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HomeMy WebLinkAbout1298 NO �R CA ON/ 14P ,SOX .QT .�N SU ✓ECT TRACT ON API' Ov � OT N N-100 13281 GENERAL NOTES IN THE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES & ESTIMATED QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITI-1 THESE PLANS, THE CITY of RANCHO CUCAMONGA STANDARDS AND THE STANDARD Az NOTES FOR STREET TREE INSTALLATION CONST. 3" A.C. OVER41AB PAVEMENT 2,48,675 SF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC`T'ION - CURRENT EDITION. CONTRAC'T'OR SHALL BE FAMILIAR 4VITH AND SHALL 131'. RESPONSIBLE - - -- - 2O-S FOR ADHERENCE TO THYSINSTALL, R2 (25 MPH) Sr--N PER CAS.. TR4N� STD 1 F f►.. E' STANDARDS AND SPECIFICATIONS. `` 2. ALL PIPE'LINE'S OR SUI3STRUCTURL'S OI' ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVE'S, FIRE HYDRANTS, ETC., SHOWN OR NOT 1. All street trees are to be placed in accordance with City Standard O-- CONST. G" CURB W/24" GUTTER PER STD. 303 (SEE T SHOWN ON HESE PLANS WITHIN THE RIGHT-OF-WAY LIMI'T'S OR IN 601. 3 PAIL ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL DL ON STILL'1' N0. 1). /Z,gO¢ LF" BE REMOVED, RELOCATED OR PROTEC'T'ED IN PLACE AS REQUIRED AT 2. All street trees shall be staked and planted according to City Standard NO COST TO THE CI'T'Y OI' RANCHO CUCAMONGA. 605A.or 6055 as proxiMi4y 4.0 A04scAPE dtcf4tes. O- CONS'T'.4.5' WIDE SIDEWALK PER CITY OF RANCI-10 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCI-10 CUCAMONGA WILSON AVENUE CUCA1\40NGA S'I'D. 310 & 311. 6¢,,50/ ,SF ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR 3" Backfill mixture of all street trees shall be per the recommendations CONST'RUCT'ION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR of an agronomic soils report furnished to the City Inspector. Q_ CONST. G' WIDE GONG. CROSS GUTTER PER CI`T'Y RIGI-1'T'-OI'-WAY. OF RANCHO CUCAMONGA STD. 308 N/6" OVOL/TN CURB 5,940 SF 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY k. No street tree shall be planted where the center of the trunk is closer w Mw LATERALS, MAINS, OR CROSSINGS SIIALL BE CONSTRUCTED PRIOR TO than three feet (3') to the face of curb, unless otherwise noted. z z z 6O- CONST. HANDICAPPED RAMP PER CITY OF RANCHO W LLJ PAVING. > >> CUCAMONGA STD. 310. 28 EA S. COMPACTION TLS1S OIEMBANKMENT CONSTRUCTION, TRENCH S All street trees are subject to inspection and acceptance by the City Q < BACKFILLCOMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL Engineer. CONST. DRIVEWAY APPROACH PER SID. 305. /99 EA BE PERI'ORMED AT N ST O COST TO THE CITY OF RANCHO CUCAMONGA. HIGHLAND AVENUE W=/G; X=3' UNLESS aTNERWISE NOTED. A WRI'1"T'F.N RE'POR'T' 4v1'1'H 'I'HI:SE COMPACTION 'T'E'STS SIIALL BE SUBMI'T'TL'1) DEERW PROJECT CONST. LOCAL DEPRESSION PER STD. 513. // E,4 TO FHE CITY ENGINEER, FOR APPROVAL ROVAL I RIOR TO THE PLACEMENT N 19TH ST, CREEK_�� w Ne OF BASE' MAT'E'RIALS AND/OR SURFACING. V z CHANNEL :3w w _J X a9 - INS'T'ALL STREET BY DEVELOP--R 6G EA LIGHT 5800L BY SC.E.000ROINATI D ANOPAIDFOR 6. AT . THE COMPLETION OP PAVING, A MA`T'ERIALS RET'OR'T' SHALL BE -r S.P.R.R. � U SUBMITTED TO THE CI'T'Y ENGINEER, LIS'T'ING ALL TESTS OR = 0 O- INSTALL S`T I'EET' NAME SIGN PER CITY OF RANCHO cc DETERMINA'T'IONS COMPLETED TO VERITY S'TABILIT'Y OIL CON'T'ENT AND CUCAMONGA STD. 401 & 402. 30 EA GRADATION OF ASPHALT PAVING. TR SE D _DR VE MO T LL D IV S0, PACIFIC R.R. 7. WHEN IMPROVL'P✓]ENTS ARE TO BE PLACED ON NATIVE SOILS WHICH 9 4 - 1 INSTALL STOP SIGN PER CITY OF RANCI-10 CONSIS'T'S 01' A ROCKY MATERIAL, TIII; SUB-GRADE SHALL BE PREPARED y � BASELINE ROAD CUCAMONGA S'I'D. 401 & 402. II EA BY REMOVING ALL ROCKS WHICH PRO'T'RUDE ABOVE THE SU13-GIZADE < J w U } + /2 AND ALT. VOIDS OR DEPRESSIONS SHALL 13E FILLED WITH A FINE GRADE Q w INSTALL STOP AND STOP BAR.a- 9 EA MATERIAL ERI11I, OF AQU QUALITY Y I3 E1"ILR THAN THE NATIVE MATERIAL. U Q W 8. CI`T'Y APPROVAL 01' PLANS DOES NOT RELIEVE THE DEVELOPER FROM n CL5 /3 ADJUST' WATER VALVE COVER TO GRADE. 40 EA 8 7 z RESPONSIBI,ITY FOR THE CORRECTION OF ERROR AND OMISSION /1 b UJ VICINITY MAP N S.a .T. 5 ADJUST Iv1ANIlOLL 'I'O GRADE. DISCOVERED DURING CONSTRUCTION. UI ON REQUEST THE REQUIRE]) O R NZ R SA a. Q l432 FA PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. N Z Q IO o } z 7 INSTALa„ STR :.E 'TRF.-. BRACHYCHI'Z'CN FC PUL_NE,UM 9. WORK SITE AND EXTERIOR STREETS SHALL13E IN A NEAT CLEAN HAZARD Z � �p VE� a_ � >� �DR VES (15 C�L.I,JOIv) --- SM E4• O a_ U cr i /6 RLIVT O V I. L;nIS'i' L'111.1 Z I C:1 D L' 4 PREPiI RE ✓O/N UNE Z EA FREE, OR'DE'RLY STATE THROUGHOUT' CONST'RUCT'ION. SITE SHALL BE A R1 CLEANED UPON RE'QUE'ST OI' 'TIIE INSPECTOR• L � > > /7 CONST. G WIDE GREENBELT ,SIDEWALK SIDEWALK I ER CITY OF ]0. 'I'HL: RI:I'ONSI13IL1'1'1' OF ADJUS'T'ING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SI, AND c i_ A RANCHO CUCAMONGA S'I'D'S 310 & 311. 7,092 SF WA'1'I;R, (;AS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE 0 /S ` � "'J6 � � INSTALLATIONS WILL BE THE RI:S1'ONSIBLIT Y OF THE OWNER, AND SHALL eE 0 DRIV IB CONST. II WIDE GREENBELT SIDEWALK PER CITY OF BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES /� /No M 4 X 14„ RET. CAST IRON RANCHO CUCAMONGA STD'S 310 &311. 8,04P SF AND STANDARDS. Q.Q` 3 cc PIPE, ALHAM13RA A-4-70 #3 BARS 012" EA.WY. � ] I. ANY CON'1'RAC'1 OR I'EROP.MING WORK ON THIS PIZOJL'CT SHALL l� /3 U1 OR EQUAL �J INSTALL BROOKS BOX NO. 24A WITH PARKWAY GRATE• rj EA. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL, BE SOLELY RESPONSIBLE P w w O w 12� TYP n 41 SIDEWALK PER STD. a- INSTALL 4"x 14" C. I. F? THRU DR IN PIPE PER DETAIL ON FOR ANY DAMAGE '1'O EXISTING FACILITIES RESULTING DIRL'C`1'I.Y OR /�LETINI D IVE Q z U 12 TYFP 310 SHEET NO. I . Q1G, EA. INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH I'ACILITIE'S /2 J -� w O r1r,4 � n 1NtTRLL STQEET TREES PER StlIEET TRfE /NSIALLA770N NOTFS [SEE ARE SHOWN ON TIIES1: PLANS. rL � I � '• I r=:_`� � _ I SHEET 1) AND STD. Gc1. 31q 11 12. SHADING ON STREETPLANS INDICATE A.C. PAVEMENT,, DET ERMINED © T Q /3� /¢ /4 _ : , T 'd _ BY S'T'RUCTURAL SECTION, TO BE INSTALLED. 11 r� -- -1 0� c} g' z �z� < _ • ST. NAME SyM S 13. ALL GRADE S'L'AKES SHALL BE SET BY 'Pill' CONTRACTOR OR ENGINEER. wREET TREE SPRCING QTY SIDE TRI6LO D IVE� - - -- T -` � .• I ;••. I _.___. ������� _ __ _ __ . -- _ - - - _._-- PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE 01' PAVEMENT' CC I 0 POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE TRESENDI1 DR 0 LACERSTROMIN /ND1CA "IAVEA/DER" 20'0-C, 13 15 6AL, ym 1 m ~ 14 a-- /415,;�4LL ¢'r.5'LEEVE1-O/P L/NE' 400 Gam' THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY 13E MoNTELLA DR. O LAGE,PSMOM/A /NO1KA"LAv.Cv0F2" 20'0.6, // 1S 6AL y \ -` 2 ZS /N TALL .3 "SLEEVE FO.PF!/TU.PE �Oele/Gi4T/OrV LIit/E REQUIRED BY CITY ENGINEER AS NEL'DED AT WARPED OR VERTICAL - (1*4M&,M 'L4"LONG 6E�CTlON 'Q'g8"Q7f SP ? CURVE AREAS. LOREN?D DR. K KOELIPEUTERIA DIP/NNATA 35'0,6, 5 156AL• LA IN DRI b,/FR DRAIN SIDEWALK CONDITION STD. 303 a- /�(/STi9LL to",SCEE!/E Fa,P FUTU•PE ��P.P/G.9T/O/V L//✓E c� LF 14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GP ELEVATION, „ (PROFILE) R05A DR, 0 KOELREuTER1A D/P/NNATA 35'O•C. Y 15 6A 4")(, 14 CAST IRON PIPE 0 �- INST4.LL BROOKS BOX 1212 W1TH PARKWI�Y GRATE EA SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE S'L'AKES SHALL I �O 2' Z•' I BROOKS PRECAST SIDEWALK ii PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ^-a- BE SE'T' AT ALL HINGE POINTS, EDGE OF PAVEMENT POINT'S WITHIN 0.01 M1IRCON/ DR. 0 KOELREUTER/A SIP/NN/frA 35'0,6. /7 1s GAL 2 FIELD INLET BOX A (2) 4- THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR b BASELINE ROAD / FOOT' OF SUB-GRADE ELEVATION AND AT NOT MORE THAN ` W INTERVALS. r 02 Q to = Z LCA OVER STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF LET/N! OR. a L/QKIOA?18ER STYRACIFLLtR 'PACO IfLTO 15'0.6 1B 156AL I N _ ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED 'r � DRAIN AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR AT WARPED OR VERTICAL AREAS. TRIOLO DR. 0 L/KERSTROM/A /#Dim "DARK P/NKl 200.6. 15 /S GAL ,(j �� I I T��;--•-r * /2„ IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE •v� _ - _ __ ___ _ __ _ _ UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE �C�'.+ , ROBERTP. KING 15. IP THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS INDEX MAP ` _ ' LAR/ND OR. 0 KOELREUTEftlA 31PINNATA 35'0.6. ?g /56AL 14" I 2-L� 4"XI4' C. I. PIPE PLANS. S'I'ERILAN'I' RL'GIS` FRED BY 'TIIE E.P.A. FOR USE UNDER A.C. AND P.C.C. LL _ _ ._ ____ • � No. C 041341 SANTO PL. MRGNOL/R GIPANOIFL094 MAJESTIC &99UTY' 30'0,6. /56AL 14 i� -- ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON SHALL BE UNIFORMLY APPLIED A`1' THE MANUFACTURER'S RECOMA'1ENDED � IS `• �_��'.' I/2 ' , ' •, -• • - , '• OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT RATE FOR `I'TIE FULL PAVEMENT WIDTH PRIOR TO PAVING. SCALER PL. 6RACNVCH/rO,V POPUC/NEU5 15'0.6 /s 6AL. SCALE 1' - 200' ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC ,EI(PIRES 30 _ O ZS I I IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY lG. ES'I'IMA`I'I: OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR SECTION A-A NQ WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. O ( (( THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE SAPPROA PL. 0 EU6ALrFrus N/C!/OLI/ 25'0.6. Z3 s GAL. O DENOTES SHEET NUMBER COR$ T N'�.IT�ON g A DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 4 �JNZOF ` - HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE CARANO PL. Q D/IACNYCN/TON POPULINEUS 2f'O,C. 26 1564L ` 1 W"J PROFILE THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE c SUBMI'TT'ING A BID. ANY ITEM OF WORK REQUIRED BY THESE PIANS CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE RI VA PL. EUCALYPTUS NlUfoLII z5`OC 'I'v s 6AL. CURS CON�tT1pN OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTI'T'IES " " DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. rRIVENTO PL POP14LINEUS 25'06 1/5 /56AL CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Q 4 A14 CAST IRAN PIPE THRU DRAIN DETAIL RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 1'l. CANTAGT ALL_ (JTiLCT1E,S ASx , Z v�ORKINC DAYJ r CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND `•'`�Q� } y BwEN?A PL +O A9//6NOL/A GRAN/FLORA 'AfAJESTlC DEAuTY 300.6. 7 /56AL PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND PRIOR 10 EXG�NATION. PRO�/IDEO F-Z7R YOLK Cf.>NVENIf~NC1~, NTS•71-M FDNOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR NO 20596 �T' ARE, I. _)01 11NG:�c lFUTX_kTY I...5nNC� NF_RE�L, rINDARl PL. M O+ �}6NOL/A 6RAND/FL0?�I "MAiies Y BCAUTI' 30'0.6. 8 /S 6AL 18. PRIOR TO INSTALA...AT10N OF AN`� PA1/1NC�,AMAT;~R1A1"b SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,IN CONNECTION *''� Exp �3( x9 J* • REFT_�)RT 5OMI50 WAY K MA6NOL/A 611AvvtFzoA "MAJE5re /3L`AurY" 30'O.L. 28 /5 644t WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 1-TALL ENE 5L�M1"T-C�� TO THE CST`( NEGLIGENCE OF THE OWNER OR ENGINEER. \Q` 1_15TING &.LA.. T�3T5 OR �TERMINAT10N5 COI"IPL P_rTECO CURB L/NE �lqr 0 v 11 Tt� �R1F�( St�/�, ANAL.Y5l9 ANL7 SL�.1yID E�UI�/AJ...F.NT 1 YI�I�I�LOC� OF R A- E S-0025 / 1Pj4 TREE ADDED DRIDE IfPP20ilt�lES AND STiPEET TREES 5#", 2 -1,/, C#Ifv6E0 SIRES 6' 24" 3/8" L/P hfyv MAINT>r"CE UTILITY CONTACT ®,Ll6NT LOC.S/fTS. y,f+,3, REVISED NOTES SNT1, 8Y EA11FC Cowsarrxor TC ELEV \ '� - t //2"R TOP OF PVMT. PQE 4, EASEMENT I nofl� eRooKS aox �T. E I-L MoQ c c - oll �1 Id 89 6' 112'R CONTACT TIIE FOLLOWING, AS REQUIRED, 48 HOURS - -r-- - sue PRIOR TO EXCAVATION: DESCRIPTION OF REVISION DATE CITY 19 PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND /2 �'• 8,. �' S� !�5' !cS S _ APPROVED. PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR •• , GI;NI:RnL 't'I:LrI'IIONI: COMPANY: (II00) 422-4132 -• . �-� l ° BOX 29 CITY OF RANCHO CUCAMONGA TO FINAL PLAN APPROVAL). ' • I P.O. Iiox 2920 POMONA, CALIFORNIA 91766 � 70 THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY Ya�rt O O'er O PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY 75" I 25" CGVG-C uly va SOUTHERN CALIFORNIA EDISON: (7 14) 529-2070 STREET IMPROVEMENT PLANS FOR 7�,-1 1 ' \ 2191 EAST' BIRCH STREL''1' (7 14) 529-2809 LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE 1 - 1` BREn, CALIFORNIA 92621 IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND J ¢ ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE ++ O O CUCAMONGA WATER DISTRICT: (714) 987-2591 REMOVED AND REPLACED TO THE $ATISFACTION OF THE CITY ENGINEER. DETAIL ® CF & 24GUTTER /IUQGgL�Y,LAR//KOU'Q� T7PNEN7U/�L.,MGWT£zLAU'I',0?rANOR.,i1*MrOV/A9,M 4f�.,AV546W. 54PPAG�df'�.I TRESEND�QG?P. 9641 SAN I3ERNARDINO ROAD SC,4LEAP,C .,LLy4ENZOGW./ S�W7D)cr.,�RR4/W,CON1SDS'!/Y.,,8R/ENZ�4PL.,LET/r1//OR., TR/OGO Z>R.� T//VOAR/ F. RANCHO CUCAMONGA, CALIFORNIA 91730 (NO SCALE) TYPICAL SECTION ncn cAI�LEv1SION (714) 987-21225 TRACT NO. 13281 9155 ARCHIBALD AVENUE, SUITE H N. T. $. RANCHO CUCAMONGA, CA 91730 APPROVED BY' DATE'. IP=<o8T. /. = S CITY ENGINEER - R.C.E. 2139-7 BENCH MARK B.M. 1638 DESIGN ftAfORSL CONSULTINC GROUP RFC(,MMEN�ED ELEV. 1297.297 MCG /V� ,,.,,,,,,, �obS 4M'rNf 1'I VF p(MgS\AWS M'1I}•+Til 24' EAST OF ETIWANDA � ' ''�����k`��'�� � "� " J/� WILLIAM LYON AVENUE AND 40' NORTH DRAWN " SHEET LYON 8340 ARCMIISALD SUITE 3 OF (t BASELINE, SET BRASS D✓B / OF /8 •8 Y•' /7ORSC: �j/Ql� RAMCMO CUCAMOMGA" CALWORMIA 91730 BENCH DISC. IN TOP OF CHECKED f DRAWING NO NE END OF A 4'X2 CONIC. � &� , �� Q ® Cff/�/V 9 S/30X 5/SES co/vsucr�/✓c G 2/'93 4(t�{193 _ O BOX CULVERT. McG DATE - � '"FILE Nr) 12198 OF . - - P I ArL rr$ I AI R7' ` . . . , . f . _ _ __. _ - BEN HMA , : . B M 163B 4 / _ .__ ...__._. __.__ _.._ _ _. _ _ . : . : ; . : . . , . . . : . , ; DC. PI 331.83 . : , . - ELEV 1297 297 4 - _ --- _ _ _ . 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IY-AN z °� Z 7Q Q 'Q ,n 7 %V Q, 7 7Q 0 Q A 7 7 D =0 7Q 7 D ' ,z = * W �k ti °� ti� CITY OF RANCHO CUCAMONGA v w°� N° ��jFE°S i_ STREET IMPROVEMENT• PLAN FOR je, S, 41 � �g "RINO DIV V4F � h 35' ������� � � \� `� b . 8 6' 6' �� ?, LAR/NO OR/VE �..I 35 N� �* fop�o sss �F `s 1`tir .36.78 \ \4 o��a ,t?k,�� C'11 C1V,k `�r TRACT NO, 13281 of Cay . � ©. .' , L.D. TA/L �� a- �k �G ,�, ``�' y� APPROVED BY: DATE. �'>9,�99 . 0 9ti 1,x'(0 'l0' o�� o1 �i ROBERT P.KII G 22 o � � CITY ENGINEER RC.E NO: �� 3 3ti �• . IN . ,� '. 1� ti . No.C 04134 - 3 DESIGN R C M E ED 3 MORSE CONSUL7INC GROUP "� '� '� r Y 4ESSl p�, 3� �� �� �� ) * EXPIRES LO * _ QY-• /''IO/:p6c 61(H MCG R. . u.-,--- - Q�oe��r c.Mo��y ' bE� 4860 IRVINE BOULE ARD,SUITE'201 Q� y c C/-14W�aCU 9R00�f.FA60X 6'12& C•On15ClCTirv67 (521'93 4 rfi193 DRAWN IRVIN�CA 307R1�IA92720-1999 y F m SHEET L.Q ALMIL L.D. 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OrQ/l/EW9Y APPR0.4Cf1 PER SID. 305,• W=lG', x=3` uN�E55 017fE21n(rSE �Sl0JE0 ZQ /z4O 4rF OF CA1�F�� 99 INSTALL STREET L/Bf/T SBGQL BY.90E.aV1T-_.�'N472O.tiWO RI/OfW BYG-YEZGP� APPROVED BY: � DATE: �y /D INSTALL S7XEETA"r,fWAI PER C/TY OF RWAle-0 • ClAr,4WNGA .570 4914'Qoz CITY ENGINEER - 1969 RC.E. NO. 9-7 /3 AallIST W,,9TE•9 V,4Z&- COI/ER 70 S'R/40E. DESIGN - R C MME DED 4 AO✓UST M.4411-1.OLE 70 6r4A0E. M►MO * CONS*L7_ CROUP O pEESS10 �S, - I 1 iN3TAt„l„ STOP SIC-1�1 PERF NGHO ST». 401 Er 4CfL N.��.�,U 01 eR Nq� MC6' 4860 IRVINE BOULEVARD,SUITE X201 �Q``���•�'� C.Mo��yc CG r` �- IRVINE,CALIFORNIA 92720.1999 '� �/' Z DRAWN (7l 730.7117 �' " �" o SHEET No.20596 /p l2 IlV��T'Al.l., S�Z7P ANp �t]P Ba.R ADDED 0/?l/EW,fY APPRO/fCA°ES AND STREET TREE5 1 1-s- 'D a ✓,B �c �u a�oas Q 2ll /NSfi9LL 57REET TkEE`,r SG/lL. EUC�4CYPTilS N![NOL//, ZS�O.C. ON RI(/A PLACE �lA'D /SEAL. !3Y EA1�C COA(s(!Lr/}N13, lNC. %z�9� C1V1 �a�Q OF CHECKED OFCA��E� DRAWING N0. ,r4ELREUTER/A a/PiNNArA, 3S o.C. 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PUBLIC LI M �8 E3�,./ �s s o � � 5 �� •• � -• ; C AINTENANCE AREA PLAN 3 3 �' 341.1 oP �°' +1' 9.T9' .1.14 35.0, ` o O 1 r- 2 , oP�n �° �► ,o G 46 0 4 .15 7.14 1 - .59 '� DI �, , 'C �OP o9`� G 1 43.59 ,-9.19 43 •y- � Ri� ��PUBLIC �MPR��M��T�j, JS r _ 40.97- 40.23' • ,J .1g• _ . TRACT 13281 1�G 62.35' l��,,�p`•' 4�-s � J �-� � � ����Q1 ''�'f�� � � �� .� 10.44 P�,�� 60.Ou' � a° aLsZzw vnnc� Qm o - - ^ �� h c L 2- APPROVED BY:�� �J �d � '� �� DRIVE 4 „� DATE: s►. s x,10 3 4 30.5 0 ; �31 LET 'S so �. N �, q A ,- - INI ,�' 4 CITY ENGINEER RCE. .22t-)-T 45 DESIGN CONSULTING GROUP REC MMEND�D \ LL I\4ry BENCH MARK B.M. 1636 Z g' -- • �R 90 _._..50.00 X0.00!� -,� 45.b� /1���„�K,�,: . FA,,,N„R,�� . ..,1,s,,�: QR�tssIay� t3a� s. �°.. M'M-(i1l.W,MC,U 92'20 19" \ 24' E 1297.297 �� c. h / 24' EAST OF ETIWANDA DRAWN ,,: ��. yQ<�` ba�F�c -tti \ AVENUE AND 40 NORTH SHEET 32 ® ` OF BASELINE, SET BRASS OF _ F �� SEE SHEET lO NE OCH IFCA 4'X2TOPO NCOF Civi CHECKED �fOFCAUE���! DRAWING No. BOX CULVERT. DATE �FIEE NO • SHEET--Lt-' OF • V CONSTRUCTION NOTES S�� SHEET �� CONST. 6' WIDE GREENBELT SIDEWALK AER C/TY OF RANCHO ag 3t�q 47 _ � CUCAMONGA STOS 310 8\ h, f I 146 I , °-11 m �yg80 1 5 j ;�, v� � -� 6J _ /B CONST. 8' WIDE GREENBELT 3105WALK )'FjR Cl 7Y OF RANCHO � 8 hi 47 CUCAMONGA STDS 3/0 ,LA 1 j 15 8 ! 118 61, 1 f, 1 j �,�� c II ll �'� 6 .�- f o � � i 1 f. �. 410 LEGEND 131 65.93 �. I°l � a j ..., o r �' q q7 �UB[�C :• ' 2 42.T 8' \Q ~ ` g //' $ �l r' MAIA17ENANCE ARFA . 4x.51 -_ _ DRIVE _ d/. / t �' � 5 345. �'' �•1 ti� tib- 0 11 T •; �� _ -MARCONI - �8 P • t --- `` 84 O ,:+"'r• •`4€, - a" y�. - / , - _ . ,,,...+i..'C' -•"re•'°` lA...- .i Yid"._ 0 ,. ` - --_e _- - - --- ._._� .. r.. �� 61. , 3p,5 - O \, .i' "--�... _..s• d i _..G, 4�. lF. _ -.a: • w•r•...�. j_�.: �6�,..i-"__-�•eR� �J 1• .� �` l } +l \ ! 1 %k7 o. , :�.�34 19 �'� 90 s o rc co o 73. �°'• �• �'1.'��•--.. ; .•_ - Yy.. _k _ Y_ s.., �.` I .{j' ; C - �. '�j,, o5 0 Of O '� �tC'>. �9�s Q � gw y� �.� o_ ,�'� � a� � 340.15 340.5 � , � •/ � �`� d�` v M _ _ 46513 543 4 3 1 9.79 ,T.14 35.04' 2 n t 49.59, -9.79 � o _' 40.23' 40.97' 43. 59 _ - N- c�F �3,L N c F3 r h Q` � c TS G 62.35` �' �� Q� ';_ _ - b, ��2 1 Tf , o• �, to 10 34 LET/N/ �'-� so• `� DRIVE 4 5 +s40. c? . ( � 1 ^ �: v� '� 9932 •� G 18 18 5 341.8 4 v> LL �.� G 48.90'....- 50.00' ,__,50.00;,^ �r 7 / F jn YAR/ABLE W101-11YL4NOSCAPE E�fSE ENT S 9 .� O �t� x I v T4.58 d G AEDICATED 70 E C/7YOfRANCHO MON6A /j} 68.E 3F 1 $ g o () _ o` 60.00' 1 ,� 35 ^'' F 3AQ 4 . \ 9 v3 340 $ 340.4 $ 840 I m Q o �S� �� - rc ~ F I q?. �,, b 72 73 T4 75 �- - 0 0 �vP o n M 70.93' F 50.00' 50.00' F 73.26 �' ' 3�yp-1 A 1 ° 6t•>Ib_ �,�. ui 8.25' „' ;j` 0.03' 52.65' c �-� 1 - 4� 31 O p.69 3 0 ? � - -11.33' .24' f F �' •-�-� �' V h T 1 ss�, j��`,� y� , 6 g o0. o 3s�;� 6 8 , _- 1 60.00, g F �• � I � � ,� ti o 36 9�.3 33C•.O 335.E ,v cif' /h'4 o �>� � ' S' le IB s .� 56 . 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F 55 F PI 67 60.01. 66.88 F 3°3 La T6.IT' c . - 00 t -16 r c F ' 90' `��`� 6 3 3' 6 2 G 3 ' '�s''�v T7 G ?T 23' 23' 'f ,� s� 61 N�c 9 60 4� - 4C' T,� o• c 3? 3 f ooeA,.e 3�L.2 - 5' 331 .� 76 0 39 F .Eo »I.a la Ig' 59 Z,40 .� 3z.c� f •04' 19.21' 55.05' 26.49' 28.52' S 10 � I�,e'" '�i. 14.63 3 c T8.46' IS No. 20596 _ h� s 1 ' 683 - 3z3 r%' ti� �,. �� ��• _ -� �' 47,/� LARINOm m - �.s- ��D IVES � �vs ''�. ��P g 9'FOf cAI�F 1 O ?J - _ � - o• � 401;' \� 50.90. ti G 2�' o ? c 50.03' 63' c 50.00' ►, 23.58' 26.43' C 50.01' 50. '�' Z�L.., ....... ......,..! 3 4.43 / �5 4 20.50 50.00 c 16.39 33.61 29.90 20.12 2 - ��' S0.0I' h• F 50.01 c 50.01' F F o \ . . �� l DESCRIPTION OF REVISION DATE APPROVED. .Jv F �.�.. CITY s F F 13.30 - �� �__� ' X 31 G ! 30.5 __ ___ i IA' _ - _ � CITY 0�' RANCHO G G 9 3339 333.I 373'1 `532 '.132.3 0 3.32.1 .0 3c 1.9 3'St.te [.3 "' 331.1 'Sr3fJ.Co g �z.A•!c `�!� ` /h� - - CUCAMONGA F , , �f• , :�, i PUBLIC MAINTENANCE AREA PLAN 24 �i3' - ` , 1 . `= r r" I 19�» ;-e 1 � _' j.,...�. ., .. , 4 13""' 2---• i :. s.. 20 � , ...-. 1 1 _ 1 .. _ , f �k,r �- #. .. c ..� , . A _... : . �- GRADING P Bl... M ,, _ x �_ _ ( U tC 1 PRdV�M�NTs 36.00 50.00 � _ ,�. _ •�. � <x 0~; � �;n � .C. � � 5�- ..:. .:. i 3f1 e 50.� 50 t Q0 RtO.$f} 30.40 5U.00 50.90 X0.00 40.d0 _ � .. - r. -.. ... .. ! !- •6 l.... ._ -,: f z IF - _. .. - ..- - »,.,..-_ .. -_..e+4..a,...._ ,.,. - r -w...-a.....-r+... - -- • . e_ .-...-♦ - «, TRACT - 13281 4h' .j�^� '�� ,H' A ^ rh"CJ \ ,�`'�(r� ,�✓� C� ,7^p �` C� �h�;,�C� \\ 1 �,/ ,� / APPROVED BY. - DATE. - ` - - }-- CITY ENGINEER RCE. ��IN�ir 1�`,JI�+�� �- _ DESIGN fMORSECONSULTINGGROUP R C MMEN D BENCH MARK B.M. 1F3B ��,�:: . rNG,H«R:�: . 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KIf�V C j h �� _ ��i + `�� av'� «' 3 jam( No.C 041 e �2 r, {j f > - O f ,� I,�` i, 14 63 _. .._�,;. 18.46' _ >J t ,.w .x 33.04- 19wQ' 4� , __. 1 EXPIRES 96 ,mss I , G � ��°�� `�"C�.:•.� `" r* /1! �a� r�` �� � ��' Q��+ Tl��i� !�'`/�r LARIN Ito, _ (� `.J -_'e "� T �,`"" _ .- -..: _ ��`'� '/f � �� � r, ,•��>' 1 ,/ 2/ _ f .. D 1 -- f • ' 4 - r ..,. ,. . ,.-., - -��.� .�,_._-. -. �,.�� J` ADDED NOTE FOR T/tE REVI5E0 STI7EET Th Awl v / 9 �. 50.00 ''` 4 « - q m , 9 < . W., /9P1Ro�rlN oor rNnrs, 0 N /O _.P r i .. 1 e, _ ., Y t TFC CONSULTAA115. INC /�� ., c'4 _ « M . ._ . f:, o " ., • a DESCRIPTION > It " ,, OF RE VIS ION DATE C �' APPROVED. x.1 C4 00 a _ CITY OF RANCHO_ CUCAMONGA r 3 O a a. PUBLIC MS WITHIN - - F ` �� CITY S L.AN AP �� DSC � r 1 t ., , 1,514 - t E,AS ME NT .< ,. � - . a k , , ., �> ,7y s . > TR _ � 13281 , F 17,_F elvo 40 0 ' APPROVED BY. DATE. - CITY ENGINEER znn-7 BENCH MARK B.M. 163B DESIGN ft MOI! 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