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HomeMy WebLinkAbout1216 DRAWING NO. Ak CONTROL NO- _139 738 V OVERLAY NO. 138 . z58 V.A - i1,IE. B+ JA1k Br DATE Br DATE Release Date GENERAL NOTES S%7�8 7 R/r R/r SEE BACKBONE STREET IM- 1. ALL WORK SHALL BE DONE IN ACCORDANCE A WITH THESE PLANS THE CITY OF RANCHO CUCAMONGA �• E ,Zz 87 PM IC rTILiTT ' 1UKIC VTILITT PROVEMENT PLANS PM 9192 STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. "I E! OErAIK ss xs• AIN EICEYALK EAlEMENt 1. E, EAlENfNi CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE 11111' T• TD THESE STANDARDS AND SPECIFICATIONS. / 2 3 8 I s �. �• s. � 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, MATER METERS, BANYAN STREET VALVES FIRE HYDRANTS, ETC. , SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-NAY y1zf�Bg '� LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, LEVEL LINE, 1 n 1.7I RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT ON COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR EE /V I TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- 4 O 28 H 29 R•72 � S --� 20 Tt,s TYPICAL SECTION 30 17 18 19 20 21 22 �,, WAY. 23 MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY N.T.S. � 24 25 � � � I 4. PRIOR TO INSTALLATION OF ANY PAVING, A MATER) L SEE � ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE SIEVE ANALYSIS (� SHEET AND SAND EQUIVALENT OF AGGREGATE BASE. NO. 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS MAINS OR CROSSINGS SHALL 30 I BE CONSTRUCTED PRIOR TO PAVING. 26 27 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND JAND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A - - WRITTEN REPORT WITk THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. c 7. AT THE COMPLETION OF PAVIN6, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER 1 6 1 5 14 13 12 11 1 0 +� LISTING ALL DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF p ASPHALT PAVING. HE SEE ACKBON STREET IM- c 37 38 B. SUB-GRADE WHEN OSHALL BEVEMENTS APREPARED BYRE TO BE AREMOCED VINGAALL LEROCKS WHICH PROTRUDE ABOVE IL WHICH CONSISTS OF CTHE KY MSUB-GRADE TAND PRO 35 HENT P ANS PM 9192 36 ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN 5 6 7 8 9 3 3 34 THE NATIVE MATERIAL. 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE UPON T, THE 24' .� CORRECTI32 2 REQUIREDOPLAN+ERRR AND REVISIONS SHALLION BE PROMPTLYESUBMITNEDIG CTTOSTHECCITTY.ENGINEEREFFORSAPPROVAL. CURB LIME SEE T.C. ELEV. = 3 1 O J 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT_ ull N CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. • 6• W -- �' SHEET - N - 11 . THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING 1/2 R I 1/2 R 39 ONE ELECTRIC OR OTHER UTILITY LINE N MATER GAS PH _._ � REPLACEMENT IN CONNECTION WITH SEWER AND , , , 41 40 INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE ACCOMPLISHED IN AND STANDARDS. 1:4 � TOP OF - - 42 COMPLIANCE WITH APPURTENANT ORDINANCES 1/4 LIP - • 1/2' R PAVEMENT 1Z. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 6 EM 1 43 ATTER ENT SLOPE RESULTING DIRECTLY OR lT4' PER 1/2' R �: 4 3 2 44 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES F 47 4c 45 INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. _T V 13. SHADING ON STREET PLAN TYPICAL SECTIONS INDICATE A.C. PAVEMENT. 22.5 14. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. ! 79 O-STREET TREE 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. �•-7.525.5• 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 MONOLITHIC 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 6' CURB & GUTTERloo o 100 200 PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. PER STD. 303 (MODIFIED) 1 _100 _ _ _ 17. IF THE ASPHALT CONCRETE IS TO HE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE 1�tO� a 1' stole feet 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, DETAIL J THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE 1. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT MORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY THAN 10 FEET APART. INDEX MAP LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF 2. All CURBS SHALL HE CONSTRUCTED IN ACCORDANCE WITH THE WORK.. LATEST EDITION OF THE STD. SPECS. FOR PUBLIC WORKS CONST. 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM ESTIMATE OF QUANTITIES. UNLESS OTHERWISE INDICATED. 20. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE 3. PLACE 3/40 DOWEL PINS AT ALL EXPANSION JOINTS WHEN FLOW CONSTRUCTED AT EACH INTERSECTION. LINE GRADE IS LESS THAN 0.40%. MINIMUM OF 4. ESTIMATE O F 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) I N_GI.N_E E_.R 'SN_O-_T I-C..E__._T O _C_O N T R A.0 T O.R ♦------+----------------------------------------------+----------+-------+ 0 CONST2uC?/oma! NOTES �olL STREET T2EES • CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ITEM ; DESCRIPTION ; QUANTITY ; UNITS ; JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, /. A� S-rOCCT T2EF:s ATLF ro FSE PcAeO�-O /--/ 09cc0eC114+.e1Cc- w/r7V c/ry 5T7-':, (,o/. +x=zx:x+x:s:xxxxxcs=a========s:Asx=arxxaxr=:xxx.zx===x+=======z=x+=======+ INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL ; 1 ; 4' AC OVER 40 CAB PER TYPICAL SECTION ; 50,665 ; SF ; 2. Au ST2EET T2EES SH/9CL. BE �T7�CEQ � PG/9Nr��� �CCA2/J/n![. T3 C/rb 6TYJ • Gas-A . (SEE GENERAL NOTE 21) 1 = APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE 3. S o/I- r c.¢Tii_izin/6 CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER CoNp1T/U^//NL+ sy�c,- ,66 i/v r1ec�2o��cE 4�sr7-.� SEcT1aN Z/Z-/.Z dF THE P"e CLC 4J02A�5 Co-1/.I21 T70--,/. ----- ---------------------------------------------+- - -+- --+ HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE TYPE I o2v�N�c So.L A.-r�c�v,omGti Ts S�sAc..c. 3E c�sE� /�•�inv rr�� /7�n'� o� 1 4 ; 40 PCC SIDEWALK PER STD. DWG. N0. 310 i 311 ; 14,206 ; SF ; PERFORMANCE OF WORK ON THIS PROJECT. P^�% ora&.+�.r�c 6c.� ra Zr 1VAli,7-1(I cSaiL. /qt_e f7' ,4 me714 /910r- 7D .FSt _iRR PES JC iia . . � ; STREET NAME SIGN PER STD. DWG. NO. 402 It ; EA Is7No�oUGNC1/ /�'► 0 Pl2 7 THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR ' FEBT1L.12A770vV or- ^LZ- .5r7PEET- re�- RL 7WE' 2E'Qoi+Tr»�,pr�T7oniS of +------+----------------------------------------------+----------+-------+ FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO n,., I4�rtcnccw„r7 6oIts 2EPosar- F✓2..ij6r1eo Ta TT•/gE I /'�-5��-��• m o z --T ; 15 i STREET LIGHT (5800 LUMEN H.P.S.V. ) ; 10 ; EA oW m ., IN +______+___ ______ ___+_____ _+_______+ CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND t No 6Ts��aT r�EE sNnLt 3E Pu9�lre/J w�'�'E>ze mE CE•�v 2 0o' rr�E 7VU. rA /S O r m W .. ------------------- --------------- ---- W 0z WNF ; 20 ; 6• CURB AND GUTTER PER STD. DWG. N0. 303 ; 2,841 ; LF ; RESOLVED, eco6cle �-H�N TH2e-E weer (3) 7� �� F��E o� C�23, u/vLess orriE,� c.�is� /vo L. AU_ 6TMIV-E7- Ti2cES R/LE Ta /r-46F-CC 77or�r e i9ceE-Pr74/veE E CITY (MODIFIED PER DETAIL J) (SEE SHEET 1) ENGINEER ' S NOTICE TO CONTRACTOR ENr,""EE<e- i v i u°CiUNDER SIDEWI DR41111' PER srO. DWG. .6077 SWS , ,< 28 ' IMoDIFIED ro z' w/DTN) 2 .1 EA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES N W +------+----------------------------------------------+----------+-------+ U) U _Uj a ; 34 ; DRIVE APPROACH PER STD. DWG. 305 ; 47 ; EA ; SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE ►- �o +---__-+__------_ ---+----------+-------+ LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE ---------------------------------- I m 1 79 STRE£'rrR6&_s ?6e STZEET TR86 Con/sr. IV-r_5. weeroAj � 43 � ER � CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR 4C 2< _ ---- _ ' - -- _ _ - - _ _ _ _ _ __ _ __ _ _ _ __�_______� GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE - - - -- -- - - - - - ---- - -- - - u 1 o=> PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINE C J U 0 , NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 01 J L m _N U-, << W �.. zatZm p LL, 0gt- Wd'dj O LL N 1:1l r p�WO O Le H < 2 ZLLU• > > 0y°�� C,ON_T__ACT THE FOLLOWING_ _ _ __AS__.._ RE-QU,_I_.RED ."9__ uo!�3a 49 Q HOURS PRIOR _ TO ._.E.XCAVATI ,ON .., ADDTL ED STEE"I- 72EES ? ,QEcgTD /� EOrES, Cay.... CNTEC C0N5Ue_T7I4"r�5, - SOHERNALIFNIGASCMF _ sdA( AS CITY ._ U _ C _ _ ,. CONSTRUCTION NOTES: 2191 E. BIRCH ST. DESCRIPTION OF REVISION DATE APPR. m Wo= BREA, CA 92621 ^00A/MZZ ^Al , f1.1 CZoom5�_� (714) 529-2884 (714) 529-2070 1 � _ ,.:. �Ih. CITY OF RANCHO CUCAMONGA ¢moo>W- H=f H r =J=o m O1 -4" AC OVER 4• CAS PER TYP'KAL SECTION S O U T H E R N,___CALIFORNIA_ _ . _ E D.,I.S O N ._..C.O.M P..A N Y.s_ „ mom rti 1351 E. FRANCIS ST. (SEE GENERA) NOTE 21) ///Gf/L A/VO /f Iller y==ods o ONTARIO, CA 91761 TITLE SHEET = J 4 4• PCC SIDEWALK PER STD. DWG. NO. 310 & 311 (7141 986-5861 � ���� � UCAMONGA CO . WATER- D I S..TR I C_T s . �T!/RE y`W h T STREET NAME SIGN PER STD. DWG. NO. 402 _--_ _ _ .. s ¢ 9641 SAN BERNARD I NO RD. FOR f vd oar tio'W ® STREET LIGHT (5 10 LUMEN H.PS.V.) RANCHO CUCAMONGA, CA 91730 O o i i z o W t¢¢¢Z STRUT IMPROVEKI1=N PLAINS CD Wo o ® 69 CURB AND GUTTER PER STD. DING. NO. 303 (7141 987-2591 J =J W Sit V AE�/uA�POitro /�c/)' roJ _ _ � ��W�o GENERAL .__C.O...... Y__: _ TRACT N . 1 555 (MODIFIED PER DETAIL J) (SEE SHEET 1) 280 S. LOCUST, P.O. BOX 2920 FE$$� ,,, ���¢:� as ti Q UNDER SrDEWAtx Di?A/N PER StO. DWG. sol POMONA, CA 91766 APPROVED BY _ DATE-3�, =N `y¢e (8001 422-4132 W c�0�� �H�! ��o W��;..+ � [MODlF/EO TD 2' W/DrH) w DRIVE APPROACH PER STD. DWG. 305 � =H ¢¢ •e PACIFIC BELL COMPANY : � h� � CITY ENGINEER R.0 E, 2237 T2 Et 3934 CORONADO ST. ROBERT P. DESIGN �t� ty� r D {� W =oW 1 79 S'reEETT6� PEe SreE-� RECON E N EU a �W>==� z s. conlST- n/orL`S HC-Pco^/. ANAHEIM, CA 92807 f o. 00413 RJS �_ consultants, Inc. cru ¢=d . QTvi/P 77P66 (/S-G/4L)- 3Z EA. (714) 999-5639 d� W `eog`�= N Q METROPOLITAN_ . . , .JWAT.E.R_ D. I ST_R I_C_T : _ �f1mE4?Id4gnr Sc✓cET 6Up-? (/S-C.At 21 Ef► 1111 W. SUNSET BLVD. (P.O. BOX 541531 LOCATION MAP * FIRS �� DRAWN 7355 E. Cooley Drive.Coiton, California 92324 SHEET ¢=<¢W w moo oz3� 0 o W ex LOS ANGELES, CA 90054 LM-SAS _- �¢o�o=�= (213) 250-6432 CONTACT PERSON: ART KINOOP NOT TO SCALE sr Clvll �� 1 OF 3 :�d�o=:F �jf0 CA4� 4� CHECKED R.C.E. 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FOR 40 0 40 80 f----F---------+------------ N`� W SEE BACKBONE STREET PLANS 34 CONSTRUCTION NOTES: �_________�___T_____� BAKER COURT I=,- 1;=J�=o� «: ' 34 ' NO. : RADIUS 1 F LENGTH GENT ' �• DELTA LEN TAN � 1 40 P M. 9192 M stole feet Q o 4' Ac OVER 4' CAB PER TYPKAI SECTION (SEE GENERAL NOTE n) TRACT NO. 13555 F 1 F 60.00 38 44 '22 40.57 21 .09 W ~¢~�Y� MT. BAKER COURT s 2 40.00 F 257 28 44 179.75= 4 4 PCC SIDEVYALK PER STD. DWG. NO. 310 is 311., 1 3 1 60.00 1 45.34 .23• 1 47.72 1 25.21APPROVED BY DATE O7 STREET NAME SIGN PER STD. DWG. NO. 402 1 4 1 40.00 1 256. 15'23• 1 i79.90 1� o_ (NEER R.C.E.�3CITY ENG 22397 W N=moo; STREET LIGHT (5x00 LUMEN H.PS.V.) � bo.oo F 30 41 00 3z. 13 16.46 1 =oW N 1177 1 218.00 1 19.36'49• 1 74.63 1 37.68 1 _ _- _- DESIGN = - _-- - = R OMM,E_NDEU W ® 6' CURB AND GUTTER PER STD. DWG. NO. 303 - _- - - �j 1178 1 182.00 1 19.36 49• 1 62.30 1 31.46 1 R,S _ _ I5eb z O wzdoW c 1179 1 318.00 ' 34.06'35. 1 189.31 1 97.56 == = == consultants, Inc. � (MODIFIED PER DETAIL J) (SEE SHEET 1) __ _ _ _ _ t 2 . . F , , 180 28�.00 34 06'35 167.88 86.51 1 UNDER S10EW/fCK DRR/N PER 570. DWG. r07 DRAWN 1355 E. Coote Orive.ColEon, California 92324 SHEET � oo`o=;W m ® �M001FIE0 TD 2' W/Dr/l) t----t---------t------------t---------t---------� (714) 825-2127 3:at O 0 0 0 0 0 a O DRIVE APPROACH PER STD. DWG. 305 LM-SAS 2 of 3 Uv :��� /O,.. O= J o Z= QI 74 STREET TREE 0 (rut iP TREE) -/s CA/-. CHECKED Q.C.E. NO.GD�/S9/ DRAWING NO. y a _ LL pEz re c chvsr. .vorEs c-"wr /) DATE j/3�/sr7 FILE NO. I Z 16 I DRAWING NO - ''1 CONTROL NO. /Zq IZ9 J w I OVERLAY NO. IZ.9 W M- ✓vw , 8, DATE Br DATE BV OAtE Release Date � , wr1- ti EXISTING •GROUN# a R/1► /p7 BENCH MARK: NO. 140 ROUND HEAD NAIL ON BRIDGE WALKWAY 8,%ZZ�:� =—: ,,� - } 6.5' WEST OF EAST END OF BRIDGE OVER ti >r I F/0 , i - .w a - _ ( F HIGHLAND AVENUE. f � o.Ye,� « o.9y/ � o v � Aor uc I _ O N U D A E UE. fl • PVZ _ ,?o.�i =t r90 i 2,mo w YO„57' RC L•6YlT Sa' Ik' V. 4 ELE 1485 617 v t •yo ~ � PV_T Pur 16-95 Pvr- Igo : y/zs/9S F*194 0040 IF Te, LE*T �_ N ; o \ I �ss7 _ t E11iSYINf GROUND ! RIN � v E I N O _ IV _ _ . _ _ _ a V 1 //yy,, 3 f �.g2�} �xtsTtNs �1 i..... ._..,- ....�_. . �._ ,�._. . __. ._. _. . _.,_µ . ._., _M _..w x . 20 v- v 4 , 14 3 — a, o, «+ F77= _. ! �` !7 ji Fi�i 19H BRAE)£ T ♦ 41 4. 56 Q 10 L&T 14 i �Iht1s> &RAE e/I� -�.8 ©t _ �,� - ,���� sz;� .=c,sso �l° off/ c•ti,; ,x- _ ti v v < a fs vc: �y,i7 L ='�.l7 f >•vr.2a 60 ^ # t V o f ►� • &TStl G 3� I ` 14 r V ` P V v i . 6” _,Clu Z+ A S � E z � 0 h - ' v x N • s ��r r tL F'IN 1�1 f'b L w - __ o / o• n �•� I p. 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Bg i38s`c �h I h149 OB ' �3 4`!t� +----+---------+------------+---------+---------+ U za r` O 1st 2 ti' (� �1 T �s�.�/ `1� F� i W w m a 0. �� 0611 {O� I �"� b`'4 ? ECP �\` /5,277C1 r/.�y�'fT I II yT 1� 4 z I ' ` !V z ad C - - --- }�' E f� } ri N va y77 6B,r �l --- 6} �• ' !6 - h � � t N ., 4 v i 0 � m I o 2>s > t 4• b C W o S� � � I� 1 y -r,, •,, _ � � 3 ��� •s, � �,\3 I II Y J A` � � e 0' ��< _ = o W ORr PSE f / ��. 119 • ' `�° c D 3 10 / %y , <J �'`<J ��ll, �'�• nl S _3S•03' %b ti`/ q4t � � ,� e � � � I •. �' Z m a 6�5 �(� �, N N G (ice V �lNf 2 5 s t o ` ,� 12 z 3 N v F o z b /S - y, N 1 T // a I / � atiF I v 14 c / ,� ADDED S r�EET T,I°EES //o/e9 1s Lz,5,. AS �, g 3� �k� / — '. % / s0. 30 lD 0 30 PT I � o � = � / / P• � �� `fir• /s�i8' 1e• i • � � 3 , � DESCRIPTION OF REVISION CITY 1rj ao o h o I o o � a DATE APPR. oom=== d S !�' a 34 Tr III CITY OF RANCHO CUCAMONGA J= o¢_ mo�=�m V5 2=o a (IXJSTJNG) (EXISTING) 34 iS a==W¢o 1=1 _w SIERRA CREST SIERRA Cis T PLAN AND PROFILE '�.. FOR CONSTRUCTION NOTES: vtEw LOOP � SEE BACKBONE y sr°R°EPr PUJvs l MT. WHITNEY COURT o N a SEE BACKBONE STREET PLANS C t¢a s= - - o 49 AC W" 4" CAN PER TYPICAL SECTION P.M. 9192 I„_ 40� 40 0 �0 P.M. X19? z HILLTOP COURT 4 ) ' TRACT NO. 13555 oWfW - scale -_ feet 4 PCCESVEWALK PER M. DWG. NO. 310 311 MT. WHITNEY COURT HILLTOP COURT OQROfESSIpN�` APPROVED BY DATE 5 l3: i o o=W o¢ V 2 a o€;_ W J o=a a o a ` T STREET NAME SIGN PER STD. DWG. NO. 402 �, �U �i \4� ���� CITY ENGINEER � R.C.E. `2297 a a STREET LIGHT (5>mQ LUMEN H.P.S.V.) 94 R08FRT P. KING DESIGN __ __ R&11C)M1 N D E D _ 6' CURB AND GUTTER PER STD. DWG. NO. 303 �o RJS i - _ =_ Ir W 30= a (MODWIED PER DETAIL J) (SEE SHEET 1) _ consultants, Inc. C E ee f ++ h=fQ=_= a UNDER SIDEWALK DQAIM PER. STD. DWGs07 DRAWN 1355 E. Cooley Drive•Colton, California 92324 SHEEN o o`o i 3 LMODIFIID TD 2' W/DTN) EXPIRF (714) 825-2127 o a i4 DRIVE APPROACH PER STD. DWG. 305 �J CiVIL 3 OF LM F pR� CHECKED R.C.E. NO.��/,S9/ DRAWING NO. ¢C¢O=U� Z Q O STREET TREE '@(AME R I CA N SWEET GUM)-/S 601• CAI W p u♦ 0 2� � >EJ=o I 74 Of � L/�� PER T�CE6 Con/ST, KoTEs (Si'rT. i� DATE � 7 FILE NO.