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HomeMy WebLinkAbout572 &STlMATE OF QUANTITIES /TEJM QE"tPri 1v uv/T AMAA S 1 . Clearing and Site Preparation Lump Sum L.S. Incl. Misc. Removals. Excavation and Gradinc L.S. See Gradina Plan f 3. 0.20' A.C. Pavement 43.317 .F P er Typical Section BANYAN STREET * 4. P.C.C. CLxb a G ttg F /,505 L.F. Per Std. No. 116 5. P.C.C. Curb 8 Gutter 8" C.F. — 1,831 L.F. Per Std. No. 115 SHEET 3 6. P.C.C. Curb Only 8" C.F.) 32 L.F. Return Only 7. P.C.C. Spandrel 138 S.F. Per Std. No. 119 . P.C.C. Sidewalk 17-477 S.F. Per Std. 109 8 302 9. P.C.C. Driveway Approaches 1,716 S.F. Per Std. No. 128 10.04� Conc. Block all H=32" L.F. Per Std. 301 a 302 27 19 12 11 H . Conc. Block Wall H=5'0" 791 L.F. Per Std. No. 301 12. Street Name Signs P er Std. .303 a 303A 13. Street Trees 15gallon) 54 Each 14. Ad ust Manhole to Grade Each } 1 _. 15. Sto S .�, 26 21 i8 w 13 10 p � n3 ��h 16. O. /O A. C. Oyer/o3, 570 S. F. W IW IZ W V >1 (n 25 a 22 i7 14 3 W� } = 10 ' o y1 a 24 23 16 15 8 a Z - W -MACT NO 913 1 INDEX MAP . Cn W T 61EHERAt. N 0 T E S h W • 1. ALL VW SiMtt tE "IN I'M AtC"DANCE WITH THESE PLANS AND THE SAN SERNA""If COUNTY 11'A11 A"I AND P"tr1C1<T10N1. . 3 [ _ W t. STREET MMRKENS PER SAM SER ANDINO COUNTY M. M. M i IM MALL GE CONS11MCTED AT EA& INTERSECTIGN. k S. ALL PIPELINES OR SW STRUCTMS 0F ANY KIND AND TELEPHONE N POWER POLES, iiATER NETERJ, VALVES, HYDRANTS, M. "WR W KIST 1 SHOWN ON THESE PUNS WITHIN THE LIMITS OF THIS SUBDIVISION M IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO DE DONE SHALL ..s Q BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. ' S. TWE RESPONSIBILITY OF ADJUSTING MANHOLE COYERI, PAVING REPAIR ALIS PAYING REPLACEMENT IN CONNECTiIIIIII Mi TN ""11111911 SEWER AMS MATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF TWE OWNER, AND SHALL SE ACCOMPLISHED 10 COMPLIANCE WITH COUNTY SpDINApM. I. WREN CM DEPRESSIONS ARE PROVIDED FOR DRIVEWAY!, COMPLETE SRIVMY CONSTRUCTiOW Mi LL K 11"tM IN ACCOnA1ICf. wiTW COUNTY ROAD DEPARTMENT STANDARD DRAWING M. in AND RELATED SPECIFICATION. SCALE I~ �x i. ANY CONTRACTOR PERFORMING WORK ON TWIS PROJECT SIMLL FAMILIARIZE NMRVEtF WM iNE SiTE 00 SMWLL K SOLELY RESPORSIOLE POW ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY 01 INDIRECTLY FROM NIS OPERATIONS, WHETNER OR NOT SUCH FACILITIES ARE : 4f sr. SHOWN ON THESE PLANS. r, t. SNADING ON STREET PUNS INDICATES A.C. PAVEiAENT TO DE INSTALLED. r TRACT NO. G. A PERMIT WILL SE RE@UiRED FROM THE SAN BERNARDINO C617111 ROAD SEPARIMNT 1'k10R TO An EN CMMENT of CSRSTRUCIIGW ""IV THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-Of-MAY. x 9137 f 1. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM An ESTIMATE Of NAN'TiTITS. 10. ADEQUATE STAKES SMALL BE SET BY TWE ENGINEER TO ENABLE TWE CONTRACTOR TO CONSTRUCT TWE TIM Ti THE PLSIIwool . . SUB-GRADE STAKES, DRIVEN TO TRE PAVEMENT 399-61M ELEVATiN, SNALL SE SET NY THE COIIT'RACTOR OR 10610M. YNE Mll 111WL MANDARIN AVE. ,-- ••_-} 11SE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT Of SYS-GRADE ELEVATION ANO AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRION ' F TO PAVING TO PERMIT SPOT CHECKING OF SYB-GRADE BY INSPECTION PERSONNEL. . � LAK;Lp7IA AVE. � � iZ. ALL BAS, SEWER AND WATER IGAIRS AND LATERALS SNALL SE CONSTRUCTED TO EACH IMITIML DOT, PRiOR TO PAVING. 1B. COMPACTION IESI OF I MANKMEIIT CONSTRICTION, TRENCH BACKFILL, COW CTIMG ORIGINAL DEOUNS, AMD ALL M-6R` M diMtL W M- r FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL SE SUBMITTED TO THE CONTRACT, APIRIOOT AVE. - - _ ADMINSTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/0R SURFACING. Fk7AF l C ISIDEX 5CHEDULE O Y2• 1G. AT TRE COMPLETION OF PAVING, A MATERIALS REPORT SHALL SE SVVITiED TO TRE CONTRACTS ENGiNEER OF TRE SAN BERNARDiM CNiNTY RIASG�h s� Avcnue �.QDEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. n an �1fr�G� 5.5 (A) R-VALUE, S1EVE AiALYS1S AND SANS EQU1VALENT OF AGGREGATE BASES. LE" *E' �o Slrce+ 19) STABILITY, OIL CONTENT AM SIEVE ANALYSIS OF ASPHALT SURFACING. n 4.5 16. MNEN MALT CONCRETE 11 PLACED ON NATtVE NIL wHiCN CONSISTS of A ROCKY MATERIAL, o On Aycnu 4.S ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH AA FINE GRADED PREPARE OF A A QUALITY BETTER THAN THE NATIVE MATERIAL. MANGE ST. i Vrlfrry Mai SCALE: I" = 500' _ VWIAt NOTE FROM WMATE V4151NM TO OSNTRAC II j ,WNCH AAA RK- Contractor agrees that he si I assume sok and c+owyg4ete resper►s� ob fil ity for Let 1 ewxhttom during the course of construction of this Project, including safety of all person SAM SE'2 lAIMMO -COVUI Y' 15.M. *A - 235 1 and property; that this requirement sh211 apply continuously and not be lanited to normal working hours; and flat the Contractor shall defend, indemnify wW hold the Owner and 1 C1415. "0" AT Mr,tEiz OF QETLJPIJ OIJ the Engineer harmless from aey and all liability, real or alleged, in connect with Bhe ! , ` , performance of work on this Project, excepting far liability arising from the ode neei- � W.E. COTZ�IER Or AMETNY5T gVE�IUE . F : Sence of the Owner or the Engineer. { . AW 15ANYALI 5TVEET EAST. ELEV I&SF.7Z ! x t,/-?/7 GCE No. 7344 j FON ATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDiNO IMPROVEMENT PLANS W. o. No. ST "E" STREET ROAD DEPARTMENT TRACT NO. 9137 IO, CALI F, 91764 �; , APMOM 9Y 86- 5818 . _ INDEX MAP. GENERAL NOTES nL.E roo. ate« MI 31 N . � AND ESTIMATE QF QUANTITIES RCE 7 WTV JMARAVY"10" APPR DATE VOW - SET -...L_ Of ....4 75-660 - _-- .-.,-.111,11 .11,---- ...- ,_..-- -111----I-- I11._.-1111---_.-... ....,.-_. _._--.,.__...--- ___ __..... _. ,_. . --- -- _ _..__a- _. a_....._» ,_ 4. _-.. ,, _., _a_.._ a _ a. a. . a.. w _ 11 ; _,+ a ,,, _ tp ....__.�._.-.a... a_ ....a_._.._, _,,_.,.__..._.-..-.___,,_,..w+...--,.-,_a-. ,.:.. {..a,.... ..«..r.....«1111 1111».t .. ......__- •«F__ ___,....._..-s.....:_w»....,. i..+,.a-w+_._a.•+._a_}�a.+.....a....«}+..-,-Y-.a-«_ ) I • ._ + . 111 -- - - - �- - >.__ <. . -----.-.1._-1...,..... ,:._»-...,..,. 1.- a-.,--.-.,,_.-q+-----.--I-- ._._._,.,",, .._...._l �.....---.- _-_.«1.1.1..-- 1. > ....--..1 _-.1-- 1111_. 1111...1111,. , «111 _ _+�_ ._. _ .... ..r...-.-w,.....,.a_a_._a._...,J,-..._,.a,..»__.a,.a-._«...«_.,._._._,...e-....-..-p....-,.__,.._...«__..,..._._.__--a r,..»_ _.. 1111 ,.___..... «1111.»1111 v ._. .._- 1111,..1111._, _.. _.. _...,_.«. r+n. 1111__-. +..1-rr._..-a., -_.-<-1111 t ' 3 }_-._«,:,..-..._.;..«.-__+1111-_.,-111«1.. „_:�..-r T �,.a l-1..w.f..:.,.. amu,,.r..}+.w.a._.++1111-e - + r+««+._' 1111,.,.... 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