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_ x`11 MA. ?L 0U �I I TEWAW, RIPTION Q11ANTI7? UNIT REMARKS 1 . Clearing 8 Site Preparation Lump Sum L.S. Includes Misc. Removals 2. Excavation 8 Grading Lump Sum L.S. See Grading 3. Const: 0.30' A.G. Pavement 1,380 S.F. Sapphire Street 4. Const. 0.25' A.G. Pavement Incl. Sub_qrade PrePerafion 32,978 S.F. Incl S/OPe Pau/n 5. Const. G. 10' A.C.Overla Incl. Feather ) 49 Tons Sapphire Street i 6. Const. F.G.C. Curb 8 clutter (8" C.F. ) 2,409 L.F. Per Std. 303 7. Const. P.C.C. Curb Gni (8" C.F. 126 L.F. At Returns 8. P.C.G. Driveways - (Includes Equestrian Drives 3,00ro S.F. Std. No. 305 8/3 i 9• Gross Gutter 8 Spandrel 1132 S.F. Std. 30809 -- - -- 10. Barricade I Each ><d- 404- 1 / . 0411 . Street Name Signs 2 Each Std. 40402 12. "Stop" Signs 2 Each Std. 402 _ - -- 13. Masonry Wall, I-1=32" 218 L.F. Std. 8// Clearance Markers (Type "L" 2 Each Std. 403 15. Masonry_Retaining Wall - Height varies 60 L.F. See Grading Plan /6. Consf A.C-Dike 37 L.f. $APPN/RE ,jTiPEET -$TQ 3/3 /7. ConSf P.C.C. Siodewa/k Incl Return w -earno DI-1VeweFy CrOSS1179 -- - _ 2, 721 S.F. fir- 57V. 305, 3/O 3// /8. Const o_33'499req®74e Base Inc% Sub rade Pr-eP4,ra-�iovn 1, 380 5.F SaPPhrr^e Stree7< /4. Cons7L P.C.C. Swale (E ues-Ar-ian Lesemenf Drainage) 4452 L.F. See 65raorrn P/ars 20. Masons WNL,_ , H=56 '(,?ear Lofs 11>;12, See 6r fdin P1dn) .437 L.F. 5-f-d 8// 2/. Masonry Wall) H=7Z"(Rear Lois 38(a L.F. Sid 8//, /nc% /o 5-�ePLbW17toy=36' 22. Temp. Chain Link Fence , H=&' 20 L.F. Rear Lof i/, See Cvradii7q P/an Z3. 12 Cons 0.25' Crave/ or S/09 Sur facia 6,46/ S.F. RearLOfS 8-//EqueStrllf? 4vnen 11 1� t0 t3 18 �,- P. 1 LI s , <� 14 iT n N _ GENERAL NOTES 84, 1. LORK "ALLKOINACRANCE STHTFEPLANS ADTHOFIAD RuaM STANDARDS AD SECIFICATIO .a AEF LIANNSBERESPONIORATOESPECIFICATIONS. CO1tTRACTOR S1iALL d Wig IS Ib ,r a 1' J' `� i. STREET MARKERS PER CITY RANCHO CUCAMONGA STD. N0. 401 i 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. JENNET11 _ __ STREET - J B. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY R ' ( ES PONS I B LE FOR ANY DAMAGE 1 TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. �a �ihaa - - v K. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. °L ( 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMNG PACTIORIGINAL GROUND, AND ALL SUB-GRADE SHALL BE PERFORMED AT NO 7 G S 4 3 2 ( a,.. ,'y COST TO CITY of 2ANCHOcucAM0NGA.A WRITTEN REPORT WILL THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION a DIVISION OF CITY OF RANCHO CUCAMONC4A FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. i. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF CITY OF 2euC14O CUCAMON4A EN41IJEERIN6 DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. INDEX MAP EE ANA LYS I �Bj STABI LI fY,101 L CONTENTS ANDDGRADA ION LENOFOASPHARLTGSURFACSI NG. SCALE: /"_.too' 7. A PERMIT WILL BE REQUIRED FROM CITY CIF RAMC40 CUt4MONC4A ENUtNEt: iNc, PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF R-ANCNO CUCAMONyA EASEMENTS OR R I GHT-OF-WAY. d. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL STERILART REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. I o SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER93 RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 41. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE NIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTIT;ES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. QUANTITIES GIVEN FOR COMPARATIVE BID USE ONLY, *ND NO LIABILITY IS CREATED THEREBY FOR FINAL PAY QUANTIT;ES. t n. CITY UkOVAL OF PLANS DOES NOT RELIEVE TRE. DEVELOPER- FROM RESPOkASIF lU-TT FOz COKPLECZION OF ERROR AND ONI155ION DISCOVERED DUKIM& C mSZEI,ICTIDI41 , U KEQU-S'T t � THE KE4WFF-D PLAN 9EV15lQMS SHALL SE PROMPTLY SUBMITTED TO TRE CUT`( EN60AEEP- F01Z A PPKOVAL. 11. WHEN ROADWA� IMPROVEMENTS ORE TO BE PLACED ON NATIVE SOIL WHICH CON515T5 OF A ROCKY MATERIAL, THE 5UB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GP-ADE MATERIAL " OF A QU4LITY BETTER THAN NATIVE MATE214L. THE CONTRACTOIZ SHALL PROCESS AND/OR MAY BLEND NATIVE SOIL WITH AGGREGATE BASE WI4ERE SELECT NATIVE SU134R4DE l5 INDICATED ON THE PLANS AS A PART OF HIS WO1ZK FOR SU13-67-ADE PREPAV-ATIOLI. j HI LL S1 DE ROAD A BENCH M R>I / SAN BERNARDINO COUNTY BENCH MARK NO.0 A243 CHIS. " 0" N.E. CURB RETURN, BANYAN AND ORCHARD STREET CARNELIAN STREETS. ELEVATION: 1726.36 Ju d.I VIN1VIAR AVE. JENNET STReE JCNNET STREET THOROU646RED ST. f • SPECIAL NOTE FROM PRIVATE ENGTN M TO CONTRACT Contractor agrees that he shall assume sole and complete responsibility far )ab site ROSEBUD 5T. conditions during the course of construction of this Project, including safety of all persons and property; that this regt)inrne,nt shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and TRAFFIC INDEX the Engineer harmless from any and all liability, real or alleged, in connection with the PUMALO STRI=ET performance of work on this Project, excepting for liability arising from the sole negli- Sa hire Street ` 7 Bence of the Oa,ncr or the Engineer. SUNFLOWER AVE. _ Jennet Street = S Peridot Street =5 4), ,C • J,41444 Daft /O-5-77 ILI RCE No. 21 104 CL a 4 . CITY OF RANCHO CUCAMONGA ASSOCIATED ENGINEERS FIELD BOOK REI`. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS w ° N° NE* K - REVISE PER CITY UPDATE STANDARD5 5, 5/a4 ROAD DEPARTMENT TRACT N0. 9539 ROAD NO. BANYAN STREET 316 EAST E STREET Designed By APh€tOVED BY ONTARIO, CALIF 91764 Drown By. k• 3a --)a GENERAL NOTES. VICINITY MAP FILENO. VICINITY MAF, ! , 714 - 986 - 5818 Chected B µ' d ASST ROAD COMMIS_ . NFR-fNGR. DAT AND QUANTITIES (09 1 SCALE /"* Soo' �'� _g �� /0-5_ 7' Rtcemmte+Atd By l CITY E (NEER, RCE. 23889 DATE R.C. E. 21104 DATE AR REVISIONS APPR DATE uN N R TMSHEET of 7(0-33 --,r..,.�..,�� __ ., I � I E � I , -,_-,y., 1111....., _ __^""'^f_•^#.-.+-.++.-.•r.•-,++i-._•.'_t_-- rY.- +-1..•. .,, --.« _ ,.r<_---+..•.-,-+-i+,._t-�-•..+-}..�+i..-.y...,..- +_..._»y.r .-H_-r._r.- ,t,_ I 1 k , 1 ! , t , i . , , .+-. 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