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HomeMy WebLinkAbout1699 DRAWING NO CONTROL NO w OVERLAY NO 'Al 300 _- Rel^ase Date /0 l /9v E�ZZ 9i General Notes Z9/ 1 CONSTRUCTION NOTES AND QUANTMES 1. AN work shah be done in accordance with these plans, the City of Rancho 3"A.C. OVER 4" A.B. PER TYPICAL SECTION (SEE SHEET 2) STD.DYY6.IQ0� 62,390 SF Cucamonga Standards and the Standard Specifications for Public Works 59,952 s Construction - lQtes�edition. Contractor shall be familiar with and shall be U3 e"CURB AND GUTTER PER STD. DWG. Na. /04 A 2-8 2,650 LF 2_,4,,57-n LF responsible for adherence to these Standards and Specifications. 2 AN pipelines or substructures of any kind, telephone or power poles, water 4 SPANDREL AND CROSS GUTTER PER STD. DWG. NO. '106-A 450 SF qpg `gF meters, valves, fire hydrants, etc., shown or not shown on these plans within the 6 right-of-way limits or in adjacent areas where improvement work is to be done AccEs3 RAMP PER Sro. Lam. �o /0?- 2 EA 2 tx shall be removed, relocated or protected in place as required at no cost to the 0 LOCAL[DEPRESSION PER STD. DWG. NO. 307 6-4sv- F 78 SF F->c15T. City of Rancho Cucamonga. --� O DRIVE APPROACH PER STD. DWG. NO. 101 TyPe R-f 4,864 SF 5,,-Wo -,F 3. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho 4" PCC SIDEWALK PER STD. DWG. NOS.lo! 8 103 0,600 SF /o,G00 SF Cucamonga easement or right-of-way. 4. Prior to instatlation of avin report City 11 STREET NAME SIGN PER CITY INSPECTOR Srfl D�e�✓6 Afe �o%A 1 � � any p g, a materials re rt shah be submitted to the C' C Engineer Nsting all tests or determinations completed to verify: R-Value, sieve SIGN R1 (STOP SIGN, LiMIT LINE AND STOP LEGEND) 2 2. EA TRACT NO. 14382 TRACT NO. 14381 analysis, and sand equivalent of aggregate base. LUMEN H.P.S.V., BY SCE, PAID AND San Carlos Court 5AN sewer, water, electric, gas, phone or other utility laterals, mains, or crossings 13 STREET LIGHT 5800 Del None Place Lot A . shah be constructed prior to paving. COORDINATED BY DEVELOPER !ii II e54 8 GoNs CT �uRI?,41t7� DEIN Ot!'TL T STD.bW6.1o'T A s A 7 �4 37 �a 1 & Compaction tests of embankment construction, trench baCk}IN, original ground, Tlw 27 28 29 35 3s 23L22 21 rs „ rs 1s 14 13 12 4 s ote and all sub-grades shall be performed at no cost to the City of Rancho SAftRfG G. N0 34 20 �9 11 3 6 Cucamonga. A written report with these compaction tests shall be submitted to $W - �2/EA 26 � 3C 33 1 the City Engineer for approval prior to the placement of base materials and/or 8"A.C. DIKE PER STD. DWG. No. 104 D I-8 LF 925 c-F 25 0 Itura p ve veil ok 2 � surfacing. - 31 25 26 27 28 N5 6 7 8 9 8 7. At the completion Of paving, a materials report shah be submitted to the City 3 STREET TREE PER STREET TREE TABLE (SEE SHEET 1) EA g9 24 V� 2a 4 5 1p 5 , Engineer listing all determinations completed to verify stability, oil content, and m 32 29 ®° 9 gradation of asphalt paving. 2 NOT A THROUGH STREET SIGN W-53 1 EA / �,q _ _ _23 y \` 1 7 33 32 3.1 3 67 68 79 10 �e S. When improvements are to be placed on native soil which consists of rocky 49 4"SOLID YELLOW LINE o LF 3/0 1- See Sree Orf r1V 30 2 66 J� 69 78 P�� 6 material, the sub-grade shall be prepared by removing all rocks which protrude 2 s } : 2 A I S 16 ' 0 71 " 7 above the sub-grade and all voids or depressions shall be filled with a fine grade ______ It a 18 65�<< 76 12 9 material of quality better than the native material. 48 TYPE N-4 MARKER & W-56 (RT OR LT) PER STD DWG 2 A 2 &A I �2 21 20 i9 1s aj 48 6a 70 75 O '3 9. C' approval of plans does not relieve the developerfrom responsibility for the a5 as a3 a2 `6 Q49 C '4 8 Oo Lor c correction of errrs and omissions discovered during construction. Upon RCP D LOAD PER PL�4/1/ 35 6XIS7. See Sheet 5 for 1a 63 74 a 15 ro s Temporary Private ,1 12 � ,� 71 G Ja request, the required plan revisions shall be promptly submitted to the City 78 24" RCP PER PLAN 6 L 1=x1 . Street (Fire or ( e 9 ro , 46 41 os° 73 16 d 1, t� Engineer for approval. Ca mel o s D �ve � �` e 0 80 JUNCTION STRUCTURE "A" P )WG. nla. 1 �x�-r. Emergency Accessi I See Sheet 4 , ao 51 62 72 17 �`\�ya 12 0 4 10. Work Site and exterior streets shah be in a neat, dean, hazard free, orderly state _ 21 2° .O throughout construction. Site shall be cleaned upon request of the inspector. ©8 CATCH BASi PER STD. DWG. J./o. 3e 1 EA EXI1>r L 4 S p 18 13 3 11. The responsibility of adjusting manhole or valve covers, paving repair, and 7 6 5 a 3 2 l 39 52 61 /p 22 dl g P 9 P 1a CN BASIN PER STD DWG N0.3ov(MODIFIED) PER DETAIL C- 1 EA 1✓JCrc�T, � 6c 5�'7 19 19 0 2 paving replacement in connection with sewer and water, gas, phone, electric, Or TRACT NO. 13527 35 36 3 53 23 14 _ N _ other utility fine instaftations will be the responsibility of the developer and shall be 121 4" SOLID WHiTE LINE PEA SrD. Dw c. AG 13 3 820 LF e 20 LP' 3' 38 5S � 20 e or A 18 150 , accomplished in compliance with appurtenant ordinances and standards. 56 ' .,7 58 Not a Part sa 21 24 � ,, 12. Any contractor performing work on this project shall familiarize himself with the " 3 11 F 2S 4 BROKEN YELLOW LANE LINE PER STD. DWG. NO. 13 0 L /(O LF 16 - Q W Se hee or � � site and shall be solely responsible for any damage to existing facilities resulting O REMOVE BARRICADE 2 EA 2 XA I--� Storm n lines a bri directly or indirectly from his operations, whether or not such facilities are shown -1T 6 3a J3 riv 22 a m Co rt 34 on these plans. 44 ADJUST M.H. COVER AND WATER VALVES TO GRADE M.H. - 8 W.V. 8MN-BWV 3< 3r 3cq29 27 26 25 24 23 25 26 27 28 29 30 31 32 33 13. Shading on street plan typical sections indicate A.C. Pavement. ! luSrALL R- fl "lib N07-F_(T-F_r5I& 2 CA - - - _ �___ __ _�__ _ _ - c rA 1" = 250' l�( - 14. Contact all utility companies as required 48 busmesslkorking tbursprior to excavation. WILSON AVENUE riT 1N5ra LL SrG N W"� I u f ER 5117. nWG. {v0. 40r f3 3 EA. 11109719, 15. !rg 1&(g; TALL JON W �o (i5) bPCZV L(MI r) pup, 5TD GWG No'9b(13 e ra c � 16. AN grade stakes shall be set by the contractor or engineer. Paving stakes shah `b be set at all hinge points and edge of pavement points, within 0.01' of sub-grade Index Map c elevation at not more than 50 foot intervals. Additional stakes may be rehired STREET TREE TABLE by the City Engineer as needed at war grade ru stakes shaft be In place prior to paving topermitvertical checking of g rade t y inspection personnel. STREET ` TREE TYPE AMOUNT SiZE SPACING 17. If the asphalt concrete is to be placed on sub-grade, a soils siteritant reglstereA SAN CARLOS COURT Q BRACHYCHITON POPULNEUS 19 15 GAL 25' 0.C. 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. ALTURA DRIVE (D PI STACIA CHINENSIS ' 29 15 GAL 30 0.C. ta. Estimate of quantities is provided by the engineer only for the convenience of O SOPHORA JAPONICA 12 15 GAL 30' O.C. developer, the contractor shalt make his own determination of construction CARMEL KNOLLS DR. PtSTACIA CHiNENSIS 2g 15 GAL 30�O.C. quantities before submitting a bid. Any item of work rehired by these plans which Is not specifically listed in the estimate of quantities shad be considered as included in the other items of work. 19. City approval does not include water or sewer system estimate of quantities. 90. Street signs per City of Rancho Cucamonga Standard Numbers 401-A& 402-8-* shall be constructed at each intersection. S83; 21. Paving shaft be performed in accordance with R-Vale and Pavement tests taken f o w l to determine structural sections (prior to paving). i;i- 22, WORKSITEANO EXTERIOR STREETS SHALL BE'4N A NEAT,CLEAN► HAZARD FREE, I St ORDERLY STATE THROUGHOUT CONSTRUCTION..SITE SHAI.L BE CLEAMeD UPON REQUEST OF THE INSPECTOR. 0 CONSTRUCTION NOTES FOR STREET TREES N 0 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. U U 0 2 PRIOR TO COMMENCEMENT OF ANY PLANTING AN AGRONOMIC SOILS REPORT SHALL W " 4BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT N « DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE Z CITY INSPECTOR. y 9 S 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE W ENGINEERING DIVISION. 4, STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. WILSON. AVE DESCRIPTION OF REVISION DATE CITY Private Engineer's Notice to Contractor _ CITY OF RANCHO CUCAMONGA suwar AVE W ! Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this project, Including safety of all laiii=LL > =I persons and property, that this requirement shall apply continuously and not be limited Title Sheet r W _g Z'a a to normal working hours and that the contractor shall defend, indemnify and hold the %-4 n for s J W owner and the engineer harmless from any and all liability, real or alleged, in -watt- connection with the performance of work on this project. ----- --------- Street Improvement Plan s v u o M AVE W _ The contractor shall be responsible to report discrepancies in pians and/or field conditions immediately to the Design Engineer for resolution prior to construction, and Tract 14382 shall be responsible for discrepancies not so reported and resolved. _ urcoios WJm�`se� APPROVED BY ' DATE '.e� • *. -. Engineer's Notice to Contractor ,, �,, ITY ENGINEER �`%�-� R.c.E. t i;;111 j , ` DESIGN MA'L)OLE ASSOCI VI ES INC. RECOMMENDID `t aeOF THE INLAND EMPIRE The existence and location of any underground utility pipes or structures shown on Loceflon Map s� � g ; J C: (10NSUlTINGCIVII ENGINEERS ! W =s these plans were obtained by search of available records. These locations are N T.S. 48 4 �,;'-.I LAND PLANNEP-LAND SURVEYORS approximate and shall be confirmed in the field b the contractor so that an necessary j,�, D �` N 10501 CHURCH LTREFr SUITE 107 slit 1 aPP Y y ry �r FANLHO CUCAM.N►4rd 91730 adjustments n be made in alignment and/or rade of proposed improvements. The 190 948. 11 adjus ca g / 9 P P P �� _ 1 of 5P ! contractor is required to take due precautionary measures to protect any utility lines CHECKED R.C.E. NO. Af 1 DRAWING NO. shown and any other lines not of record or not shown on these plans. - DATEc1 4-0/ FILE NO. 1639 DRAWING NO. CONTROL NO. 'bol ' OVERLAY No. A101 MAS'!- AODR UVFU IM1UER BY DATE BY DATE BY DATE Release Date /o o R/M C/L R/w I I I 10 12 60' SIDEWALK a TREE 30 0• PUBLIC I ► UTILITY 5, g, 2' P12 EASMT 3: 1� 41 6 ' 0.20' � AA 12„ 1 2 3; :f3.1 1'19 9 3 3 TROUGH GRADE 3 TYPICAL PASEO SECTION R=70 TI=5 NORTH SIDE OF ALTURA DR. 60' Right-of,Way Typical Section NTS San Cerfos Court Altura Drive Carmel Knolls Drive NYLON WSR STEEL FLT WSR l( gg M NUT R/W W P No. of Panels l(PH 60 36 12 7 NOTE: INSTALL DOLT HIGH INTENSITY RED REFLECTIVE NG MEAD 4UT ON BLANK TYPE K MARKER STEEL Type K Marker ( Detail) (6"x 1S") TYP. FLT WSR SIGN 1 1/2` X 1 1/2" TUBULAR STEEL 9 GUAGE PICKETS 3 1/2" O.C. (TYPICAL) P w P 1$ ' I8 '-0" 4` 4" TUBULAR EEL POSTS. 9 GUAGE CONNECT POSTS TO 27, WALL WITH 3/8" X 6" -�+ (REDI-CHEM) PER POST W/1" LONG SPACERS WHERE IRON `4 N TOUCHES WALL. 2 HEAVY DUTY HINGES CLEARANCE ' L • - -A � " �' •' 6' WIDE X 10" DEEP RAILS TOP, BO M, ENDS, AND REINFORCED MOW '^ INTERMEDIA STRIP 12" X 36• CONCRE ' r___4� FOOTING (TYPIC NOTE: ALL JOINTS SFIALL B LDED AND GROUND SMOOTH WRO T IRON SHALL BE TREATED WITH P ER. COATING PRIOR TO PAINT APP CATION: Detail © TWO (2 ) COATS RUST-B-LETS PR R Tubular Steel Gate TWO (2) COATS SHERWIN WILLIAMS T BLACK PROPOSED N.T.S. NOTE: 1. GATE TO REMAIN LOCKED W CCESS IS NOT IN USE. PRIVATE IMPROVEMENT 2.CITY SHALL MAINTAIN KEYS TO LOC AS SHALL THE ACCESS GATE FOR FIRE OR. FIRE DEPT. VIA KNOX BOX. R 3•CITY SHALL MAINTAIN THIS TEMPORARY AC 3 EASE MAENT EMERGENCY USE c UNTIL TRACT No 13527 IS DEVELOPED. V Nd' t 1E , 0 . ~ ~° . � � �Fy W N W � FON z N F 2 ir�ac 5 3o. DESCRIPTION OF REVISION DATE CITY -Wo=w APPR. oomZ-Z � - -�oy CITY OF RANCHO CUCAMONGA W=�W� J TYPI A E T J�o�J 4=Wvs CL ��SCIONS - Cj CONSTRUCTION NOTFS: for 2 3"A.C.OVER 4'CAB PER TYPICAL SECTION _E J t=p W o= 04 2 Y 9_ ALTURA DR f VE , SAN CARLC�S COURT; 1 3 8'CURB AND R PER CLW=o-= D 4•PCC SIDEWALK PER STDSDWoDNONO. cls,./v s CARMEL KNOLLS DRIVE is 1 ern a,u orn p;p 09 -S &A"--j - -- �SSr TRACT 14382 27 APPROVED BY , DATE/lam ✓ vV H S y S - $ CITY ENGINEER ,� � .� --E-��� �, � R.C.E. �o ���,;�14� ��, DESiGN MADOLE �L ASSOCIATES INC. RECOMM NDED __�Z -�W==dW OF THE INLAND EMPIRE No 14914 r- DRAWN CONSULTING CIVIL ENGINEERS �., LAND PLANNERS LAND SURVEYORS �oo`oz;� EX* _ -;_- 31: SHEE i o o 10601 CHURCH STREET SUITE 107 s �_�-W * * RANCHO(9 9�A906N1311 41730 _�- 2 OF yr O,.. o Z `�f+' CIV 11 ��� .C.E. NO. (¢ BL V-��OOC jF� CAt���� CHECKED DRAWING N0. ATE 3'14 "cll FILE NO. °l"l t f gr f7 DRAWING NO. Jk - \ CONTROL NO. 16 OVERLAY NO. 1 B Ma•�._ . . .. Bt GATE -I'@'* OATS By OAfE Release Date o ; FOR I=88. 12 Pox $01 , vc. BENCH MARK NO. 148-B Z ZLIs/ 4t �;oo p S7 3' VRRYgC18 : Cc �, H �o ' l*CE Tb rn STANDARD BRASS DISK IN THE NW CORNER OF A 1 ANY�xIIG �+ > 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE on � ! =2 .3 i 0.4>y FL a CULVERT AT THE NE CORNER OF HIGHLAND AVE. oo xAVE., 66 FEET NORTH OF THE C/L / ,, AND ETIWANDA AVE // G 9/ r.;h 0 .06 HIGHLAND AND 24' EAST OF THE C/L OF ! $8.6 `tet OF t h��f ! rV1 9 ✓-'�•--` ETNVANDA. 200' c �' 1 + ;0.�0• EL.EV O N 1432 612 R 0' ATI . o PV /hr/ 9 RL'I'IJRN _ I� 6 34. n o N �b _ CURB- ,b off. of .� c 40 L=47 20 _ �' • ao f 1'� n r ZE►II' PC H �, o ao 0% CO i •__ . F - to 6- ( � �/� •� 1 t1� , ,-� o � 360 ��V MILT, x o r, � � _ <.,�-,_.. �..,.._._»-......,-.�_ .�..,... .�._...�.�...,._._.. POINTS �E�i�+9#�-6� _ CID 1 u { 04 p V n x M O p U rE o in+ jj ��I a� f ./• II► , /�• V Bn ep + 1 A st• + f F+�p p c s vz . I o � � I as w * a _ 000 An D CA'�, PbIN�'S 40 19 4 i + �y x >>rxT LT TC PROFILE ; _..- -�" C' S.41>t<) a.50! PVI=76.14 0.65t -ago" ' o = i f OV1 r 7s:/7' c N J ae POR 200' VC f 1 G LT) # w 3 y' D�IS 'I3PG CtOtD f C1T� • • fr _ C! owl.rm rn io i �G . ._.,_ _ _ ..... _ - _ G E' ac > o S 38 X d, < + t i G $ o y b► � �x ! U, o $� ARS n U Y < : ... .. fl f4 m is B fAC T� 1 S o n ter' 3 7!' .5litc Bn i o i a / a "! E i o n o *� 10 + 'tny p o+ 0..4; FL 0' { CID 4Q +11 AID OD A `�' n in �' ..... 41 .t. r t n CO { + SQ `E E` ; 9" # 11 `� PVI=90 .0 ; , A FINISH G*1 AD1 J 2 0' VC o VI=76. 34 0.00} I f , o ch 0-UR$ R�TIJ'Ftl$ I : 19XVIST G 0"UND I/ C/L '� L=47 ,20 �G P g f y/ 00 ,__..., ___ ...... _ -» ._.. W... .. - _._ . .._.,..., .... .._... ._... w -. ..,.,.rt. _ w�._ .._ .. ..._. In 64 0 0 m / { O • F , F I4e ' 41) er n o o p + + i. o � � t ( ` POINTS j n Eo { E'r s' 1 , * i 1 i f es• '0 b, + o I n + �y g r : O 1 k I • A RT. TC PROFILE -0.54! �► SXISTI)m OdND ! MS Rr # $CAL�: 'CW6U*b CLARE IRT � HORIZ; 1�' _ 3 _ e : VERT. �t' 13 14 15 16 17 18 0 1 5 WIDE UTILITY PUBLIC 2 13 3 4 Curb Curve Data See Left 6' WIDE STREET � Altura Dr 12 TREE EASEMENT No Radius Delta Length Tangent + a 4 27 .00 ' 100'09' 51" 47 . 20' 32 . 27 ' t'�7j � 'moo ttr 1 e c U NIDE PUBLIC ,*, ® 5 38.00' 210.00' 00" 139. 28' �Z p p N UTILITY EASEMENT 22 l .. 4- + 12 112.00' 15'00'00" 29. 32 ' 14.75 ' s t� r r" ^� >E 26 r ra E f " f f, 2' e' o 23 24 2 19 282.00 1 28 11 7 . 23 3 .62 ,� � n o ¢ � ,� N 3�3G�f 21 282.00' 17'05' 33" 84 . 13 ' 42 . 38' m 30 N 'O -•� 3� 8 ♦ ' WG (/S ) 22 282.00' 31'42' 18" 156 .05 ' 80. 08' `� 0' l .� t 200'-ry OCR 28 318.00' 17.05 ' 33" 94 .87 ' 47 .79' 'rn;�- �a 11 _ 29 318.00' 53'30' 12" 296 .95 ' 160. 30' `r N 14+82 9 3 TYP. N �.`-r LZ6 27 10' SIDEWALK, STREET TREE t1 42 357 .00' 0'56'09" 5 .83 ' 2.92' �► AND PUBLIC UTILITY EASEMENT S 44 393 .00' 0.56'09" 6. 42' 3 . 21' •o pi a 14+83 .8 EC = .14T- E _ 1 43, B l+ � 21t 33 0. F E w e n �;� �Y�/� (� .p ; stn S o h t/O N _ =o,� ___� �. e9 �a22 �' pp �, 3 '- 23 *V �' COU 66ti / YOS$U S�R 21 'p es i 6� 28 �'� �, -- tZ OS• AT �$ A '0 r► '<<' 18, 13s YRO 'TS Y-% p, 6 1106.03 ' 21"E �- �►. v=w 3 1g� p 8��. ,3� T�; j w o 2 59.52 ?_ 9 1 G �' O s J ? ry r. �. �` 9; gOv�i a 6 %r-411* 21 p 'S• (, 61 6 PROPOSED SE,WER3 _ WS s A I 30' 3 oa `r e2 Zi 351 ^ �, Z bG _ 0 R ?'C'B9 �C98 - 5 ' WIDE PUBLIC 0=awe �� p 1 q� 0 0' G00 32 T 1✓X1s eT /6q /� �+� �� 4� ♦6 ^b B (n' ?, 5 UTILITY EASEMENT _ted rrww +4 + g�� 69 '15 • e C .� �°. _J ,� �S9• 0 R 5�0 s '-' 10' SID LK STREET TREE g ZG Y WG •o L SAN CARLO; 0 24 Z =N r0 �,p *, r+ 19 T� W ' ,�Z. , D ,a •p 015+37 0 C/ ALTURA FS 'ti's .' e s _ .. - _ �O Op 1 h �' I AND PUB UTILITY EASEMENT �� \AO O (� .15+37 .09 C/L _ « o Gj sg��Q g �' ► s 41 \ 4 � 12 a rt'c� e V o ` Sg O 23 TY P. / ® �� 1b S O N 2� \ q �' g 9 v 23 P , 8 \ 2v a at w�c \ �R C a � p+ /s / ,�.o �0 � \Nc� d \ 4 ^�',�� •� ' � a '� �% 1V��►VY ~ c J N e c P \ 2 ' 1 4'2 Ol ;�4) 0 c q. tic, ti w- : \ \\ \ N� �, �, �' • . 3.75 ie \ � e e C4 24 A w o to � � , 0 32 + M •� 30 29 . 5 NIDE PUBLIC yj Z5 a► _ -- �j r' 0 3 17 / 3 .2 - \\ OV 38 \ �' + r' 31 �+ • �G-t. w o ♦• i's �'Tc � d+ ,� 3 - - t� 3 P Oki te5 Iy4 lA 6 ti + 2 P �yP elan SE R Ste' z 3 OT 0 6'IWIDE STREELITY T 8 tt _ V � G �° SSE 19 \ o TREE EASEMENT e 3 22 M�v OPpg�D���� _ Centerline Curve Data *, _ _ 9 17 'w Cj - R - 91 DESCRIPTION OF REVISION DATE CITY m W W G:�.0 V �- �' S' NIDE PUBLIC NO RADIUS DELTA LENGTH TANGENT .__ _ - - -.-. - _. cc CA a ,r ti 21 �� UTILITY EASEMENT � 24 300 . 00' 11'38 ' 02" 60 . 92 ' 30 . 56 ' CITY OF RANCHO CUCAMONGA =WY ^ � � 20 18 �� 6 *IDE STREET ^/ 25 300 . 00' 17.05 ' 33" 89. 50' 45 . 08' San Carlos Court =S' E� e w 19 0�- $ TREE EASEMENT 26 300 . 00' 41'52 ' 09" 219 . 23 ' 114 . 77 ' CONSIRUCTTtfN�TE3• .., � �„� .� � � � 43 375 . 00' 0'56 ' 09" 6 . 13 ' 3 . 06 ' Plan ar) h J d Profile W 2 r A c.OVER a•cAe PER TYPICAL>>lECTION( SHEET S TD 0100-A '� Z 3 for J Attura Me k 4jtw t g`� S r CURS AND GUTTER PER STD. DWG. NO. 104 A 2 -8 0 �' 3 v' 5' NIDE PUBLIC a Drive "s =a 1 SPANDREL AND CROSS GUTTER PER STD, DWG, N0. 106-A 13 ^ * e UTILITY EASEMENT 40 0 ,0 a0 & San Carlos Court ooW ag_ ^� N fC.7 z o o W e�h;l 6 ACCESS RAMP PER STD DWG. NO. 102 Ii 1"= 40' scale --..- feet Tract 14382 ci � =os W W _ ` • DANE APPROACH PER STD. DwG. NO. 101 TYPE R- 1 ~ fA tyt0 _ - y S =W o 1 • r PCC SIDEWALK PER STD. Dws w)s.101 i 103 6 Altura rive eW= D;W - 1. W W y=`C t= h 11 STREET NAME SIGN PER CITY INSPECTOR STD. DWG. NO. 401-A ., I � ATE = h=�W I ' _W 1 WON R1 (STOP SIGN, LMAfT LIVE AND STOP LEGEND) _ =e=�_�y � �t, CITY ENGINEER R.C.E. a WsF =o * . *` DESIGN RECOMM NDED .. 4 r MADOLE & ASSOCIATES INC OF THE INLAND EMPIRE L �w Y=_�W 13 STAE.1`T IJGFf f(5800 LUMEN H.P.S.V.,BY SCE, PAID AND COORDINATED BY DEVELOPER') ": � CONSULTING CIVIL ENGINEERS N %iii= 18 000(pE GRAIN OUTLET-STD. DWG. NO. 10�-A r. STREET TREE PER STREET TREE TABLE(SEE SHEET 1) � '� DRAWN LAND PLANNERS -LAND SURVEYORS SHEE =c s`o=; 24 NOT A THROUGH STREET SIGN W-53 rl w « yr h W JNS'I�q(,t, >(- �O A10T 6NTFJL SIGN 10601 t,HURCH STREET SUITE 1h RANCHO CUCAMONGA CA 91730 3 OF =S W=W REMOVE BARRICADE I SIGN W-3 TURN PER STD DWG NO 401- B T yam, 1909) 4p 1311 CHECKED - R.C.E. NO. DRAWING NO. W SW"�== 141 ADJUST MH COVERS AND WATER WOLVES TO GRADES II SIGN W-6 (15XSPEED LIMIT) PER STD DWG NO 401-8 ATE - -1 -oi FILE NO. 1699l N ani�ic. � 3 r �� SPECIAL NOTE FROM M1111ATE ENGINEER TO CONTIMCTOII CONTRACTOR AGREES THAT HE SHALL ASSUME SM.E ANO COMPLETE NEM°BBBNIIIITY I N JM UNAUTHORIZED CNAM6Es AND U>;Ei _ � m SITE CONDITIONS OURIM THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUOING SAFETY OF � A4 O I ALL PERSONS ANO PROPERTY:THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT SE LIMITED TO NORMAL WORKING HOURS.ANO THAT THE CONTRACTOR SHALL DEFEND.INOEMWFY ANO CAUTIQN: THE ENOPMER PRE:PARNM TNEK KMS WILL NOT RE N N HOLD THE OWNER ANO THE ENGINEER HARMLESS FROM ANY ANOALL LIA01UTY.REAL 011 ALLEGED.IN RESPOMBIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHAMB TO OR � h � L([D7 CONNECTION WITH THE PER MANCE OF WORK ON THIS PROJECT.EXCEPT IN LIABILITY AMi1MG USt Of TMEBE PLANS. ALL CMAN6Ef TO THE PLANt MUfT BE NI FROM TME SOLE NEGIIGEN OF THE OWNER 011 TME EN6INEEN. 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