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Rc St Improve Plans 822/1 Thru 824/3 822/1 822/2 823/1 824/1 824/ 824/3
w 82 822/223/1 y lY � U� N lll lv co LO 4? X d7 _— `� iOo w'L.Y �n K N1 0 ��} LP LD cO0 6) - � u�iof �+ Q d) LU _ l(1 � PRoe Top oP WEST ,CURB r� 10 0 W' Ly 10CIDID IL ti Ek. FINISH SLSFv =AGE @ `X `oj�07o /— a k• 5 5 T W m v t4 D d) s to O LO _ 1050 �aGALES HORIZ40' 6 ? 8 9 I O 11 12 13 1 w SGP.LE P _ /-o' SIXTH STREET N SEE: SHEE-f 2lu W of Q0 9 9 9--4Mii1 le 0 v ds 6� �I 4•k-' ul F 1 w on 5 •d o 12' 32 I 32' I I l' po�j tJ �1 SQz I 0 ZW �~ 5W to di > 0'2-7 J i ti� x 6,� � � .� �Z F4 z 11 VICINITY MAP v Jjp I +h 4J�L`{ RwJ T' 34.70 gar am I„_3oo' Cn LL. LI m J I2 4 t a x5r �.P+� l x.rg"-A.�, c + ON m` N " 2 I �F�•� + +. N in TY P. can N oT A P,-,F,-r N o-r P hP �z`r III LUCAS RANCH ROA.D I1� 1II coo BENCH MARK Na'b K•K.SPIKE IN PQL.E #k ',-)TTT3E N,E,GOFC CPE-H -�'-[, AR^HI�ALD AvE. ELEV, I'001.054- GENERAL NOTES �. 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be familiar with and shall be responsible for adherence to these Standards and Specifications, 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown or not shown on these pla•.s within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any, damage to existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Depaitment prier to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. 5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all, hinge points, edge of pavement points within 0.01 foot of sub -grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer as needed at warped or tartical curve areas. 6. All sewer, crater, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction, trench backfill, com- Dacting original ground and all sub -grades shall be performed at po cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. S. At the cnmpletion of paving, a materials report shall be submitted to the City Engineer. 'Listing all tests or, determinations completed to verify stability oil content and rradation of asphalt 'Pavl09 9. Prior to installation of any pavin;_ a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: R-Value, sieve analysis and sand equivalent of aggregate base. 10. 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 a quality 'better than the native material. 11. If the esphalt concrete is to be placed on sub -grade, a soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 12. Estimate of quantities is provided by the Engineer only for the.con- venience.of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. any item of work required by these plahs which is not specifically listed in the estimate of ,quantities shall be considered as included in the other items of work. 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be const, acted at each intersection. 14. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval.. 15. Work site And extersor streets shall be in a neat, clean, hazard free, .. orderly state.., throughout construction. Site shall be cleaned upon request of the inspector. 15. Contact all Utilitv Companies as required, 48 hour- prior to excavation: r —� DESCRIPTION OF RE'dIS1CIN DATE APP. 3p' 22' 8, CITY ,OF RANCHO CUCAMONGA I vAFl1A�LE THItKNE59 A[. D`lELAY� ap , ,o a A.G. PLAN AND PROFILE VARIES I•I%-2.4-°/.� i2EMc�/e :�.X.H�' V RtEs � /A.c. PIKE WILY SIDE LUCAS RANCH ROAD CONSTRUCTION NOTES _a ESTIMATED QUANTITIES S'LY OF SIXTH STREET GonIST. oV21z 51, '-"e. 0,930 C3.l 4 Mw.A.c•cv �l�.f?:. Gone-T. on-T. 4`�2 AA(, ovelz '�2' P..a �2—�r_0J-_-rr• ell CuRa 15,m5o ar-. APPROVE BY DATE 7--U-Rx (:aiU-TTEIZ e rv. bwc? tie 3o3 a3--CotJS-Y, VA�zIP.BLE -)-{ {ICKNESro L.F. CITY ENGINEER: R.U. N0.2 0BO - TYPICAL SECTION A.C. O�%(r�� AY —Memo\ Ea r--x e+•G, bIICE (errs,) Icr [v15 5•F• —�cnoo L. DESIGN BY: JAY THIENES 81 ASSOC, R�COf�IMENDE 1�l. 9. r too SCAUE 5 COjQ E;'I' HANDI6P.P f2•P;MP PE•R Iz.c, 9--gyp_ pW6„ I.Io. 310 I E.A• a't""'T• 1246 E . BROADWAY cc E ;nri (1 , UGAS FZANGH FZOP.b 9TA fo+50.18 To STA 12 F82.co-i &---REMOVE EX•A.c• TQ— GoN'�7 UNDER 23tD3 S.F. DRAWN BY: LONG BEACH,CA 90802 SHEET PARKW6� t7RAtn+ PER R.c. S Cp DwCa 5a-7 Y/_4,51 OS----GoNs7 V. L,T. (213)436-5783 OF T I _ ? 950o LUMENS LIc7H? STD. FaK cl ry 5.c,p.57ANvAays Co EA. • • - (� GON57• Du ve w _ AL _AcN PEfb R.G; STv. P �Ca. No. �Cn GoNST GUIZVLINEA 3 E A. CHECKED BY: 1 I U L T -,ems, DRAWING NO. cam /} 1? 8 L L 5-ZO-83 - R SIDEWALK pElz. !?.G..S P. WG.. 30�+• _. �- S.P• DA E R.C.E. No.eeD649 l f , 13 14 15 RIOT A hF`E�T w _ °o ° + °o J 0 Ill + r+ u 63 + Q _ _ PER vWy. Ns 303 EO+00.42 51xTH 5T• - dl 13+49.18Luta.S FtANGHRD• II RR•FLA�iHER Rl r N� ILO Cr- . II _.� n I _ � r ' I g T- I �• [o3.Col F.L• I ��..I' .. v r �I �G.11c °a �I' .55' �s 21' 10 o h m^h♦0T 1JFho.Oo vR 1 Q-2 W �Col. F.L. K0 IF S 10 m 5 5 rIIII DIM Q Q `\ GONG. CHANNEL PFl, GR/{oIN1--+ PLAN W O W W T J j1j 0 11 o S r U V ' Otilll OL \ �^ d 6! F w -I. LLl w 1 m F O W. } p `R lfl 3 ui --9'tt ' r �- °� V 1 0 ol+w 9r K J Qo Ga In �v Z �Ja) r E I tru �I = z 1 =} �zz nr I of 1-> +� �1 ° +U m _: i" SS W rid 5 ct u = Q� ~J 1�11m � -3jp fl-b� S �U �w ,FUl K `t. 0 c0 °0 0' 2.V TV 9 x SIXTH STREET W ��wmo wI. °��z �Z 30' 3�� W ems $ tax _ LUGAS RANCH RID. � SEE. SHEE-T 1 O t 11 W U C ;0me—rPUc--f-i t\j NOTES C'TGotvS-r �.;,iZll�a.�.oVElz � �/2" H.t3. OGDN9T, eP E':Uiz6 equ-i- LEFL .PER R.G. STD. Vw4 1-1— 'O—CoNS'L: VARIAFaLE-•fHIGKIJESS A.C.. O♦/ERLAY �--REMOVE. Evls-r. all P,•G. DIKE TY h IC,AL SECTION ��-C:oNSY. Hn.NDIGorP RP.t;'1P PER M.C.S'TD DWCT. 1Jo, �10 N T.9.. ( -GO 5-j UNp ER PARFtW/•.Y Pwv,-lN teFz tz,c. szD. bwy I.(o. 50'1 W= 4:5' S1x Tt-{ 5712E ET OS GoNS?. 950o LUMENS UOHT S?D: hEl? CITY C.E. STANDARps T. L = 8 CON5T, GUIZVLINEAR-g oEWA K rF-k F2 G STD• DVJU 30q- - 6 40 c u FZV E DATA, I 05° 4.2' 5d, 1oo. 00' 'J. up, 4:35 2 OV 47' 5d' I00.00, 3 90°00' 00° 13.00, I1.57 ` 5.00 4 00°.o0' Col' 10.00' 25..13' 1(..00l 5 89°s,012'7" 35.00` 54-bb' 3410' DRAWING N0. TE 5-20- 3 R.C. E. NO, UO&O 8 t L FF 3 O U a i6 2a Iq U EXl?TIHG I � � E .15T HG O , X i r I&Z7 la-• � Irol6 -- --_ PROPosEa) 6j a TOP OF EXtSTIKG 5T•A.. 5t39,69 5TA. 7 5_ /6 WEST GUR6 P2� - 1620 r� W i 630 EX(sTIrlG �t' PROFILE Z � ' � I EXISTING � E SING o o 162; r G29 I XI T ? rt. _ PROPO- Erf7 O rrSED PROPos m v >) / Y' `?TA, .6+00 STA. B+Oa N Z c2 1620- 26 PROPOSED TOP OF EAST CURPa _ r- 2S/3 A. t. � I EXISTING ( .1623 EXITING, i ` F m ems., �' 1•-� PRopo5E1� PROPOSED om e o? FE AT EXISTING A C. R ERM 5TA. (D+5o STA. B+BO 6/8 °� m 162Q _ __ _ _te 1620 NOTE: QUARTER STATION ON NEW HALF STREET SECTION. - - I625 '_..� - - - _. _ To MATCH CyUARTE - 5TATlON ON EJCt`'•+TII'ICa HALT - CALSE _ .: NTHE FIELf),IoN. FLe-VATIoNS TO'BE VARiFIEO' S • NOR1zoUTAL 1"-4d _ _ PROPfisED VERTICAL_ 1-4 STA, 7400 5 s 7 8 g B.M:55 GENERAL NOTES OF'BoU C WEST f E RETURN oFSOUTNWESTCORNEIioF LEMON AHD L. ALL Worm SHALL f:E DONE II.1 AC'-ORDANcE WITH THESE pt.ANS ANF7 THE CtTy OF AMETH'lST. RANCHO CUCAMONGA STANDAR05 A.'O Sp c1EICATtotiS. ELEVATION i694.84• Z. ALL PIPELINES AND ' .'1BSTRIIC•TURES OF ANY KIND, INCLUDING TELEPHONE o2. POWBA POLE9; WATER MET .A3, VALVES, HYDRANTS , ECT. SFIDW N OR NOT SHOWN ON THESE GLANS WITHIN THE LIMITS a f, of-- AD .�Ac@NT To, THESE,4APROVEMENTS GAALl- F,E REMOVED OR RELOCATED AS R6C{�UIRED AT NO COST To THE. CITY OF RANCHO CUCAMONGA. S. THE RESPONSIBILITY or- ADJUSTING MANHOLE ANP VALVE COVERS AND PAVEMENT REPAIR AND REPLACEMENT IN. COrFNE•CTION WITH THESE PLANS WILL BE THAT OF THE OWNERS, i ENGINEERS NOTICE To CONTRACTOR 4.. WHEN CURE, D6PRESSlbN3 ARE PROVIDED FOR DRIV6WAY5 COMPLETE DRNF-WAY CONSTRUCTION WILL BS REgUIRED IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA. OIL--.JII �I I THE. EXISTENCE AND LOCATION -OF ANY UNDERGROUND 5• ANyGcNTRAC'0"- PREFORMING WORV- ON THIS PRO.IECT SHALL FAMILIARIZE HIMSELF 'WITH. THE l °ERE AND 5HALL gE HELD bOL6l.Y RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES - UTILITIES OR STRUCTURES SHOWN ON THESE. PLANS ARE - ' 05TAIN60 BY A SEARCH OF AVAILABLE RECORDS.- TO THE RESULTING DIRECTLY F- INDIRECTLY FROM HIS OPERATIONS, WHETHER. OR NOT SUCH FACILITIES F5ESTOF OUR KNOWLEDGE THERE ARE No EXISTING ARE sNoF1N ON THESE PLANS. UTILITIES EXCEPT 7HO5E SHOWN ON THIS PLAN. THE G. $HAOED AREAS INDICATE A.C. PAVEMENT To BE INSTALLED AS NOTED. CONTRACTOR l5 ROTE T T To TAIL@ ALL PRECAUSHOWN 7. A PERMIT WILL FIE Rj5gUIRED FROM THE CITY OF RANCHO CUCAMOriGA TO. ANY ENCROACHMENT ANY OTHER MEASURES IN PROTECT THE UTILITIES 5HOWN AND OR CONSTRUCTION WITHIN THEIR EASEMENTS OR RIGHT•OF-WAY. EXIZT:TC IGIB:3Cc EY--1ST. 7c Ifa51.3 ANY OTHER LINES OR STRUCTURES NOT :SHOWN ON •-_ _ THESE PLANS AND IS Ke SPOHSIISLE FOR THE PRO.- g• WHEN ASPEMLT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE -.-: TECTIOrI of NO/OR. ANY DAMAGES To THESE LINES SUDGRAOE F3HALt C8E PREPARED BY REMOVING ALL ROr WHICH PROTRUDE AfiOVE THE SUFSGRAOE _ OR STRUCTURES. AND ALL VOIDS OR DEPRESSIONS SHALL gE FILLED WITH A GRAOEO MATERIAL Of A QUALITY -= a : BETTER. TNAPI THE NATIVE MATERIAL. USE 5o1L -.TERILANT PE2 GREe:N FSCIOIL. REMovs 4 REPLACE IMPROVEMENTS--"" V E T M.N.: STA. 6+SO 1�.0 G EXISTING_..REMOVE A, REDLME STA. B+Blo:G9.� •`Q2` EF�ISTtNG PAv MEN 9.. COMPACTION TESTS OF EMPSANKMENT COHSTRUCTION,TRF3icH P1ACK.FILL COMPACTING ORIGINAL GROUND ,r hEGIN,coHSTRUCTICIN D EL. IG22.40 FIiD CONSTRUCTION �' 35B43 AND ALL SUES- GRADES SHALL P z-. PREF0zIAeD AT NO Cost TO TH& CITY OF I-ANCNO CUCAMONGA.. I EXISTING PAVEMENT' RTQ' A: I FERTHER.TOE%ISTWG H:M.OLSONi.ENGINEER P.E.NO. f .. ....:._ - .k - ._..... ,.. - 3h APPROVAL PR1oR TO.THE PLACEMENT OF BASE MATERIAL AN0/OR SURFACING. m+�- 539.G9'F' I - --� - �".,::, ..•,P> � �„.: � - .r. c„.n •- • ., w.v. ..-: - .,_ '- - s9o-:ee FOR RITiEH REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEE(L G.0 19�.Sb , -' i of"si TA 5+39. 9 `� '; oG F•:y<.: '•`� ` OM'�'-=' - 5..r.'Alfl _ ge-:..eu9Tma - r r -,--.. �., MA1fN NEW TO EX16iiN uRe SU G ADF STAtLE5 5HALL FSE SET TO THE ANSMENT 5UFSGRADE ELEVATION BY THE CONTRACTOR: JOIN T 5 G µi�;tYr s € I. T A 1N G TO PERM I P T N 10 {XtiL _x; - +..� •„ ,_,,.. ,,,,,,,_-y1630, "+ '. _-_E•EXISTING A.C. GUR6 INEER• SUf GRAOE STAILES SHALL. gE IN PLACE PRIOR O P V T S o TO Iam- _ v.fEAtNF� - 'Ft... ICe17.87 ` ` -:.T '': _ .:`� � `�� KERS CHECV-IN.G or SUBGRADE FST' INSPECTION' PERSONNEL. n INSTALL S.TYPE•I: MAR _ I ' ,.. {i. - :..:r _. :-,•: ... P.R (`IOT(CE. II. E'. SET WY THE ENGINEER TO sNA13L5 THE CONTRACTOR TO O. -- _ - ADECC�+UATE STAKES SHALL 5 .-- •- CONTRACTOR .SHALL VARIFY ALL. CONSTRUCT THE WORIL.'TO THE PLAN GRADES xb-x - ;1A7tH EXISt- CAN0ITIONS ANO pIMENStoHS IBU5 ' G x ¢ DRIVEWAY S AND 'SHALL REPORT ANY AND 12• RANCHO CU HE CAMONGA EN OF 6lAt1EERING DEPA2(MENT. LlST�INGT qL ATESTS OR D6T RMINAT oNCITY or- 0 _ ,. •n ALL :DES REPAN TIES T THE COMPLETED TO VARIFY; 7 'Lx PRO LT x ,,TA. 8+:52 POWER POLE LAN SCAPWG x ENGINEER PRIOR TO THE:. A. STABILITY, OIL CONTENT .AND SIEVE ANALYSIS OF ASPHALT SURFACING. COMMENCEMENT of WORK.. IN PACE � �„ 6: R-VAtl15,, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE (SASE. a C. R-VALUE AND RELATIVE CoMPAcT10N TESTS OF LIME TREATED BASE OF SUES -(SASE. • 3 t•- I, C( u31 Is. THE SU15GRADE UNDER SIOEWALV.B. AND DRIVEWAY APPROACHES SHALL BE SCARIFIED To A DEPTH x m >_ - OF AT LEAST .EIGHT i'8) MCHES. MOISTURE SHALL BE ADDED AND MAINTAIHEO To SATURATE m Y -THC SLI(S-6A5E AT LEAST 24 HOURS PRIOR TO PLACING CONCREiTE. AND THE 5UF5GRADE SHALL O Wm 0:. >.I O� `\ m 'rFIEN FEE MADE WjAOLIT COMPACTIVE EFFORT. 0 O t9 ¢ L I > ii N ,nI1 `} m c \ 6ANYON.. STREET ..%tom.. r., T..� �. is : F� o 3 3 I. ro 6 Q 'a - 4Y F N w Fo Q O R. N F N. N t� ELEV. 1G23. oe _ Ft N z t- O PROJECT . N - °' 3 `O N 000 � SITE 15, PRIOR TO INVALLATION OF ANY :PAVING, A MATERIALS REPORT SHALL F3E SU&MITT6Q TO THE CITY Re-s.*S a ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLE7E0 TO VARIFYI R-VALUE I SIEVE ANALYSIS • b ALHAK62A *A2422 \ CONSTRUCT NEW ❑ E a_ AND SAND ECUIVALENT OF AGGREGATE BASE, d : < TRAFFIC GRATE \ A- DRAIN ANEL CHNEL x LENON a AVENUE 8 ri. v~i VI. N \ SEE.DETAIL IG.: WORIL SITE AND EXTERIOR. STREETS SHALL BE IN NEAT, CLEAN, HAZARn FREE AND ORDERLY STATE - THROUGHOUT. CONSTRUCTION.. SITE SHALL BE CLEANEa UPON REQUEST OF TOE WSPECTOR, '7 7 -o \e t3 m VICINITY MAP AMETHYST AVENUE iA r NTS .. EXISTING 45.. \ E1fI5TING FENCE \ FENCE, ,e EXISTIfiG _ pRAI ge CONSTRUCTION NOTES QUANTITY 33' 33 33� 33 � CCHS-rR CT 5T N.C. WGM'NO. 20BASF REM CITY FLANC170 759694 FT. 11' 22' VARIES r. II• 22' 22' It'__. " DRAIN 'Cllb-HH L-I CONSTRUCT 9cUR3dGUTTER PER CITY RANCHO y _ NTS CUCAMONGA STD, DWG NO. 50S. SIG L.F. 4 CONSTRUCT CONCRETE S1DEW '.K- 4' THICK- PER CITY CHANNEL IRON SUPPORT v RANCHO. CUCAMONGA STO. DWG. NO.. 310 { 3t :Imo --Q. FT, EX15T. I GRATE SEE 98TA1L FEATNEtz F 6 PFAIHE¢ l p, -.- ti_. NEW O4 --- ADJUST AND/OR RELOCATE SPRINY,LEFL SYSTEM AN TOE%1ST. -� TO ExLST• \ 'SYSTEM VAULTS• 1„5. A 'O •AcH4NNEL O5 - CANSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER L SAW CUT EDGE II'} A • - V CITY of RANCHO CUCAM"GA STD. •DWG. NO, :805. 3 EA• 5AW CDT EDGE Zu C° %4 PLATE :d , ELEV. Ifo23.44 It - z.v �� CONSTRUCT PbRlLWAY CULVERT PER CttY Or - RANCHO EXISTING EXISTING ' ° I A � 'CUCAMON 'A $TD. Owe'. NO. 507... '1 EA. JMFanvEMENTs '� A A ..b • , • , a.. ` ° ., IMPROVEMENtS _ Lo - - I )- � : If%.LAG li0CT5� i i NSTRU CT DRAIN CHANNEL. PER DETAIL TH15 '�F-IFFY_ T 4, 852.00 to STA. 886.69 STA. b39.69 to STA. 852 00 6 RE REMovt PoR1roN OF �S -- CONSTRUCT A.G. DIKE PER CIT-1 OF RANCHO S ' (Ag %5 -OH EAcH:ENU DETAIL_ A -A EXISTING 1+94 CUCAMONGA STD. DWG•. ND•.315.. 35 L.F. NT5 CHANNEL IRON SUPPORT DETAIL '5-6 AMETHYST AVENUE "Ts HT'. DESCRIPTION of REVISIONS DATE APPROVED CITY of RANCHO CUCAMONGA AMETHYSTAVENUE STREET IMPROVEMENT'S FROM 5`39.69' NORTH OF LEMON TO 396.98' SOUTH OF 13ANYAN APPROVED BY DATE 61'36-8.5 CITY ENGINEER R.C.C. NO. 23889 - DESIGN CUCA ONGA COUNTY WATER DISTRICT RECOMMENDED R, 51 LVA - 9641 SAN BERNARDINO ROAD P.O. BIN 638 RANCHO CUCAMONGA, CALIFORNIA 91730 _ - - DRAWN SHEET 2• SILVA (714) 987-2591 /S^' - P.E. NO. 35845 1 CHECKED DRAWING NO: H:M.OLSON DATE 6-E0-83 FILE NO. 2ra92 e23 - __ >x/W 014 CONSTRUCTION NOTES - REMOVE EXISTING CURB AND GUTTER- SEE 'DETAIL SHEET I OF 12. 6' 14' 14: (e' : 1 / - REMOVE OR RELOCATE EXISTING UTILITY POLE7 2:1 MAA, W PER FOOT a RKVVAY sLUPEtSTD. 3 - Q REMOVE EXISTING HEADWALL - SEAL PIPE WITH BRICK AND MORTAR CUT SLOPE ._ A"C.F LEVEL 0.15 LI 6"C.F.5:1 NE MAX 4 -A.G.PAVEMENT Q AND BASE PER TYPICAL SECTION CONSTRUCT A T_P T FILL SLOPE,CONSTRUCT CONCRETE CURB ONLY PER STD.N0. 301• MODIFY TO 6HIGH CONSTRUCT CONCRETE CURB AND1B"GUTTER PER STD. NO. 303 CONST, A.C. PAVEMENT 0.28TNICK O-CONSTRUCT CONCRETE CURB AND 12- RUTTER PER DETAIL ON SHEET 12 ST. SIDEWALK PER CO1�ST. `CURB 4 GUTTER PER 310 WHERE SHOWN 8 - CONSTRUCT A.G. DIKE PER STD. NV,- 313 DETAIL OM S NEET 12. ON ,PLAN. 9 - CONSTRUCT CONCRETE SAfEWALK,PER STD. NO. 310 tO0 - 0 CONSTRUCT CONCRETE CROSS -GUTTER AND SPANDREL PER STD. NO. 308 TYPICAL SECTION -INTERIOR STREETS 1T - � CONSTRUCT CONCRETE CROSS -GUTTER PER DETAIL ON SHEET I2 R-8'11h PERP I SCALES FIOR IZ. I"-0 I VERT. V :4' t2 - Q CONSTRUCT CONCRETE DRIVE APPROACH PER STD. NO. 3D5. 0 IF S NECESSARY „SIV EASEMENTS ANDEPROVIDE COARSE FINISH USE. O13 - COLD PLANE A.C. PAVEMENT 1/4`'DEEP FOR EQUESTRIAN TRAIT CROSSING O- CONSTRUCT vURB OUTLET STRUCTURE PER SID. NO. 506. W-3'. A-8.5' C.-D.-31.E-F-51. CURB TRANSITION-9.17'.P11'E TRANSITION-3'. CURB FACE-10-. TOP FINISH SHALL SUITABLE FOR 'EQUESTRIAN USE. W. /W ¢' E'R�W 33' 33' 5 - !� CONSTRUCT CONCRETE LOCAL DEPRESSION P E O PER DETAIL N SHEET 17 Q6 - CONSTRUCT CATCH BASIN NO. 1 PER STD. NO. 502. W-4' UNLESS NOTED I I' Z2' 22� II' OTHERWISE ON THE PLAN CONC. MASONR`( W LL OR 17 -INSTALL 18` 1250D R.O.P. SPLIT RAIL FENCE (SFE. 2:1 CUT 8 - INSTALL STREET NAME SIGN PER STD. NO.,401 ! GRADINO: PLAN) 1.0% SLOPE .. 19 - Q - 1NSTAV_ 24--RI STOP SIGN PER CALTRANS STD P CA S. I 5•I PILL SLUP,_ 20 -INSTALL W45 EQUESTRIAN CROSSING SIGNS PER CALTRANS SIDS. E 21 - Q INSTALL W53 NOT A T(1ROUGH STREET SIGN E S PER CALTRANS SIDS. EXIST NG A C P AV E MENT I TRACT NO.- 1 2 2 3 7 -1 GROVE IAVENUESTA ESTIMATE OF QUANTITIES TEM DESCRIPTION OVA NTITY UNIT REMARKS L REMOVE CURB 4 GUTTER 200 L.F. 2. RELOCATE UTILITY 'POLE 3 EA. 5._ E REMOVE EXISTING HEADWALL Z EA. 4. EXCAVATION 4 i5RADING ID 243 CY TO CUT ONLY - 1N STREET S. A.C. PAVEMENT 108L 0.25' TNICl< (a STREET TF=E5 6(o 7. &, CURB 4 12" GUTTER 5,140 L.F, g, STREET LIGHTS 14 EA 9. CONCRETE. SIDEWALK 4,523 S.F. W-4' NOT INCL. CURB WIDTH 10. CONCRETE CROSS GUTTER 4 SPANDREL 1441 S.F. INCLUDES CURB IN RETURNS 11. CONCRETE DRIVE APPROACH OR 'EG,UIVALENT 3 EA. 12. CURB OUTLET STRUCTURE 2 EA. PER, STD.:506n. 13. CONCRETE LOCAL DEPRE:S510N 2 EA.IA 4' CATCH BASIN I EA_ PER STD. 502. 15. 9' CATCH BASIN I EA. PER STD 502. Ito. 25' CATCH BASIN Z. EA. PER STD 505. 17. 18" R.C.P 205 L.F. Is. 21 " R.C.F.I Z5 L.F. I% 24" R.C.P. ZI L.F. 20. STREET SIGNS ^3 EA. 21. TRAFFIC REOULATCRY SIGNS 13 E:A. STOP ND PARKING ETC. 22. 2.5' COUCRETE DRAINAGE SWALE 1310 L.F. SEE GRADING PLAN 23. TEXTURED EQUESTRIAN CROSSSNG 1 EA. COLD PLANE ONLY-SEEGRADINGU PN 24 . _2 5 I .T 22 - INSTALL R26 NO PARKING ANY TIME SIGNS .PER CALTRANS STDS: - - NATIVE MATERIAL 3 - INSTALL 48- C.M.P.. 12 GA. (�-'(� ' //� /j� EXISTING CURE ;9" GUTTER SURFACE SUITABLE, - TRACT \ACT N O a I 2 2 3 7 -- L_ FOR. ECitIESTRIAN t1?E 0- INSTALL FLARED END-SEC'1,TGN PER CALTRANS STD. NO, D94. A 18 L B-27 H-12 L-78 . W-90 TOE PLATE SMALL BE ADDED AND SECURED TO SKIRT. TYPICAL SECTION- HERMOSA AVENUE 2s - CWMTRUGT 4" THICK CONCRETE SLnPE PAYING. REINFORCE WITH SCALES HORIZ. 1"- 10' , VERT. 1"--4' 6 X 6 IO X 10 STEEL MESH. 20 - INSTALL 5800L STREET LIGHT. ASONRY WALL 2T - CONSTRUCT 28' CATCH BASIN NO.4 PER STD. "U. 5C5 L-23.0., (SEE GRADING PLAN) 4 +C.F. OPENING, V DEPTHAS SKOWN PER PLAN. (�8 - CONSTRUCT CONCRETE DRIVE APPROACH PER ST.D. NO. 306. N.R/W 3O' 30' FUTUR E EASEMENTS NECESSARY RCEPROV DEOCOARSEVFINISH ACCEPTABLEOFOR EQUESTRIIAN USE. 20' 5. RIVJ IZ` 18' IB' J2, 9' EXlST1 G S. Rlw 9' I 8' 2' 8% 29' 8 01T 2:1 T SLD E EYISTING RKTA1NINv r LEVEL LIME �.. =oz '- WALL AT TEQUESTRIAN B'C.F. . _ S 4 roc CONST. A.C. PAVEMENT jr") Ztl FILL 0.25. THICK F� uTURE q SLOPE TRAIL IMPROVEMENTS (SEE GRADING PLAN) EXISTING GRADE AT 4+00 TYPICAL 'SECTION - 'VISTA GROVE STREET SCALES : HORIZ, I'=10' ; VERT. 1"=4' EX15TING CURB i GUTTrR TO BE REMOVED r NOTE: IMPROVEMENTS IN VISTA GROVE 1' 1 STREET ARE TO BE DEFEP.RF-D I- t UNTIL FUTURE ALTA LOMA I /SAW CUT STORM DRAIN FACILITIES CAN BE CON5TRUCTED. �r VICINITY MAP ESTIMATE OF QUANTITIES ITEM DESCRIPTION QUANTITY UNIT REMARKS I. EXCAVATION 4 GRADING 7740 C.Y. CUT ONLY. Z. A.C. PAVEMENT 1 142 TONS 0.25' THICK 3. (n" CURB It I2"GUTTER 46'13 L.F. 4 8" A.C. PIKE 144 L.F. 5. CONCRETE SIDEWALK 3458 S.F. W=4` NOT INCL. CURB WIDTH fo . CONCRETE CROSS GUTTER 4 SPANDREL 932 S.F. INCLUDES CURB IU RETURNS 1, CONCRETE DRIVE APPROACH OR E&LIIVALENT 5 EA. S. CURB OUTLET STRUCTURE .,2 EA. 9 CONCRETE LOCAL DEPKESSIOAI EA. y 10. 4 CATCH BASIN EA. I1 5' CATCN BASIN _ I E . 12. 18" R.C.P. 133 L.F. �~ IB. STREET LIGHTS 12 EA. 14. STREET TREES 03 EA. IS. E(3UESTRIAN TRAIL /DRAINAGE OUTLET I EA. 14;. 2.S' CONCRETE DRAINAGE 5WALE Z410 L.F. SEE GPA.DING PLAN 17. 'TEXTURED EQUESTRIAN CROSSING 1 EA. COLD PLANEONU( -SEE GRADING PLAN 18. REMOVE CURB 4 GUTTER Z5 L.F. 19. REMOVE EX lST1NG HEADWALL 2 EA. 21). STREET SIGNS 3 EA. 21. TRAFFIC REGULATORY SIGNS 21 EA. ,I REPLACE A,C. 0.25' j CURB AND GUTTER REMOVAL DETAIL INDEX MAP IRACT NU - 1L231 ESTIMATE OF QUANTITIES ITEM DESCRIPTION QUANTITY UNIT REMARKS 1. EYCAVATIOKI 4 GRADING 3010 C.Y. CUT ONLY 2. A.C. PAVEMENT B51 TONS 0.25' THICK 3. 8°CURB IS" GUTTER 317 L.F. 4. &' CURB 12" GUTTER 7135 L.F. S. CONCRETE SIDEWALK 4180 5A W-4'(NOT INCL. CURB WIDTH) (o...... :CONCRETE. GUTTER 4 SPANDREL 904 S.F. INCLUDES- CURB. IN RETURNS T. 1 TE)CLRED EQUESTRIAN CROSSING I EA. SEE GRADING PLAN $. REMOVE EXISTING. HEADWALL 3 EA. 9 CONCRETE DP,tVE A?PoT OACH OR E:O.UIUALENT 2 EA. 10, STREET LIGHTS it EA. 11. _ 2,5' CONCRETE DRAINAGE SWALE 1220 L.F. SEE GRADING PLAN 12. STREET TREES 51 EA. 13. STREET SIGNS 3 EA. 14. TRAFFIC REGULATORY SIGNS 13 EA. 15. 48" CM P DRAIN 15 L.F. I f.. 4:! TAPERED END SECTION - I !'. A. 1.7. BANK PROTECTION 400 5F. GENERAL NOTES I. ALL WORK SHA,.1. BE DONE IN ACCORDAVCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD 4PECIFICATil1NS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDIT -ION. CONTRACTOR SHALL BE 'FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF 7,,.f KIND, TFLEPHONF OR POWER POLES. WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACFNT AREAS WHERE IMPROiF.N.'NT WORK IS TO BE DONE SHALL BE REMOVED RELOCATED OR PROTECTED IN PLACF AS REOUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVA- TION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 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 RESULT14G DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS.: WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 6. COMPACTION TESTS OF EMBANKMENT' CONSTRUCTION, TRENCH BACKFILL. COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCA- MONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE. SUBMITTED TO THE CITY EN- GINEER. FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/DR SURFACING. 7. AT THE COMPLETION .OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGI- NEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT SURFACING. 8. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS 0FAROCKY MATER IAL. THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL. ROCKS WHICH PROTRUDE ROTRUOE ABOVE THE SUB - GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER VIAN THE NATIVE MATERIAL. S. IF THE ASPHALT CONCRETE IS TO BE PLACED rH SUB -GRADE. A SOILS STERILANT REGISTERED BY THE E•P.A. FOR USE UNDER A.C. AND P.C.G. SHALL BE UNIFORMLY APPLIED AT THE MANUFAC- TURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 10. ESTIMATE OF OUANTITITES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCc OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS I40T SPECI- FICALLY LISTED IN THE ESTIMATE OF QUANTITITES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 11. WORK SITE AND EXTERIOR STREETS $HALL BE 1N A NEAT. CLEAN. HAZARD FREE. ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR, 12• ALL SEWER, WATER. ELECTRIC. GAS, PHONE OR OTHER UTILITY LATERALS. MAINS OR CROSS- INGS SHALL BE CONSTRUCTED PRIOR TO PAVING. )3. PRIOR TO INSTALLATION OF ANY PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFYt R-VALUE. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.. 15. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CON- STRUCTED AT EACH INTERSECTION. 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWINGS A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT MR. BOB STALLINGS 1213) 969 271B FOR BASE L14E ROAD CONSTRUCTION B. GENERAL TELEPHONE (9001 422-4132 FOR UNDERGROUND SERVICE C. SOUTHERN CALIFORNIA GAS COMPANY (714)529-2889 2191 E. BIRCH STREET (714)529-7070 BREA, CA. 92621 D. CUCAMONGA COUNTY WATER DISTRICT (714)987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA. 91730 E. METROPOLITAN WATER DISTRICT (714)593-7474 P.O. BOX 54153 LOS ANGELES, CA. 90054 F. PACIFIC TELEPHONE COMPANY (714)999-5639 TRACT NO. 2237-1 - ESTIMATE OF QUANTITIES- VISTA GROVE ONLY DESCRIPTION QUANTITY UNIT _ REMARKS EXCAVATION rAND GRADING 2.9Co"I CYA.C. PAVEMENT 284 TON F 6CURB i IH- GUTTER (o5(n L.F. 8" A.C. DIKE (.Sts LF.STREET LIGHTS 3 EA. PREPARATION OF BASE L.S. 7. STREET TREES.. 23..1 EA. ' 8. 112 CRO55 GUTTER AND SPANDREL 450 'S.F.-3. STREET SIGN 1 SA. BENCH MARKS ORIGIN BENCHMARK CONSTRUCTION BENCHMARK NO. I B.M. N0. 76 - S.8. CO. FLOOD CONTRO., DIST. 2 INCH IRON PIPE WITH °RA'S CAP STAMPEDt MONJME(T WITH BRASS DISC STAMPED 1947 CTR• SEC.. 23, T I N. R 7 9. L.S. 3002 ON THE S. SIDE OF WILSON AVE. '6 THE EAST 1978. IN THE CENTERLINE OF HERMOSA AVE. SIDE OF THE ALTA LOMA STORM DRAIN CHA48FL AT THE S, BOUNDARY OF TRACT NO. 12237-1 ELEVATIONS 1757.39 ELEVATION, 1948.94 CONSTRUCTION BENCHMARK NO. 2 CONSTRUCTION BENCHMARK NO. 3 CHIS. SQUARE IN TOP OF W. CURB OF HERMOSA CHIS. SQUARE IN TOP OF W. CURB OF HERMU.', AVE. APPROX. 655' N. OF THE S. BOUNDARY AVE. APPROX. 12524 N. OF THE S. BOUNDARY SPECIAL NOTE FROM PRIMATE ENGINEER To CONTRACTOR OF TRPIO NO. 12237-1 ELEVnTION� 1990.50 OF TRACT N0. 12237-1 EIEVATLON� d023.48 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE BCSPONS197LITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 'PROJECT. CONSTRUCTION BENCHMARK NO. 4 CONSTRUCTION BENCHMARK NO. 5 INCLUDING SAFETY OF ALL PERSONS AND PROPERTYI THAT THIS REQUIREMENT SII:LL CHIS SQUARE IN TOP OF W. CURB OF HERMOSA CHIS, SQUARE IN TOP OF W. CJRB OF HERMOSA APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURSr AND THAT AVF. APPROX. 18SW N. OF THE S. BOJNDARY AVF. APPROX. 2221' N. OF THE S. 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