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HomeMy WebLinkAbout1454 d i DRAWING NO - -- .r - • `� [ ) � CONTROL NO \J � OVERLAY NO 300 ` tlr ,a`t tl. nor yr ,,. f p 9 . o R Release Date CONSTRUCTION NOTES AND QUANTITIES: ---� /� EX/ST/if/G sU•P vEr /90°t/�iMEivriS+T/o.S/ 1 4"A.C. OVER 4A.B. PER TYPICAL SECTION (SEE SHEET 2) 501,743 SF r BROKEN YELLOW LANE UNE PER STD. DWG. NO.4eT 133 5,452 LF l h�E.PEBy �'�`�T/fJ� Ty r/'V'4ev /OfivT/f/EIS illi S!//I!/EJ/MD.vU�1E.vTf 7Z 9d 2 3"A.C. OVER 4" A.B. PER TYPICAL SECTION (SEE SHEET 2) 69,033 SF ® 4'BROKEN WHITE LANE LINE PER STD. DWG. NO.46f 133 3,060 LF OF /IEc'D/t�ls� t/yAT eAf I-ep jrE O/S�U/ti?ETl Sf T/y/S P/7DTECT.91L SA'/� - Gemral NOW /0/S/ go EA ,yO,ti//i7fiYT5 G�/fes/c'f/C'I��PRENTIy camez ST/�t/Th'E F/Elm �',PE SyDLI/.t/ /.3LCft- 3 8' CURB AND GUTTER PER STD. DWG. NO.aAl} lO4(n2-6) 12,666 LF 8'SOLID WHiTE CHEVRONS 20' OC 10 ,vE,gyS �iV,a f/2E T/E"SC�/BFD AS fDLLDG 1• AM work shall be clone in accordance with thsae pierw tw Ctly of Pmld>Io SPANDREL AND CROSS GUTTER PER STD. DWG. NO.a89 IOfo-A 900 SF ® TYPE H MARKER PER STD. DWG.4ff 133 116 EA Cucamonga Standards and the Standard Specifications for P'ubhc Works Construction - current edition. Contractor shall be familiar with and shah be / Z a 4 6 SIDEWALK RAMP PER STD. DWG. N0.2#9 l b2 4 EA W-56 SIGN (DOUBLE HEAD ARROW)PER 51D DWG NOS. 133¢401-B 1. EA ® it/01L� J,y/t �'E�t 1/f/L.l�f/OPV /fi�i�l/Eri D.v�y TQ EAST D vE/1 LG1�/! �/I iG re�iKo►�3ib1@ for 2KlhlbrllrlCe t0 !hl►�A Standards c''►r1d S(JAGif ICt10n6. LOCAL DEPRESSION PER STD. DWG. NO.a1 30"1 892 SF REMOVE EXISTING CULVERTS 1 EA �9E/1�!/i0� ewel.0,T /9.*i0'�'' 19'CD�/7T lowz"> 1-fRUBA o'DU/rT. �. I AM pipelines or substructures of " kind, te�hOrle or power poles, wow ►� meters valves, fire 'lydranta, etc. shown or riot shown on these plans within 1M s� r souo"ITE LiNE 408 LF � U r -of-w8► lirrlits Or +n arrear where DRIVE APPROACH PER STD. DWG. NO.a05 101 5,698 SF //-23- 99 �_. Y work lar to be done I4 W-17 SrOP ANEAO SIGN AND STOP AA(EAD LEGENDFC-R STD M&NOS IEA 11J shall be relrxn weld, roloc-~ or protected in piece as required at no cost to the 4" PCC SIDEWALK PER STD. DWG. NOS.2484E-8i 1 IOTA 4 l03 26,426 SF 133 401-8 p.y TE' DEAN �' �'`/�CL /PS ,01. S. L�7� City of Poncho Cucamonga. 16 CONCRETE BLOCK RETAINING WALL,PeR GTO DWG NO Coo,- 25 LF AND N Q 3. A p�!+rrTnit S be Qbtliirnl�►d from *tie ►2/20/42 } '0 CURVILINEAR SIDEWALK PER STD. DWG. NO.�6t 11+ 8,204 SF Kjrmonng `�% �'►eoartnnertt prior t0 any encroachment Or cCity of Rancho onswithin truction of Rancho On 2/12/43 ; 11 STREET NAME SIGN PER STD DWG NOS.401-A4401-B 11 EA ,� J- C. A PHiLLln8 �� � _ = Aalalelrrnernt Or right-of-way. 12 SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) E D We NOS. 8 NOTE: PORTIONS OF OR ALL OF CONSTRUCTION NOTES �J 9, 30.07 t 4. Prior to wett�Ila!rtion of any paving, a materials report shell be Submitted t0 the City /2/I'J/9lv _ 4ol-B _ ON THIS SHEET HAVE BEEN CONSTRUCTED PER IMPROVEMENT PLANS FOR t EXP. *, Erer !Ming a!l tests or ;!er!,G+rrr±na* cr,�rnatec! t0 verify: R-Value, sieve STREET LIGHT 5800 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED TRACTS 14380 AND 14139. CONTRACTOR SHALL VERIFY WHICH IMPROVEMENTS � no. e974�e•� $ee Shy� ���Zi� �, and sand equivalient of agsre�geite tease. BY DEVELOPER 10 EA HAVE BEEN MADE PRIOR TO BIDDING. • ���.��• C;0/fNR!/n Eglilr6etltan Tr>•H ° ' S. M. sewer, wateir, electric, gas, phone or other laterals, maims, or Cr T PA 0 COORDINATED San Carlos Court Del Norte Place Lot A ��=` � ��' Plans - Lot C ..., 4 STREET LIGHT 9500 LUMEN H.P.S.V., BY.SCE, ID AN 42 sh l be cor`5 .wed prior .o paving. By DEVELOPER t. Com of �cmertt cion, trench beckO. original ground, 37 38 16 15 14 13 and e# !b-qf� 'moi be o Drrried at no to the City of Rancho S SAW CUT EXISTING PAVEMENT 40 LF 27 28 29 35 36 23L22 21 19 18 17 12 11 3 4 5 6 of E Cucarr>ar ga• A wrotern recap'* with !l- testa sharp be slrrbrllittad to r 8" CURB ONLY PER STD. DWG. NO.2A4 104(AI-5) 3,624 LF 26 1 the City En7-oserr for approvW �� to *he owernent of bade materials an ft p 8 UNDER SIDEWALK DRAIN PER DETAIL C (SEE SHEET 2) 46 EA 25 30 33 tura p erl ok rl 2 7 '-� • F- 31 25 26 27 28 1`10 6 7 8 9 8 7. At thb Co�rmpk0lon of paying, a marterisils report 'Shaul be 9L*yrirird to ft 'City 9 CATCH BASIN (SEE STORM DRAIN PLANS FOR DETAILS) 11 EA 24 5 f0 '�7'' 5 E" " '+ro all d�"nadOns ed to"xify s�, od Content, and 29 80 9 e 11 �� BARRICADE PER STD. DWG. NO. AND TEMP. PAVEMENT PER 24 32 3 4 68 79 10 rt 0 STD. DWG.495132 131-A 6 EA 23 17 33 32 31 67 5 J i >d. When are to be placed on ✓motive soil which cOrnsieft of rocky Orr riV 30 2 J� 69 78 e►° �0 6 j �I, a + shy be cxapere d r all rocks which protrude ! 21 2"X 4" REDWOOD HEADER 1,611 EA 66 y P 1 �. by e^''oving 1s 1 77� 7 abs***a qtr a qralde a an voids or doWes.*sions shag be filled with a 5ne gratis 18 65,a<< 76 J 12 9 matenal of gkie"ty batten then V* native n-ateriel. d 8`A.C. DiKE PER STD DWG NO. l04 (DI-8) Tal 19 15 m 48 64 70 75 0 13 9. City approval Of plane loss not reNeve the deveb�'Nr from for the 2 STREET TREE PER STREET TREE TABLE (SEE SHEET 1) 93 EA 22 21 20 45 44 43 42 t `a (� 14 8 � Gc Lot C correct-ion of errors and oryw9gions dmcov�ered during construction. Upon 14 049 63 74 a� 15 >0 a � r 4 NOT A YHROl1GH STREET SIGN W-53 PER STD DWG NO.401-a 1: 133 1 EA 11 12 -Y 71 G �' e>` �d greet, the required pian revisions small be promptly subnv ted to the City 8 9 10 13 46 41 050 73 16 �, d 11 �� Engineer approval. 4" SOLED YELLOW LINE 460 Ca mel o s D ' e m 62 72 17 `\ a� 12 0 4 ' m N 10. VVt)r1c elle and exterior streets shah be a riser clean hazard free, orciary slr� �26 LiMiTED ACCESS CURB PER STD. DWG. NO.�9(*105 G 95 LF ao 51 rO 21 20 0 throughout construction. S ! " be CisAned Upon request of the ir f• 47 S n P 18 q 13 �► 3 11. The* rAalpOrNibliity d manhole or valve covers pav ft repair, and 2 ��%� 7 6 5 4 3 2 1 39 52 61 /p 22 �. V 60 S�r 19 19 o a Ow4ing r in corw ctioll with sewer and wafer, gas, phone, eleeft, or REMOVE EXISTING A.C. PAVEMENT 196,200 35 14 2 i Ottw a "itty line wit be the r of the developer and stltaN be 36 37 38 53 20 Lot 23 18 150 - N 6� in conV ante with appurtwm" ordirwices and standards. 1 29 REVERSE TURN SiGN W-2 PER 5TD DW6 NoS. 133:i.4dl-8 1 54 55 56 57 58 21 24 ` 17 12. Any cot 1b ming work On this pr0}e(.`i shah tanniliarize tnirTnatNf rllittl the A�SO+Rv SPFF_D pi-AtE W-6 (25) 1 EA Q 16 lu 35 R� w) !*,,--*.4 � 9oI*Y r--., for I'!M N dwr to E�� faCflitiel«S requiting a bri / Sae'Sheet 3 ; directly or ir�re+ctly from his oper•atims, whett»r or rat such IaCgitM$ are shown 31 DRIVE APPROACH PER STD. DWG. N0.969 10; G 250 34 33 32 31 30 9 jDriv26 25 24 22 Ba m Cort 34 Ort *tne5fe plans. 32 ROAD NARROWS SIGN W-11 PER 5TD DWG NOS. 133 g401-5 2 2 28 27 23 LotA 25 I26 27 28 29 30 31 32 33 1� _ 250' 1& Shading on street p* n "icel sectiorle i xha to A.C. Pa'Melrim t. DOUBLE 4' SOLID YELLOW LiNE 1,912 LF ire!Ghee 0 sheer WILSON AN/E `"et See Sheet 8 DEFERRED 14. CorltaC.t all utilihr oon'►pemies N required 4S hours prior b Ni0ayslllOn. See Sheat 9 15. AN ct rb and gutter where grader is 4 m "W 0.40% ShO be stuped with -T Deiters SEE CITY OWG0 1 }35 SEE CITY PWG. 1435 vNTll TR143 O 15 DEV>rLOP p. at 42.5' ids• � „ Dia+ Pinsat all e . 34 DOUBLE YELLOW MEDIAN STRIPING W/TYPE D PAVEMENT MARKERS /rt cc DO PER STD DWG 497 133 2,638 -r MPORAf-Y 5A5 N A ' ass/Qi"✓ Rov�p see tiE asr2vc s« sn..t s 1e. Ail cera be � 'ay the contractor or � � �efts 36 TWO-WAY LEFT TURN LANE STRiPIPIG W/TYPE O PAVEMENT MARKERS '� PER STD DWG 4@7 l 3 900 LF `� F/ A*►D GATFD• Wky I Mt Mot rrKar * tk ' . ry,be 3 A P. sy � po � Of oae�r!+rr"&' �, O 4"WHITE LANE LINE PER STD. DWG. 140.407 133 10,356 LF /u �� �Z Index Map s.. sh..� 10 br t� � E� � � a► '�Irped °'r � # +°O No. 54609 ? -grade by sub 37 e'WHITE CROSS HASHING 300 LF IZ_31-p3 * p 9 PKC '3i C �` G 8'SOLID WHiTE STRIPE AND TYPE G MARKERS PER STD DWG 49&l3 3 2,166 L �Mt 0 ,CEvi�rp,Us �>, Alc7-CASG, /�vEE�S m 17. If the � ie i o be pieces on sub-grade, a soils owls it r�Mrd �. � the E.P.A. for use under A.C. and P.C.C. s be ur0orm y a!Itaptied at rite O TWO-WAY BARRIER STRIPE PER STD DWG�-133. 180 LF �I OF CAS-\F� � -/� 's recorrnr►irnded ramie for thi@" peywrnent wid'l:h prior'to pavlm¢ 0 18' DIRECTIONAL ARROW (LANE DROP) PER CALTPANS TRAFFIC MANUAL 3 EA 3 '-I5-OD t>9. 'E�rtinmtt!tlt+llr Of c�� tai �d by the for the cat S/G.tfATU�PE D.,+TE r, ?ole r>� ~ rhe t detrRlrrrn�ll rn of Cor strVCxtOrl „r Q 41 SIGN W-5(CURVE AHEAD)PER c--,TD DW NDS. 133 4 401-B 1 ' cls " ►e !w "",'r*� as bid. Amy *tom � ""� �l theses Q See Srleets 19 through 23 /OI' �� �, Porn W w ! sly^ shell be c�as O SK3N W-6(35) (SPEED LiMIT SK3r�PER STD DW G MOS 1'334401-5 1 � Signing and Striping Plan! •� � s � .- - { V inc edl iiia thw_ � of work. O TYPE L MARKER(P 50' OC PER STD DWG M 130 13 EA NOTES: PER REQ. NO 90-118, OFF SITE IMPROVEMENTS AT REALIGNED ETiWANDA W 19• C1ty approval does not include water' or sewer sYslerI sedi I w" of quwiddw - AVENUE ARE DEFERRED, �' Det N�irfitJir3 O EA SiGN W-81 PER STD DWG NO, 130 1 SHEETS 6, 7, 13, 14, 15 16, 17 AND 18 ARE OMITTED BECAUSE THE 9~ sigine IMPROVEMENTS DEPICTED THEREON ARE ALREADY CONSTRUCTED AAu®/OR tw at each 4-o1-A 4o1-B 45 401 8"TURN ARROW PER CALTRANS TRAFFIC MANUAL 9 ARE P�9R7, of THE/MPR^YEMEIVT PLgN COR TRACT!¢/39 VALVE !l s 0i 2t. rnq SMI be p� in aocordancae with R- aril PaMerr�errt tests laiden � c �IAlo ✓RACY/¢380, C/TY IJWC+S !¢$r3 Ai. ,'¢35, R25PEG7/vELY� j N TYPE N-4 MARKER PER STD DWG4ft 1$0 2 24TH STReeT iMPRoyeMeNTS WEST o� R6.9L/6NE0 C*+O r n+� 5�a� 5v� to ' W-57 SIGN (ARROW) PER 5TD DWG NOS. 133 4,01-8 1 EA ET/WANOA AVENUE ARF DE,0ERRED C/NT1L- TRACT /¢380 H N� /5 OL•'1/ELOPED/ Hv(^l�✓�I A TEMPDRE4RY BASIN /4GLESS ROAp W 48 W-19 SiGN (PAVEMENT ENDS)PER STD DWG NOS, (33 44•DI-13 1 S;kX3_L. SE Gonit-r'2c1C_Te'D Aal� GATED. _ ►k� TWO RAIL PVC EQUESTRIAN FENCE PER DETAIL SHT. 2t 1,530 o CONSTIM770N NOTES FOR STREET TREES /, 1 EA - � , ROBE PLANTED 510 ! No. C 0,'I 341 S3 ,- 109 VEHICLE GATE WITH SiDE ACCESS PER STD. DWG. 1006-A < S TURF BLOCK 312 SF 1. ALL STREET TREES ARE TO BE�E$IN ACCORDANCE WITH CITY STAND/MID4". 5 5 5 �.�KIM v v o g 490 CY 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CiTY STANDARD STUDIO 7 \,.ExP!REs �• , W !+ 4 DECOMPOSED GRANITE OVER NATIVE AS PROXiMTTY TO HARDSCAPE DICTATES. A 5��� CWL 33 REMOVABLE FENCE POST PER DETAIL Z (SEE SHEET 2) 303 CY 9. PRIo TO THE COMMENCEMENT OF ANY PLANTING AN AGRONO lC N . � ENGINEERING + SURVEYING _- R T M SOILS. REPORT • ocP. 6-30-96 701 W. GRAHAM AVE., STE. D f Or- "' s z SHALL Be FURNISHED TO THE G1TY INSPECTOR. ANY UNUSUAL TOXICITIES OR cnnL L4KE ELS!�!DRE, CA 92530 1. oN !s SiGN R-26(5) (No 5ToPPING) PER 510 DWG Mos. 133114.01-8 41 EA NUTRIENT DEFIGIENGIES MAY REQUIRE BACKFILL SOIL A i _ EA BY THECITY INSPECTOR MENDMENT�, A5 DETERMINED 909) 674 9800' x 3 TYPE K MARKER PER STD. DWG.4AB• 130 6 ee/,,SES s r. re�Zs a-v c3. ��is�E c ��vo.9 eTP 2 � 4, s11zEe1 7F�eE5 ARU 6E PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY At : z EA SIGN W-3 RT PER STD DWG NOS. 133 4 401-B 1 5. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE E N GI NE E RING DPAS I oN � U srTZ'�5 sPRCi UG nuE ` ;� AvO�p p.v°iHENT C�/l Ti�i cATiv✓NarF >h T l ?;4�q V 91zi$ 1 ff V �� 3 � +� SIGN W-6 (� (SPEED LiMiT SM)PER STD DWG N09- 133✓1~,401-8 I �9 3' X 8' BROKEN WHITE LINE PER CALTRANS STD. NO. 37 400 LF --- !a >E 121 4" SOLID WHiTE LINE 200 LF DESCRMTION OF REVISION OATS CI ' Y O s_ PnVeft E 's fork* to Contractor �,� /� 4 Y W SiGN W-75 (LANE ENDS MERGE LEFT)PER 5TD DWG NDS. 13°34401-13 1 EA '� TY �F e I C .. 0 C CA O GA V �.. # �, II ii r 2 EA C;moraclor agrees that he shall assume sofa and complete r for job silo ,w SIGN R91-19.1 PER 5TD. D W c, Nos. 133 4 401-B Pr lett, including safety of all aonciiticarK dui' the course of construction of this o' s persons and property, that this requirement shall apply continuously and not be limned W r a and hold the U ''` e i� o W - to turf * working hours and that the contractor shall defend, W Q - A © STREET TREE TABLE owner and t o engineer harmless from any and all liability, real or alleged, in '�' . w";o ocx N 10%-=n with to of work on this project. !!!�J�`C�VetYteTt'� Plans ` STREET TREE SiZE SPACM actor epee be ibis to r disci in and/or%ld q$W ARUBA COURT QUERNS UD( 9 15 GAL 40�O.C. f �� The Oorltr �por�s sport eparlCies Pians %Woa y Owe conditions k,iiT).diat y to tf�e D"W Engineer for ressokAion prior to construction, and T080 14M shall be ,�,,,�,►,y� for disci not so r and resolved. . SAHA11AA COURT Z f 15 GAL O'�S' O.C. '�"^'"''"� � r ... / F DATE �► I !�- 15 GAL jai O.C. ww F /#R Src'�..�tlr;:�'��- ` ' ..r'f R.C.E. 249 a, 's Notice t0 for 4 i EAST Ov1;RLOOK .` i�RAc+�rc aTON PoPut.NEvs 28 - 15 GAL mss'o.�. 13 o7TTGE rfEE" �; rJ> I '_ D If, - The e'>kl�arl0e and locabOm of underground or struckaw OxYm1 On I -� ! Inc."N 6 any �•"^`7 E C`O Ci t.. r F ',?, j """c...]: fi`io cion s P/sTRC�FI CN�it/EiUs/s Cf//ir/ESE P�sTAGffE ° L4C> fl& rr m _ 1 4= these plena were obtained by search of avaiiabis records. Tlle®e locations are '` a �, W ,� N.Ts, r �� 9tas4 i :rAYw°N ,3sa E. c.a. io.►...c SET apprca)ameM and 511811 be COniKrtNd Ni the fl!!Id by the contractor so that any rneCesearyREc//.ss eA15 l3 �fE�-C.93C �.v�/�EE2S a ` - PisT�c�A c�fi�/Eusis Cif/NESE /57RG'ff� o„ can be made in aligrlrm v arid/or id/or grade of proposed ir'nproverrients. The �. t' w w Onnlraclor Is required t0 take due precaubonary IY1MetNeal t0 protect arty utrtRy 1Nles ,* T jf�Sr�.�u Oar, a .C.E. I W341 . sF)own and arty o#w lines not of record or not shown on these plans. - ` `¢ ry�'TM ���� 7-Y as . f 7117 7-,5' , - DRAWING NO �.1 4 �9 • GONTROI NO 49� OVERLAY NO 44gb A Release Date PROVIDE LATCH 1 1/2" X 1 1/2" TUBULAR STEEL 9 GUAGE PADLOCK AN IQ - S' t7 PICKETS 3 1/2" O.C. (TYPICAL) '�KNOXBO � #5 VERT @ EACH CORNER ` PRECAST COfICRETE CAP R/W C/L R/14 8'-0" '-0" I L/l 9 /40 I 8 4" 4" TUBULAR EEL POSTS. 9 GUAGE o CULTURED STONE VENEER l l EXIST SBCFCD FEE PROPERTY C/L CONNECT POSTS T N _ 60 WALL WITH 3/8" X 6" o S*xB"x14CC.M.U. 50' (REDI-CHEM) PER n / 40' MWD PROPERTY 30' 30 i POST W/1" LONG • SPACERS WHERE IRON_ 115' 12' 1 18' 18' 12' � TOUCHES WALL. LANDSCAPE N 04 DEDICATION ,I , 1 0.20' 8' ' 4' 1 � 3;1 ___f _ _ 2 HEAVY DUTY HINGES 3 VARIES MEDIAN 4 8 14 6' TO 18.5' 12' 32' 1 14' 32' 12' _. 2$ I 1,67 1, -$ - __.. . _. - aux •1 N.� 1 - 2 4 1-4 -- 9 -- _.. 9 I -. 3 -- i N /2h3/9l0 �} - - 2 —J �'( I " i 6' WIDE X 10" DEEP -- - -- 2'a • � -,! TiJBULAR TEEL � �' •• o I VARIES I RAILS T , BOTTOM, ENDS, AND REINFORCED MOW " -- -- - PAD 1z" 4, 3' TO 8' 14, `' CONCRETE STRIP O ROUGH GRADE M IYTE _,DIATES r PRECAST C :CRETE CAP C � 80. $- I - 12" X 36" CRETE -' LEVEL R= 77 T1=5.0 CUtTUR STONE VENEER •w 2$ fL�_y,J FOOTING YP I CAL) NOTE: ALL JOINTS SHALL BE LDED _ - —1.6$ :`. 1.i8 —_ East Overlook Drive 60' AND GROUND SMOOTH WRO T IRON -`-� "s 3:1 SLOPE :: . _ L- - - - `— Bahama Court Right-of-Way 1 a•, _�- of Way 1, . : - ELECTROSTATIC PAINT A LI ATI Aruba Court Typical Street Section • A 10 3 17 17 3 Bermuda Court NTS Detail O TWO (2) COATS RUST-B-LIUM PRIM +�-• 3:1 SLOPE TO Tubular Steel Gate TWO (2) COATS SHERWIN WILLIAMS FL BLACK 1 11 5:1 (MAX) R=77 TI=9.0 EXISTING SURFACE N.T.S. O. 2% (MIN) 24th Street SLOPE Typical Street Section NTS 4"X 44 RET CA5T IRON *354FKS® IZ' IA VV Y. 4x 4''4* 4* STA. 16+33.51 TO STA. 36+68.71 PIPE ,AL.HAMBRA A-4-0. Oft EQUAL_ " 4 SIp!?WALK PCR STD. 1 12'TYP. g 12'TYP . PRECAST CONCRETE CAP SBCFCD FEE PROPERTY •r- . - PE TER WALL ° �B I SEE DETAIL ABOVE 50 ' � - PER DING PLANS - 40' MWD PROPERTY '� ON PRI T PROPERTY �, c v I. : I . , ' (ASHLAR PATTERN) - 10 —CULTURED STONE VENEER 4- 12' lex 8-x 164 C.M.U. 12' 28' 4' . ? �' ,� 9•S /0' ISS' ' '" SIDEWALK CONDITION 8"CURB PERSG4 HORIZ @ 32" O.C. (PROFILE) 570. 3e31}o4' N * ¢Fj BRCIOK PRECAST IDEWAC-K A *r " F 'rtes M / 11.1 Fi • 4 x I4 CAST tMON FIELD tNLET BOX (2) 46485 24 " 4/•4r rw, w rF - - ' - O LONG Ov ER / t 1 1/.M ICG Cf EXIST GROUND 13.Ya rwi N.osn° I C4 -3:1 S MAX. MAY OCCUR 5EC.TIC)1 'A-A' Zito! _9) J 4g f• I I M;tet 5:1 (MAX) 3 EXIST. GROUND EXIST GROUND 28 (MIN) PRO�tt_E �, i. I �/PPROVEO OtSS/GA/ 3 —FINISH ADE SLOPE R= 77 TI=9.0 Gt�RB CONDITION * TO BE BUILT ACCORDING TO IMPROVEMENT ti 'll h -4" MIN. 24th Street PLANS (FOR INFORMATION ONLY) MOZENTALILASTER w � R THESE DRAWINGS Q Tvpical q��`;�� r - - - - °° NTS Detail C 18 --� —CONCRETE F ING STA 06+77.43 to STA 16+33.51 Under Sidewalk Drain �It N.T.S. Etiwanda Avenue Detail A 1 WEST R/W EAST R/W i~ w NE Corner of Etiwanda Avenue & 24th Street Detail S GALV. STEEL PIPE CAP C/L a o /�- \ Scale 1'=20' 4'-4" Sq. Monumental Pilaster a a 1 NOTE; CULTURED STONE VENEER: CORONADO STONE PRODUCTS N.T.S. I I " OTE: CULTURED STONE VENEER: CORONADO STONE PRODUCTS CORONADO GREY MOUNTAIN LEDGE" I AVAILABLE FROM: SEPULVEDA BUILDING MATERIALS "CORONADO GREY MOUNTAIN LEDGE" 3 I 88' 1 10' w I I 3" DIAM. GALV. STE PIPE P/L (714) 582-7500 OR (619) 328-3614 AVAILABLE FROM: SEPULVEDA BUILDING MATERIALS VARIABLE w LANDSCAPE PASEO a I I (714) 582-7500 R (619) 328-3614 E' EASEMENT 12 32' f 32' 12' a 6" GALV. H a STEEL HINGED I © I . CONSTRUCTION NOTES. j2u"" 12" 12" MTHICKHASP 3WITHI I _ _ _ __ _.,� 4" A.C. OVER a" A.B. PER TYPICAL SECTION ANCHOR BELT I IS VERT EACH CORNER2 TA.C. OVER 4" A.B. PER TYPICAL SECTION Pw T I N CONC.. I I GALV. TEEL WELDED TO PRE AST CONCRETE CAP LINE O LU o Z :j 5:1 MAX 1 -0.07' a I I 3/1 THICK GALV. STEEL 1 O3 8" CURB AND GUTTER PER STD. DWG. NO. 8931044 A2-$ x y, 21 MIN PAD P E. WELD TO PIPE. 1 0 0 m W °D X , 2sr 3:1 �X T8 P I I s" C TUFtEO ST�NE VENEER 4" PCC SIDEWALK PER STD. DING. NOS.2�9-t�'ht IotA 1�3 J �N� ., 1171� ' — TYP . r. g _ +— ? j 3 < o ( SIDEWALK PER STD DWG NO 29� 114 _ ______-- - • .-. PAD 1 I I 10 CUPVIL'NERR SI UJI - --- -' ---- - - 1 PETE @LOCK �Z� _ _ — 2 I • .° _ _ I �x 8�x 16� C.M.U. © _ 0 ISTUDIO17 8" CURB ONLY PER STD. DWG. NO.'3et lal- AI-1� Z S N S a ° I _- __ _ _GALV. STEEL PIPE SLEEVE -' 7 W O a 9 3 3 9 r, 0'' I SIZE TO RECEIVE 3" PIPE L - J ENGINEERING ♦ SIIT.RVEYING 18 UNDER SIDEWALK.DRAIN PER DUj ETAIL C ul r= 0 i ROUGH GRADE -- I 4 ' D w R- 77 TI-8.0 'o' . I - 701 W. GRAHAM AVE., STE. D 8"A.C. DIKE PE(t STo. our. Oct. IO A• (VI-8) Z Z =�,> - - - 2 < � 'um — = W o<W . � I __ --= LAKE ELSINORE, CA 92530 � _ > Etiwanda Avenue �. 2-s' � R STEEL GATS PN-=16')-PE=F1^ T"„ T`-"W6"_`T-_ (909) 674-9800 o WUO0 CRUSHED ROCK 3/4" MAX. DIAM 28 REMOVE EXISTING A.C. PAVEMENT W W m�a Typical Street Section 0 N ENCE POST PER E)FETA+ i NTS 16" Til ICK GALV. STEEL ',� re z 7 z m 4 4 aA PLATE w/1" DIAM. HOLE PRECAST CONCRETE CA 0 W o S� STA. 16+22.75 TO STA. 35+74.67 IN TFR FOR DRAINAGE. = F o W 11 1/2" - WELD 'JT. TO PIPE W/1/4" CULTURED STONE VENEER NOTE: PORTIONS OF OR ALL OF CONSTRUCTION NOTES 1,3.17 AND 18 Z �iZ DIAM. FILLET. < � m� a _ r ON THIS SHEET HAVE BEEN CONSTRUCTED PER IMPROVEMENT PLANS FOR Z (ASFi.1.�R PATTERN) TRACTS 14380 AND 14139. CONTRACTOR SHAH VERIFY WHICH IMPROVEMENTS ,�0 HAVE BEEN MADE PRIOR TO BIDDING. F- 0 0 =., NOTE: GRIND AL ELDS SMOOTH (1) ONE COAT s--d fJ 0,�F - 6 x 8 x 16 C.M.U. t W 0 t PRIMER D (2 ) TWO COATS PAINT. V o< 3 a C/L FORGE GREEN COLOR-,SUBMIT SAMPLE TO © o�NIS Kly LAN CAPE ARCHITECT FOR APPROVAL. CITY #4 HORIZ @ 32" O.C. DESCRIPTION OF REVISION DATE APPR. mWozo oom�o� IN Detail Z 13 VARIES VARIES * �• i-30-� _ = 6�x 4�x 16" C.F .U. u1o. sa4aa oW=LLQ¢ 20'- 24' 20' - 24' Removable Fence Post FINISH GRAnE CITY OF RANCHO CUCAMONGA G= Y =`a;_ VARIES VARIES o y NTS _ yVARIES 1g' 20 18'- 20' VARIES LOT FG Detail Sheet 2'- 4' 2'- 4' < azz. Yo Cr W o J=LL MATCH for <<X EXIST. `•r1?�Nf ., I ? CULTURED STONE. VENEER 8 GRADE FINISH GRADE SEE BELOW .• ' _ Street Improvement Plans EXIST. VARIES EXIST. GROUND *N �` L�_j •' ; ONCRETE FOOTING GROUND VARIES I 1$ TO WRAPENDS — o �=o=u�=i TO 4.17 _ 3 22$ �- f *►'�" •'b. FE.S.Sj of _ EXIST. CURB „J.;•;. - :SEXIST. CURB 3, „ ��0� - ' N Tract 14379 E ter- y� APPROVED BY DATE __ - _ '• z < am =o t_;: 22 BETWEEN STATIONS a ��____ _ `� L �'U/' \ �? P. KING I � 1b6+98 TO 172+60 _ _ --_ -_ N 1341 CITY ENGINEER ,,k& .� _- " �' " ',. �, �c,' Qti�E a�,Spl, o. C 04 R.C.E. 4953 DESIGN RECOMMENDED ==¢YWQU Detail T GL3�/aS _ = Typical Street Section Q t f � �- �' " S Pilaster EXPIRES RJS _ ` r , � p 3E - =a W �e �; 2 2 — _ _ - consul s, Inc. c cn N0. 54609 N S CIVIL LLQ? J= Etiwanda Avenue nderin Wall Eleva . LIN a r�, NTS NTS czRires 12 31-99 `rlq o �! DRAWN 1355E Cooley we•Gol . California 92324 SHEE 1 OF CAO ML-LM-SAS 174 2,2� 2 of 26 Eli/S/D�f/s NOTE: CUL TU STONE VENEER: CORONADO STONE PRODUCTS \ / y J <p 0 0 0 0 Stations 128+00.00 to 179+52.45 " NADO GREY MOUNTAIN LEDGE" \I• �IV11. \Q CHECKLE) RCE COa13a1 DRAWING NO F 'ri' l��i/d�D�S�Gvv! /i- Z 3 -q 9 O= R=77 T1=8.0 VAILABL_ FROM: SEPULVEDA BUILDING MATERIALS ' `�L� " r- "' = (714) 582-7500 OR (619) 328-3614 ®F Ah��a S/!��t/AT!/2E O�YTF ELY E /o s' fa FILE NO. �¢.>�- VJ VJ Q Z U u hee TractSt of DRAWING NO. 9_Q CONTROL NO. Ailk � I , OVERLAY NO. 032 301 , BDAN _ _- flr -.--- 0 A I I Br DATE Release Date 2,2 - q 0 L=63 . 37 ' -- BENCHMARK NO. 148-B �9 p POR Sg0' VC . 5 ' 5-7.52' L=40.45 PVI=014. Z3 VARY QURH F}�CE TO MAIN- STANDARD BRASS DISK IN THE NW CORNER OF A _q1/ ? / 9 H 0 3D' VC E ' CULVERT AT THE NE CORNER OF HIGHLAND AVE. CAIN o.44 FL GRADE To 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE LOCAL DEPRESSION _I0/S/ 9 O v � y �,,,,- -. ,� PVI=0 . 47 POR lOfl VC AND ETIWANDA AVE., 66 FEET NORTH OF THE C/L a N > +oE �. PVI=96.8 OF HIGHLAND AND 24' EAST OF THE C/L OF M m 0 ETIWANDA. ll�lS110 a 0 o o t� \ •-�t a4 a 11 l p a w o \ o 04 `� °' '� POR .87`� a ELEVATION = 1432.612 ! Z /� ! / 0 U � � 0 � r-z w 'Rl O�/f Z 9 �9 vA�Y CURB I{EIGHT TO co r 28 K =� o% . 14AINTAIN 0 .44, FL GRADE I+ "t 9/ !� ► U 40 y EU+ CURB RETUR OR .111.42' IV b - 85 W U L=42 41 = U PVI 2 - 1700 .a 9 -- x EX1 0 in f+ . ,.� # - 4P4- 1 / w PVT=O 67 + M Ia A4 � a > ID m -�3.6 2 4 +o Ur *4 .1 er r' I C4 •r r•t ar 0 aD U U w. U D/30/9/ U � -3.484 Ein N ,_10 4D + -. �, m ,r; �O �'. e N �, aE E, oU c` b N o o o 0 0 rn ( �1�` In Ei 'FINISEI GRADE °+ a ri �"�,M °° In 12/20/g2 ON -4 � o Eon c o n '- � TC LEFT 14 '� + � o' � e � on ao ----- / O En o n -0.91% ` d' o "' 7.034 _ of f + 0 r 77 + 3 4 a N N N :+ + * o 100 r YC EX I S2'INIG GROUND E CURB LT ''�� d �8 11. 3 8 94 .45 FL IDENTICAL POINTS N T_-�- , �� } 8+0 . 38 93 .85 FL E•+ VI=96 . 61 6+B'6�+69 93 .95 PL 6+92 .�9 9 '57� .^ i �i I 7+$9 . 38 93 . 25 FL \ 1.0%) ~ - 7+06 ,69 93 .16 FL 2 . 5<1% 7+83 . 38 93 . 28 PL n ._ 04.4 - } CD CD 7+12 .69 93.75 FL 50•;, C LOCAL DEPRESSION 111 .42 ' V 3 .r n U U = PVI=9 6 5 > w '�7t1i1 1700 jj PV 1 ' 2 PVI=94 . 411 w L-111.4© POR'5 0' VC 25' M ® as m 1c (n o En '^ `° -4 v a > th V Is qw + �` � rn o rn > + f' PVI#04. 24 a �, �' + Ow In %o a% °': w 40 rn �v-4 so + o d' M at? 7 .034 p ++ a' �" r1``' o N u q-4 1 aV11 FINISH GRADE @ Eo Ep + E'nn 00 0 > a� .� �r+ 00E C/L _0. 77$ I ;e' 1 EXISTING GROUND 0 C/L.-�• c �-•+ `� °� .0 4> PVI=96 ,87 / VC 10.00% ` '2. p74 r o °D ;� 35 .b0 VC -1 .84$ S.60 VC En -" .-.. PVI=94. 71 ,/.l PVI=95 . $2 i ✓ b ` r' °�` r w v En v a 3 .59 or 111 35' VC PVI=92 .65' AL3 .'59 1706 TC RT �+ m „D `� d' `� °^ °" w -- -- 7+00 TG - 10 _; . r` � 51 . 31 ' >f4T 6 r+i I rn + oma+ 4 '° `� r0 a` `° E° 10 C J � > o 14 \ VARY CORB HEIGHT 24 C" + a, #q a, o in •Ir, > o U � TO MAI)�TAIN 0. 4% ' ~ -t. ' d' + -4 °` rn m En as °c o o > FL, GRADE v in + + rn aE v -4 rE a E(j C3 to bt in `^ rO 0' d > U CD y, ,,, ft En rf N > En a ET \ or w \ 0►. 0Uo E- rn Eo alt of �U M aA OE w rn rn,� 4 a 7.034 1 FINISH GRAbE @ TC RIGHT EXISTING GROUND e CMB RT -`� "� ~� � 4 2. / / os$ SCALE: LOCAL DEPRESSION / / HORIZ• 1" = 40' VERT. 1 = 4' 26_wJnE EsM'T TA2' ) 2 3 4 5 6 7 -- 8 9 E5 ' WIDE PUBLIC 5' WIDE PUBLIC 5 ' WIDE PUBLIC UTILITTY EASEMENT S�� f� UTILITY EASEMENT UTILITY EASEMENT 6 ' WIDE STREET !3 �3 6 ' WIDE STREET TREE EASEMENT` East Overlook Drive �I See Sheet No. � 1 a TREE EASEMENT ( See Sheet No. 5 9 See Sheet No. 4 Etiwanda Avenue STA. EQUATION c o a „ 13 Aruba Court 13 O-B..ZY.5 �b'� REMOIIAB Le FEI�GE •�0 S T 8+39.09=25+44. 24 Curve Data U 4 :'- x SOD 5 ' WIDE PUBLIC U EC CURB RT $�a1e t (0 , V �'^o 24 w 2' i9' i6' iz� UTILITY EASEMENT a 7+97 . 38 C/L CB #1 s t'""` N0. RADIUS DELTA LENGTH TANGENT 'i m 6 ' WIDE STREET w 19 -- U - cD co _ + a W=16 V=5 . 50 w �� = L=7 7 Z _ 5 ' WIDE PUBLIC - a N -. o TREE EASEMENT ar 7 1,� \ H/C ACCESS ,o * O }- - 13 27 . 00 ' 90'00' 00" 42 . 41 ' 27 . 00 ' fs �} UTILITY EASEMENT a o �' � '� 17 O I 16 Eo ' �} 59 W_20 8 18 38 . 00' 103.27 ' 24" 68 . 62 ' 48 . 17 ' RAMP m o z ! 19 23 m EASEMENT + C4 in H/G ACCESS u+, 6+99 . 69 C L CB#2 `1' o °0' 19 38 . 00' 105'37 ' 35" 70 . 05 ' 50 . 09 ' en fI � / r-E � r f r, f z W"' 1113 ^ �9 .� ,' L� F_ MP 19 -- -------- - + eo �*, -�23. 35 39 56 . 00 110 00 00 111 . 35 82 . 83Z Hm� - h i� r � V f f E • f " rr W gEEE� I�- ` S 9 0 G EMENT W=14 V=6 . 06 c� �' 1 59 102 .00 10 00 00 17 .80 8 .92W W y H ApE•�J F"F o " . 0+45 .00 - `S. ' Ivo a7 0 , u `96 . 6960 112 . 00' 8'23 ' 29" 16 . 40 ' 8. 22 ' 0+45 . 00 q I 1 �r f��' BCR 13 oilECR 23�, _�� � ai L, _ g �, ,�• 7+83 . 38 BCR o. FS 13 r Errrf 62 112 . 00' 20'41' 31" 40 . 45 ' 20.45 ' L=23 . 56 ' '' 70 282 . 00 7'24 07 36 . 43 18 . 24L-42 . 63 ' 9 3j tpt ; 93 IH 75 318 . 00' 7'24' 07" 41 . 08 ' 20 . 57zQ,zW N ^ Jj B I 4 7� ai �G E 0 +tr/ o fY ,E z CL a. O'L'�G 3l L=fid �8 ' 1�� . 00 ' t. L=20 82 ' f^ oza G O ♦ 13 3 / o F I 26 N00' 35 ' 50„E w ,5°�G ti �, _ < 10 . 00 ' O, `S O 0, 98.50 TC O 4o' 4 h G ai Z z W m 18 ti� N89• .,W 62 O <S ^' C" 10 . 00 , 4y 4y ��' 7^ 0h 75 5, 7 94.42 TC y 1 < < -� , } - _ 24 ' 10 -- O t- _93 48 ------ ------- 6 -- - - - (c�' �, /� �ROP. SEWERr - - cA f t ,?D = a rr z o O"�' S - --- - --- - - * - -- qY IN's :Z. eR60.'N L) °_> 11 � , 4 �� hti o 3 2 0 00 4 m 5 a, 0 '� h �' LINE O J J a - - - - - - O - - - - b C' G- - - - - 3 1' PROP. WATER, �L 70 19Ph�o G ,50 2 0 �y�L aih I ' 7 pb� ki,�` , W W m< SPECIAL SURF ti' - °f RG $� ��' \ / STREET TREE TABLE AC - W < O _ - - �. °� 93 .78 T N y m TREATMENT PER '^\ _ © L./ L O L L BC ,� 8 O P/QAC//4 Cf1//I'/ti W5 a W o z (LANDSCAPE PLANS r, ��� L _ = Q 5 (TURF BILOCK) �� S 1 19 ' 7 C _li:, b > , �-_9 '�''�� _ 34 O BRACHYCHITON POPULNEUS Z = z a oo H �' 60 0 o rn 75 23 5 �, t �0�� /L CB �t3 Zi W a „� a' v p - p E, O n r- o c NR �c E, N s f Dtt=B ' V=7 . 32' 19 (.. o o z ui N A '' h1 `o h 'r U th o v o v o a 1 v E E J' f f f a �_ z �o aa V _. 3 .a [_, 1 / ?, (R 5 4 0 0 5 -2 3 E a`�I fr g F + OL �9 a i 3 w -+ N �( U i p M r` 13 `p W + 'v 3 4 a �o h f u w ao -� if �, o� U 3 a r �, 3 a� 0ra 3 k, .� .� 3 �, a .� 6 N QROfESS1pNA ® RFf',45ED$TTFES O.v,eA �I�,9 GOvcT �-tt EN)CO Y� 25 26 27 � � 28 29 0 30 * �°jm 314. 32 3 '' �9f� `�'� y� DESCRIPTION OF REVISION DATE ACITY PPR. m.....ozc - -. - - ti o ~� 0 P. KING of rte, 0 8 L h �i > Qo- CITY OF RANCHO CUCAMONGA 8 aro 13 g En;rn N \ No. 0041341 8 =>o�= + 0 8 8 ,0 8 CONSTRUCTION NOTES: �' fI n O<- _ O=u >T1=9 O2 T A.C. OVER 4" A.B. PER TYPICAL SECTION (SEE SHEET 2) 5' WIDE PUBLIC UTILITY EASEMENT N I 5 ' WIDE PUBLIC UTILITY EASEMENT fj/ CIVIL ��` Plan and Profile - O3 W CURB AND GUTTER PER STD. DWG. NO. 104 AS-& /� y`W � Centerline Curve Data CALF° for ��_�¢J Bahama Court c`_ o N W is 4) SPANDREL AND CROSS GUTTER PER STD. DWG. NO. 868-IOIo-A �l Bahama Court ZU �UO LO O IO 8O c o W y N O SIDEWALK RAMP PER STD. DWG. NO. $ 102 NO RAS :US DELTA LENGTH TANGENT 1n- 40, C3 - =oW LOCAL DEPRESSION PER STD. DWG. NO. 549 30'? CASM b SCa a reef ME 22 45 . 00 ' 9010000 301, 70 69 ' 45 OC ' Traci 14379 _ `¢ DRIVE APPROACH PER STD. DWG. NO.�s IOIA 73 3 0 C 0 0 ' 7 ' 2 4 7 7" 38 6 ' :9 41 ' O y =N Q O _ r i` � NOOK JO•u _ fV/l. � � APPROVED BY DATE ~ �` " r)S! 24953 W `-oN�¢o3 I O9 4" PCC SIDEWALK PER STD. DWG. NOS.2�-9-8-3tt 10IA4103 CITY ENGINEER R.C.E. r VJ U W STREET NAME SIGN PER STD 401-A E401-» � :� �' - ==oW �N�sKI� DESIGN ECOMMENDEU_ 12 SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) _ J Vis., CJS -_ _ _= 1 '� Kf. = U CCww f3 o w i a o z W IVU, a'4� .�.y £ -STUDIO = cons $. inc. Via 1�`I V/ E rz STREET LIGHT 5800 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER - E L.L m d ma=r 47 E){{'SITS IZ"3{' NO 33 ENGINEERING '� SURVEYING DRAWN 1355 E. Cooley ve.CoU California 92324 SHEET „zfm- oozoQoz3� ( ) • (714) -2127 19 CATCH BASIN SEE STORM DRAIN FLANS FOR DETAILS * ML-LM-SAS 3 OF 26 _ o y (; �`Ra LAKE ELSINORE, CA 92530 M. d-30-1i� AVE., a Q o¢o= ® STREET TREE PER STREET TREE TABLE (SEE SHEET 1) j x CIVIL 909 674-9800 W o W a o=>E ® O Q ) CHECKED R.C.E. 0041341 DRAWING N0. U f =o LIMITED ACCESS CURB PER STD. DWG. NO.08P 1056 113 REMDY�QLE FEI�CF POST PER pE'f'+tL Z SST z L i ELY E 76/1� FILE NO. x(454 Tract Sheet `f,_ Of �C� . DRAWING No. - f� - CONTROL NO. ',SO2 ? OVERLAY NO. 1337, ti f BU:,[ !Y -__ -- DRff BY DAif PIP i Release Date EXISTING GROInM 0 _CURB LT'f � > 200 ,ic BENCH MARK NO. 148-8 3.0 t . � INT SH GRAD* CTC L9FT , I i STANDARD BRASS DISK IN THE NW CORNER OF A 50' :VC' N I o% - I 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE 9 �1 7/9 D PVI 1 a� �4. 24 �`�, , N a j o CULVERT AT THE NE CORNER OF HIGHLAND AVE. N r DE v i AND ETWANDA AND 24'EAS OF FEET NORTH THE C L OF E C/L IS/ q ! o OFHIGHLAND / 40k ,4 n er o TC k :a cy f # ETNVANDA. ////S /fU '� H F t .4 I „ 14 ' o D SAL + H. F ELEVATION = 1432.612 PV I i Z//1 10 t'° '^ q a 6 ,� Q OI s : .+ .- :CU -18 . 84 Cq RB RE RN $ + „� 4 1 �i+ m a; ne L=5 4 . 6 at «] N o ' n' toe v r t f• d11114 c 1 i 0*. QD + 4 .m * .r `N 0 d' C �' \ Edi "' o .+ } i 4•+ ' 2 m ao - .____._. .__.._ .. ...... , _ _ _... _...... _..._ ,_ ..... STII+tfl II1�� 1 Gt1RH. LT.. ..�. y/3/9! 6 9 w r o T +moo o �., N + ` �• Co o ._ . .. + C4 rn 101301-11 E-4 �4 r r4 OR 12C2o�q 2 -4.9#4t :7K tSTrl1C' « CrI, V I=31 .61 + N N C MC } S jib -« r+- • G� H`} Q $ + f4'j�,. IDiNTICAI, + , .a Sid POINTSQ in } S tC4 U POINTS �� �' ;, a N , apr+ �O jDz*TNNS b NIC71I► + ,r ! ao o • ��# C'f Io DINTS N N� ,�� r. `fd� V N .0 W N o ` ' PVI;=1>e 6e4 q .� `�< a : o ba .�. 7 0 o+ ,., N IDENTICA PV =31 .41 j e� V `D s j } OI)I'I' � U4CN co 0 ~� au C` `�' �► tO A1,y ` ©o # It TC RIGHT �s� . ' r: . 1c M a yrs' ., lie POI TS �' 1 �I } •� remit � DE>1 'ICAL f ry •M �9$ OMITS` N N t N m Q r \ Q6D Fi _4 . W r' obi o� ;�, ,. a PVT=18 ,,,. N o 4 I T t*+ o m + N 7 t3 3! , J , , /� d TO T} ...w___ _ w _ tiz EXI �. - - Tt ; O ON 'N N �� -. - + .-: \ STING CROUNlY, CURB IRT { x _ QURB RIE ItN N i•n rQi� I '�f _ _._ L=54 . 981 a �, } rq 14 rtm#VI'31 61 BRibT7l�(" GROM $ L't1R'B R' Rj6~' °a° n`�i Eve N in M FATSA 'G1U►13E 3g ! E TC RIGHT i I F I InEN$ICAL 04 POINTS �) + r: I SCAM HOR1Z, 1" 40' N 18 19 20 21 22 23 24 25 26 6 ' WIDE STREET 5' WIDE PUBLIC UTILITY EASEMENT CONSTRUCTION NOTES TREE EASEMENT 8 5' WIDE PUBLIC tj O2 3"A.C. OVER 4"A.B. PER TYPICAL SECTION (SEE SHEET 2) UTILITY EASEMENT See Sheet No. 5 + 6 WIDE STREET 13 Bermuda Court ° v TREE EASEMENT 8 Curve Data o�}IR2-b O3 8"CURB AND GUTTER PER STD. DWG. NO.4l89. 1 See Sheet No. 12 O4 SPANDREL AND CROSS GUTTER PER STD. DWG. NO. 899 lO�e•A 1 * 3 NO. RADIUS DELTA LENGTH TANGENT 9 1 N \ Jn `r, N N 4 8 U6 SIDEWALK RAMP PER STD. DWG. NO. 919 l0'j" ECR � � 13 12 27 .00' 80043'44" 38.04 ' 22.95' 8 4 �, 11 70 +40.66 O DRIVE APPROACH PER STD. DWG. NO.009'101A \ \ !, a •�N\ q~ 1 "= 0 HIC ACCESS 1x 15 35.00' 89029 '46" 54.67 ' 34.69' O 4" PCC SIDEWALK PER STD. DWG. NOS. e4p A 3N 101A 4103 RAMP ti '� 16 35.00' 90000'00" 54.98 ' 35.00' \ �• �► w "' A'AG EASE�NT �,. 0 Z 5 ' WIDE PUBLIC 17 35.00' 90034'21" 55.33 ' 35.35' 11 STREET NAME SIGN PER STD 401-A4+01-8 LESS L 72 . 54 _� x ti UTILITY EASEMEN 71 282 .00' 39°49 '00" 195.97 ' 102. 13'H/C '�° - _ - - T6�p. 9 A, 7 , 1© SIGN Rl (STOP SIGN, LIMIT LINE AND STOP LEGEND) 76 318.00 30041 '29" 170.34 87.2 \ \ i i RAMP 14 '� • G !, y B - xh 81© STREET LIGHT 5800 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER o z �W 9 - EASE 4aN�CR ► : _� - = 1 - -___r L �a ~ O W H \\ \` , �, ' p+45 ' g ` '12 00 23 74 - s��- ' n"' 1 Centerline Curve Data 14 STREET LIGHT 9500 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER = HmW \� W J W y \ �'\ N 1� 4 12 `�` A -- - + - — 76 23 2© STREET TREE PER STREET TREE TABLE (SEE SHEET 1) 3 o \ O C� $CR \ o N 71 .24 8 NO. RADIUS DELTA LENGTH TANGENT ,� _N ,r A 40 e N ^ - _ - _ 04• N v 24 NOT A THROUGH STREET SIGN W-53 p 2 2 �• \ 0 m }53• 9 a k _ - - - ` � —SPR TC _ 4 a Z SWS U p 1 26 •tiV FSS -- "TT' Tt_ �I' 74 300.00 ' 38005 '57" 199 . 49 ' 103. 59 ' < o=� W \\ \ 34.33 TC 1.� �� N 22 9 . 1 _ Q ST.2•82 \ � ' N00.3S \` \` NOTE: PORTIONS OF OR ALL OF CONSMC71ON NOTES 2, 3 AND 14 3 -� a 5 _ ON THIS SHEET HAVE BEEN CONSTRUCTED PER IMPROVEMENT PLANS FOR Z z .C6 f OAF m \ \ \ u r, L. - 0 2S _ c ETI p0.9 RL�x ,r, 6 2 2 269 4 AT�1% / o} } h 9 �� \\ £0 1 1 TRACTS 14380 AND 14139. CONTRACTOR SHALL VERIFY WHICH IMPROVEMENTS u o= co ANDA g OR cL •37\ 3 V. 4ROY W � •� o o w �p� a \ Iq \6• 0 HAVE BEEN MADE PRIOR TO BIDDING. C W m a ACrE 9CR \ 6 \ \ 15 - TC•9S St✓W W i •o ^� 3 V W ,,, <_<°1 66 , ZO e Y o o h N z _ W 6154• \ \ 3 q•13 �� 0 E N �, ,� O W o S m 2 \ 2 \ 1.88 Pg 30 >F �, ,o m 10 N ,v ��N 13 „�a 23 �6 �� _ = z HCG ACCESS 4 9 - } �3G e S x ti q• ,},, o, C,y STREET TREE TABLE ~ ~ o RAMP 17 \ �� V � 23 `� � a d o� 3 �� * rV Qj 0 BRACHYCHITON POPULNEUS Z 0 m�< EASEMENT 33 8 \ / 1% rh! c_ N rw < vJ � 2�- TYP 4 � '?'C • 8g � e CR �- 9 � n�r ,� < W Uf� PLACES Ili 4 �� N ���, \ 16 {41 •qq B �+ 12 � $ 4�, rry 1 L 8 14 yq.A(157 D 57 TXE&"SSPF�/•uG O•v Clg5r E�PGOAC Dom. E .. � 0 /b \ 25 � C1 �Of ESS1p Oy S -O/ 6 \ 'e 13djo ,fib o � �t� 4R ��• ��, \ \ t,, '1 15 J� �V Q X' fy� Fye DESCRIPTION OF REVISION DATE APPR. m,., o= : • . o. \ \ \ ��' :• � � Yo a �o _� Q� � �4� ` P.� rhe+ _ oomz- : 10o>y`t O`y� rO J \ \\ ,�o•� ,N•� J•� #s q N � �4 � � N&C 04141 / 6 0 CITY OF RANCHO CUCAMONCA 5' WIDE PUBLIC �t231-03 s UTILITY EASEMENT * 9f =om odCE, 1 •q9 SCR \ - sl -- a,� Plan and Profile st \ \ 7° 6' WIDE STREET TREE EASEMENT �jC �F^ `j �• for C oWWo Jfl V Ethan ,$venue 24 Z - . . Of�,Lt� Se+e She6t No. 11 5' WIDE PUBLIC UTILITY EASEMENT , East Overlook Drive 00 �:oW • co Uzo�ozvlz � Vl=�20=5 a W ¢¢ Y¢ ! / �0 O �O 80 Tract 4 yoW_W East Overtook Drive r. , 1 = 40 — yIF zo=NO¢ CITY ENGINEER R.C.E. 24953 = ¢ s<3= stole feet APPROVED BY �jG%�'Li�� DATE =o « �Z �SKIak RECOMMENDED DESIGN ___— L STUDIO 7 RJSff F consul s, inc. _w NO. s se ENGINEERING + SURVEYING DRAWN 1355E Cooley ve.Co� California 02324 SHEET �a :moo W 47003E 701 0 0 0 O=3 J GRAHAM U~=000'n °�' X30-°° AVE., ML-LM-SAS ". 2,27 4 of 26 ` Q o a o=W= pyo LAKE ELSINORE, CA 92530 C.3 C, f .1 0 >E U J o o¢ 909 674-9800 y N`J=U� CHECKED R.C.E.RCE0041341 DRAWING NO. CL ELY E 10 FILE NO. /'`/'f'4- Tract Sheet (i of low --- DRAWING NO. ��- j CONTROL NO. 3o5 OVERLAY NO. q 303 + FL Br _ DATE Br DAT[ By DAZE Release Date -- r `y '" POR 50 ' VC J,=-69 .64 ' 681.24 40 ' POR 0' VC = 1^ BENCHMARK NO. 148-B 25 PVI=D9 .32 ' t PVI 30. 00 5D' 'VC ' 50°' VC ;�, N! .,� M ,�,�+ STANDARD BRASS DISK IN THE NW CORNER OF A .. I PvY 25 . 1*a i a --�• u �•,� M 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE ' o > CULVERT AT THE NE CORNER OF HIGHLAND AVE. 57<.53 i i '^ o o 4d "D I N "' °� <"+ AND ETIWANDA AVE. 66 FEET NORTH OF THE C/L -0�S�9� +ERfBZ' At3t CI1R> L ,n ;o 4W Ca '� EXISTrItG CtT�s LT, °1 08� OF HIGHLAND AND 24' EAST OF THE C/L OF I 116 1,49.32' .01 °D c� a . f } GRbvND 111 _4 .19' / 0 . 61% ' ETIWANDA. /g i ,�in o � o PQR $0 VC 0, VC! �' 0!0% Pv i2 0,31 �, ' r a Z 9 90 R 150 Vta PV1- 3 40 je 84$ YAR 66R$ HLIGRT ev rf . �vr�9 9'.�� - � �, 2 . 1 .rt� � � \ ELEVATION 143 1 Z 9 q I : t a �« o TO I NTA I N 0.4% ( B RE'I'U1N 5. 2 VC l `n C>fiR ' int134VC I PVI=20. 0 t� ' _ FL RADE L=42 . 61 ' kl + 5 C �V aoo PVI=30.05 . • sN 5.98% N >M [ .A �.. 1 _. . __,.Lt ......m._,. . _..__._,...o -�7$5 T�1� __.�._��___�.�__.�,.... Tt.,T TO 1�.�_..� _.. __.. _....a_. .a _. _ w _ .b � �� � f�13�9/ CA i,=42 . 41 > ' No O� C . a " a` g ..w .�H '''! Q N bs VARY CURB 'HEIGN'f t>ot � r U c) ¢ cW �` e•, U ,� "'" G t f`� b 14A I 21TA i N t / > o > �•� PV INO 67 �. 1 } d r,. xr �-v+ `i r a, o U Q.44 F J ErA OD u � ' ,t °' `' 0 a 0+ h` GOOD T ^+ !av N°+° o o / i+ t -6 i 14Iy v a rn ,o , N o 5��Sy i as '� ''! do • �Jth j \ 1 12/20/alt @ 'O ¢ 7`.64 °� a. rn ` . i9 •. + E71�o ap oa o ff `d; +n C4 0 o N a+ \ , 4 0 � b I ar r+ N N + N r' �" I*ENrfTCikL TA a I `l + + ao 4 ,IDE!NT At PTS s "" ±� Dn N r + �, n ,�._ + - EXISfM G1Ro&D I /L f It 6.071 : �* ,o..E o -� ! {{ / 25.OD' b-44 .05 -40POR , S LISTING OR O JND ! , G V�53d.4S t PVT=2.0 • 11 PVI-30.00' W VC 4 / _._.. , w_ _ _ r Er �.. 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"TO MAINTAIN } t[ o , v E*s N' G f I X0.4% IPL GRAbE I .« FIXISH Gi A6E TC RIGHT U -> o $ ; I t o ' m 0 VARY CUR) HE IG iT TO oom o 0 6 ! € • r� i 4 14AI'NTAIN I0.4% FL GR1�DE { r, v, � � p,�15 + o � i I :Ito 4ft f1 o { «+ 4° E+ L `; c N n N o �, r / ]CI6`rING dR01$ND t CtJ1�B 1 'P ' 40 C � N + O D O + an 7 .61411 w + + J. # o+ 10, Ch In in o 0N I �♦ ,t 1w SCALE.! HORIZ.,1" 4 ' „ 43'► VERT. 1 4-- 0.91% 3 6.b5i 0 1 2 3 0 1 2 3 4 R WIDE STREET Curve Data TREE EASEMENT 5' WIDE PUBLIC 5' NIDE PUBLIC UTILITY EASEMENT NO. RADIUS DELTA LENGTH TANGENT UTILITY EASEMENT 5' WIDE PUBLIC 12 8 UTILITY EASEMENT 8 12 27.00' 80.43 '44" 38 .04' 22.95 ' 8 8 13 27.00' 90.00'00" 42.41' 27 .00' u 14 27.00' 90'25' 18" 42.61' 27 .20' 12 20 38.00' 195.52'02" 129.90' o � n 0 _ w I _ 21 38.00' 210.00'00" 139.28' w �3 0 �� 58 100.00' 24.10' 23" 42.19' 21.41' 5 WIDE PUBLIC 6 61 112.00 15 00 00 29.32 14.75 N N 13 11 I w v , �o B E . r ,� , r Iw +o - 23 ex r I I UTILITY EASEMEN 94 982.00' 4'27' 19" 76.36' 38 .20' 24 u �+ 3 a ��y I ' o ;� 6 ' wiDE STREET u 8 7 ,�,�' 97 1018.00' 13.02' 13" 231.63' 116 . 32' OW z 13 .tp� 11 I'^ + ^ '! r` 23 I a _ TREE EASEMENT w a 5 �f r0WW 0* .1 0 1� 1 n .4 � 1 [ W = m= 27 1 so 6 M a 9 ,,�5 I� 11 I'° 0 8 N �, _ l I C�rrterttne Curvy Data W�"�- I a a 3+48.48 E '' i( f �, x .-4 - 31: %7 2 o I 13 T ry U 3 >yt• - 5 _ - �. ` 23151 8 *? •�' 6 n + U n a I z •'Dj 5T>�+ '• ) _ �� I,�' a 21+ -4 ° o �A 23 6 �11 �[ NO. RADIUS DELTA LENGTH TANGENT Z d W a a 4 �•o - - - a ?, •,l y�--I� 13 ( 85 93 ECR a � O fl _w, -W ti (► s 1L a W' 95 1000 00 15'22' 00" 268 20 134 . 91 ' W ■ 2 3 N 3 W oxd I p• cA I 3 _ , 0. - - 4Tr DO104 5 20 Z z m r I 13 T j P OP I.J. �'O\6 61 �' O� 2 21 0+ 44 & _ m 0+00.00 C/L ARUBA CT C' �' .t _ 6 C' 00.00 CIL BE 1 = W mo z o / N00' 35 ' 0"E +- 197 . 0 PROP S E =22+ CT 7 ' • - , . 2 e W �W 3+93.48 C L BAHAMA 30• /L RMUDA ' � I l� \ �� �S� od�tSKly� ,r 23 C O fl N52 24 08' % U a W v 97 .03 FS I ,�•� 3 ?�,'9 v ��, 6 61 00 G o� E. W 18. 33 FS F- 14 ?, '9 O ��' O 6 20.00' 9 L STUDIO G W. J 28 I t 6 O�•GR •1 I 6 -- �' _ 1 4\o �(� 2 �� �a - N 1 6 � o r _ .) , ��C o PROP EWER-T+ ---- - - s -- - - + ---- ,D 9t - tib N0. u4se ENGINEERING ♦ SURVEYING 3 3 0:�m _ � _� _ _ _ � 97 PR_ -WATERS y cc W o r I a O I _ - - _- �_ - -- 3 _ OP' 4' WIDE OPENING IN TRAIL FENCING ' OeP. �30-N 701 W. GRAHAM AVE., STE. D _ = o S I 'S� ; 5Z�_fil _ _ - C , 6 - - - - W/REMOVABLE FENCE POSTS IN MIDDLE pyo LAKE ELSINORE, CA 92530 H' ~ wWo I 4+38.48 BCR N 0 I , 2 - ' '3 / •p _ T r Q _ _ ------ OF OPENING AND 4 ' SIDEWALK (909) 874-9800 Z G m ( I�' RAMP CESS n' 1B i, 1 / / r' 1 = ,�G ( ) Z x z OG G , Y 23 r ?' `•' SEE SHEET 25 In � dwF df U i 12 - 2 9 9 o U. _�; I a EASEMENT a .�I, 117• 9 ".Oj ``.�, J / - X23 4 . 3� - 23 b� �� �x 69 �J � 3o t I 0 17 - a 18 �� 19 0 8 o s rn� ,ti°► •��e Q BEY/SEjJ ST T�,Sf�'SPAC�.U6 OrtI.SE�j1/UDq CT. 3-Z.�-O a o TY P. 2 �- Nix a 1 O ,o• ,r RAMP EA5EMEN .ASS' T Y 29 I I PLACES o H o v .�'�.6?, '% / / T1(P. 2 PLACES 4 �d DESCRIPTION OF REVISION DATE APPR. oom=== •• it' I Jd ie rt I + 0 3 a 8 0 s // 1 W 5' WIDE PUBLIC A7' U 3 UTILITY EASEMENT 13 '0 13 CITY OF RANCHO CUCAMONGA y Z J ` `=o m Behama Court a East overtook Drive J Z-O S J \ WIDE PUBLIC ,y - oh-.moi UTILITY EASEMENT 8 + 6' WIDE STREET xbe•�4 �/ r s ` See Sheet No. 3 , See Sheet No. 4 o TREE EASEMENT Plan SIIU Profile E= W H~G~H O '� J � for o W W O��W 5 NIDE PUBLIC UTILITY EAS G _ I' � rU t i U �W 6' WIDE STREET TREE EASEMENT C ,g y 5F!;; o r 40 0 4o so CONSTRUCTION NOTES: Aruba Court i Bs��o� / \J 1"s 4O� feet O 3"A.C. OVER 4" A.B. PER TYPICAL SECTION (SEE SHEET 2) Q��FESSIGA► -0777, I..-t5- .,r TZ_ ,;,, scale �o q Bermuda Court o" o U` W ^ �, Aruba Court I O3 8" CURB AND GUTTER PER STD. DWG. NO.aA9 10¢A2-8 Bermuda Court y ` Tract 14379 W O4 SPANDREL AND CROSS GUTTER PER STD. DWG. NO.a@&10(0-A h Z C p41341 , APPROVED BY DATE ` �yoo�N.,Ox j�- ` --� O6 SIDEWALK RAMP PER STD. DWG. NO. 29102 � /� I =<<o0 5a6os ; ►- =h W r. IZ'31-a3 �� R.C.E. 24953 DRIVE APPROACH PER STD. DWG. NO. 8As I OTA STREET TREE TABLE: CITY ENGINEER _ � � � .___ o E s P T�9C//J Gw�t/E7!/S/S I __>__�� �` O 4" PCC SIDEWALK PER STD. DWG. NOS. 819 & 014 IOIA4 103 Q © E✓1 �- �s DESIGN _- -_---_ RECOMMENDED h=o3= ��� c,Q 11 STREET NAME SIGN PER _. D GS I �•4ol-g O 019 RJS `__ _ �'� consul s, inc. 5TD w 40 -A OUERUS ILEX `l ` DRAWN 1355 E. Cooley Ive.Col California 42324 Az 12 SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) O C1 (7 t4) 2t27 SHEET f t Z C¢ u- J C, e W 13 STREET LIGHT 5800 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER ML-LM-SAS 5 OF 26 _ LnZ;Zy J t O O O O O y R.C.E. 0041341 CHECKED DRAWING N0. B J o o Q ©3 STREET TREE PER STREET TREE TABLE (SEE SHEET 1) I h inixc ELY FILE NO. Tract Sheet Ll of J SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB UNAUTHORIZED CHANGES AND USES SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.INCLUDING SAFETY OF � All PERSONS AND PROPERTY:THAT THIS REpUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE tJ N LIMITED TO NORMAL WORKING HOURS:AND THAT THE CONTRACTOR SHALL DEFEND.RESPONSIBILITY FOR AND CAUTION: THE ENGINEER PREPARING THESE PUNS WILL NOT BE N \ NOLO THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANDAII LIABILITY,REAL OR ALLEGED.IN RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR W O W CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.EXCEPT FOR LIABILITY ARISING � •\LIVES UCD S Of THESE PNS. ALL CHANGES TO THE PIANS MUST BE IN � -0 V' FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. � .� � ' -�• j 0 WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE N _ /2-----r— DATE 7/,�/ft) PLANS. ` .D , .�,► G m • C" ©I K f I I _. 0 . � r 1 O n dW aux . - . . - :_ Q . Qd. to • i.: Ne �` `. *33 . 5: ECR ♦ 3. S 1 C' / •5 - s; l�OtT�t t 16+33.51 SOUJDIRY 10 1'C 09 4 FL 4 Ilk, a 10 1 TC a9 3 M �• _., r � I ...( G. .. I � < ID,7$ TGA IQ. ( 9 u , < �--ds �' -♦$#'. 712 -> DZ C, /� 09 • 4 0 1 3 t 1 ' _. { 'an • y yam: iac� �LS � 0 � 10+00.08 C)�V)�1(TES o• TC 9 . 0+''00. �� ri � 1' 1 � ur �, _.,- _. V .»•.. _r.,. � _.,... ___ ._�-.. ,�._ i 4 9 .33 . m c I . O -•( --I � ,;> ,�I, mal o �� m A o p 1 7 .41; A I '� , `` - .- ♦2� 01 OCR Isa I �nl ca _ F _ X7.7 c ,t: l_ m x 7D ♦vs l .......,.. _ _..08. 47 S1 •�. Y.ql _ c � � "••; - o, 17 t{� . S 1 BCR _ L Q � • er � Z , O � :� � " 1 I I I • a l � d �. TG .> J �. 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T4• Pv r j , 04 C PIOR '306' C p _ Z1� , 2 1 r. ut to �► n , } f cam► • • nG M o, ir+ : b• 70 CIi)G l►dITS a o o { ' %q N ; t / I i ✓ �� �� CAL o i. o o er Ei .+-r x 10t i ; �, a POtNtS r- wtr� c*► # ' t ) 40Rso� Y c • } , /. ` V 93. 4In c U s C R13 RIp'I'U1�' 1 =54 .98An ct N / I ; + 001,AOL in EO f 1 � � { ! 1 4 Ell • Go 1 4 , i i f • 1 t J { . #40 } , ii : • aAw 1 / 170 1.7 [ i f , � i AL 4$ 6+�i�.9S 143 +lOiTL C R YrpT• _ *' � 1 4 42! 6+91 .25 92:07 ?L 16 17 is ' 19 18 20 18 18 21 21*17 ,4 22 18 23 24 25 26 09 '' o (Future) 18 14IV NO• IRADIUS DELTA LENGTH TAN766' 1+G • 18 k 1 90 625 .00' SO.11'00" 547 .42' 292 9 At NO. RADIUS DELTA LENGTH TANGENT AT10 -- -- - - _ ?? 1 3 \ ��' 16 35.00' 90.00'00" 54.98' 35 .00' ---- ----- - _ _ T' -_ _ 9 N 1•G, x 09 593 .00' 50011,001, 519. 39 277 .68 91 657.00' 50.11'00" 575 .44' 307 .65' 19 WO= f# // '' S CII _ =+` NOTE: PORTIONS OF OR ALL OF CONSTRUCTION NOTES 1,3,8.7,14, 18 AND 19 c 0 y O,, y1t04• o ON THIS SHEET HAVE BEEN CONSTRUCTED PER IMPROVEMENT PLANS FOR , r= e'6, •� 18 �' �fs� TRACTS 14380 AND 14139. CONTRACTOR SHALL VERIFY WHICH IMPROVEMENTS HAVE BEEN MADE PRIOR TO BIDDING. ma 320 1 < Z 5� xis .Cf �� 1 \�� 8 ' * _ _ L=1 6 4 - _ _``` \ �' 3 ��1b+•• S KIY . _ —_—_ e STUDIO 7 an M _ •> s 1 / - �'c C't — _'r`" 20 t: ti/ *� ENGINEERING + SURVEYING �D Z i N Uj > 1x1• \ /// QZ S �//�/ 14 14 9 �� `3`3 , \\\ O, 701 W. GRAHAM AVE., STE. D < _ m .� '�• \ / A�' 4E / \^\ •� NO. 33486 LAKE ELSINORE, CA 92530 � P. KING X d WO o 11 1 L; \ \ U WQ�� 11V�o U U \ 9 • '3 'so W o�W / 5 / ,/ ' ' � � .T,• 1 per, ��� (909) 874-9800 d LL 0 94Uj .3 /> �� // / )�Rir?lrTFR wALt, \ 1 g8 pw No.C 041341 N i zz gSTIP ` / 9.yy �S 6.� r / ti U \ B2 d ,�W /� 3'C' S,?° #1 -- 14 PER'MRTER WALL • EXPIRES . rz m 7 \ SC W o= / / h ' 4i LAtIDSClI 1!AS '1PT 22 ^ \ CIVIL V, 1AJ \ 3 • �Of 1F � '� 'ar �' e cam' k � 21 f , 3. CAL Z Q _III- `�i � ' / 'I // 1 ��0 / �'� •O �� H LANDSCAPE EASFNIF.NT DR o (E)6TE y'� ' O� - 7 ;\ �E)GTE J► / MMIWOE 1_ , �� a MANNOGE ��� � 24 \ •, ` �2 f-€" ti� Y deox �� �s 10 CITY • �• . DESCRIPTION OF REVISION DATE gppR 14 f,o d+d� ' CONSTRUCTION NOTES: CITY OF RANCHO CUCAM4NGA OLL=�ca` =o:WY �. 18 10x6 Y H V =v 1 Z� =o�=g� 1O 4"A.C. OVER 4" A.B. PER TYPICAL SECTION (SEE SHEET 2) A,:=W Q 2 W I9• �� /1, O3 e"CURB AND GUTTER PER STD. DWG. NO. 303 Pian and Profile W _=s �� JG it, �7 7 r e' SEE DETAIL Al SHE 1 `fid► 0 At V= Ja. ( / W W m W <� 11 51 � �C 9i / s x'�> / FOR GRADING AND ,. L O6 SIDEWALK RAMP PER STD. DWG. NO.849104 N2-$ � x99• \ � INFORMATION `r O7 LOCAL DEPRESSION PER STD. DWG. NO.6t9Sol CASE 13 6. � _ (► 9 4" PCC SIDEWALK PER STD. DWG. NOS. 8'I$•8-�4 1,014ol A 103 W�Q W o= R - f 1 \ \ s 11O STREET NAME SIGN PER STO DWGS.� � � O G54o1Af4018 '>�\ 1R \• 14 O�• Bi►hama Court Aruba Court1© SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) h z0=• H 5 W~J;W '31, ' 14 STREET LIGHT 9500 LUMEN H.P.S.V., 8Y SCE, PAID AND COORDINATED BY DEVELOPER APPROVED BY , ) DATE A III = See Sheet No. 3 See Sheet No. 5 W Jy 2 0 �t ` 19 O CITY ENGINEER % R.C.E. P? H =H~N=V W W W=_ _ 18 UNDER SIDEWALK DRAIN PER DETAIL C (SEE SHEET 2) _ _? '- =o=ff=moo - �_,,,o - _ DESIGN _—ff— R COM ME NLIEU Y W = _.'' 01011-101nda Awenue 19 CATCH BASIN (SEE STORM DRAIN PLANS FOR DETAILS) Ra�S 3 �� 4`q '* ) consul s, Inc. 6 1 3� ME "W _ W ® LIMITED ACCESS CURB PER STD. DWG. N0.9to5G DR�.A'N 1356 E. Cooley ivs.cot California 92324 SHELI o�zd=� �_ -/ c c Q �go �u.aea;o:� .•.£ wILSO/�Avc• RLIV�L7 F�N�-� ��ST S _. .cN=7EQ , c A,e z a . - r..G PEQ (7 14 -2 121 OF 216 Z C, See S�and SMp►n Plans for Ehwenda Avenue and~ 9t�t fors! in and ►I � G 40 - r)b ML-LM-SAS s s o 0 0= ��lf�tg do*�;Is DE`f�r�`Z I r1�r. 2, 11"= 40' _ W�=W` :tale _ CHECKED €�J�o=• fret R.C.E. tRM1341 DRAWING NO. IT $ ELY E G D FILE NO. shrrf V - DRAWING No. - CONTROL NO. OVERLAY NO. aVd 310 ID �r By OAT( DATE Br DATE VARY CURB FACE CURB RETURN POR 200 ' VC TO MAINTAIN 0. t L=55. 33' PVI=32.07 TL GRADE Release Date POR 200' V UVIS > L"IRK .,�•. H . PVI=32 .07 Ls54 . 48�' � � `` '�` � JB�NC✓�"� ���� �0 148-B 4 0 il'OR ,2 0' yIC M a ilc `rt I�I�TR>!i L ✓ ``' '`a STANDARD BRASS DISK IN THE NW CORNER OF A -'- M. o c- $vi 31;. 10A H o F4 4,14 ' 4 BY 8' FOOT DROP-IN-BOX FOR DRAINAGE - 1 -9 O °' Vu ,; 00 ► + °ri . . J,�+' CULVERT AT THE NE CORNER OF HIGHLAND AVE. -- ry F• �° ' �,OCIRL tFftF SIbN y,� o Evc� © w c elr o '^O' , AND ETNVANDA AVE., 66 FEET NORTH OF THS C/L HIGHLANDOF AND 24 EAST OF THE / OF 26+0.02135,28 00 o M ETMIANDA. r-i , , , . i . o e•! ♦ 8 . 4 tri �' $1�t5lAL1f �r� f L S P 1 q c '`' 4 6+89 .33 14.a0 EL . ` o �`� CURS i s ELEVATION = 1432 612 f 7 LT OF `^ k• _ 6 60 3 0 / 1N7fIC L OINT6 E, ; rn TJt r a ' rN 9 J i a p 7" Laf✓ LOCA , U : ca : ; ..' DPR S5 ON 0 o ao a E t , 27% -- , 49 `t'N a 1�' o rn 1I N I S G -A tib? 12 01! IY o h r _ � o SSG It `nom o t" p s` I + LTI AIS , A +•c> M �s �.IJ o, .r- e+ ID)�NT C�. -� Ir rrs ri " v POINTE; Z6 PO 2PA . { , , i p tnin ER'Z I�IRd GiO it C L` + + an i ## .r / 2 010 :VC ..- i : - 1 t ; PVI-48 . 1 � , 1� /t C J� . i to ,;v 'n ior� ."t'7CXTJ - , 'n ro y >D I r. t v► V , • i , ✓ , , 1 • e : e 1 e , i t i Ul o JR , _ ...� . + 1 O INTSt .+3 4G r., 0, .�' st31 L-`�4 . 4E> ` t r{ c eQ° ;s « E4 r fn I - -"-� G vr ". 2.274 ,;� .* o ti g�t� �? o f: o �''�p� i i �, s� e / !` rn to av P!T i 12.07 .4 j+. � ,r + Y � �'i r 1 F p .O K . r ,a A N vim: , IIYFN'ftCAT eE+o� �! �L ' c' ot rt POINTS+ • L1 ~ LCfC 1tiPl#1;!! I7 i N + # µ1 V a + in, tq �'; ^ w .# •rrk�' ` 1#0' VC II CAf. IOT3 ,. N,¢w !_ !-*_Z.1EF r - .moi•� �iL f i .rtT f �1's F;•o { + .. - `^ l�(I IlI j € ' -� + 4+ a vi e ,; is 54 :r o / t , in C-4 Ln , a i 'e . • f•r 4a es a +c}S fi • 1iI�T CkT. ipo : , ,V S� . 4 r �/ �� • , l j - - , - -.•. T Q O t • ♦ : -''1Y OE-4 SG 2.alt , o rtfJ1 ,� . �, Q 4 , + I, o+ R4 0 00 ryry I DENTI C,&L t + tw' '� a D r,u1 st:4• POI N15 T>ti"*n "0 �tTt' 'i` F >t' v ' I i , i 1 { co i # , i : e+ adf • , . i �. - - , , ISCALEt HORIZI t► , : « t , W I 8, t 25 o ,a 11 t4 26 27 19 28 29 30 31 32 33• o - lef y pLAG S I�SEMEIIT-THIP 4 ; U W[r M H0. U 6 U so ds•�I kR 61 19 M � N N *14 , �. 14. ' % �G I ~Ie+as•sl (future) 10 s`^R 14 U NCS :T NO. U � 0 14 v h N � cwe^o s CwTv Drft 18 18 U Ey U NO RADIUS DELTA LEND H TANGENT 14 00�W `_ ` ?' 101 1050.00 ' 31.43 '03" 581 .25 ' 298.28 ' a3 3: Zh _ ?s — NOTE: PORTIONS OF OR ALL OF CONSTRUCTION NOTES 1,3,7,14,18 AND 19 u o S z 'SG 3 r �`� ,. `��_` �� ON THIS SHEET HAVE BEEN CONSTRUCTED PER IMPROVEMENT PLANS FOR , < W N W W ��1 7 3s/� TRACTS 14380 AND 14139. CONTRACTOR SHALL VERIFY WHICH IMPROVEMENTS W o W �° ►� •46 ,Sgt, , y'-_ _ ,5e• rL HAVE BEEN MADE PRIOR TO BIDDING. �° 3'�.• 3 1 F . — - _-- ----_--i _ ___ _ , _. __--_ - ---- - _ _ ___._ -- __,-- — — —b�.� '' G RO P KIN Q Z = ;~ !d .� �� _—_ -- - --- _ -_- _ _ _ _�� �� S No.C041341 t < ' m ?pfl9• ` 9 - Z ► — _ 3 — --___ _ _ � , - - - ___ —_ _�� 3 �•�_ S N�sKIM -- - - - - - - -- --- -- _ ___-__- 0 STUDIO '7 aP�� _ c W a4 135 '� 4 15 `�� 7 ———— PROP WATER- ——— CP o``� LL _ N .�. W W <z" IIRSlRP1! WAI.[, / q�► S. a '� — ------- ----- — m- _ ` ---_----�{ 1 6 63. 76 TC pYK ENGINEERING + SURVEYING N J H g d > _ — —— — 3o Imo. 3348A Ar _ 0_ LA�PSC�►P! 1 4 '� S - _ = o<o ^ E�,fii `"'sI 4t FSP• d-30-96 701 W. GRAHAM AVE., STE. DI` � PROP SEWER 3 -• gVIL LAKE ELSINORE, CA 92530 H ° > S� O` / . 'r 1 (909) 674-9800 _ �_ $ b L i _ _ ,�°°9eti 77 �3 3 :'19x 6 I �C + trd• 9 b4 DESCRIPTION OF REVISION DATE CITY - ---- `O LL ME �0 on s �(0 CITY OF RANCHO CUCAMONGA t: �_w V X M)[LL 6 �*, rsRIMP'TER MALL CJ O. 4CONSTRUCTIO NOTE S: � -. J =W J Plan and Profile 4•A.C. OVER 4"A.B. PER TYPICAL SECTION (SEE.,MEET 2) 14 d Etp # � � o WGJW for � ����m� 3 8•CURB AND GUTTER PER STD. DWG. N0.893 14 LANDSCAPE iASl�l�tlrNT ���L�s`W �,� f to4A2-$ o M as y d o ' :.. O SIDEWALK.RAMP PER STD. DWG. NO.X49 tt72 « r O 40 /0 E � r � �Yl !�� � o-atg � s J`=�W o _ O7 LOCAL DEPRESSION PER STD. DWG. N0.319307 CASE B Etiv-pande Avreph;nue ' 40 ><coIe feet —CDOEM =B g-W r ti 4•PCC SIDEWALK PER STD. DWG. NOS.��1 IOIA 4.103 •W "'s" ` 11 STREET NAME SIGN PER STP OW G5 401-A(401.0 g Cu"Clllil� Data y `yAPPROVED BY DATE /9 1 SIGN Rt (STOP SIGN, UMrr LINE AND STOP LEGEND) W N=Q O LL' z W S v`_n NO RADIUS DELTA LENGTH TANGFNT CITY ENGINEER R.C.E. 2�4S 3 �- :y�a� 14 STREET LIGHT 9500 LUMEN H.P.S.V., BY SCE, PAID AND COORDINATED BY DEVELOPER - _ ___ _=_so 8 UNDER SIDEWALK DRAIN PER 15 35 .00' 89.29'46" 54 .67' 34.69' DESIGN ==s=_ RECOMMENDED 16 35 .00' 90.00' 00" S4 .98' 35 .00' RJS _ - = U ``' €r�t - _ Ir 17 35.00' 90.34' 21" S5 . 33' 35.35' - &S E' _ consul s, Inc. �, ° ` =Y W W= 1 CATCH BASIN (SEE STORM DRAIN PUNS FOR DETAILS) Note. im h'_�de=' so W ¢; J BARRICADE PER STD. DWG. NO,40*AND TEMP. PAVEMENT PER STD. DWG.rAS•132 98 1018.00 30 32 30 542 .65' 277 .94' DRPWN 1355 E. Cooley ve.Colt , California 92324 $HEE1 6 0 0<o=3 J 131-A See Signing and Striping Plans for Efiwsnda Avenue and 24th Street for signing and o 082.00' 31'46' 46" 600 .14' 308-01' c7 1 U -2127 -o W 0 0 0 •" W striping details. ML-LM-SAS 1Z OF 26 WFWe�o=>E CHECKED R.C.E. 0041341 DRAWING NO. d ooec H _Z LL ELY -71,-1f0 FILE NO. /$-��• `Treet Shea of C�