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Home My WebLink About1434 f !✓E.f T Ct/�PB 90— reP oma- E� 1%f'r1v� / o // -� 10 - -- - - - . Q GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT' CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY I V 04 / 1 / - CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. PRIOR TO PAVING. 00 �^ = 2, ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE METERS, VALVES, FIRE HYDRANTS, ETC. SH06N OR NOT SHOWN ON THESE PLANS OF THE DEVELOPER, THE CON- ACTOR SHALL MAKE HIS OWN DETERMINATION OF ). WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMEtiT WORK CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF \• AT NO COST TO THE CITY OF RANCHO CUCAMONGA. QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. n TOP AF fX/.tT//ve 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 { i4/EST /"1E,01WAI C14//PB WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING SHALL BE CONSTRUCTED AT EACH INTERSECTION. FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SH06N ON THESE PLANS. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY I TO // �// -i 1 O FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. I �'/ 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPLY SUBMITTED TO THE DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CITY ENGINEER FOR APPROVAL. 1 / CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT. CLEAN. HAZARD FREE, 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST SHALL BE SET AT ALL HINGE POIh-f5, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF THE INSPECTOR. / OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL �y PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR 17. CONTACT UNDERGROUND ALERT 1-Soo-422-4133 AND THE FOLLOWING UTILITY ( / A / VERTICAL CURVE AREAS. COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. -100 6. ALL SEWER, WATER, ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS, MAINS. OR H A \ �► CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. *T �+ 7. COMPACTION TE_SI OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL. COMPACTING EQUESTRIAN FENCE NOTES ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TFSTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT THE EQUESTRIAN FENCES SHALL BE LOCATED PER THE FOLLOWING CRITERIA: OF BASE MATERIALS AND/OR SURFACING. SECTION. • FENCE SHALL END 10' BACK FROM TED; H.C.R. OR PER RECO%Vn DATIONS OF TRAFFIC 0- J / / 0 / 8. AT THE COMPLETION OF PAVING, A MEMIALS REPORT SHALL BE SUBMITTED TO THE I t l� �� f �1 10 a CITY ENGINEER. LISING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY \. / • FENCE SHALL END 2' TO EITHER SIDE OF ANY FIRE HYDRANT, UTILITT ENCLOSURES, STABILITY OIL C01�TEt.T AND GRADATION OF ASPHALT PAVING. t OR CLIMSINC UTILITY POLES. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL K SUBMITTED TIIP OF E /sT//DC7 p / 9' FENCE SHALL END 1' TO EITHER SIDE OF ANY STREET LIGHT OR UTILTLT POLE. } TO THE CITY ENGINEER. LISTING ALL TESTS OR Df' ERt'INATIONS COMPLETED TO VERIFY SIEVE ANALYSIS ADD SAND EQUIVALENT OF AGGREGATE BASE. FENCE ON STREET SIDE SHALL END 5" TO EITHER SIDE OF DRIVEWAYS AND 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TRANSVERSE MEDIUM BROOM FINISH CONCRETE APRON. TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) ApD�ONAL FENCE SETBACKS FROM INTERSECTIONS MAY BE REQUIRED PER TRAFFIC 1 / SECTION. S 0— _ _ _._ _�._.._- »_-.- _- . . ,, _. .- _ __._ / .. _.- �1 0 0 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. / r } BENCH MARK CITY BENCH MARK N85 CHIZ "" "" 0 S.E. CURB RETURN. SOUTH ENTRANCE TO CELOM ( 09 O - COLLEGE. EAST SIDE OF HAVEN AVENUE. ELEVATION : 1688.751 I ,�ROFILEL S�CA`LE. � HORIZ. ��=40� - / VERT. 1 =8' 2 3 240 - 261 2 2 X63 264 265 497/ C5' ♦�.f - p5' 6S' ev r.C. 4 � I � I 6 vc. F ES./C iNG� /1E0/!!�✓ Y i Its Ems. CO�c/C .T/OE�v.4l.t' *' It G„• G„ I �� EX e1 G. Opp✓E/`yENT � ——— CO.VCiPETE EX. PCC MO!✓ .rT.r/I� l CX ��.lJ S/OE!✓.pC K I — — ——-- — — — — — .__T_J I L� L .qT LEFT E,� CONC s" rsEO/o,vN C B t� � TYPICAL TRAIL SECTION TYPICAL SECTION FROM STA. 259 + 55 TO STA. 26 +71 HAVEN AVENUE STA. 259 +76.94 TO STA. 261 +71.40 ON ` I4;0. 011 e. k b k oI 7 11V I j �!✓ J V L `-- E� coNc .sioE�✓.v��r — — � p � TIJ�lE TttAN31TI0N NcTfb: PlCloe to ntEvJ CorISTftuGTloL4 A �TORIT NSSPrrcTlo�l 1Y,1 11 ANO WuMUJTATI0n1 of EX15TMJG AI�!EA C0AI01TiW6 II,` — �X. co.✓c c�•PB E �u rrE,e v 1 SO SHAH aCLuQ wITEI THE NEY�1 CnJTrDQ rJTil IUSPI CTo(e ►\ \ G,1 (� ANO GTY I,AANIT&I WCE hfrnfATAi1V . AT THIS PonJT + • a * ' `' t 3 w E.A/E�9ENT ' '� r ` Q 3 THE, CRY mAwTENANCE, REmF_5ENT4nvF, 5NALL bE h a b o b b e o e c Ear rsE-o/4.v cdRB d r'(' ft5ENT To CAP oFF E�51)QG i&GATial AT TML w ? r a 1. cv ►� °� Z a � i. ti 1. a W 1 UAN51TIotd AREA. THE. WW CnWT12AGT02 BALL LMoUt � f ALL OEcoMPO5Et7 GD.An1ITE, Cd�CRET'E MDv�I �If, �cl DESCRIPTION OF REVISION DATE CITY \ A L @ _ — -_ — A V CuLTIVAZ CwPACTtO 150IL AT TAIL eEaAWU- APPROVED ASA. CITY 1JIAWTE AMCE SHALL bW ADDITIONAL � - - - ----- -- - -- - - -- --- - -- - -- -- 'ft`r "T`°� "� ��'° �'"�°� �`� CITY OF RANCHO CUCAMONGA P,o✓E.yENT CONSTRUCTION NOTES PARKWAY IMPROVEMENTS AO INSTALL STREET LIGHT - 9.500 LUMERNS. H.P.S.V. BY S.C.E. TO BE PAID FOR AND % COORDINATED (THROUGH CITY'S TRAFFIC SECTION) BY DEVELOPER. QUANTITY ESTIMATE BO REMOVE EXISTING DRIVEWAY CONSTRUCT 6" P.C.C. DRIVE APPROACH PER CITY STD. �1 HAVEN AVENUE A STREET LIGHTS - 9,500 LUMENS N.P.S.V. 2 EACH 305. W = 2j', X - j' WITH TRANSVERSE MEDIUM BROOK FINISH. ` _�Jj (PARCEL I P.M. 7451 FRONTAGE ) CO REMOVE AND RELOCATE EXISTING TREES. FROM 6 59.2 3, S/0 WILSON AV E N U E B REMOVE AND REPLACE DRIVEWAY, W=23', X=j'(MIDIUM BROOM FINISH). .580 S.F. DO RELOCATE BACKFLOW DEVICE TO OUTSIDE LIMITS OF TRAIL. TO 465.55' S/0 WILSON AV E N U E C REMOVE EXISTING FREE. EACH EO REMOVE EXISTING SIDEWALK WITHIN TRAIL LIMITS. D RELOCATE EXISTING BACKFLOW DEVICE INTO PRIVATES PROPERTY 1 EACH APPROVED BY: DATE: – OF REMOVE AND REPLACE PORTIONS OF SUBSTANDARD/DAMAGED P.C.C. SIDEWALK. �QUss E REMOVE EXISTING SIDEWALK F RIGHT-OF-WAY . . . . . . . . . . . . . .12 L.F. Qe 9� CITY ENGINEER10 R.C.E. NO.� — OREMOVE ALL LANDSCAPE IRRIGATION LINES AND SPRINKLERS SYSTEM WITHIN PUBLIC �� S L• SqN F REMOVE AND REPLACE DAMAGED SIDEWALKS. . . . . . . . . . . . 80 S.F. (EST.) RICHT-OF-WAY FRONTING PROJECT. �� Cy?'C DESIGN RECOMMENDED �, 2 PFEILER 81 ASSOCIATES V.V. o,.. G REMOVE LANDSCAPE IRRIGATION SYSTEM. . . . . . . . . . . . . . . . . 1 JOB HO CONSTRUCT EQUESTRIAN TRAIL FENCING AND TRAIL SURFACE PER CITY STANDARD AND CD � m G.N.H. SECTION SHOWN HEREON. N0. 29663 �D 612 N. DIAMOND BAR BLVD. N EQUESTRIAN TRAIL - 12' WIDE . . . . . . . . . . . . . . . . . . . 375 L.F. * Exp,3-31-91 * DRAWN DIAMOND BAR,CA. 91765 SHEET IO EXISTING TREE TO REMAIN I EXISTING TREES TO REMAIN. . . . . . . . . . . . . . . . . . . . . . 7 EACH O INSTALL 5 GALLON CLUSTER OF WtACHYCHITAN POPULENOS PER HAVEN AVEVTJE MASTER J'f9lf Civil 0�� T.A.G. (714)59 •4 77 1 OF J 5 GALLON CLUSTER OF BRACHYCHITAN POPULENUS PER HAVEN PLAN. Of CA��F CHECKED DRAWING NO AVENUE MASTER PLAN. . . . . . . . . . . . . . . . . . . . . . . . . 4 EACH M p - R.0 E. NO 29663 �� O rjmvE EXISTING "NO STOPPING ANY TIME* SIGNS (R 26 5) AND O //y$T,gLL N05TOPP/NG.4/VYT/iL1f 5/G/Y'�'r/PP6510/t�STiQEETL/G/y1 CITY DATE � FILE NO 9 35 K STREET SIGNS (R 26 S) 2 EACH SALVAGE POSTS TO CITY YARD.