancho Cucamonga, Engineering _ Department, prior to any construction or encroachment within any City of Rancho Cucamonga easement or right-of-way. � t �5-- 6. The Contractor shall notify the San Bernardino Sheriff's Department, the CCNSTRUCTICN NO'!'ES 1 Foothill Fire District and any affected school district, 72 hours prior to construction indicating any detours and/or road closures. &-- Const. 6- A.C. pavement over caripacted subgrade. ESTIMTE CF QMWITI£S 1. 20,580 S.F. (772) Tons A.C. pavement. 2, 17,718 S.F. Remove ex. P.C.C. pavement. 3. 1,642 S.F. Remove ex. A.C. pavement. 4. 23,822 S.F. (313) Tons A.C. overlay. 5. 118 L.F. Drainage wall. 6. 2 Ea. C.M.P. inlet at cult'. wall. 7. 1 Ea. Concrete collar. 8. 1 Ea. Storm drain clean-cut str. 9. 1 Ea. C.M.P. outlet at block wall. 10. 188 S.F. Remove ex. P.C.C. gutter. 11. 444 S.F. Cross gutter and spandrel. 12. 106 L.F. Remove A.C. berm and salvage guide markers. 13. 106 L.F. 8" A.C. berm and guide markers. 14. 640 S.F. (6) Tons A.C. driveway overlay. 15. 453 L.F. 18" C.M.P. (14 ga.). (D -Remove ex. P.C.C. pavement. -j 3O. --•-Ranwe ex. A.C. pavement. 4a. -Const. variable A.C. overlay (0.10' min.). 5a. -Const. drainage wall per detail Sht. 1 of 2. 6O. -Const. C.M.P. inlet at ex. culy. wall per detail Sheet 1 of 2. 7a. Const. concrete collar per detail Sht. 1 of 2. 8O. -Const. storm drain clean-out per S.H. Co. Std. 208. (X & Y 3 36"t V 3 5.21) 9a. -Const. C.M.P. cutlet at ex. blk. wall per detail Sht. 1 of 2. v�0}-Remove ex. P.C.C. gutter and spandrel. 11 Const. P.C.C. cross gutter and spandrel per City Std. 308 (mod.) �Ramove A.C. berm and salvage guide markers. Const. 8- A.C. berm per City Std. 303 and install salvaged guide markers. 'C J Const. A.C. drwy. overlay (where necessary) per profile detail Sheet 2 of 2. &-Install 18" corrigated natal pipe (C.M.P.). 16 Header grind pavement to a depth of 0.10' below straight plane between lip of gutters. ©7 ------ Header grind per detail sheet 1 of 2. V/C//'J!f /Y1a rvo/o scale RIVERSIDE 31LUEFRINT • RIVERSICE_ CALIF. E/. 89 DO �f ,PdWyi.S. Co„S��c.c. qua/ �� • 1�✓i�ti �ar5 d /3 o c. �o Ex. Cu/verf In ver/'% �f�-��Ex. Pa✓�� T I SEX. Cu/vcrf 1Na// -----� S'eclion 0'5,Pra;,7,L,, Wa/ Delail no f o scale Hellman 11 vqJ A. _% , �k N 1;\� N. ti hNh N N hN� 1� m5 OM M N �� p V _ Ex. Wall /-*¢ gar / Over C•M.P. Ix.Inver% 9 -Air/ove as /recess -y ar�d ReConsfr�cf' /n kind �`Pry.c. C. Aran lrCMP 8ec4ior/'A A"1rJVert box Culvert M v scale_ /SEX• IWO// of Aa X, cu!✓eri. /Cn+o 1111'r? Cry,..) IV, _Tg/>ca�rx•eyl.Dlad /10 o sca e It tt R11 G r-1 * u4 �iu h � � -�-- 77-- ". _J�'�"' � /8"CMP "j, , ��-V- n(/4ga.) ' \b i .Pemove- Ipler��rri%� Vl I ConC. Cap � � Prop. -� der sect. CM.P. /a'c. ,Pdw P✓rnf T- -� 1X_L Caao. CaPCMPbina/ - ' ... cont. Cap Per Sec/ Log. nc� 5'ec T On net D Sta e, not to sc Ave) o, /0 -Z4 t`�, •, `; ' , I ti GX. AC, IcaZY v/ �- - - - -�' �i ^Fj(• C7v�Br 17 �ee�ion NB -B" Header Grind OBAai/ - 'leo o e - rip 710 scale, N\S ve v,3 4 q v N v \'5 .S'ca/e : /" ¢0' 33'C2 443 �-- _A I fer ule Tyoieal gee&w ,4 / v (72• B¢)Tc, C7/• 79J Lip I 2 /4 r-� r• r' - _2 - ETY ILII v �) j 144- ' L 32' ,y, 5 ^ I II -I JI N HELLMAN AVENUE \ DAT E /o // APPROVED BY ETY OF RANCHO CU C AM ONGA PLAN AND PROFILE N HELLMAN AVENUE \ DAT E /o // APPROVED BY / R.C.E - CITY ENGINEE ETY OF RANCHO CU C AM ONGA PLAN AND PROFILE HELLMAN AVENUE \ DAT E /o // APPROVED BY / R.C.E - CITY ENGINEE r �'-� Exp.Datet � DESIGNsRUOMmend i � r� �� K.N.L. Civil E�ne,�/Land sunna", rnt �w /dave.,7 Casnr ierea C"Ier 9033 Xwe" venue Svife /00 .1 fzLE. DRAWN s SHEET G.A.C. Raneho ell en,�o�Ca/i/oraia 9/730 re/ePhcne:4l 989-3922 �' '^`"�`" % OF 2 CHECKED, DRAWING NO. Kenneh -Lin-v3il7leR.C.E.203009/ole /89 1-3 V4.F 11447 iN�. Dater File no.r SLI5587 _. �CCn h mac h Prep. E.Y'�/ev. 41, �t i \� u zfri u %� / �°�` v '��`►��. v \ V� Dyv Profile Detail ! N a ^��� kz .19/1!. rot fo scale as , Q♦��.a��1 a�3 i o�� p ��y �� y ,� 0 ��� 60"1 I 5 A 5 rb.5'ca /e : P-401 � j^1J�� awl I EX. Cv/vert No le . e rAl x.aZ,-/, e tHn ova/Ex. Z't f. GU // 3 i� 7D� fo 2 % _ N �'-j _ 3 P )� DO CS .Pemair�� I I I Cfo ?err�ain TYy/Cal Sec fion I//C/17/ 1y NQlo, �` ColjSlr✓efi0vl x/o fe s . \RECONST.OF BASE PAVE-L--Jl Z.iCA" 2 3 MENT BY OTHERS. F 2 frorr! Sic • 3f00 Jap ,S'�Q.2¢�00 %VrO/CCI .��C7�i0I'J x`'24"Guy/er �V,D/GQ� J�PC7�/OI'I r�o fo sca/e Frvm 5�a 13 /Z,GSfv Sia. /9t69 From S/w. /969�lo S/a. 23 fa0 nod �O sca/� no f fo .scae RIVERSIDE BLUEPRINT - RIVERSIDE. CALIF. CITY OF RANCHO CU C AM ONGA PLAN AND PROFILE HELLMAN AVENUE DATE' N1V 87 APPROVED BY R.C.E 22397 CITY ENGINEE �'�'—`- Exp.Datel DESIGNS LINYII.LE Rmi 0 e� K. N. L. Civil Engineers/Land Sun> a", rm-m �n "lee. ► �� 3 ao3s,yaYe„r�:�� movie /00 SHEET DRAWN Q. A • C. Ray�' o CutamQ ctj Ca/err, is 9/730 CHECKED, DRAWING N0. Kenneth N.Linvllie R.C.E.20300s/Date W l Date= '0'''g' File no., U15587