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HomeMy WebLinkAbout1296 i c A1,072F.' TREE LOCAT/O/V A.S' APP.20X/M-4TE �it/O ✓`'z1&jECT TO 6,4$EO ON F11v, 4z_ h'OlJ.S'E �LOTTiNG ON Ai'i�.eo vEL9 fYOT�ZI,4iv5' T CT I NO * RA13753 i I CONSTRUCTION NOTESGENERAL NOTES IN THE CITY OF RANCHO CUCAMONGA & ESTIMATED QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD OI - CONST. 3" A.C. OVER 4" A.B. PAVEMENT. /6/,44/ 5F SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE 2a- CONST. 6" CURB W/24" GUTTER PER CITY OF RANCHO FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. J 7 /5 LF EE INSTALLATION CUCAMONGA STD. 303 SEE DETAIL SHT 1 8 2 ALL PIPELINE O NOTES FOR STREET TR I S C ( ) , L S R SUBS'T'RUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT 1. Street treey locations will be determined concurrent) with house SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN plotting. 3 REMOVE EXISTING BARRICADE AND PREPARE JOIN LINE 2 EA J ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT 2. All street trees are to be placed in accordance with City Standard 4 CONST.4.5 OR 6 WIDE SIDEWALK PER CITY OF RANCHO NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 601. WILSON AVENUE CUCAMONGA STD. 310 & 311 _ 43,926 5F- ENGINEERING FENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 3. All street trees shall be staked and planted according to City Standard 5� CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF 605A. RANCHO CUCAMONGA STD. 308 (INCLUDES MONOLITHIC RIGHT-OF-WAY. j w CURB) __ _ _ _ _ 2,980 5F- 4. F4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY 4. Backfill mixture of all street trees shall be per the recommendations z z z LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO > w w E IT OF RANCHO C' Inspector. 6 CONST. HANDICAPPED RAMP PER CITY agronomic soils report furnished to the It PAVING. of an ag p y p ¢ Q Q o- 5. COMPACTION TEST'S OF EMBANKMENT CONSTRUCTION, TRENCH �� CUCAMONGA STD. 310 /5 EA BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL 5. No street tree shall be planted where the center of the trunk is closer HIGHLAND AVENUE _ EA 3 to the face of curb unless otherwise noted A 7 CONST. DRIVEWAY APPROACH PER STD./O/- /29 than three feet ( ) 1 A BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. W ► i F� C�CY E,N�IN�.R �PPROVE,L7 Y DEER 16 /5 MEAS��O ON CUiPB X s 3 W A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED 19TH ST. PROJECT 6. All street trees are subject to inspection and acceptance by the City CREEK�� w � M O8 -1 CONST. LOCAL, DEPRESSION PER STD. NO. 518 7 E4\ TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT x � z CHANNEL u.I OF BASE MATERIALS AND/OR SURFACING. Engineer. w _ z 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE STREET BOTANICAL NAME / COMMON NAME SIZE QTY. SPACING Q J v 9�- INSTALL STREET LIGHT 5800L ( INSTALLED BY S.C.E., PAID SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR � ry_ _ Ir FOR & COORDINATED BY DEVELOPER) 35 EA DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND ® TERNI. FL. hMC-NOLIA. GRANDIF-ORA MA )ES IC BEAUTY' SOUTHERN MAGNOLIA 15 GAL. /T EA. 30' O.C.MW. HM! /0 INSTALL STREET NAME SIGN PER CITY OF RANCHO 8 A M NGA STD. 401 & 402 E GRAUATION OF ASPHALT PAVING. BRONTE PL GEIJERA. f ARVIF�:RA AUSTRALIAN WILLOW 15 GAL. /Z FA. 20 O.C. MIa, SO. PAGFIC R.R. CUCA O 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH BOTTLE TREE 15 GAL. /3 EA. 25' O.C. Mlu. BASELINE ROAD // INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA - CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED FASA.NO PL. BRACHYCHITON POPULNEJS BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE SAPRI PL. EUCALYPTUS NICHOLII WILLOWLEAF PEPPERMINT 5 GAL. /3 EA. 25' O.C. M1o. STD. 401 & 402 - 9 EA AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE BRENO PL. BRACHYCHITON POPULNEUS 8077LE TREE 15 GP.L. /7 5A• 25' O.C. 1,411, /2 INSTALL STOP AND STOP BAR 9 EA MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM BETTOLA PL. MAGNOLIA GRANDIFLORA 'MAJESTIC BEAUTY' SOUTHERN MAGNOLIA 15 GAL. 22 EA _ 30' O.C. MIS, VICINITY MAP /3 ADJUST WATER VALVE COVER TO GRADE 23 EA I RESPONSIBLITY FOR THE CORRECTION OF ERROR AND OMISSION CHINESE FLAME l-REE I5 GAL. 3G EA. j5' o-�- MIa. DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED CANDELA PL. KOELREUTERIA BIPINA.TA N.T.S. /4 ADJUST MANHOLE COVER TO GRADE. 25 FA PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER SOUTHERN PACIFIC RAIL ROAD - FOR APPROVAL. ' CONST. 6' WIDE GREENBELT SIDEWALK PER CITY OF 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD RANCHO CUCAMONGA STD'S. 310 & 311 642 SF FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE INSTALL BROOKS BOX NO. 2424 WITH PARKWAY GRATE 4 EA CLEANED UPON REQUEST OF THE INSPECTOR. 10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING w4 LU U w /7 INSTALL 9" x 14" C.I.P. THRU DRAIN PIPE PER DETAIL ON SHT. 1 54REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER ANDftEU a: W Ld U WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE Q � v 10 Q W J y4 Q _J >_ /8 CONST. 8" CURB W/24" GUTTER PER CITY OF RANCHO INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL v a- I � � � < CUCAMONGA STD. 303 /43 LF BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES � 2 + 3 i ° ° AND STANDARDS. CL O 3 5 1,1 n n " Z / 6 TRANSITION CURB W 2 TTER 9 CONST. TO4 GU _ /76 LF 11. ANY CONTRACTOR PERORMING WORK ON THIS PROJECT SHALL I- ¢ {� Z C / 2 z i FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE p � '4' -� 0 � INSTALL 15 GAL. STREET TREES PER STD. 601 AND CONSTRUCTION NOTES I FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR m �-�_ a I O O } Q UJ INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES z ¢ w Z ARE SHOWN ON THESE PLANS. CANpFUP, "'_ W °' m LU 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED W r f �� � Y 21 /N.5z-4zz ¢ �SLEEI�E FDiP FUTI/.PE/,P,2/GAT/D/V PDO LF BY STRUCTURAL SECTION, TO BE INSTALLED. z �j O Fad13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. W l0 A- DRIVE _ a. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT > /� 1> POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE Q �� �� d f 4!x t4! RET" c4ST, IFzoN 5ARS®IZ"eA.WY. --- THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE / 5 P1P•E,AL.HAMBRA A-4-10. z t �+- OR EQUAL 4'5IDEWAIx PER STD. 310* I REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL W BFLV CURVE AREAS. ANO Y � ,L � �roo✓� EXisr. ,oeiv�w,�y .s�,er,.�c.H/cazB��urr�'.e Gso if 14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, J r -. 4.__ =� PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL _J c .'' THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF �' :• :.I AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED (2)#4M&PM 24"Ltll� 14 IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE AT WARPED OR VERTICAL AREAS. CNIFK RAIN UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE aV .g_gi PLANS. 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS Z, 2' Z' SII]EVVALK CONDITION '7 O'CRB PER ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. (PfftGFILLE) STD. 303 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT 1 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED BROOK PRECAST A. ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 4"X14�CAST IRON SIDE-WA-K - IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. P1 PE FIcLD INLET BOX (2) 4>3� FZ WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR I 3,5" - ,��� rB 'NA ovER DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE _ _ _ ` j 11 -=. = ;i• 1,2„ THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE ta' L cx,a'c.i P,=�i CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE I 1 Q 1_ LT'- - ___ ___ __ "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS INDEX MAP --- J DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". ", � to ..�-Ih' _ WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES r,w 1ON CONTRACTORFURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLE"E SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SCALE 1 = 200 SECTIova-A in ( qlF ' RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE of BASELINE ROAD � CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND I'l. CONTAC:T A1.-L U-nLMF-13 � R�AUIRE;D48 HOURS t-RIOR -TU PROFt�E � y ROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CURB CONDITION 'OT BE L1%1:I'ED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR DENOTES SHEET NUMBER 11 " w .z4HALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER F�t..`. .IINC'3: ( � uT1>tirrr �I6r "Z �' 4 x 14 CAST IRON PIPE o. 20596 IB• PRIOR "TL7 lN3TA.E.�..ATION pF Ah11( F /INC'7 A IVIA�IAL_,5 /, :ARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION � � ESI, 'v ;�,, 97 * VITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. Ft1~P0RT Q�,k-IAL.I. F31ti RJI MITC�o "Co THE. cI�'Y E,NC�IN�E.R, 1.,1�5TiNG Au.. erg OR a>~T�RMATION3 C.Of�'IPI..�TE;(] TO CURB L/NE THRU DRAIN DETAIL , � ,gip nRIVC- APP SiI�TIONs w 11771�S (nrloRse) 3ti- 813 Al�l� SANp �C)l�/AI.,ENT �F S-0.025 6- ) 24- ems h' NTS ISED STRGeT T12EE LOCATIONS FDI- NEW DRIVES r 3/8"LIP UTILITY CONTACT ADDED DRIVE APPROACHES AND Sl•PEE• TREES BY TC ELEV-� /SEW DERBISH GUERRA. & ASSOCIATES 7/9O //2"R /12„R /-TOP OF PVMT. 6, SM/N. P.Gr.E Z3 4 CONTACT THE FOLLOWING, AS REQUIRED, 98 HOURS DESCRIPTION OF REVISION DATE CITY /2„ fid' fin, S, lC�, /� , S FUC PRIOR TO EXCAVA'T'ION: APPROVED. 19• PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND 6' :�''� 1 8„ GENERAL TELEPHONE COMPANY: (800) 922-9132 CITY OF RANCHO CUCAMONGA . - PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR �,o, ,:I -�? . •, 280 SOUTH LOCUST', TO FINAL PLAN APPROVAL). - P.O. BOX 2920 W. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAYO�. / O2 POMONA, CALIFORNIA 91766 PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY 75" 25" �4 FrO 44-.-V6_1- GINC: l� STREET IMPROVEMENT PLANS FOR -�-L.. SOUTHERN CALIFORNIA EDISON: (714) 529-2070 LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE W,ALX FOR CANDELA 2191 EAST BIRCH STREET (714) 529-2889 IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ONLYO I ¢O ANROADWAY IMPROVEMENTS REMOVED AND REPLACED621 ALL UNACCEPTABLERKWAY TO THE $ATISFACTION OF THE CITY ENGINEER.E DETAIL O 6" CF & 24" GUTTER O CU A, CALIFORNIA DIS CUCAMONGA WATER DISTRICT: (714) 987-2591 (NO SCALE) TYPICAL SECTION 9641 SAN BERNARDINO ROAD TRACT NO. 13753 , RANCHO CUCAMONGA, CALIFORNIA 91730 �Icss�i CASOLI PL., CRENA PL., TERNI PL., BRONTE PL., FASANO PL., SAPRI PL., I� R�1EE�5�G4 BRENO PL., BETTOLA PL., CANDELA DR. APPROVED BY: / DATE: '��- ' E. /i��F'yL T.1. = 5 R = 6 8 CITY ENGINEER 1 � t=- -� R.C.E. 140. 22 ,9 DESIGN RECOMMENC�D ; 31 ,� m; BENCH MARK B.M. 163B /VbMORSE CONSUL77N_C CROUP t T�r it WKWMc 792%9 z� ELEV. 1297.297 MCG �g601RVINEBO VOLE ARD,SUITE CC ,ne,:5,a 91te - 24 EAST OF � ETIWANDA IRVINE. FORNIA92i20.1999EX/ST O,Cit2 HMY iYPROAC,Y.•/OOCO A�P,PaA[7Y.'7T NE/v 4 &AA,5 ft X47 f \ , cA�6WCA7AnW. SATS. 0,3, 4",G, ,PELOC�lTED S'T• 4ee.-S < , WILLIAM LYON AVENUE AND 40 NORTH DRAWN r SHEET ,eE.�vE etr- 0.C141EWIIY11Pre0.�1CW 4PPe_0.1PP�ecix'N 47- 1•_s-� �-• ��� t CIVIC �P�\, OF � BASELINE, BRASS MC � • v » � OF qT �� t1 LYON 8b40 ARCHI>SALD SUITE 0 'j ® QEH6ED [A^.ITroV. 3rf'r C LOTS /-¢ BY MOS CONSULT/nC3 1Z �9�` F " �4 \�( f RANCHO CUCAMONGA, CALWORNIA 91730 BENCH DISC. IN TOP OF CITY o� CAl �ItI ' CHECKED .f ��'� /� -� DRAWING No �I NE END OF A 4'X2' CONC. (,+" ! >� DESCRIPTION OF REVISION DATE APPROVED BOX CULVERT. 129(o DATE f •FILE NO SHEET_LUF _ I -----.- . 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AL P I N CI A C N T 1 W ( ) S LOC DE E O PER TY F R NCHO UCAMO D 1 urzg _3' >I , R SS O GAS . 5 oN c x � /� 8 � 4860IRV1N B EVAR ITE ® Z4 REMOVE EXISTING DRIVEWAY APPROACH CURB GUTTER IQ 2p� 41 31 3800 139.0 �2 r _o a/`j?_ E OUL D,su -zo1 ADJUSTEV 5TI�6T TREE LOCA IONS 1- R NEW IJt�IVES z- Q L IRVINE,CA QRNIA 92720-1999 INSTALL STREET LIGHT 5800 L . o I DRAWN r �- 714 sea117 SHEET %' a l0 INSTAL_1... STREET NAME SIGN PER CITY OF RANC U.K1>MONGA STD. � Q REMOVED EXISTING DRIVEWAY APPROACH ADDED APPROACH / 1 9G MG / �-- 1•a0 401 4cn.. ® 6/10/96 � �L_OF �` 11 INSTAN,LL_ STOP SIGN PER CITY OF RANCHO CL)CA.MONCGA STD. 401 E 4.02. Q AT NEW LOCATION. BY MDS CONSULTING;REZZX,W ST. TiPEES l2 INSTALL. STQP >r STOP BAR. CITY CHECKED � DRAWING N0. DESCRIPTION OF REVISION DATE 1 Z91co APPROVED DATE FILE NO _ - - 1111 _ SHEEI OF JOB NO. 240-9000 - _.___ _ .. _ �Sn �- 40 S3� � �. 41.41` 350 . : c (1.�. O.f.• . . n _ A . , . . 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'�� F FEtl Tf1ER C�JO/N �,�, /4 _ ._ . _ 1 I I 97.44, g ��'.c�� - - -_________-__. __ __ __ ___P__- ___ __. __ 0`�_,•-_W 14, 67. i 1 <<� ��. w `r ` N '45'oo.E---5-- - -_ a tD -p.�` Nva',.C� �, 50.67' II 1 u N 8 �n �,� \ �r '� II , z7% � 4 _ t a) vI ,u q-/ �- - �y a' _�0 N � B T7 (/ i 2 ri. `I��` rYT (!p�-_,__, _ _ N N - �7 _ \ s - //2 s ' `L V `0 /8 ¢ �`�' r---- �" �3A - C� �< c 1 � - - I ( � O �o �� �p KRB p�01[SS 14 to I v � �����E�:. "�i , I , N J�? : , . .. - - NSC' qI +� I v �°Z c I `' c,�Q 'r�J4f"G'� 5 18 6 N •-1 6.93' m b� 0 b tll 3 _ - lI F 37.18 .�' � fi � � �^ 16.02 51941 56.41' 55.2 ' 55. 7' 8.36' 6. *� -•. �ti' 2 P 1 m � VARY/N6 � II It m5w. � /f5o.43 i CB u 1,0 i 8.3 II �t - #1110TH - *k - L4NDSC 0 I Ev 9-&►9� _ L. 4� 2 8.17 36.5 I - ('(� �5 APE + � �� # 2 ,t O S • w II p d' Z EsAf . 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DRIVEWAY APROACH PER CITYOF RANCHO CUCAMONGA STD. 101-A �" _ _ _ _ _ _ E�V15GU VRNE APP STATIONS 4 WIC)THS /MORSC� M.C•G. -°�'"""`""°�""�"`"^`"`"`"�'^"""" 1l- , ie CONST LOCAL DEPRC-�SION PER CITY OF RANCHO CUCAMONGA STD. 518 . - © 8/92. e r 4860 1RV1NE BOULEVARD,SUITE 1201 99 -INSTALL STREET LIGHT 5800 L . I'ZEVIsEn STREET TRE>✓ LOCATIONS FOR NCW DRIVES Iv'�lif 4L IRVINE, LIFORNIA 92720.1999 DRAWN n 41pso-7117 SHEET ato -- INSTALL. STREET NAME SIGN PER CITY OF RANCHO CUCAMONC5A STD. A0114.02. MC 5 OF lI INSTALL STOP SIGN PER PER CITY OF RANCHO CUCAMONC A, ,STD401 Ir4d2. CHECKED DRAWING N0. DESCRIPTION OF REVISION DATE CITY 1291"0 12 INSTALL. STOP STOP BAR. APPROVED DATE FILE NO SHEET � OF JOB NO. 240-9000 I I � - : I : - - � . - I � ; A I . ; . . . w . . i . . I . I ; . I � I I . I : ; I � I . . � � i � : I . . I . I : . . . . ; . I I : . � : -. I . . I I . . : I * " I : , I : : � : � : �' : : : �' . I I : �' I . 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ELEV. 1297.297 . , . , - 1111. 11.11.: .__._• 1111_1111 1111_ -__ -_ ___ 11_11 1111._ • . _ _ _1 .- _-___ _ . ___ _... 11.... 1 1_.__ 1111 ._ .. _ __. _1111. . -- 1111 _ _... _ _ __ - 1111 _ _ __ _._ _ _. - _ '.11.. -,-. _. - y . , ,_ 11.11 ` _ - 1111. _. 1111 . . , • . . : , , r _ . t . ET : : ; �` 24 EAST OF IWANDA . , . _ - 1111 : - - _ _ .._ __ . _ . _ 40 _ _ . _i : � :_ _ _: AVENUE AND NORTH . OF BASELINE BRASS . . . . ._ _ . +1111._ _. __ _ ._t __ _. ._-__. 1111 _ _ __._. _ _ _ - - .- _ - •_ . ' __ _. ... _ _ 11.11 _. 1111 _ _ _.. _. _- , . a- , + . 1111.. 1111._ 1111. _, _ . ,1111 _ _ :- 11:11 . , . . : , . : . .> _ � :_. 1111 _ � _. � a ` � BENCH DI SC I P OF _ _ _ . 1111._, _ _ 1111 . _. .. .__...._ 1111.... _ 1111 _ 1111_. _ _ _ _ . ._ _ _ _ - _ NE END OF A 4X2 CONC. . . - : , , �o _: � � � � � � �-_ 355. : . : . - 1 , . , oc : , BOX CULVERT z - _ - _ _ _ __ 40.50 4 . _ _ 1111. . _ - - Z'S ._ - - _ L • _ _ _ ## � _ w � 11.11 - _, � _� _�_ ._ � ,• tL; -- - 1111 - - _ . f . . r . . . - . r . . . . . . ♦ O.0. O.0 . : _ + _ -- 1111 - - 1111 � _ _; 1111 . . . - - _ _ _ , ( r i 1 , , . . . . , { 4 b r . - _ - 4 1 • _ - _ TDP __ 4 4 - i . a bF L Eo fr t� #� � 1111: __.. �,- 1111 - 11 . N Y t . . . . - , P1 345 83 ] . . . , . . a N : - _. _ _ _ ; A d _ _ _ _ I . Q 1111 _. - _ 4 . 4 : - . � . . . . 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Pi 345•BO N - ._ _. _ , 1111 W ..i _ 1111_ _ _ . . .._. . r- , . . _ 8; . . . . , r- - , f rr1 + : • ; i _ 1111 _ 3 - _ __ 1111 _ _ _ _ _ _ 1111 1111. 1111 _1111 - - -- _ _ _ _ _ _ _ _ 1111 1111 1111_._ _ 1111__ .1111_.. 1111 . 3�Q _ �_ _. 1111___- _-_ � m � � _ _ 1111_ : _ _ �_ . . _ _ __ 1111 1111 _ i. _ -- _ 1111 _ 1111._ 11.11_ Y _.� 1111__ 1111_, .. 1111_ _ 1111 1111 m .: . . _ - I . � . . 1 N : - . : . : r i to . . j . -- 1111 _-�- � � � �_ � _� � � � _ _� 1111 _._ ..: 1111. : - + . , . , _ _ ,,, Q m .1111 _ 1111 , - . . : wZ + +, : r O 4 rr : . _ _ ? : V . : p O d I� N . . 1111. _. _ - " . _ __ _. - . -_ . . . _ ,} c.t -_ - co to m -� >fl " + - - . . , . + : 11.11 _. _: _ ._ - _. : _ + . . q W . _ ..11..11 _ . . .._ . _ 1111 . _ 1 Q _ _ _ _ . , W _ - . . . _ . - _ : f 1 1 t . - '�r�fCa ' I-I,BU . �. {{1111 4_ .. y a 1111 .1111+ •. 1111 -1111._ .1111_. ♦ _ + _ • _. 1111 -.-.- - _ 1111 ...- .. - ._ 1111 1111._ .....•.1111 .. _ 1111 1111.. 1111 - .-._ , - - - . O C TA O C r . . . 5 511 • _ , : : . : • : • , 35 _ . N • . . . . , . . . . ? , . . . r _ . . _ . I . . . , . . ♦ . . • , . , . . , _ _ _ : _. _ - .. 1111 _. _ _ -_ 1111. 1111 - - .1111_ _ -1111 1111. 11.11 - : -'. : : _ : �' . . _ -. - P1 f _ _ . --_. _ { _ - . ... . _ 1111 .1111__. - # - _ . . ._ , . . , r , , - , it • . _ . , : . . : .. _ - - _ =41.41 , ti U d I . . _ . �` L L 4023 1:7 .4L} 34.28 _ _ _ . _ 1111 _ 1111_ _ TOP OF LY � � _ _ - , . � _ . : . . . . . . . w O.C.t< O. O C. TAN . C , 1111 - . _ • �: • . _. , 1111 . _ 1111. _. - ; w _ w 4' : . - _U r`�} tl 1111 _ _ _ _ 1111_. _ _ 1111 _ _ , . . . . , . . Y - . r- , : � > g m _ . � . 1111 . _ . : _ . , • _: _ : m . + • : 111 ;1 . r- _ - _ r , µ 6` i _ _ _ t °� to f _ _. r r �, a s n n n mR:z . . - . • , cn _ , . . + . . - - u� 1 . . . . 4 4 4 .�} 11��+ 1111_ 1111 -_ - - - - .- _. - -- _ 1111 _ 1111_ _ 4 4 - O _ _ __ _ _ _ _ _ 4 _ _ 350 _ 1111 1111 _ -_ _ _ _ y - - - - _ - - - -_ __ . . --- _ _ _ �# _ . y tf1 _ _ 1111 _-- 1111 _ _1111_ _ _. _ 1111 . - , 1111 _, - _ 1111:_ ._ : . ,� - , r . . - . . _ I-- w . . 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PLAN SCALE CURVE DATA �'-40 NO• 0 R L T Q 21° 33' 39" 382.00 183.15 93.69 © 32'40'00" 400.00 228.0(0 111.22 -N /4187.49 CB c0 32° 40' 00" 4.1 S+00 238.32 122.60 - tu Q 85°5(' 21" 21.00 40.SO 25.15 -� (g 6" 4' 6- OE �fl°l0'00'� 2-1.00 4�.13 3l .1 I JS Q O° 32' 58" 138.00 1.08 3.54- I Z, 81' 52'_% 21.00 41.41 240.02 ' 6v kE HO 85°22' 15" 71.00 40.23 2490 �� , `�C?�' SET N O ,° n'45„ -120.00 91.68 4 .90 �w�e m� 4 0 �Z'q ��. S ,�� 'QCF �bo o o o 0 1° I-T'45° -702100 x9.39 ga.1s ��i�� 'k �� 1 htib,l a 1 ti , OK 1 I° 21' 35" 102.00 20.40 10.23 v3 P'v q� i� � 11?.?8' /, �'m 13pr�(� bh. \�•��b 0 . 61 ° 6 �w yiti6 SEE `� OG // �1►• "' \g \gyp, '�' Q `0302,IIS„ 2-1.00 29"►O ICo.(�1 F`S�T s14ly Q �F/�/QEETN0.40C Q N W 3a� .c,� _ ..� 25 \ ^'� X03 21 l5 45.00 49.901- 21.82 � (� PL, V VAR17N6 WIDTH w m $ t D DETAIL NO 84 54 50 58 00 85 9Co 53.0-1 _ + + :. �•; 6.41' ° o '� 23 r S S ESI�T 41 t� /� ,cy Io 00 00 102.00 1-1.e0 e 92 3�. � •; o 'e" �e' - 4 2 � - �',4� � 0 2 a4 so,. •_ , v N A ` 6� 9 D p? g I� '4 g .4 a s -N 4 I- 9 a b' .�_. 2 4 \ e� _ ECR N -_ __^ _ 2 J ,�.�, �� ,� /6.o o q3 �, S f f I "� % ,. '�F C'/7.oi' �� a - _ _ � . N Q 5x.11 �� : 2 4 i3 iA Y �, 53' M o �s�- 41 x.85'' _. u I 12 24.66' . •51.22' 37. ^.�� B r - 4. -- ! 6 --- --- �N� j e l'L 115 E w - ry__ . '_ � 13 r , p�pF l Ss.�j'_ - "� cn �ti .� ` N � ti 07.22 ��� f r � r h,cf` _ v. �� �,��-ry - �, 114 �� 4�¢w �,%f JFK, ,� ,,h of _ A` w rip _„ ,.cs 1 �� �v G. Z ryj. \ 4 ' r+� �P 2'7 ExO 43P93 ,c �o P 48 1111-- 19.40 32.28 •. '/� ,�, ti. \ o \x 4 9 yp•1 - 8.03' 2.45' S 0' 28. 0' 13 � re,P �� w 2.00'\• 2 qg 2 3 7 2 r J of Ivtt 1�����Q I , 2 , 6.00'j z 4 2 7.13' /9 s,-. . _ �R K . y _`1 15 �' Q � 'w I ECR li I OC H I .Ci H l� tf i6u V `bl CTYP) `Z pp U G I � ►l1 0 • i h cc 1 y � 3 ,e,� u ti v m - i ' II 0 21 � '� 2 2 �1 o• )Q I t,'-y � I T OF RAN 0 CONSTRUCTION NOTES IL3' �1 o� I. uJ _ M N 2. II 23' �, 8 Q N o . ° '���/I�AA►fAi► `Q/�� !'9 ;� ���A ���A 3 0 7 �, 19� h o r o . Il� oEE�s/ w �?I 1 1, M -7 K 31 8 - c 46 d .� I, SII QR UN - c., r^ : I CON5T. 3" AC OVER 4 Ag PAVEMENT. a o a• 8 �• '1 - h� r. + I o * �f V, q� - �, r.-. „ " -- 1* In . „ /a' 1 /a' S 3 -tuI Z � \' E G e a STREET IMPROVEMENT PLAN FOR 2O--CONST. G CURB W/24 C-BUTTER PER CITY OF RANCHO ^1, OD 'i ` s' � `;' .� `L%A-Z s��, _`� G(a y1 I No. 20596 A • � bc. 9 30-89 * CUC AMONC-A STD 303 (SEE DETAIL SHT. I ) I I r a 4 CREMA P�1 CE 9 �• 3� o � 1(11 V, �t '` Q ' CA NDEL A DRI VE 4�-CONST 4.5 Delo W 1 DE SIDEWALK PER CITY OF RL�K'k110 �x3��CGA 5T0. 510k'511. ? + 7 'j No. 92 4 �J} Cl V 11 ��� 1O 5EE. SHEET 5 1 C \OF CAI\E� FROM 5TA. I 1 +43.1-I TO5TA- 11+14.1 1 &_CIJNST+ (o W I.DE CpNC. CROSS C-�UTTE.R PER CITY Or RANCHO CUCAMONC-�A - 1 5T0. 308 (INCLUDES MONOLITHIC CURB). Z 7 1 t k X i s Q �G �CONST. HANDICAPPE7 RAMP PER CITY OF RANCHO CUCAMONGA STD. 3110. 1 9 O� r4l C10. Q`t� 1� '7 CONST DRIVEWAY APPROACH PER C1T'f OF RANCHO CUCAnno 64.5TD+ 101-A o m Q CANDELA DRI VE � --�_F o� c tion�,t� TRACT . O. 13 7 5 3 9 INSTALL STREET UE3HT 5800 L_. "W" IS MEASURED ON CUM15 / Y=5' " ""'����r APPROVED BY: I DATE: 11- �-13 ADJUST WATER VAL\/E COVER -CO GRADE. + $ CITY ENGINEER RC.E . 2239-I 14 ADJUST MANHOLE COVER TO GRADE . 0. "� Q 4DDED DRIVE APPROACHES AND STREET TREES BY / n(�(� ' DERBISH, GUERRA 3 ASSOCIATES 7 90 �C y''�`� DESIGN RECOMME DED M�WORSE CONSULTING GROUP r B�CONST- LOCAL DEPRESS/ON PER C/7Y Of RAA10hl0 CUCAMONGA STD.5/6 M C pw; .k,�.��.. ...,�+..�..�,,,Q,�.� o16S J�REvls�b pRIVEApPSTATIONs ¢ W►CjTNS (MORSE) 8 X12.. M 4860 IRVINE BOULEVARD,SUITE'201 L DRAWN IRVINE,CAL RNIA92720.1999 SHEET L`�REV15Eb STRCC-7 DREG LOCAT10N5 FOR NCW DRIUc5 p ld �714t 7117 /2 /NSTALL STOP � STOP QAR M C OF /9 Ct'�VST 6" TO 6"7X�4NS/T/O/V CURB W/2G"GU7TFR Q®-- INSTALL 15 GAL. ST. TREES,KOELREUTERIA BIPINATA 35' O.C. PER ST. TREES CHECKED Q� DRAWING No. INSTALLATION NOTES ON SHEET I DESCRIPTION OF REVISION DATE CITY 1Z9ro APPROVED ATE _ FILE NO SHEET i. OF JOB NO. 240-9000 T& -` - -- -- -. ___ __ __..__------- -----� - ___ _ _-- ._� __ _ _--- - _._.m.t368 /-_-- - 1369. �Sr'�SZ��'�t hCYp 1369.2 /368.3 /36$� 1368.7 %3t 1368.8 _._ _-. _ . _ _- -- ... _..---.. .. ...... - --- _ -1,370 _ _ _ _ ___ _.___ ___ _ _.._.____.__l-.__ ___ ._._-_- _ ___._._._ ___� _.._.___ 1374 /370.5 /369.2 1,3698 /369.5 1369.3 /369.1 $G�lJTf,�ER�/ RAC/F/C RAM,A&A© - -� -- -+ -- � + - - - _.-- t / 5 1369.3 --- - - -- - �9 �`_. _ _ - 69'1- _ - 1366. .3 a \ . -- 6OR/CRETE !/VTERCEPTOR D/TCH - N - __ - N `. �:. .;,cii_ 9(n _ _ m ?' 2. 9 _ - _ u _ - - 1 .3 . - - - --- i 4 U.U _ L -- - - l - __.: -1T T23.00, 51. _ _ iii5� S4 r G 7 0 N �GSG F �✓ F 5!U �:� F -. a5. 3� 3 2� •mss' 12 sale. / -40 o - c / b 40000, 1>w � .� i F moo• 2 100.08' 98.00' . , • • 100.00' � g� . - -- --- -- - __ _ � 100.00' :�.80` ILI)� 106.04' F CONSTRUCTION NOTES - - \ i CONST. 6'!'N/DE GREENBELT SID=WAZK �R C/7Y OF RANCHO MCAA40WA s G5Q / $ 3GJ / 3G4G 3649 / 6 s� 5 2 h a 3 4 lG44 $7,: 0 0 49 ,� 31 83 0 � . o b� -_ -- . REAR /,.INE 3 ' v� • ---�--- a 111 �o .. •- •' --- � ,�` �. - • 102.Tl' 0 t ` 101.84' 100.55 01.49-- 6j 3 __ 3G4.4 3G4. 3 6v- 8 3 5 - 30 . _ _ ,5 •o ' Q ,� 4 ,� .e '� 3ro3.5 �,- � 3ro.3.4 " 8 2 � U - � M �'• � y N. UPPER LX:YT b , 0 - ' 5'M e ao • -- - a - - -- 108 40' - GD -- -- -- - D -- -- •► 2 -108.83 C, 0 ' __ 6 6 J 3G2•� - ---�/ h' b►''J - � � �fi� cvo I 5 MtN. .moi 9 O F C • O 81 +` N �6!5 (�� LOWER LOT (NVT RE•TAiNED) rip. : -� 105.94'-- 118.46r-- �. � I I � FOR c�.anK•3 ADJ. Za TO AGCE�!" MI�CIMUM ERF 5G4N0�6 �-L L-..L. I3 C7ek44"_D 118.59' _ . y�� BE / -G� ,81.E KOR ATTP.CKItVG AZX_NTt0NA,1_ 1n LA_ H K�{'><: 0 s 4 �._ Q 65 359.5 �; -� - - 4 6 as9 s 3 c 55 - 37 3s 80 �s� N'' --- a TYPICAL SECTION "A"-"A" - � - 102.34-- - t9• I Q - LEGEl1l0 - 21.27- 5 . � - . o - _ TBE MA/NTA/HED BY C/TYAREAO3 F57J o64O0j5 45 J5 !056 56 s , �1yap - _ �. o - - .400 rr Ir X C F 1 55� •: B I _ 1 I8.T3' I b A I �} _102.21 - �� f rr VAR►, WIDTH ...- L.ANIN.cs�. ^j 0 355.9 3 � ojfl ` A t �l1 130-551 3s5' o 0 55.7 5 j _F 5 5 F 7 4 6 3 354.9 2NJ 4 ass. �c F - 5 48 5 �. � , F 3h�0I 106.93 I 7 3 - ---G_120.10' d �,li --- C 103. 4- -.- „� �(' - - _ - oq v-q.Pi 5!.6 ��(. ;,, �a�� F C rr - ti 1 y - ---- - --- - - Ptd o o \ A rr c�0 355. `C 'L% = 2.0'M llt. C o _ C:; •5 MAX. Ty , 353 � ,5 8 � / 4 0 -• � �' �. 5. �o rr 3 rLei �(. F -7 7 l _ 112.2 C J15,17'' •9! I r- C ( ao r F ! V N. r 41 � 6.41' a "Bos-11E111 •+ 9 N N +1 TYPICAL S - A SECTION 8 B -- - � - o � 1�2 24 _4r 5 9-cr - c 1 - - - f1 , 0 { `` _. 362.5 c h b• p • 0 Q 0 �/ \ •� . ,�31 - _- -. -v-.�-- � C C' F � 1 � � 2 4 J4, l 6 • . : . 6 951.$ �� �.2 • - '�. v �3_ S42 /OEC II.TJ AGK 3 YAR/ABLE WIDTH ,5/OE�t/i9G ` / 13�E T SEMENr cc N • F� '� LANOSG4PE BASEMENT C3, R ANp�GRPE �A `�•\` w �� c t0 :' •' �.Iry5 .22 . • / . _ :' ^� a ROEESS/ I n / 3:/"_ U , rn 32.28' f No: /9234 0 2 • 3 3 M15C IP OL -{� �•4T CIVIC .i.�P��, 11 N � Boa ID i 12 �' 50• 1 , .••' 6 11 o v 1 ADDED DRIVE APPROACHES AND STREET TREES BY °•a.13 22 Q qo 48.03' _�'� E✓ o ; b ASSOCIATES X6.04` CITY 23' Q Q9.3 - 1 - DESCRIPTION OF REVISION DATE PROVE 1 3 ��� �-- \ \ 23 fid' o, �`� _ TH b FESS1Qiyq AP D. 14 _ __ _ N! 20 ; vA CAPE €ASEMENT �� ,���� CITY OF RANCHO a� tg -- - F '� CUCAMONGA , '10 -`'� �: ...�, .... -alb-- N . 9 30-89 i �" � � 0 20596 -STs- 0 16 17 18 \ g 34� 3 : : : . ' �. N Q Fx� \*� PUBLIC MAINTENANCE AREA PLAN og90 0 _ 11. I' C/vly (GF�NG/P )BUC IMPROVEMENTS TRACT 13753 APPROVED BY: DATE: " V CITY ENGINEER --`- RCE_ NO. 22�3f1' BENCHMARK B.M. 1638 I- r,in.v tncmrrumt: ,,,a,,:>, � r Y DESIGN I�MORSE CONSULTING GROUP RE ONI ENDE r� - ,� p r ELEV. 1297.2974W, - - o S �Or'E 12/ GDT 6 24' EAST OF � ETIWANDA SI` 7 FAX,- 'M" RM1'Int CAI.R1 WNLA 91720 1994 \� AVENUE AND 40' NORTH DRAWN SHEET OF , BRASS /45 � D �v � 11021 c Q BENCH AD SCNEIN TOP OF � of �I /QQCHECKED •,�f� DRAWING N0. NE END OF A 4X2 CONC. 154 N !33 BOX CULVERT. DATE FILE NO SHEET OF °p 13 70 7 _ _ _. 13 71 - _ _ - - - --r ` y -- _ - - - ----- -- -- 1 -- ---1 -- - __ _� - -. _._. _ -- 1368'7 1,369. 1369.2 1371,5 7 ,--moi- /-\moi--l- . _� 1 i - r_.. _-.____. ..-,.,.. .._ --- _._ /\• ..__...___ _.. ._.__ _--_.... .. ___ _-_..._..._.__ _ .. _•__ 1372 3 1371 6 1371.2 :�� - --- ,r -- 13�� 1370 _ -�_ - -- ^-- ---c ' �_' 1369.2 ^ /369.2 - - -�. \ r,,, 1369.2 /370 r �_� 9 1 /365.2x' 1370 / /369.5 J 1370.3 1369.85 PACIrle A4 R/`V 71.3 __ - - /37/ __f _ 131D'l >7 /369 9 t + ___. _ � - - - __ _ - /369 7- 69 5 1,3696 a:Q 3: IM . Q --- - - - 177 �' 9' 'I' _ -- -- -- -- --- - t - - IZ4- __ - _ - _ "` r 1 - _ B til � c --- _ __ v� F __ , ------ - 15 _ _- / ;31:7.2 -i -- h 967.2 8 \\. F fifi �� � G 8TO \ ooq� - , e •s � �--__ -- \ � �, ,B�, . -_-- %, r,, ,, \� \w. '� 1 r :64 �29 •O�, , i j , / • ca le . /"'=4d' '�� •�1f \ 00.00 99.50 00 100 00 --- - - - --- - _ --- ---- -- -�-- o i � � 2 V ��� F 100. F C OA. \__-_ •. 3 _ � - o ; ,,-, �� / � -_ � - _ CONSTRUCTION NOTES t 8c o �' $� �. n1 8 s _ �3 ! Q 15 OONST. 6 N'/DE GREENBELT 51DEWALK fFR C/7Y OF RANCHO 3G6. 1 16 _ 1 97 � 3G5.9 ' c � _ - 8 3 �eo KGs 71 C41CAMON0,4 STDS 310 & 311 F C Ul b • ---- \ � -- -- - - ___, �\ � ►'� U 101.66' ` , �• �� � h� -- ----\-- 402.77' 103.81 X, Sw _ow 2 ,mss �� 5• _ I 3 �� . ' • 2 � 96 . 32 7 82 It 1 4V 108.83 ' 3G3.0 i - NsI 3;tV o - 95 n a 811 _--_� � 3 •5 7 Bio a O h e.Io \ F10. C F C06 Am 0 -Mir - Py ! pT• _ p _�+/�• C + 5 F 7 0 _ F F100, 3 10 3 110 1 ' F 9 4 3�� �� 9 \_ : _.___ ; ,c f7 O /� \ - 579 1 � ;� � lu LEGEND - G 119 , •.• ��_ \ _ 128.83' C T :+ h 124 02' I ` A M /NTA/N D ,8Y C/TY -- All D� 55 3 0 b� 75 -N �; 9 33i��o g -109 \ 'n' , -- \ r 3�.d 2 .74 / .a \/� - v A15 - - - - - _ F \ C F 105 \ 1 55 / } � � i q 3P✓O 8 352.0' 91 _ 1 p 125.1 �. 0 ��E .d t �t N 9 2 �! ' � t�� L ANI�SCAPLE �•SEtiI � -- 0 121 / ��' X _ T c3b \ \ 1 � f 06 a` � -_ -__ ___._-._ � .• -' i� ,� _ - . . . . � 93.95'• ----_ •- -r � ` '�• �•�'y�x 382.0 �- = , ,� m.J CANDELAS o DRV �ls.;;r• �,�tio�� , '•� p.429 107 � 352.4 1 . : ,.'• • � _ _ . - ;; -, � - / • F h � � b 56 E i Q . I b "D" _ 128 50' / LFi CAPE' ��V• V'� ;00 \ ,' �� ._ 1 - � / R•t�X05 � ' _•� ; , _, � {•1 - � b� _ � 4 5 o o 7 .9 \ 3 - _ - 1 5 0 a,,r•.��,.,�' q' p 3✓O p - / dd QROfESS/per �� eAk co m 1ABL D X •35ip d `�w 3t/1r 9 z l vLAN Mo. 4114 O r DS � � � °G 1 h r 6 / CIVIC y►�Q•�� 3az ► - p.41 O�� �� 2 �\ ' F r 52 �� -- -_.__� •� - ,� _ ;`� c CAL���pil��� - �' L 1/!NO We5T _ N � c _ o per' r. 129 �f '►� - b �'! ADDED DRIVE APPROACHES AND STREET TREES BY 9 �1ti U'� , DERBISH, GUERRA b ASSOCIATES 7/ �J' ^ ` \ 4d•4 4 DESCRIPTION OF REVISION DATE CITY c BS -.� 1 V� APPROVED. % VR�" -- n , � CITY OF RANCHO CUCAIlONGA 12 8 346 / � Q�oFESS'°Nq� PUBLIC MAINTENANCE AREA PLAN 12 T � 1� �o ,�►�, 1 a Quo c. Mo F� 124 126 348 e ' % 17 \�� (GRAOING F'UF31_.IC IMPROVEMENTS 125 �V No. 20596 g3�g9 ral TRACT 13753 F �si� Jf CW 4 OF CA1� !G APPROVED BY: TE: *- \ r 34 CITY ENGINEER R.C:E. X739, DESIGN /Vb,41 RE OMM D ,2 a a d t7 o Q BENCHMARK B.M. 1638 �� ORSECONSULTINCCROUP6�E p{o rr..vnmr, txcrnr.frmr• suar.srnr. _ ELEV. 1297.297 "NL (W I927-201 C 24 EAST OF t ETIWANDA AVENUE AND 40' NORTH DRAWN SHEET ' LOT 440 OF I. BASELINE, BRASS .9-OF l' / NENEND OFC. IN TOP0 NCOF CHECKED DRAWING No. --" - / BOX CULVERT, DATE FILE NO ' z 9 ro SHEET 4� 0F' _ c f- f J a; PACIrIC RA ROS ORlw R tV �� o cvl / p uj C 114 c; 99 _ r�� - � '° 3l+�►.I T 084 r f _ f 1 w.. V-M1. .. 2 • 1 O0,00' 99.SO t • Its 1 00.00' 0(1.00' •< - i DO.(► '` _ • 2 A IS CONT UCS" N NOTES �AF 3-1 � I_ ^• ? ` �t/ST. 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