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HomeMy WebLinkAbout1225 DRAWING NO 38 - QP 4 CONTROL NO t38 Z4 to v OVERLAY NO 138 Z4 to I j n• .. tl• 'f „Art Release Date 3/30/87 -p- GENERAL NOTES L J__ I- /p _] R/N R/N (-� 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA � rNNtIC DYTfIITrK FMIC UTIL ITYtr AND fIENAL2525AND IIDENALK STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. -� r EASEMENT CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE ////O B J 7• D' ID' 7• EASEMENT L 1---- STANDARDS AND SPECIFICATIONS. �12�3 8T I a• 4• 1 4 =• I 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, �1 VALVES, FIRE HYDRANTS, ETC. , SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-MAY ,31/s�8g LEVEL LINEN 1.71 0.04 I LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, _ RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ON COST TO THE CITY OF RANCHO CUCAMONGA. Y/Z S/B8 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR R;,; TYPICAL SECTION TO WAY. ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- T - � N.T.S. t SEE BACKBONE STREET IM- 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY }. 7 6 5 PROVEMENT PLANS PM 9192 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE SIEVE ANALYSIS J 4 AND SAND EQUIVALENT OF AGGREGATE BASE. W 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS MAINS OR CROSSINGS SHALL Z S F-513 2 1 BE CONSTRUCTED PRIOR TO PAVING. r - - W 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND l w O 2 AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR -" APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER 37 -- - LISTING ALL DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF 10 ASPHALT PAVING. 38 39 40 41 42 43B. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND 36 ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN {Y THE NATIVE MATERIAL. m 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE -t W 12 35 CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE 8 W REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. O 1 3 �� 1 34 33 32 31 30 29 2 6 2 7 26 10. WORK SITE THROUGHOUTAND CONSTRUCTION. SITE SHALL BE CLEANEDEETS SHALL BE IN A AUPONLREQUESTZOFDTHEEE, ORDERLYINSPECTOR. STATE 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING ' I REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE 14 _ INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE ACCOMPLISHED IN L --�11F�-fEf FEft60N �Rf VE --- COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. - - -- - 12. ANY CONTRACTOR PERFORMING WORK: ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND NO I 31 I SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 9 15 INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 16 17 18 19 20 21 22 23 24 25 100 0 100 200 13. SHADING ON STREET PLAN TYPICAL SECTIONS INDICATE A.C. PAVEMENT. 1"=100' - 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. scale feet 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40% SHALL BE STAKED WITH 3' OFFSETS AT 12.5 ' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS. O O- STREET TRCE 16. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 ' OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER 'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY INDEX MAP LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 19. CITY APPROVAL DOES NOT INCLUDE NATER OR SEWER SYSTEM ESTIMATE OF QUANTITIES. I 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE IF I ; CONSTRUCTED AT EACH INTERSECTION. E 8 T I M A T E O F 0 U A N T I T I E S 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . (FOR BONDING PURPOSES ONLY) P R..I.V..A T E ,E_N G-I. N.E E.R S .- _N O T_I_C.,E __T_O.__..C O N T R A,C T DR +------+----------------------------------------------+----------+-------+ CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR i ITEM 1 DESCRIPTION i QUANTITY i UNITS I JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 0 Gon�STPuCT/a/v NOTES Fob ST�2EET 'TEES ♦■ss:ssssssssssssss:s=ssss:es:ssssssss:sssssss:ssssss+s:ssssssss+s:asses+ INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL / ALL 5r¢G6-T TREES /BCC- 70 06- P4.,16--.ED G/rV ( 1 1 4' AC OVER 40 CAB PER TYPICAL SECTION i 36,340 1 SF I APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE ,2 AGC 5710CI •T T,QEES SN,94L .&C- 577gA69-0 0,01,/0 /4CCo"/N6, TO c/7-1/ S'7-10. (af/0- 1 I (SEE GENERAL NOTE 21) 1 1 1 CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 3• :F0/Z_ FEAT/L NCs .01^.01^40/ZJ10 GO/v/p/T/on//�vc. S /9 Hc.c- Ar,-- /ice/ /scco,2 . aeg-v e !.r/rt/ c5EC�v.v +------+----------------------------------------------+----------+-------+ HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK: ON THIS PROJECT. 21Z-1.2 or ryvE S/-/9,�AO,9Jt2,' SPCC/F,G.gT/aNS cot �,gc,/c 4lolLKS Cts,�ssT-,2,c.,ca-�o,� T`/P6 1 4 1 4" PCC SIDEWALK PER STD. DWG. NO. 310 XI 311 1 9,695 I SF 1 I ort-A"Ie- So/L /Fr►�6n/Oi►'�Cn1rs sm.-qu_. grer W/r74 Tsae zogr-lo of / I�Ar- +------+----------------------------------------------+----------+-------+ 3 1 EA i THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR °��''Q'v'L'- r9m�-/vor>n)1xL- To 3 Pi9i -0 /VAT,ve So,C,. /'I GL i1rY+c/vc rr1EiVTs /9�E 7a 1 7 1 STREET NAME SIGN PER STD. DWG. NO. 402 Is 66 T/�02UUbNL�/ /►-i/XC[7 �/2io,� Ta ♦------+----------------------------------------------+----------+-------+ FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO,� a ,, FE,¢T/t-/ZATi v/y O� iQt�- ST7eCET T2E�S Sh'�G-L ,Q�c PEE Thl B P EC o r►�/17E N DATj°n/S mOz 1 15 1 STREET LIGHT (5800 LUMEN H.P.S.V. ) 1 9 i EA ( CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT 50 REPORTED AND or /'In/ A[.2oNom/e= sv,t_5 j2EPo�- Fc�/LN,a,ti/erQ ro -rNE C,T"/ //VSPEC7z1A. im w 24• +------+______________________________________________+----------+-------+ RESOLVED. S. NO 57-QE67- MCC .0I+04LL. /3E PL.A9r j CG WHL-1ZLr 77-/E C£NTE-2 olC THE 7-2Z J/VK tS �� 1 20 1 6• CURB AND BUTTER PER STD. DWG. NO. 303 1 1,939 1 LF I Cc,t�SE�2 Tr/Rn, TTi2EE r �e-7- (7') Tv T}/E Fr4Cc o� Cu¢3, u,�/LGS3 o77YE2c✓/sE NoT6o. 3 o T.C. ELEV. 1 1 (MODIFIED PER DETAIL J) (SEE SHEET 1) 1 i 1 ENG I.NE_ER ",..S __,N_O„T._I.C._E_._._T_O.____C,.ONT._R_A,C_TOR_ `. o9L,L, ST�eE'&-T TIZCES 19,eE Svejr-Ea7- Tv /niavEcnoM i+.vo /�lceEnT/*NCE .Qv nfC- c�7y C �, _ CURB LINE -------- ----- ----- Z S o S • , UNDER SIDEWALK DpR/N fER. STD. OW6 507 , s N a W 1/2• R 6 1/Z' R i 28 [MOD/F►ED TD 2' W/OTN) 1 2 1 EA 1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES N moza +------+----------------------------------------------+----------+-------+ SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE W Qj = _~ W 1 34 1 DRIVE APPROACH 1 43 1 EA I LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE z Z a~ 1.4 1/4• LIP TOP OF +------+--------- ----- ------- +----------+-------+ CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR Zz z n> ---------- ----- ---------- 4C a �io JPER ATTER 6' 1/2• R PAVEMENT Qi 79 sr T2ew PCC sr r¢ee co, s- /vores Heaeov. 40 1 ER � GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR I5 REQUIRED TO TAKE DUE <W SL • - -- - - -r ---- - ----- - - - -- - ;---- - : - u °X o N 1/ t - --- - -'--- - --"- "--" " -' - -- '-� PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES G J s % NOT OF RECORD OR NOT SHOWN ON THESE PLANS. W m<0T OtR. N Uj z �0 11 W T 22. ap C W 0Zm • �•' "A O F0�� -' �. > =Q �7.5 25.5'oe Z : =�v:z) 0. ; MONOLITHIC CONTACT THE < W � S 6 CURB aL GUTTER FOLLOW.,I NG AS ..R.EQLJ L.RED us = 3a M 413 HOURS. PRIOR . TO EXCA. VATION PER STD. 30Ci (MODIFIED) %!NL +0 �eoEe sr�PfErrrFEsE,PEiJ7lzo,✓erEs,erE�>•Ee eowyucrx/vrs I,ve. 9608 1 ION = 1' S.OU_T.H E RN. C_AL..I.FQ RNI.A. .... G AS- C O M_P.A..N_Ya A.V sTDESCRIPTION OF REVISION DATECITY 2141 E. BIRCH 8T. APPR. CONSTRUCTION NOTES. BREA, CA 92621 f00AAI[LDETAIL J (714) 52HER (71CALIFORNIA 5291 F ON COMPANY : rar4ef.) c1h'/ CITY OF RANCHO CUCAMONGA 1. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE SOUTHERN U T_H.E R N. _C A L_I__F O R N I A__ E D_.I.S o m N N 1351 E. FRANCIS ST. =� - THAN 10 FEET APART. Ol 4 AC OVER 4 CAB PER TYPICAL SECTION N 2. ALL CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ONTARIO, CA 91761 H/G.c/LANO �'vf TITLE SHEET ==W> o =o_ e (SEE GENERAL MOTE 21) Im o W W o LATEST EDITION OF THE STD. SPECS. FOR PUBLIC WORKS CONST. , (714) 986-5861 J FE - -m 4 4 PCC SIDEWALK PER STD. DWG. NO. 310 311 v f7/TURE E�0 UNLESS OTHERWISE INDICATED. CUCAMONGA CO _ WATER DISTRICT __... .. ----._..._.. _..___..--..._._..._..._._..__......__..-_._____.._ _._. .._..._..... a p 7 STREET NAME SIGN PER STD. DWG. NO. 402 9641 SAN BERNARDINO RD. Q FOR 3. PLACE 3/40 DOWEL PINS AT ALL EXPANSION JOINTS WHEN FLOW STRPET IMPROVEMENT PLANS RANCHO CUCAMONGA, CA 91730 LINE GRADE IS LESS THAN 0.40X. MINIMUM OF 4. STREET LIGHT (5800 LUMEN H.P.S.V.) + , (714) 987-2591 6 CURB AND GUTTER PER STD. DWG. NO. 303 GENERAL_. TELEPHONE COMPANY ; SSV BE�P/t/A/PO/.(/t� iL/Y!/O) Q uoi j i o=_ a - - - - - -- W (MODIFIED PER DETAIL J) (SEE SHEET 1 -- . .. ... . . .. .. _ .... .... .... - TRACT O. 563 = ====y¢o ) 280 S. LOCUST, P.O. BOX 2920 �� o �¢ POMONA CA 91766 QR t7N UNDER SIDEWALK DRAIN PER STD. DW&.So7 ►� VESSI =W CA44DIf/ro Tb 2' W/DTNJ + 41 q - S << o DRIVE APPROACH PER STD. DWG. 305 (800) 422-4132 ��k� Fy APPROVED BY DATE =y' �¢�3 PACIFIC ._.BEL.L.____COMP.A_NY q_. V �; ci CITY ENGINEER R.0 E 22397 o �72EE TREE P1Ee sT72EE T�zE� CoivSf. 3939 CORONADO ST. G� � � ROBERT P. KING ==�W Iz I Sc¢EaN 4+ �' DESIGN - _ _--= R�COMMEt±DEU _ ¢ ,� = ,� ANAHEIM, CA 92807 N0.C 041341 �' RJS = _ - _ - bs. = W¢V = consultants, Inc CG Er 7i►¢�ci ¢_' D OQ' AMEQICAN Sti✓EtT Gun -(!S GAL) WO Elf. (714) 949-5634 - -- - - - O rn=d o. �. G _ II = C o l ( - _ - _ METROPOLITAN1. W ..SU N S ET B V D. _ ..(P.O.WATER 0............E_R )._._D_L..S T_.... S 1 LOCATION MAP EXPIRES DRAWN 1355E Cooley Onve.Colinn. Cahfornf.f v: 174 HE E (714) 825-2127 J �p0000� a LDS ANGELES, CA 90054 'l CIVIL `�. LM-SAS 1 OF 3 (213) 250-6432 CONTACT PERSON: ART KINOOP NOT TO SCALE q �� Of CAL.\FD CHECKED R.C.E. N0. C /34 DRAWING NO. d = o o a N J= U DATE 31_31'1B7 FILE NO. /22 5�' DRAWING NO. 3S%_- RP - ¢Z - - ^ CONTROL NO. i32 232- J VJ -- -a , OVERLAY NO. 13'1- Zit tl• DAT( Br Del, By DATE Release Date 3/-30/8 7 'r�Glj1 {' EYI$T111S GROUND c R/w -- '� � � BENCH MARK: -NO. 140 ' EX`ISTING GROUND ! R/ii ROUND HEAD NAIL ON BRIDGE WALKWAY, 6.5' WEST OF EAST END OF BRIDGE OVER r 3/.33 Y� L /516 air'VG DAY FLOOD ¢ . D CONTROL CHANNEL, SOUTH UTH SIDE PV/= 34.33 . � ~\ --- -- OF HIGHLAND AVENUE. 17-13 / ! �� _ ELEV. - 1485.617 f 6 V t V M V M i C l� N -� M. .� . �� � \y �� j " LES 2.34%' 8 10 _ e �° F1N1 3 j i _ �X I ST INS DRflt. 6 I t/L 53t ! ' - _ 1 1530 L T PYA v E PYl-95.92 Ix I gy me totxlhlo � tfL x h w { O O �' �K ~ h�{ f °n N I�1j i i s f f 'p I I n't F rr vi 1 f I _ � v �• i it i t _ ! i . , e,. v 1 - EXI�TI�l6 GROUND "2 ri{W 1530 � � . � 4 � ��--1� 1530 CfL z, .. :1rK#STtN& &R4UN4 E RI < � � < ,� tie �`�: ,°Q� �i i '� � � �; � � �y; ! �: � ti � •��, . : : � < �h ZO ? O «s w• t t s F «,: I i N '� I S rV � H _ _ ._... _.... _ _.._.. __... _.,.._ ... __. w _._1 515 RT T _ ; 1� 1� 145 tT � o h H $ F 1N1`' 1 33 ? 530 �o RT 3 3 1530 1 i iE I PROFILESCALE < HOR1Z. 1 - 40 r VERT. " - 4' 10 11 12 13 12 13 14 15 34 40 0 40 80 34 (EXISTING) o \ i"= 40' __ NETHERLANDS _ z - scale feet 34 VIEW LOOP �E (�r v 11 9R \6U� C E IV-T E F S i_._ 1 N F= C:: • y� 15 � 34 101 3 SEE BACKBONE STREET PUNS `4,�P � v 15 P.M. 9192'�\� �ti �s. ---- --------- ------------ --------- ---------- \j IND s s 5 n DELTA LENGTH TANGENT ' s b � z \,\\\\1�113 1��� NO. r RADIUS i SEE 5/DEWAL)e 60FENQE'LT PLA,vs n --- --------- ' r P Tl Pm 9/9 Z !� \ V TI ,'� \ \ '` r c r i r AN �1 V 3 M v \ sjD t 8 , 45. 00 95046 '00". i 'S. 21 I 49. 77 I 3 U 86 200. 00 6. 37 13. "0 W o< v r \ a. v ' SLyX cj(� fp E�. 7 3 3 ' 1 1 r m o z o a \ N r ti 4 W o\ 1"h 1 87 600. UG 1 3'19 ' 1 1" 139.48 70.06 1 FOWy �� \ 12 N 11 a 10 \ ``� \9/ 2n 1 88 1 150.00 1 42'24 '52" 1 O �mW 3 hi 'r z N 1 , 11i.G4 1 58. .0 1 W W E- 1 o M o �Y•a 28 �� = 5�i I m % w tiA r \ 1 1 V,1 2.68' ` /`T L_ k. (fs3= \ 3 :z 20 o v 4 y �,�.� '6•. 97 28 1� � �2 � �/ ,5•� 439 � M - --------- -- - ------ ------------ -------- C = o=� 3�/ , �� `� �q \ - /5.0; U �' • L=41 ' ^ 4 238 z S S< =�1 . .E l 46. 12 48.BO , -,�1 ZjM K7 L=46. 35 L=46.05 dNaa Z 4 -� t H __"' -- 1 _ (` _ `0 �� �p�l uuj = _~W R �� �s ?0 3s �V r s , c -- -r 88 ^"r �,' si�e rc (TL µ.rj w), �"O x c s - - O,P 56 /- �• V . •`Y.r , _y- r y V' 4.0 �' y ,i E. 111 32 'o c. � 6'OR 1F a ' Z z zN> \rr ti o i , 33 0 3s.o� ll ?0 `^ 87 , z < �um �• 1 141.26 �' \rr *� 35.1s�F� �O� f5;5 `r h; 13 �' ��' 14+ t 2 2 �:2�.g - u � o=0 ,yo ati 00.23'51 f 4 0 ��r ,' �ph� 1 _ 20.50" (d ` N /� �� i 'L w' 4S �� v, 2 s fy 31 A'� 'f. 12.87 a ( ao 241 �4 W W <<a $� -- �� 36 s, �s N7b'ib'SB'M -_ \ al t` 'Y� ,a oo _ ♦gyp 3 $< _ s _ 9 43 f �� Q: zatim p � ' . t. H. % r� C/[ DN/ ~' x=29. J �) a 9� _ = °oa? 0' 48. 80 46. 80 / 46. x , IL_ , 85 rN ' i 1 ' L=4o. 52 ^ =4o. 14 \� i� -,0.50 i N LL N I Z"/6.47 '� C'�yq sS ,, c P Z z z i v Pcc/Ec 34 O Lu�, 37 '< W N 35 I 37 j 1`3 a� 43 aoFESSro 3 a , ( 36 a� b� 5 /1+�o,co 1s $ 39 �, 40 41 42 �Q hq� 1 1`3 c/c P w * ► ,EDdED 91 1(. 6 .35. \._ /2+42.84 EG - h �� �',j, 3 7 9 a a� �► 4.4� s ti - �= �' 3 y CIT Y 6. ,5#y fist \ ;hgrcy� ` a ° v o It 3 v v ROBERT P. KING DESCRIPTION OF REVISION DATE APPR. Zt- 15 3h5 'vE/Et �� 36 \ � � a3 oYW_ No.C041341 o . Q v � O V YN==JY ��' a ° CITY OF RANCHO CUCAMONGA J=Y O Z \ 34 34 v 3 iS a= SEE RIGHT 34 34 EXPIRES 6/3S 4f 3 PLAN AND PROFILE o===�o MT. MIRIAH v} CIVIL IS s W W CONSTRUCTION NOTES: ` DRIVE CAl FOR 34 � ... ��mU Of �\ Wo>=`W �` MT MIRIAH DRIVE Q 0��N � �fn �t V • = J=552-e'u¢ CUF2Ei CUF?VE DATA O N i Q 4• Ac ovER �• us PER TYPKaI SECTION _ . . ___.. ... . _- . _ .. -__.. . -- -- .. _ MT. BEND PLACE Uzox.- a- O = _=fA= ~ o�W�xoW (SEE GENERAL NOTE zi) TRACT NO. 13563 WW Whof ss0z= +---- ---------+ --------- --_------� yo� MT. BEND PLACE MT. MIRIAH DRIVE _ _ ___ __ _ --------------- DATE___ _ _ _ O4' PCC SIDEWALK PER STD. DWG. NO. 310 & 3i1 I ND. I RADIUS DELTA LENGTH I TANGENT ; _ 31 62.00 22'40 ' 19 4.53 12.43 CITY ENGINEER - R.C.E. 22397 W _¢03 ., 7 STREET NAME SIGN PER STD. DWG. NO. 462 APPROVED BY o-a� o U r r 7 r 7r r r 7 r r a y :i'-g a ) 1 32 1 58.00 154'56 '48" 1 156.85 1 261.05 1 STREET LIGHT LUMEN H.P.S.V. pv Qo z r r r • r r , , >==�W • r 33 r 62.00 r 28 57 ' 18 r 31.33 r 16.01 r =_ _ _�,�� � ® 6 CURB AND GUTTER PER STD. DWG. NO. 303 � � � � � � DESIGN JS _ I ��r E D f7„W;_ 2 36 27.00 90 00'00 r 42.41 r 27.00 r y= _ (MODIFIED PER DETAIL A (SEE SHEET 1) _ == = = _ - �; 1238 132.00 23.56 '00r 1 55. 14 1 27.98 1 =_= _ -= consultants, inc. utmCROPI S/OEWAL k PM) On STD. DWG. S07 1 1 i , ' 1 i 1 CA10D1F/ED TO 2' W/OTTf) 239 582,0G 13 19 ' 11 135,30 67,96 DAWN 1355 E. Cooley Drive.Cotton, California 92324 SHEET =b o y=3: c 1240 1 182. 00 1 7.33' 1 1" 1 23.99 1 12.01 1 (71a) s25-2127 s o 0 0 o a O DRIVE APPROACH PER STD. DWG. 305 LM--SAS 2 OF G¢oirosc~a= :241 r 618.00 r 13 19' 11 143.67 72. 16 r R.C.E. NO.��/14/ S7X'EET TREE (AMERICAN SWEET Gu /' Guru -/S- Gk 1242 1 168.00 1 31 .55'21• 1 93.60 1 48.05 1 CHECKED DRAWING NO. P&2 T'2 a c Co^jsr. At-rL-s CsHr. +----+---------+------------+---------+---------+ DATE FILE NO. /Z.Z� DRAWING NO. 38 I - R P- 4 3 - n CONTROL NO. 131 231 J J w I OVERLAY N . 131 O _ 231 W i3 DATE Bt DATE BY _DATE Release Date 3°X81 s/4/�� BENCH MARK: NO. 140 {{ ROUND HEAD NAIL ON BRIDGE WALKWAY, � E I 6.5' WEST OF EAST END OF BRIDGE OVER DAY FLOOD CONTROL CHANNEL, SOUTH SIDE 1111o1B7 1 OF HIGHLAND AVENUE. < Ir 4r41 ELEV. = 1485.617 f E IST I N B O U D 0 RY M < Z. 1 � w A F -15,V -L < l R # a c iw ItgI SH GRADE C 4EF1 t ------------ F T N - - i < � ` { < > b /•�' GO � t a -EXf ST TIGG :GR QIM ? 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Vt H GRADE C lMiTH 1�tT JEfER50M DRIVE SEE STREET IMPROVEMENT , � o A/=1 'Awl 21.93 PLANS FOR TRACT NO. 12643 { C \ 1 a > E i l i 530 �� \ � .>r � _ a_w �,.:. - > w . _F��T3"f TTIt; U D � k/W ... � ..� 530 '1530 -7.141/we, f ' , t � v � i t } 9/y, FJPJISN R�1C�E TC RIG ¢ P N7 F ; j ' f PROFILE SCALE.• � t • - 4 VERT , 10 11 12 13 14 15 TO BE BUILT CONCURRENTLY WITH MT. JEFFERSON DRIVE MT. BEND PLACE CALICO PEAK PLACE SEE SHEET NO. 2 SEE STREET IMPROVEMENT CENTERI_ I MJE c. �_,F�vF n� rn ti 18 34 PLANS FOR TRACT NO. 12643 2.69' ---- --------- ------------ Bct /oroo 00 M�ITcN UNE SEE SHEET 2 34 v 34 Jo' 1 NO. ! RADIUS I DELTA I LENGTH ; TANGENT ; v ,I 1 3 8 89 1 45.00 ; -90'00'00" ; 70. 69 45.00 1 o a 7 as Is 31 30 29 28 w 1----' --------- : ------ 1 t LU s L ! �, /o.,��d 33 323 3 11 27 3 1 26 i ------ --------- --------- °° oz 13 � �ixo.w w 3 Z ~mw c r oo s ►' V o ^ 3 '^ 3 3 ^ UF�H CURVE DATA W r= '1r P oto f 34 N r J w a r 34 C/L p.W. '' ' 11 \ O. 0 * �' Q n OP 01 Q \ 0 •C 3 z o .moo F. r O " *I ` '� * v < - �, Of 38.o99c/Ac r 5.5'_ a ((6 p� / / * V 3 v b y rn V V It, v 4' v a u-, QZ V=w • ---- --------- ------------ --------- --------- SWSa (X�• , ?� 65.76 \ 6.00 45.0 45.00 45.00 4 .00 45.00 52.24 35.00 1.'�,• c : NO. : RADIUS : DELTA ; LENGTH TANGENT ; N W =LLI ~ w 'rO F� 84 \ _ _ _ _ _ - : 37 ; 27.00 ; 90.00 00" ; 42. 41 ; 27. 00 ; C7 ; <- _ Al _ r, 37 �zre a� 4 N o LAAA� : '3 ; 62. 00 1 28'57 ' 18" ; 31 . 3 ; 16. 01 ; 'v t 34 58. 00 147 54 ' ;6 149. 7; 1 . 67 m 14 : r '4, '�;f. 12 ! 13 U 14 '^ ��tij 15 1 1 " 0 r 4z4.00 V _ p.l� , e�Fy J 3 A� N 8 9 3 6 '0 4 M ., A''1 k�i W W m<a ,1` r3.6�-- �' 3a ^ 0 1, � ' �yti 1�tA tip o' --------- ------------ --------- --------- t N z < - - -- - - - -- -- �, z Z m ���'� f' z�«r - - - - - :- - b f ESS 104f,+, o g �. / n� Q1 14. '0 4- U i . 45. Uy . 45. Uy 4 . UU 4J. 0 45. 0 i r45. Uii �QN�I w �a � P G L=i �. 6 0 w 15 r I L=55.�� e v w q r R r On `q t 2 s i w �' o I� I \ 41, r. V L=51 T F.-< Q i, n 4 ,^ o v % v N, \p '� !t ti 1{ v it ROBERT P. KING 2 F ZOi \� r Y o \ 3 ♦ n t I{ M 3 ri 3 �1 �` 1� \ �v > > d H Z by h 3 h 3 3 ? o. 3 h o °C No.C 041341 Uj 3 5 16 17 18 h 19 3 20 21 22 3 23 24 3 25 3 ° 4 3 4 5 * EXPIRES x/30 ADDED srXEEr r,�EfS „0,88 fi'�'¢' 34 3 0 3 3 4 v + o CIVIL CITY 0���! DESCRIPTION OF REVISION DATE APPR. CA " � �` �` �` 3tki � CITY OF RANCHO CUCAMONGA f S nno no ((�� 0@0 Iy ((�y� !� �//,,��40' 40 0 40 80VL N@v q0p�59�0 � ti VD�Ngv m@0 p9tz@3 =W=¢ W scale feet v --W CONSTRUCTION NOTES: WoT=�X Q N PLAN AND PROFILE FOR 0 0 4' AC OVER 4' CAB PER TYPICAL SECTION �___� MT. JEFFERSON DRIVE (SEE GENERAL NOTE 21) TRACT NO. 13563 MT. JEFFERSON DRIVE 4 4' PCC SIDEWALK PER STD. DWG. NO. 310 4c 311 W ~¢~ Y¢ 7 STREET NAME SIGN PER STD. DWG. NO. 402 APPROVED BY DATE / cN o s =N �� y o o J o¢ © STREET LIGHT (5600 LUMEN H.P.S.V.) CITY ENGINEER - R.C.E. 22397 W t...� `cO V _ ® 6' CURB AND GUTTER PER STD. DWG. NO. 303 DESIGN == __-- - R MM NDEU CA- (IMODW ED PER DETAIL J) (SEE SHEET 1) RJS =