Loading...
HomeMy WebLinkAbout427 GENERAL NOTES All work shall be' done in accordance with these plans, the City of Rancho Cucamonga,\Standards and the BENCH MARK, WDA - current edition. Contractor shall be familiar RANCHO cuc NGA wit h and shall be responsible for adherance to these Standards and B-M. #82 ELEV. 1817. 926 Specifications. CHIZ. 11F21 BY SOUTH CB. . J *2. All pipelines or substructures of any kind, telephone or power poles, RET. F S.E.C. ,,HAVEN & WILSON. water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or ESTIMATE OF O%UANTITIES protected in place as required at no cost to the City of Rancho 180 Cucamonga. 9.0 0. 9 -9 4- D UNIT ...QUANTITY 3. The responsibility of adjusting manhole or valve covers, paving repair 00A157 '�q-C. pAlleWCAl 7- 0.41 '54.r,6 .51' -:70, 21.9 C) 41 A and paving replacement in connection with sewer and water, gas, phone, I \ 1 to ';4.c.P,4 tlelyEA'r oAl 'waa a,4xr 12 Ar electric or other utility line installations will be the responsibility of the t 0,0.4 4 2 90 owner, and shall be accomplished in compliance with appurtenant a 0.5, Itel 3 60AIST 9"co-c iv11e"az1rre-g Ordinances and Standards. f;' I CoAur eeaxs mlrre'z P" elrysm &a Iroa A#. 2171 4. Any contractor performing work on this project shall familiarize himself 5176 with the site and shall be solely responsible for any damage to existing 3 facilities resulting directly or indirectly from his operations, whether or 6 3 0.C.ic. C. 0 PR 0/l'7-y not such facilities are shown on these plans. "0 S CAL 99 1A1S7.41_Z Xrop SlojAl ol re 'to TYPICAL SECTION 5. Shading on street plans indicate A.C. pavement, determined by 90 7 structural section, be installed. 9 o 4 r, Re-Iwo V,_-#� eXISr e01-IC-01 We G urre-z Z.,z 2 .5 ro -1 W *6. A permit shall be obtained from the City of Rancho Cucamonga CARTILLA AVENUE, & ALMOND STREET 10 k t- OV46 46,Y1571 `R Z99 7 *,R 4 0" 3 or 7 Engineering- Department prior to any enroachment or construction with 00,A�r-, Czll.?e VA&Y- City of Rancho Cucalinongla easement or right-of-way. Z / > eElc 0 014 TeZ2 gy OrIleIRS 2 Ak IBEET 10 <,S- 7. All required stakes shall be set by the private Engineer. & MAYBERRY AVENUE STA. 6+42.62 TO 7+54-38 MAI 5 r '141A14ol -,S HF 0.4 5141-'5kV,l 4 3 �#' 2 8. All curb and gutter, where grade is less than 0.40%. shall be staked 40,L-9 SCAJL E 2 0o Z with 31 offsets at 12.51 intervals. Place 3/411 dowel pins at all expansion 4k 6 5 W joints. 15 4.c. okwe.14 Y, 4�5.r or. A J > 116 _17z. GtllaE All-f,4geee*,es C) *9. The structural sections shown are minimum. At the completion of rough grading, soils tests, including 11R11 values, shall be taken and a 12 'y material report shall be prepared by a qualified soils engineer. The As & 18 COA51. PRIVE APP90,NCIA FeA C, -rYP8 ;2-1 2— 7 report shall contain a proposed structural section and shall be submitted Ut', _J13: ft I 05TALL 5-TIZ TREE5 IE3 C-7kL. :111.41 1c) EA. 4- 9 to the City E' ;ro 1 4 13 14 15 16 Ingineer for his review and evaluation. Approval will be L Z�5� Ix IJJ given when all structural section requirements have, been met. I -I=:::: � J -,frIZEGT WOTES 4E pa6 ^Ie/ L__J V) - —AZO&/. f NO SC44�5 ;iwt I -_ 1 4; - - — I - C01VSrR11C7 7R- .6111- - wm - - - —. I 10. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be TYPICAL AECTION 19 IDDEN_ FARM )a 4ONeq R& A-R Zd�-C7%,OAI 0449, e�W X Rl pleivl/I-FE WALL set by the Contractor or Engineer. The stakes shall be set at all hinge RCMOVE p.0.W. '44' points, edge of pavement points within 0.01 foot of sub-grade elevation A@ of and at not more than 50 foot intervals. Additional stakes may be HAVEN AVENUE 1FRot, pl)BLIC coNsr 4ae/tle- ,9.P1-7R,9Rce1 R-cR .57P. /o/-Alo7' e&14 7- SITE it ll 'll A, �.A, .00, needed at warped or verical curve areas, sub-grade stakes shall be in bta,�q /p/ 7-vpb- A-/, wlor*, Pwe P1414AI 10Z AA/5 CO,e 7,e.A -9 3 Z J 0 W,4 Y91_'_7tee y A 4 A la place prior to paving to permit spot checking of sub-grade by inspection CONSTRUCTION NOTES.- 1-11LIZ"oeAl personnel, 1 C0NSTRUCT2V&" A.C. PAVEMENT L EGE ND 1. All sewer, water, electric, gas, phone or other utility laterals, mains,, or 2 CONSTRUCT 3 " A.C. PAVEMENT INDEX MAP crossings shall be constructed prior to paving. 3 CONSTRUCT 8" C.F. W/1811 GUTTER PER RANCHO Jo_�� EXIST, 1rTREET LIGHT 'coo , NEW STREET LIGHT CUCAMONGA STD. DWG. No 302,. 2. Compaction tests of embankment construction, trench backfill,, RacE 50 EXISTOSTREET SIGN 7 INSM14 D.� compacting original ground and all sub-grades shall be perf ormed at no NEW"STREET SIGN (4 ) CONSTRUCT CROSS GUTTER PER RANCHO CUCAMONGA cost to the City of Rancho Cucamonga. A written report with t hesei 48'# /10 -do/31 .4 �?6VV4?mi?-002FS 49Y 64LI-4410 4F&07. 7-/P STD. DWG. NO. 308. Ey p. EXIST. STOP SIGN Compaction test shall be submitted to the City Engineer, for approval If PIP prior to the placement of base materials and/or surfacing. CONSTRUCT SIDEWALK PER RANCHO CUCAMONGA STD. -W- NEW STOP §IGN j C0A1,57`KUCT 5 PRIVE APPqQAC��:5 AMP 6r99,6r C-411 Il Ilk DWG. NO. 310t INCLUDING HANDICAP RAMP. fore TREE6 P-rAr PKC 2006-0 0 f 0.51 1?0W 2006-o09 9.�! 'all 13. At the completion of paving, a materials report shall be submitted to SN( I-AIVE L,arr (p INSTALL STREET SIGN PER RANCHO CUCAMON GA STD 6 verif y: t he Cit Engineer. Listing all tests or determinations completed to f 7- y 44: 1 1 - . DWG. NO. 4019 0. 4or / X N-GA STD. INSTALL "STOP. SIGN11 PER RANCHO CUCAMO a) R-Value, sieve anal sis and sand equivalent of aggregate base. DWG NO. 402. Ag y ZZZZ —Z 'Ile A Z STiZE-Er 150TARICAL,U4.141- COMROM MAKE MI�A- 6ROQ UZE; 4 VC4 7 I-A 9, (b) Stability, oil content and sieve analysis of asphalt surfacing. A;Ar&fd ve 0XIS r. CONSTRUCT 8" DIKE PER RANCHO CUCAMONGA STDv Allir— - 3 7 f&ER Aof Ll DWG. NO. 313. OUCFtU6 JLCk OLLICA14 51 4. When asphalt concrete is placed on native soil which consists of a rocky 5 UO ALROMP - I �4 /Ova N SAW* CUT AND REMOVE EXIST. CURB AND GUTTER. A I ZG aukuTlTi material. The sub-grade shall be prepared by removing all rocks which OT rotrude above the sub-grade and all voids or depressions shall be filled REMOVE EXIST. A.C. BERM. 4",07. Piet p &0 SC4449 15 CIA 401 ble, With a fine grade material of a quantity better than the native material. TYPICAL SECTION CONSTRUCT CURB ONLY PER RANCHO CUCAMONGA STDO 15. If the asphalt concrete is to be placed on sub-grade. A soils sterilant -7 DWG. NO. 301 . f registered by the E.P.A. for, use under A.C. and P.C.C. shall be EJ FARM ROAD HIDDEN uniformly applied at' the manufActurer's recommended rate for the full F 73� -ii '02 EXISTING UTILITY TO BE RELOCATED BY pavement width prior to paving. 't. DO* U3 CONSTRUCT "UNDER SIDEWALK DRAIN- PER Estimate of quantities is provided by the Engineer only for the 16. RANCHO CUCAMONGA STD. DWG. 507-a# (TYPEn) . convenience of the developer, the contractor shall make his own L=14 - W=2. 51 No. 21537 1V .ES determination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in 4 . CONSTRUCT BARRICADE PER RANCHO CUCAMONGA the estimate of quantities shall be considered as included in the other /0 STD. DWG. NO. 404 . items of work. I co clvl�- F9Z DRC ZOOZ- OOZ46 ., i CD 4- CONSTRUCT A.C. OVERLAYr VARIABLE THICKNESS. tnp OF C CC- XPI, -03 17. City approval does not include water or sewer system and estimate--of LOCATION MAP ' 12P (06 REMOVE EXIST. STEEL GUIDE MARVERS AND RE LO-CATE quantities. 11V,517AZ_L 01-71VE APPI?OAC14 AIVO STIFE67T 77?6,C,5 1-07-2 AS SHOWN,# J7 O-V C z?C0002-00096 SZ-Fcc_ ,V11E6r4-1 9 1 D, 8 0 At GYZ-4NE"SSO 18. Street markers per City of Rancho Cucamonga Standard Numbers 401 .9 "1-71 STREET LIGHTS ( BY OTHERS) 111-SOrA-41- 2 401015 AlMe 54e and 402 shall be constructed at each intersection. PAC- 0.ri 0 zL cM5Tf7,Qr-T MIVE- APPROAC�A FER CtT1 S�%P 101. -W4�)<= F7,Ea� Let lm�,TALL Q VMVe AFPVAC9 -T TIZEe-5 PER DR0101 OH eDRT. 4. l ta M , 8 1: FLAf%l E5 �rEEE Sze 19. City approval of plans does not relieve the developer from responsibility ��Tll J0/C,9 GNl goom—*Sol %one uction. T TALL STRr-ET -MC-r_-,5 4 6-6 -,91 for the correction of error and omission discovered during constr 1@9 %%INS Z C, A 15 42PALLOM �AQIOI VAM13Alll ST%it A 5=L0 21 0 ,00, 7T PeA 2 Upon request the required plan revisions shall be promptly submitted to Fe%lvjv�# 25, O.C%) 0,C-R. i-rze-ei" cot4sTwarictm tio-Tes oJq s r, XIS7 -'City Engineer for approval. 6 (CA11ZTILLA 44% 04 rNSTALL DRIVE APPRoA"t STREET TREE IAIV 4 LtI411T S rop 15 U ME -t 5 TOP LE CZEND ON La"r 17 S RT. 2 t 3 Pr_P OR 119-23 S- TRAMS1 rAAA1 c r1ohl" IrM IW4;1ALL 6TREET TPEE FE12 140TE6 AKI9 it � Jok h. a,L 0. site and exterior. streets shall be in a neat, clean, hlazard free, rs -6F 01 Val 90% SLro1r. �state, throughout construction. Site shall be cleaned upon APPAOACI-1 STF-45L--r Te 9 ON L 0 7- LE _W0 0MGpT f th&�'inspector. @ 4, Z� �d(3TLP3 Fo Sr. r11&rS1&XN.1,rSf 5/47. 3 4- PC-P- DR- 99 - 4-4- 0 Y L�A 1,45 0 A:9-0,o A10 $444& 2-�6 74 YFr. I ALL_ 97_29ET TW��eS AQL= T6 13�e FL dod _,4�iTep )kj 4006pp4MCL:�: Wl-r(4 fro Arz G E I TY -FA fJ PA v--D FL A M(S, TYPICAL SECTION do C-0/V AA tF�J C E M t:::M T OP AN-K PLA T/N(-= At4 A69-noomic- ine.,following, as required, 48 hours prior to excavation: PfZ1 0 V_ TO T[4F:' DESCRIPTIONof REVISION DATE APPROVE z] r, %,1,v�;;a SotL-e PEFOP-T S"4L-L- BL�, PQP--N1G14jeFD TO THG crry jwspe6-rop, 4w-( o.24G'Y,;) 7 U14LJ34_1AL_ TOX(CI-FlIC-L9 61Z MAl-( Rjg�tjfp MAYBERRY AVENUE- f/ San 6 b r fe'!I Val 1 ey Municipal Water District F�ACIZ_r/Lk_ 90(L 41141��t-IPA4k_-�,J779 07' -�Mr. Bob Stallings '213) 969-2718 1�4 S PL�CTO Va , OIL I FY TPE CITY C 1T%T'f Of #"l A IND C U A VIN PROFILE H U L; Lf M S T.A. 74-5 4,38 TO 10+13. 5 5 3. ALI for Base Line Road construction -nn /"SPe:C7-'6N A�,� A002�5PT-6AIOL rZW51r14A(FROM CF C Lo"'r10A 7- 1 - ��'I SAR:IrloAl m- 4, STPeG-r -rP,5r-_5 ARP- To F6 FLAM7-eD F5P- FZ-Jf3LfC (MPP_0VC_::Me1,-17_ lam*4wl I � B. General Telephone (800) 422-4132 Z/-4\ STRECTAIME 8074A11CM A14ME CofAHoA1Af1414& 14INGROW SPACIN47 Sla& 07Y FLA N-'9 ON L-Y I . -I%-7;z;z�_�,, for underground service p4cc_ 4b Z-A Al,�e-,fl,4sq o-cl 4 7-,i5s TRACT NO * JL 00 4 5 A CARTILLA 18R4Cvq1/CN1TaV 130TTLC- TIRE& ZSO.C% Isol *4 1 % 4/46 %; 6 ME,ffr NA &0r4N14X1. N41V49F 91ZF kh 2017 O*Al-Zf-Y WA Y C. Southern California Gas Company (714) 529-2889 �9/'y I 4W I LJPI-AAJ13 CA 91794 = 2191 E. Birch Street (714) 529-7070 1 9a 9 909 946-6?71�7 T11 it JLE S H E JEE T Brea, CA 92621 A J_ 446fl,�C&VIZIS ..AZ *S O� 40 Ole, ILA LJ 2-fz fA1rAW<`lF­0,l PROVED By Cucamonga County Water District (714) 987-2591 AL1140AID, ST. iP9EMV5 ILEX 140L/_K OA R' 5 DATE 9,-zz-,r2., 9641 San Bernardino Road NOTICE TO CONTRACTOR: CJTY ENGIN 0 A EE RCE.No 23889 R Rancho Cucamonga, CA 91730 NOTICE L DESIGN MAODLE AND ASSOCIATES, INC. DRIVEWAY OPENINGS FOR LOTS 1 PRIVATE ENGINEEROS NOTICE TO CONTRACTOR DETAI. cf, J870 CONTRACTOR SHALL VERIFY ALL' The existence and location of any underg ound--utllltles or structures-shown D., IV 4J.-N r 01 THROUGH 16 OF TRACT NO. -10045-1 OF SAN BERNARDINO COUNTY '71 , on these plans are obtained by a search of avallable records. To the best CONDITIONS AND DIMENSIONS �ftWW )_, I of SHALL NOT BE CONSTRUCTED WITH CONSULTING CIVIL ENGINEERING out knowledbe there are no existing U1111089 GXCOPI those shown on thle AND SHALL REPORT ALL DISS DRAWN AND LAND PLANNING THISIMPROVEMENT. SHEEt N, TY DER 'SIDEWALK DRAIN 600 N.Mountain Ave.,Suits D-204 J plan.The Contractor I si requIred to take all precautionary measures 4UN 2� it WAYS AND CURB OPENINGS TO BE lect the utilities shown, and any other lines or structures not,shown on these PRIOR TO THE COMMENCEMENT INS PHON9j71 '985-9629. OF 4 to prooll' , CRI5PANCiES, TO THE ENGINEER P E J.L clv�� DRIVE N W,4 4-J UPLAND CALIFORNIA 91786 0F w plans, and Is responsible for the protection of, and any damage to these TALLED WITH THE IMPROVEMENT OF NO 19coq[.4T lines or structures. QFWORK EACH LOT. CKIECKED �2_ryvl, anm= C4 RCE. No i� DR AWIN G NO. DATE FILE N003W3-S ' 427 )05 -T L4N -UT 1Sf • (• BENCH ® • Q fVc w f •`' ANCHO CUC ONGA _.....__, ..._.._..__ _. .....,.._., ._.,._ - .._...0 _.__._..... _..... _. .. .. .,,. �� , A 0..? _ • • B•M• #82 ELEV. 1817 . 92 N ,� I111Z .s fie, rix SovT1� 1 . i ...-.. ...... rt . ... 14 00000 N 4 \r .L e ( S a E•C• ,A�L-d V EN & fillNil • • ° �! 4 V1 Ill \ \ \ • i� • • AgZ ! Pj e O V % * PON 00ow- lo pol -._ t_� _ 0.00l :All AVIQ *A kc.�, T TO .P • • y 1 Owl 000or B • ... -._ - _. d • '� .. _. ....._ _. ..._ -. e n4 •� , qAT ® • /fir T// y♦ ` / /t E.lit c. N ® ,u ,C _ . - 0 e • • 6F U - ol 01 ® r b • , N • • \3 illl v (t� pop :114-4 II&NZ iz • tV 9 e - • • ° • • —'--+ - t IN. I '00— ll .. ._ Z. ._. �++ f ___... .._ ol kL I .4 M w%R0F1 E' 15C A Lff ir ... ..... __. --._ _ ... .__..._..._ _ .. .._ ....an. t Vr_0 1 T T I �1 13 01 -_ - - _ ♦ }. • . r 2 0 9 8 6 5 2 f , • ' 1�15TAL1" D]ZIUC� PPRaAcJ4 J+ 5TRISE'r TREES 5roP 5IC4U k 4= vo D ` 1-1 IT u +C 'l 1.F_C�SIJ ON L6T 9 PER. DR=19~23CA. deE r. 49A rA C/ 2-7 / " t HAVEN AVENUE /f pHIDDEN FARM 'l 0 q 1,p ft .� O 0 f t E p.. . �s o; f `f ,E. t Q�q Val, Q_210°40'®D - - ♦/•� Ary. /' ,� = 2• / ' � n ., !'[.^ t?G? f f •`v � T'4 � !.�Q t All =40 b.�.3EE el&HT 14 R50AJ ? 2Zo0 rr � SCALE 1 4 Q kXARTILLA AVENUE 4.1 .� n gr f N ! a 15 16 41-111 , 'A'I lot 9 14 13 14 12 Ik\ Z4" j; Z Nll IN. '� Q^iS® foo ' \ h 7 > zi I I 11) A kil /pjN/,A/ r A 9 77-r 14,75 19 N -S 5 A Irl 0 . . I 5o CA 41.0c Iz �4, @ % I -m . , i�.;::�,- S co e ZG•! f ZGRCv9` 7. ` �` 1A V1 V1 71yp 23 ' ''-• a j •4Q' q h h /dO.DD' P /• ' ® • ° VA` • - - •V ®• ••, ....a• s• I +Sa•g -o •w M ""Y '• Y r �4 •• • 4 e•e • •.,• ,. •*. •ti ® 3 •Af w _ , , d°tLq . r O ® IAl ••r. I M b 4 • M : b .:t s I ll 011 I ` moll a a q Jr a41, Zx m. .: c• 'IQ Il Ill .�- r. F` ,»,,'R a,, N �� � N DIZ • - �.��, `eye ` GN. � • N, I®N. _. s All !B' ��.G► +,�,��� . ' � �• cy 7 `) /�Z.00 122.00 / • / �'a3 33` ja ,� • ► o • I C I ` yjI5 '�" f SRT• ( T. ♦ W r ! D ® H ®' I c M 7 t I ' w 00 N QJ Ora w z �, I 1 1 17 1 k . w t � �. 8 • 2'.9, 2 �} T' x® / yr - I �G 1 i$ °� A/D TE'•.° S,E'�' s'F/,�'•. r_j' 3 ,�'�VO T 0�' of 117. 0 VE/VE.u"T � � PEv/5ED TYf'�' OF ST.�',E�'T TiPE�S�N ae r . n/o 9129 F O,2 ,11�/t4 Y'!�� '�'`C .4IfE" /-1�t/L? µ 3 i4GONC? C4f7*/LL.4 41146 of G/TY /`/ -• �� F'L �lS �' ��� � Q= 000 100 R �,�10o,E-�cr �A�2`M AAf3• r Z !�v•sT•��� p�e�.,iE�IPP�p�c.H �• T,�P-v-T 299& ��GST c 3• _ / &7 27 ' j R QCT —00 j � OW �f�093Z ° � 4 .x d A ZZ V71 53 44 INSTALL r w T =: `� . . ago" 0 As gpw& Ak H CU%,,Amur A ,R T 1101]PL L A D it ir il` RM ROADko I T t KANU u C iAL V N U E D N '`9,-) H �'ONa r/F4/CT'/ON' NO T�•.�a FO/�' �a T?Fe.Fr 71PA ,E'.^� f a ,4L L J�T/�EG T Tf,L�,G �/1�L.. ,I O G/L /�L,lo40E, /, //Y PLA N AND PROFILE CONSTRUCTION NOTES: lAll ' ,4C01W,,,4NCE•fflrl/' C'/TY TG7. / , • • W. 15 CONSTRUCT A.C. OVERLAY`,VARIABLE THfCKNESS. j " C• PAVE CONSTRUCT -81' DIKE 'PER CHC) CUC QNGA STD. 2' ,QLD ,aT/r'.E,�'T r1pzi 6 6114zz B� 67.wffev,.two 00 4' 5 1 1 CONSTRUCT A. 1 REMOVE EXIST, STEEL GUIDE MARKERS AND RELOCATE /�L,QN7Z- D �QCCOff'L7//I/�? Ta 6%TY ...?�'•Tf...�. _6_62? `, TRACT NO . JL DWG. O. 313. 2 O N - s s M o w N, O/€-' ;r g /2X/�l/TY TO N.4Fr.G7.aC.9P�' HIDDEN FARM ROAD w U E F C SA U D REMOVE EXIST CUR - GUT E . 6 lv CONSTRUCT •F• 17 STR E T LIGHTS f BY OTM RS) ar -r•yp� iz- I L7/C'T.4'T�;�': CUC O D. D. G. O 0 . 1 Q ov EXIST. .C. B / / cblv..Tfc'UC'T,cvp1i1,e,4,o r' ,4c1� f?�ft' C♦/T1�a� o. ; w 4e,o v=p'E,l'PL.9N .�:" B.�IC'ft�i'c/L L /I/f/XTU/I`�e G7/�ALL .`�'T/f',EET T/�'��� OF CARTILLA AVENUE~ Q 8 5 4• /tiff' ,Q 7_101Y o ST uCT CROSS GUTTER P CHC CUC NG 1 CONSTRUCT.-CURB ONL •PER RANCHO CUC O T fi/.4�CL �f�Eft`' Th��• R C'd/l�l' N A a �� P 2.,,44*Z.. 3 /9 /NS•T.�IL - •aTi PZ' FT Ti96:.e,, /«ate G`,4LLC�/Y L/QU/0.9MBAfr' ,�T,f�f,o4 ll Z(,14 al 411149A:7011101 l/C' a�01Z. /F'5/:P� .. 104f ENGINEERCJTY FE6711�,4Z , 2.a' O.C, �'.EF •�T/�,FeT T/�,EE CO/1/.�Ti��/�'T/c�/V ,r�U�'N/.✓�NE,O TO TNS' �'/TY'//Va�"f�,E'C"TQ,�:' � :® �,� CC)11ST UCT IDE P CHQ''CUA QNGA STD. DWG /i/®TE'a h�,ETC'EON �w ° If If DESIGN 310 INCLUDING HAND SAP 4t' NO' .a'Tfi'E�'T T/�t�,E' S',ry.4L,� Bim'F'L,4lVT,FD 'DWG. , • OF SAN BERNARDINO COUNTY TING O RELOCATED OTHERS.BY ® '/rvsT.ac.�. S7RF rz r T1e�5 , / 6ALLOA./ PZ AA/li4�1L15 A�C,6?elFol IA 3a o �. ®,z,/ ,�1/f�ETt', ' T,HE C',�/I/TE,Fi' Of=° Tip/E Tir'U/Z/f1' / �'Ll.�.a�'�ft • 4� I i.' G PER CQ CUC QNGA STD. `N� C''353�'3 • CONSULTING CIVIL ENGINEERING I ST ST E SI 71 N Tfi'ftt64F FEET r.3J T�7 TNS•��4CE Oi�Tiy� � 01�� DRAWNAND LAND PLANNING 13• . CONSTRUCT UNDER SIDEWALK DRAIN, PER .!�il3l���! �i'4/rM �eota•A �, =� 'D . • O:: 401: c/ a o •/ CU/T'6; UNLES,��• C?Tfi�Efr�if?//.5'�'NUT�Q. 1 �, i ; oo Mountain Ave.,Suite D•2o RANCHO CUC ONGA STD. DWG. 507-a, (TYPE ) . '` F=f? 'STi2E•T Pea' Gon157'�' CTS ^1 Al T S- �, ,� eY ;` • �, �: �� �; UPLAND, INSTALL "STOP SIG PER RANCHO CUC QNGA STD. L=14 • W=2. 5' S ,f�i�t�/4 a ic,�o. Coo/ ems oA/• .5. .ALG .a Ti�'� "T T,r�',E,E. ` A'�4',�' .aUBR./,EG"T TC? h ,� f "z.„�,' M. � =:�., C,/4 j X85• !o x 9 01 G o: 401-ANO `PA4fA1T /1 L1t 1IT LINT Amo .. � fN.�af'EC'T/G?/1/ .�4N0 AG"�C,�i`�'T�4/1CAF46,x''Tiy�'�” :' ¢x,�:�"�." • ; fi ; WIN F�.1NT` 8.+ Nf f5'IrNo OP LMC�F_N D Ill SAE, $" FROM U4 _ CONSTRUCT BARRICADE PER RANCHO CUCAMONGA 2I IJUS7'�LL 57�i1"��` Ti2E'�5, 15 L� C.LCfJ 13�.AC�N �G.N�7'UAI PbPUL�I�.�S 2� UCt« 4'� G�I?'f"l�C•�h •���f���� LIMIT LINE. STD. DWG. NO. 4 04 • AVS• . STR L T• fiR l c♦olUS�tT' VC.TIC)11.1 1Jd�CS Nn TAIL DArJZD Al 101 Et2L'pN. ` •f I 1 _ I ;S &q. ? ; 1 t . s• - - - - - - BENCH MARK: - + ANCHO CUCAMONGA - - - - - - — --- .M', #82 ELEV. 1817. 92 •� lI I Z. "Q" BY SOUTIi CB. . j ET. , S.E.C. ,HAVEN & S T _ - - ! - —� ILSON. -0 -Q w - - T __ 4 t - -! - - w - -jTiE T ,tt VN.;rte W ^ o� + .041A - - -� - - rAt I NIL 0T_ - - ��4 - 1 ! - - E o - - - ' - -- - - V , d► —t oI � 1 h . 1 ; 21:Q - - - t-- ' + - — - -+ bi fl + 1 - � - as r�m X z G 10 14§ t ; ' r V �� A �( M '1 1 ; 1 1 ► I -t - 1 } ff� O F - -• - 1 - - �M1 - - - - , t i - f ,� f � F 11J.- f I : �.N : _ V - - - - -- r E 4 r + r ft 1 .21 1 NL 1 (� JL ICO OOOT 100, t Q r0 .P 1I'� A 4. w } t f . . -+ i YA'SE - }- • - - - - i f 11 2160 +2'k q 0 10 9 8 7 � 13 12 11 10 g HIDDEN FA M ROAD .?E'E R/GHT htE�EO.V K f I Co. RET. APA rA CB. REr. o o ,•a A_� 44 4/" AYBERRY R' 27' 6 ' I ALMOND STREET I�• .42. 7Ci ' - o �. 4? 7�• i SC ALE 1 40 la ., r- 2�35' 16 ,� F AVENUE r, ® SCALE 1 < <i0 _ x l8 �' /2' / 18 ' FsEE 4 EFT HEQEoA1 z7 3s' N W b SEE .S'HEET- ,t/ ¢ � i8 ® A 3 � QI p, CvRB OA A ti ,V I 0 I VA IES � J 11 - W V ,d= /6'//'97"� tl • Y���0 f>t 3o Op 7 � � 914 830Opo TA �' Q= 2/8tt 11' 5, .I . � I , �, a- /e , /e Z �, A-89-/4 W&- 6 4- G9 n ; ; 5 e I Q I Z2 27 . m ^ Cy�� a''r�' T= 94.9/' 1 1 % �" Ih 1 �. , ti z. 2C V I p 6 r' L = 422.05' x f D Q= id Z• !T MAANEf`Na i�ls/7/ 5 T= 2G,a 5, 4- 9 • I� � , H ST �^ y�' E•C.�. i i IO d`� 13 20 • $1 h �I� << s x.79 . b: r. o .^ \ 0 Np n 'R IIsi fs'4• 9.t 21 - 1 . ' G .._ 9iO'Gp• //5.00• 2.Q7 4 al 13 f f ti o i 3 - J '1 IV I l O O ♦ h - ,�' - — — 4�'' ly ��' ,�Q, + h 4 ti� N ' ti y� 3 1 �% '� �� 4" fl�''�4. /1�a g (, q //hPQoyE/yfFN � _ • �� w r O b TMG �,, at �4 tV A r. C' 4. FFA 0 �1 1 \ -� o Slaw t _ EY/fT_ Az jr&4 �/ ►i ,e — N - � p d/EW WAT/0w FO[ Yffg- � � ; c �sr. r dws xlwe I _ qty I C. C. itY• O. E.4 s&HENT I V v w N _VI 61//� lwgeYERS• >J� i AAWWrA w D,4cifo,�uiv EX/ST WA TEa MAia/�7� W o,� cuc,n Mo�v� c1o��rT I w.4 rEa vrsra�c� a �0 \ QAt Co. 41 Cv�B QATA�Q r �I-�C U,Q,B DATA ,� 1 o► I t A:2.37'25'" `4� N ^� R=��! 37 41 i r �Q N �ts9 i� iuu.4ra��.e ,�v. CB. SPE - DATA �r11r) '� `^? g't�' A,1M0A10 r O fJ0 I ( ` ( � / 90'4 S'Z4 � L. ? B �� '� bl ' O 1��r'` �� � �' Q 30 I 29 0 2 0 19 0o-zF_/o-w/1 1 o TsZ��`- 1 AYB RAY A ENUE �m . ���� s. HIDDEN FARMROAD4� O.gTiq .ci1)PC- qwv CPw.OlAl 4= Ae // .P7 b D �+ V �j ,Vj d /S�//'�7" rer zoo' k�0� ti _ y 411 6 FOA STgUCT DR�vE APP iniSTALc ST2EET T12EES L=G3•S!' T=32.02' k� T. Dp q\ Q�OFESSIp��, ON DoT 6 PE- D2 91- 44 By LAve # AS90(f, Z- ��, o NCEA•�•9yc�rcDESCRIPTION of REVISION DATE APPROVE are2I- or ~ No.2-3 01 * CITY of RANCHO CUCAMONGA CONSTRUCTION NOTES: ExP 12- c►v« PLAN AND PROFILE 1 CONSTRUCT " A.C. PAVEMENT 9. SAW CUT AND REMOVE EXIST. CURB AND GUTTER. 17 STREET LIGHTS (BY o T HEP,S) 691E E� F F LPL 0 REMOVE EXIST. A.C. BERM- �-�`' TRACT N 2 CONSTRUCT A.C. PAVEMENT la CO/vSI'RttCT DRIVE APP�Zo�LCN PER CITY STD, 101 � TYPE ,Q-/ 3 CONSTRUCT 8" C.F. W/18" GUTTER PER RANCHO I CONSTRUCT CURB ONLY PER RANCHO CUCAMONGA STD. Q W . X. PEA AJAI CUCAMONGA STD. DWG. NO 302 . As HIDDEN FARM ROAD DWG. NO. 301. 1AISIAGC_ STREET TREES /5 &Az. . 4leRegP AGRIP'tP -/A► 40A57 G/vE DAX) O CONSTRUCT CROSS GUTTER PER RANCHO CUCAMONGA Iq , STD. DWG. DZO. 308. 12 EXISTING UTILITY TO BE RELOCATED BY OTHERS. �D O .C. o1v M4yA,EX-CY At/EtilvE �PE2 STREET T,eEE Co�vSr�2ueT/O�v MAYBERRY AVENUE No'rES oN sMEEr OS CONSTRUCT SIDEWALK PER RANCHO CUCAMONGA STD. APPROVED 8Y DATE 2-ZZ DWG. NO. 310, INCLUDING HANDICAP RAMP. 13 CONSTRUCT "UNDER SIDEWALK DRAIN PER IVO TE: S'EE S/IEET-S �A1t/� s- OF 6 OF/MP0JVFMENT GTY ENG►NEER RCE.No 23889 O INSTAL STREET SIGN PER RANCHO CUCAMONGA STD. RANCHO CUCAMONGA STD. DWG. 507-a, (TYPE II) . Pc..ovS FO.P TV. .c/° 932 9 Fo,P MAYBEQ,?Y AvE. AA10 L=14 ; W=2. 5 A//OOEAJ fA,2M � o qo. DESIGN ! M E AND ASSOCIATES, INC. p DWG. NO. 401. 14 . CONSTRUCT BARRICADE PER RANCHO CUCAMONGA s f II/ SAN BERNARDINO COUNTY 7 INSTALL "STOP SIGN" PER RANCHO CUCAMONGA STD. STD. DWG. NO. 404 . 20 IUSTat_L STREEL. TREESt I3 GP�L. bRAGKyGNITrBN AGERIFOLIUS 3Q �,G. �� CONSULTING CIVIL ENGINEERING ` HODEN PARM RD PER STREET' MLE LONSTRUCTIDIU tion S Nuo STANDARD DRAWN AND LAND PLANNING SHEEP' J�0. -�} ",T ^��Q,o roe If,�ut f A00 N.Mountain Ave.,Suite D-204 DWG NO. 402. 15 CONSTRUCT A.C. OVERLAY, VARIABLE THICKNESS. �v' e rNsr.411_ sid rjv#1 E',.�itl�F I}PPRn�!' Es, cvRe D�t4iws, t�.F /� UPLAND,CALIFORNIA 91786 OF-4-- DWG. ?J _11�/s-rm4 z m FffT' -mzaS ,1s, GAL. c?vrRccrs SLEX (#ell &.4 AT*0'L1. C. &A' 9-�-00 ����; r �`zt 8O CONSTRUCT $" DIKE PER RANCHO CUCAMONGA STD. 16 RLM^VE EXIST, STEEL GUIDE MARKERS AND RELOCATE " �J1yJ� BURR �G`IC StR JIFT Ti4L�E CcvCT*�cr10 1 NOTES AND ST,O SD! . SOL - STRdfT TtF><T PLR c�R 99-.3D CHECKED ItGE. No•[5Ld!'� -DRAWING DWG. NO. 313. �� y y - -- INSTALL STREET TKrLES Op LOT 4 PF.R OR"-Z3 L-/G• / No. AS SHOWN. Q 2-n-ZCoo �"i6. qTE 3FILE No/'�-�1- 4 2 7 P pp , w , 1 f t { g t P 1 1 i i + , r 6 4 0 Mumma=R3110= MEN==am=no==mmm Emmmm mmmmm mmm mmm mmmm mmmmm mmmmm mmmm mommm Emmm mumma EMMUM mommam m� : r -4- i w i r a > BENCH 1AARK: CH0 Clli«< ®NGA B.M. 82 ELEV. 1817. 926 « �y'�q 17 Ci11 L#• BY SOUTH • w I f t � � 1 -- - .. --. __ • _ ___. ..__.__ _. __,_ _- � � RET• ® S w E w C w ®diA V EN &t ! f I ! 1 .._. WILSON. 1 { e , iii r w i , • 7 • , to 4 { f ii � P t r 1 , } 6 s 1 { i i P i i M V r , 1 i , Y � • � • F 1 ! i { i --- p t ( ( { 1 F ( I 1 f f 2 , IA�Ur 111 r t f fiT owe 00000 r 6 � E r I i � r f F i # �. ' • i i 1 4 i Z7 • E 1 9 r � • k. j r i • e }}9 N F k , r t i s fp ! 9 i l x P } I I ! « t i t t i E r r p ! C I 1 -3 { � f r l � � j 'i , I � i r OR r r i « _ ., _- _ ,. r M I f ! f , i w t fr r I i , t X r 4 + ---- 2130 21:4 _ �a • ♦ t 6 _—. 4 ____ + r r 4 ! t t j 1 i t • • ...+ ,IVe t t t t t f • } � y + { 14 1 + f f (1 { 111 1 r e hh 111 ' ' P � �• ` ! � i A i r t A m W, AV k { r �"'�• r t 6 « j , i r { 1 i r r t ♦•"/ /^.• M"` V { `�.,, x { « Q`« ... t { p f t Vii. 4 4- ..-_....--... . _..... { .____ —_ .--__ __.._-'- __._ __. ....___. _.._ _...._.. ' .._. _-.. ..__._... _. _..-. µ .___ _.T .._ 1 • r ,.__....- ......__._ ).. _._._..__.' , 6 r s � o ° � a ♦ `� � 6 � ,fit � 4- 1+ Y f 1 f r { e r e i 1 4 t , 1 , f • •'.1 h i 9 • • t ._.._... __..._..-. _...._ .. __.._..... .. ..__.._..._ ..._ ♦ + +. a +, + t {- 1 • i _ q r t + t ............. F III a • u { t I • r , f fi 1 r � 24 { r i + + } + • , f • V Q d'j-1 •w 1 t { J, 6 a�• ' ` i f i • ; i } i ; I • v f ' 1 f r r f • • A I _ _.-_ __._ _.___ __ _- _..__ r { ... f r - �' tM Y « , , , , 1 , t f • , Y , i 4 , • , t t r } r � i N M, e1 D� � p i t F t t , r f • r Now 0 ♦Y .{ 4 - '�- - +. }.. � ♦ 4 + � � ..... .... ..j t j'• w r ! t f , • f I - , , , _ Y e I 1 , t _ 1 111 -L - -- r t r 21 r n rl 74-OP OF DRIVE APPROACI-t WIA167 SIVALL 13E A MINIMUM OF 5' ®� ® �r FROA4 T11E PR0 kTECT101V OF Tl4o SIDE 10ROPi5R rY LINE /' �•%' Iw '�. 5� Q�r5- oo Oo �� 'Z N = iia ' C4 150 8 AA rA • � tie �y � I W ' Q n 11. T= 1407 , �n4 tu .10 ..- ' o . •, +08 33 7 16 Al� i ��7,4 16,tore _ FL , W �I Cog.?9, 2G / .•.��•• �.• ` erg ` . 1 • "! tri M V { �7 • +f«�" �s� .nr "�i U1'• T,l?,�T` / 9 ` td,� a L; �' � AXP ,r _ 9® �► ` _' ?"re 07 X1 1\3 01 4-89-014'f�� Q-/ QC7 — M r u1 V► i l /2•Fir *4- = 27 KV InX. . / t;4 W h T- 2 7 0 = 29. 32 •• NJ o ? v }•ti • 1 �Ilk - 0874 _ , • / Si. „' bCCJMMUA/1TY TR,9/G� 40T /, F.01 `L ��` 1 TA'GL Pk7V AVP AND 5T IWV e5 ON GDT..1 0 9 1 > 21. E �,, - / P,&R DRC 20,0Z- dO Z 46 • C1V1` I N S TA L L DRI VE A PPROAC14 A ND ST. T,?c�S 51\1 i-o re MAYBERRY AmJ' ®Q• �� PER DRC R002-00096 C-•3 Y LA1VE %SSOC/A T,ES 9r�&MOND STREET llillililljll Avwftm0�CA`��® _ ® WTALL e DRIVE APPEOACNE5 AND OT.TQEE 6W LOT 5 PR PROl01 SAAB E�1U / iseodVST• DR/VE AaPP, Me# lW,015.'� 0:0� &X 57D- PWej• A1®• !0/ -NOT YII-T 0 ���.97 �(- S�2 E�T T;,e E G s a�t t_©; Co, /; � - OR2 cN-9�4- AVENUEz �L !�c srALL. -'9': 77ZF.•,,�5 Pee AlolL 5 Y L/ A S�o /,� T S ' Z2' G�6�EitlO ON 5HE' T” /. a. I I af REVISIONT ovE 21. 00T. P2WIE APP20A&Vt fee. 61-NOF EkMC"O cl�cAMa�lfaA im D\.IG. AID. lot r E i?-I w1grlk Peq-,ftkm. (F%;k IT%Y& 0 f Kam' Am &N-1 Gw%Hm C 11 1h 0% G A cp peUCT v nlfw°D cmvm/.r' f 71,1 7, // 10 NyTALL 9TIZEET `t IGG PEP MOTC-6 AW L:EGGG0 V ULA MUN A CONSTRUCTION NOTES: A qa4 44 5VI&Y R49R R4- /9FR Se-C -ram ba/ OU '5 UT. t. /,v eG 4",0z s- amm=& PCC PLA N AND PROFILE r) Ti itl CONSTRUCT " " • . PAVE SAW CUTREMOVE EXIST. CURB AND GUTTER. Q)7 STREET LiGHTS MOTHERS) oti A10RT/1 6-I&E CIF 194-MPIVO sT - ���/C t2 CONSTRUCT " A.C. PAVEMENT 10REMOVE EXIST• . i TRACT NOo10045sD41m A.C. . CONSTRUCT .F. /1 GU CioCONSTRUCT CUR QIP CUC CSTD. �l /M A twe. T E7T ® ! A L 0 G D. " DWG. 0 0 ;. G/ Gl /t-EA ObLLY Asc) 4ale.c- DWG. NO. 3 01. At 4GVV 5T 7" PEP-. :STgagr ALMOND STREET 14141-49` C ROS GT PER CO C G T G�''/v T T udT� 1 . UTILITY RELOCATED OTE • �Z 1 5 C DST UC DE . 13 GE4 Xc• � i 2-4"la 540,0 0.41 -f 0z--caMP0Q D . 310, INCLUDING HANDICAP • CONSTRUCT "UNDER SIDEWALK DRAIN PER 4RAV/T�" RANCHO ..CUCAMONGA STD. DWG. 507-a,.(TYPE ) FI , INC. R Z SIGN" CHCCUC OGA STD. L=1 =2.5 ' 0 SAN BERNARDINO COUNTY -0501. CONSULTING CIVIL ENGINEERING AND LAND PLAN I HET 14 • CONSTRUCT BARRICADE PER RANCHO CUC ®NGA INSTALL "STOP ,I. "r RANCHO CUC 0 STD. 600 Mountain Ave.,Suite 0.204 PCC t/-D/TCh/ STD. DWG. NO.. 4 0 4 w �., �, O L�•tG UPLAND,CALIFORNIA 91786 15 CONSTRUCT A C OVERLAY, VARIABLE THICKNESS L`C7Nrl4?C/rV/7"i/ 7-R'H/G, Ssc-cT/C/y /z CONSTRUCT '® DIKE C O CUC ®NGA S p* A.C. r m7mm7 I t h, Pic. 2/ ,Q FrbR 710 G/Tv cad' 1?,fA1C"i10 CU��9/"'f�NC'.q STD. del¢'. /ate/ 0. 313. 1 REMOVE, EXIST'. STEEL vt,'0 MARit°Gr? AND REU-SCAT lD ZZ INSTALL ST. TREES PER /MOTES � LE66AI,D �/ L/S� /T� ST si c%�- c,��°/��vs �-aR AZ1,8 ./c U,0R ,5 caysrr�G� '�a� A fig/N @ ON ( / r f 0DATE .. rFILE No. 427 AS SHOWN, !V �f7�GT