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Home My WebLink About2175 -------------------- AMONGA FOOTHILL CONSTRUCTION NOTES* . C1 OF RANCHO CUC a. �TY CONSTRUCT AND GUTTER PER CITY OF RANCH'0 P.C.C.CUCAMONGA STANDARD DRAWING NO. 1049 TYPE A2-8p r . A SENDA AND ETIWANDA NEL ACCESS RAMPS CONSTRUCT P.C.C. DRIVE CUCAMONGA STD. L CHANF _..., TH11LL BOULEVARD D-RAI-NAGE IM-PROVEM—ENT (D— CONSTRUCT 4' THICK P.C.C. SIDEWALK PER RANCHO,0=5,, CUCAMONGA B NATIVE.SAWCUT AND REMOVE A.C. PAVEMENT AND REPLACED WITH 8" THICK A.C. PAVEMENT OVER COMPATED REMOVEC5 �- SAWCUTj, AND REPLACED EXIS11NG CONCRETE PA (D— RELOCATE EXISTING f IN PLACE. RANCHO C- U �� AMONGA (5)— CONSTRUCT CURB OPENING CATCH BASIN GENERAL NOTESPER I DRAWING sffE Aw, s fs �` of Rancho .Bss Standard : s s08 — DEPRESSIONS CONSTRUCT LOCAL { f TY . work shall conform OF RANCHO CUCAMONGA STANDARD DRAWING NO.3079 CASE D. 003 n with , _ ,SpecificationsPublic f ALM ®® ®® Standard ® 12" $ ._ . «• " ! supplement. i HILLSI E available S ures as « from 24TH S TPROTECT EXISTING GRATE CATCH BASIN. ® Public utilities010 - D responsible The contractor shall be utilities ll be resp . SUMMIT AV BAN NO UZ ® E i i a NOTES"RUCTION of f i -shownETIWANDA CONST withinE i if i iiEMVU operations.as a result of the construction AVEMENT OVER COMPACTED NATIVE. damage >< HIGH ®QAV 0 - - M CONCRETE SHALL BE A � * 30 TRANSVERSE MEDIUM FINISH". ICK CONCRETE ice A HST w® - The shall notify IT VICTQRI Q , _ EXISTING 0@ or g an � problems sf s 1 � ta 'utilitiesworking ® TION A -A AND s- LIN NEW CONCRETE PAVEMENT RAMP AND WALL PER SEC 0 TYPE A. PER CITY OF RANCHO I _ o. / \ "75"-616'7 _J HURL ST RR z CONSTRUCT MASONRY RETAINING WALL, 3outhern Cal*forn*a 'dn . J3315-7877II ��66) ARROW ` ° DRAWING . . CommunicatFOOHILL BLVD IALL NEW CHAINLINK FENCE Southern _ _ . _ . _ _ � - Q Verizon STING CHAINLINK FENCE AND INST ®ater District W 0 i050} CR. ON Cucamonga Valley ® IIALL NEW 18' SINGLE LEAF GATEINST ; 51 � E ARROW RT, ROUT PER CITY OF CUCAMONGA STANDARD DRAWING 607. . Chartei Communication (951) 776-2614 09STR BNSF RCONSTRUCT ROLLED CURB AND I TY OF RANCHO DistrictMetropolitan Water q B 1 ii i 0 .. . .. DRAWING I*c Works - - - -I-- B A ContactI- 4. For inspectionis project. the Contractor shall 6TH ST working days at 4-77-2740 Ext. 4036 twoI . CL 0LA SENDA CONSTRUCTION NO IV 4TH T> ® fobtained i i ®1+ Rancho i ® iCT City of Rancho Cucam-on-ga right—of—way. CONSTRUCT 8" THICK CONCRETE PAVEMENT OVER COMPACTED NATIVE. construcf f MEDIUMf . Q the C*ty of Rancho Cucamonga ce Department, The (.*t v EL AND CONSTRUCT 6. The contractor shall notify I disre Department anytrict,INEW CONCRETE PAVEMENT RAMP AND WALL PER SECTION4 of Rancho Cucamonga Q closures.to construction p CITY fU3 PROPOSED SIDEWALK CONSTRUCT ff��3 6 i RETAINING , TYPE A. PER 9S Class Ais License.Contractor DRAWINGw . 7. Contractor shall have a I XISTING CHAINLINK FENCE AND INSTALL NEW v® LINK FENCE 1 ON TOP OF NEW B f I 1SINGLE ®n? survey j Ishall eT All uction Surveyor giin accordance { I I . :-Surreset by he City Constr i SURFACE 0 3'A.C. veyors 05 — SAWCUT AND REMOVE EX1MG MASONRYWALL. . Found monuments are shown on the plans and described as followsFOUND—NOTHING\ PER CITY OF RANCHO . p . v Q CUCAMONGA STANDARD DRAWING . s 105V, . , . PROPOSED g . v 1 RETAINING EXIST. CONC. CHANNNEL--\ U4 SAWCUT EXIST. AC TO REMAIN THICK EXIST. CONC. CHANNNEL AC PAVEMENT TO BE REMOVE SECTION XNXI r SAWCUT EXIST. CHANNEL FOOTHILL DIRAINAGE O.C. T EXIST. L aAND REMOVE 1. ALL. STRUCTURAL CONCRETE SHALL DE 4000 PSI WITH "A'> .� GRADATION IN ALL INVERTS AND 4000 PSI WITH "B' #4 0 1Max 1 GRADATION FOR ALL WALLS, CITY 1 m, Max {r. DESCRIPTION REVISION 100 CITY OF RANCHO CUCAMONGA v> 100TITLE SHEET 1 " Max I . CONC. CHANNNELTO REMAINISO AND CHANNEL ACCESS RAMPS « . FOOTHILL E30ULEVARD DRAINAGE IMP* «c. ' ✓° . � SS1OAPPROVED gV�J. � f CITY ENG « r e RMOMMENDED - PLAN PREPARED BY: �, co Z DESIGN O.C. Na. 2493 0.3w r77 RD2 CITY OF RANCHO CUCAMONGA Exp. 12-31-07 10500 CIVIC CENTER DRIVE SH 0.3w �,,q� CIV 1�- �,�`�- DMVM RANCHO CUCAMONGA, CA 91730 SECTION BOBRD2 1 _OF 4 A=AOF` cm,\\ �.aemA.® R. EJ iiVts -- - - LA SENDA AND ETIWANDA CHANNEL RAMPS N.T.S. a, c. N.T.S. d _ .... C _ _ ® : _ CNI :. cj to :. BEINCH MARK. -•, RANCHOCITY OF 10042 _ ..eONGA BENCH MARK ®.. 1" ROUND HEAD BOLT N CONC. CURB STAMPED ty 00 I016-PROPOSED :TOP OF- CURB nl q ss • A RM oo® i ar SnT®® 20 PAST CORNER Om aim B BLL BLm i1. .. _. _. .. .. .. AND HELLMAN AVENUE, __ _. _s _ _ g clq A Ipo r t WEST OF END OF CURB - ® ..m .. C'L�� 1.oud � • a _ . rr rr _w ELEV. 1203.623 .. �r r t NDI-770iV TE CATCH BASIN Cto CN to _ s ar :. Qo yy y 1V T LICT 12 1l PI S F1. 407 77 =- 135.78 L F. • _ • a _ VERT. SCALE, 9402 w� .. a, Ucn , f m ° . A • Aw Lo 366 A. « ®� 93 93 �i 9396 cq ccCN 00 u- CaA ISAWCUT / I M 9 A �� w Fn A. co e.cn cn cn V) ,:,.::x<.va»X ,�. axe xe' N cm • in cn T T T �` T T x G G t7 G -s- -s- -s- -s- C14 ® A.C. EXIST.Lo 0 04 18" CMP I� EXIST.04 Z ISLAND F007HILL 93OU1=1EVARV COMM= « , v 9383 G �r FOOTHILL CONSTRUCTION a NOTES, CONSTRUCT P.C.C. DRAWING CURB AND GUTTER PER CITY OF RANCHO U3 PROPOSED SIDEWALK HELMS AVENUE CUCAMONGA STANDARD • 104, y • y. CONSTRUCT P.C.C. DRIVE APPROACH PER CITY CUCAMONGA SM. • NO. • EXISTING CONSTRUCT 4" THICK P.C.C. f SURFACE J' A.C, DESCRIPTIONI I CUCAMONGA • DWG. NO. 103. SAWCUT AND REMOVE a A.C. PAVEMENT AND REPLACEDCITY OF RANCHO CUCAMONGAp 8' THICK A.C. NATIVE. SAWCUT PLAN y REMOVE AND REPLACED EXISTING • RELOCATE EXISTING f y COMPLETE IN PLACE. FOOTHILL BOULEVARD EXIST.(D— CONSTRUCT CURB f y • °� ' �'• ' DRAINAGE IMPROVEMENTS PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING A A THICK CONSTRUCT LOCAL DEPRESSIONS f OF RANCHO CUCAMONGA STANDARD DRAWING NO.307, CASE D. SECTIONXoXLEGEND. A DATE.N.T.S. APPROVED INSTALL 121m PVC, SCH. 40. (AREAS WHERE TO CONSTRUCT CURB AND GUTTER) I TY ENGINEER 7—'v RCE-0 �4953 PROTECT EXISTING 0 DESIGNPLAN PREPARED BY: RECOMMENDED RD2-7 CITY OF RANCHO CUCAMONGA ------ 10500 CIVIC CENTER DRIVE DRAWN RANCHO? CUCAMONGA, CA 91730 SHE CHECKED R.C.E. I AJqAmm=AM0 Jq0A0 r j F 37 3r 01 t EASEMENT TO THE CITY, OF RANCHO CUCAMONGA FOR LANDSCAPE AND SLOPE MAINTE NANC ® PER TRACT . 12870r 415' RI'Y ItMN TRAIL ANDo PRIVATE t`r. SAWCUT AND REMOVE EXIS11NG WALL PUBLIC STORM Di%i-%Ilq MAINTENANCE ACCESS EASEMENT.( PER TRACT NO. 12870 • 012 77* c 3 • a%' . d, A 44.8 43.8 Q 60 F Ell �. 9VUBL® A nGEEASEMENT TRACTPER 12870 . Ill Ali e7lWAF40 ili�li,!:Ililil,;IL I A off##AlpiMAEL PROPOSED aON 1 RETAINING EKIST. CONC. CHANNNEL-\ eee% ®EM.Awl AKILIEL REMOVE EAST. CHIVIll SAWCUT E)GST. CHANNEL EMWAW CONSTRUCTION NOTES. SAWCUT DUST. CHANNEL--\ 01 — I a 1® � Iaa sA FINISH". � ds 12pp * p` o.m lv� _le kT)— SAWCUT AND REMOVE EXISTING CONCRETE CHANNEL AND CONSTRUCT - - - Q. c� A 'o o'oo' 0 A 0 e NEW CONCRETE PAVEMENT RAMP AND WALL PER SEC-nON A—A AND ® NOTES; SAV6VJT DOST. CHANNEL C3_�— CONSTRUCT MASONRY RETAINING WALL, TYPE A. PER CITY OF RANCHO AND CUCREMOtl 1. ALL STRUCTURAL CONCRETE SHALL BE 4000 PSI WITH "A,> Aoa � � � I � � . rn4� � � tt at - Max GRADATION IN ALL INVERTS AND 4000 PSI WITH GRADATION FOR ALL WALLS, /OFIle s REMOVE 1 a 1s 1 s s INSTALL® �� "ssas cl i PENCE I STANDARDXTE 10 —1 ___�clr. I.A.G. DESCRIPTION OF REVISION DATE ON TOP OF NEW RETAINING WALL AND INSTALL NEW 18" SINGGLEE LEAF C 0�1 % 01 .0 APPROVED: IJ- LR CITY OF CUCAMONGA s GUTTERCITY OF RANCHO CUCAMONGA CONSTRUCT ROLLED CURB AND CITYw i w ® 1 1 SII . T . 1 . CL O REMAIN .q PLAN EXPORT DIRT e A.6 — 06 0 6 E71WAN TOTAL EAR'THWORK CUT 300 1 as CHANNEL 0 a 0 a 0 0 0 a a J. 0.3W .46 0m .m 0.3W APPROVED BY: a DATE: CITY ENGINEER DIESIGN FLAN PREPARED BY: SECTION A-A SECTION B-07' RD2 CITY OF RANCHO W ONGA DRAWN 10500 CIVIC CENTER DRIVE SH . . . N.T.S. RANCHO CUCAMONGA, CA 91730 CHj RD2 MAUR CHECKED R.C.E. NO DRAVANG NO. 1 DATEE_ RLE NO s tl a IL ti F y 1 s Qea r a PRWOSED HASMiRY RETAINING ti"MLL �' - STORM DRAIN EASEMENT 1�k'41 PAVEMETITIlk r4., a SAWCUT s,tr 1�e1 ✓ 'e 9� e'� • CHANNEL LjE RFUnVi: — 111 W \ \\ \ J4 0 1f Max :z -'N-I w � • 155 d C 1 100 00- 311 e® ® ® • 4 "�v «,nom 04 110 f o®-. -, 0.3 Di YY 0 • _ s �, COCO/ co (6 - coo CD • Y m ,d �Yrz l\ Ina`.'.. ,. 00 co 60' STORM DRAIN EASEMENT DEDICATED TO THE CITY OF A gg • d S B fl 4 ar '}Er r RANCHO CUCAMONGA . V— PER TRACT NO.9619 15' EASEMENT FOR EQUESTRIAN ., (PRIVATE) &ASEE AAJZPA JqJMmw aR+ ' INCSAWCUT T H CHANNEL F- 12" KNOTES- 1. ALL STRUCTURAL CONCRETE SHALL BE 4000 PSI WITH "A" �1 1 Max GRADATION IN ALL INVERTS AND 4000 PSI WI "D" QL GRADATION FOR ALL WALLS. LA SENDA CONSTRUCTION NOTES; 0) % rdr. CONSTRUCT 8'* THICK CONCRETE PAVEMENT OVER COMPACTED NATIVE. I I I CONCRETEil ml�pjijjlj! PR BROOMSHALL BE A TRANSVERSE 0 MEDIUM ® » 1 DD SAWCUT AND REMOVE EXISTINGCHANNELCL NEW CONCRETE PAVEMENT RAMP AND WALL PER SECTION A—A AND B—B. PLAN CONSTRUCT MASONRY RETAINING ti A. 0.CUCAMONGA STANDARD EXISTING #4 a o 0 0- 0 0 0 0 a LA SENDA/JASPER 0 1\0 REMOVE INSTALL CHAINLINK ON TOP OF NEW ISINGLE PER CITY OF CUCAMONGA STANDARD DRAWING ® * o c® 607. 0.3w SAWCUT AND REMOVE EXISTING MASONRY WALL® RiolY APPROVED BY: DATE' CONSTRUCT ROLLED CURB AND GU17ER PER CITY OF RANCHO CITY ENGINEER RCE-0 74-79-53 7— N.T.S. DESIGNPLAN PREPARED 0Y: RECOMMENDED crTy OF RANCHO EXPORT DIRT DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAONGA, CA 91730 TOTAL EARTHWORK CUT 400 1 C.Y. RD2 4 OF 4- EC R.C.E. NO DRAWING .