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HomeMy WebLinkAbout1308 GENERAL NOTES BENCH MARK : /. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY 88 OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS F *NOTE:57REET L/GHT LOC4T/ON5 A� S ,6,)L- T Ta G�/ANG,E ATNTHE CH MNWC OFARK • HAVEN AVE. & PUBLIC " WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL eP 33- s I 33' �f4 A5 FUTV,15_- fRO.1EC75 LEVELOP, VEe/FY WITH LEWIS 19TH ST. , 44 FT. W. e HAVEN FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE // 22I zz , /NOME5 PR/OR 7a GLW57RL/CT/GW. & 83 FT. N. Le 19TH ST. , SET STANDARDS AND SPECIFICATIONS . VE IN S. Z IN TOP ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER S, /O /O T, , , /� ATITHEPE. END•OF AAHEAD WALL Q804 © — FOR 3-24" CMP--ELEN7. 1430.686 POLES, WATER METERS, VALVES , FIRE HYDRANTS , ETC . SHOWN OR NOT 5� 2 � I YP. ,4, 3'-s' �LEyEG L.N� IVOM SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE y'¢%T. 0. 30 0.23 0.30 �� 0.59 O. 'O 0.67 _ ! D67 O.AP 0.59 SEE J)ii'J3. /7, /Is /� �/� 5Tl`�'ET 72rE6 Gt7N5j. REMOVED, RELOCATED OR PROTECTED IN PLACE S REQUIRED AT NO COST —r' GEYEL U�t/E "9`y�`7 -- - - - - L - - /WT�`� /tN0 /t00/f N/tL S�jtEET TJ'eE6 LDG�4T/�i'�5 ,�cE,W01vUMENTAT/4/r' C-4 7,0' ^/ 2 I � 2✓ / ��� e Oyv EG/yf /FV6NUE. &, 6P /tL N TES ON SHJ:3. TO THE CITY OF RANCHO CUCAMONGA. S :• ` __ --� — _' _ _ — __ :_____- , , ., 6 y 2 2 .o•� ;_ _ -- - - .p •>; ® EE !;,Yr 9 fo/Q -4/--4/- TREE co/�csrRucro /- y/wlEs M/e sTl�Er ,3 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE _ 3 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY S P.M• /4786. DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY E:/ Tp OAyC/GyT Z••/ TO ��4yL/6•l�T IMPROVEMENT PLAN CONSTRUCTION FROM HIS OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. NOTES & QUANTITIES ¢. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA TYPICAL SECTION ELM AVENUE %TYPICAL SECTION CHURCH STREET ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION N. T. S. N. T. S. TOTAL WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 771 - 6.0 = 70 ST/PEE AVENUE T. /, = so ,e= 74 STA. 15+13.97 TO STA. 19+20.24 CONST. ,5 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. /a-- ¢" A.C. OVER 4" AGGREGATE BASE. (05,4/75'F. 90,7485 156,1656F PAVING STAKES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT 6/6� POINTS WITHIN 0 .01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE MAINLINE a- CONST. SIDEWALK PER CITY STD. DWG. NO' S 310 & 311 . 34 CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. � 1s y•f THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED zL 909 BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . CLASS JC,���� a- . - ,47 LIF 1. 74711--F¢ 0 CONST. 8" MEDIAN CURB PER CITY STD. DWG. NO. 301. 2,184 L.F - 2� /94Z-F moo. ALL SEWER, WATER, ELECTRIC, GAS , PHONE OR OTHER UTILITY LATERALS . 38' � 33 ' MAINS , OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. B - // 22 02 ' , // f�/y��•TA /9f207� 0__ 'CONST. 8" CURB WITH 48" GUTTER PER DETAIL ON Ty/S SHEET X437/•• 2�'¢37L•F 7 c.� 7 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, /, 6 � 5, /p /O- /O' /D. Th.ST.4. 35/0.3.37 ` '� YOa-- CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. / -A -" /E.4• COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES , SHALL BE PERFORMED 7'-/3, /7'FeO�l,S�.4. 35th=f 37 }``\��1 0 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT Q ¢ O 8`110, .36//6,72 �,'J a7 --- INSTALL STREET LIGHTS, 5800 LUMEN. YJ`EE it/07� dEG�r�� Z/ 2/ �4 WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY INr�>tcrioly ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS t 030 0.23 0.34 i •� �)J 1- �� - GEYEL fT ��--� SrArioN /v/Nr INSTALL STREET SIGN PER CITY STD. DWG. NO. 401 & 402. 2Eq. Z 2A. AND/OR SURFACING. �''' 1 v b b 2 4" 9 CONST. LOCAL DEPRESSION CASE •!� " PFR CITY STD. DWG. NO. 518. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE -`�' _ EA• Zf 1. 3SUBMITTED TO THE CITY ENGINEER . ^ LISTING ALL TESTS OR3 -3 S5GT..IO/V A •r4 DETERMINATIONS COMPLETED TO VERIFY S'T'ABILITY OIL CONTENT AND - GRADATION OF ASPHALT PAVING. 2:/ TO 0,4YL/e•f/T 2./ TO oAyG/4�l'T /D CONST. SPANDREL & CROSS GUTTER PER STD. DWG. NO. 308 (X=3 ' ) . PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP. PAVEMENT REPOFT SHALL BE 9 1 PER CITY STD. DWG. NO. 405. SUBMITTED TO THE CITY ENGINEER. LISTANG ALL TESTS OR TYPICAL SECTION ELM AVENUE �I DETERMINATIONS COriPLETEP TO VERIFY: SIEVE A �A!t Y �IS AND SAND a Z /p INSTALL 2" X 6" REDWOOD HEADER. 140/--,r /pO4,l- ALF N. T. S. MAIN LINE p EQUIVALENT OF AGGREGATE BASE. T. / - 6.D a7Q �h 0 /J33 5 . *4'O51 I683 S.F /Q. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT i Icer INLET rim ��\ � (�__(s,-_L-5�rok1W� APPROACH FSR C./TY 57D DWG. MD 91D1a, SSO5•f. T „ STA. 19+20.24 TO STA. 35, 03.37 1y� aoM,N TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FILIAL PLAN -� - ,�-- INSTALL STOP SIGN PER CITY STD. DWG. N0. 402. APPROVAL•) ti , A4GKfILL //. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS `I 5�E NOPE .S Q O- CONST. CURB OUTLET PER CITY STD. DWG. NO. - €r OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ,<�v �P/Ni A' vms OF r/� eEgD��'� �,�� CONST, 610,eO P,PE55/ON fUP FUTU_PE 114Np/C,4V ,8,4/7 PC.P C/TysrO. NO. 3/D 3 E.4. /EA iAlLE r r/PE _ ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR - DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE ,MATERIAL OF A 72 aAGKr/LL WITH 420 C.f E�—E� ,�5• a 7 Qla--- CANS> 5/OEtVAGrr PER G/Ty5,V• per,nh-/03. - 6,4305f GONGRETE A4 GOMPAGT 5d/L $ C0I16r• OWY• AlIrleo/fcy PER G/rrS/O. 005•No. /O/-G (�►' PERP44/v 35O5.f QUALITY BETTER THAN THE NATIVE MATERIAL. 33' 39r0 REUrIVE PF/v5/TT REDp " v /7' // �r s cG/f/c^T/oivs M� �EGT-/DIY C-0 © �J GYINST G1rGiY B�tS/N FER G/I!'STO.OuS•A6, .�O (u/ Y PER PC.4N) • _ - 2 EA %Z IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS r/rE eeav/N� ?5 C00,r 4044LOEPIe /ON 646.-, ,4 PER G/rs1v O"• No.,�J. STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A. C . AND P .C .C . 5' �" ,_,� �--CONST. 102" R.C.P . S�E��G�/'GE foe -GGtp SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S RECOMMENDED FATE G' I �' UN015RI 2550 5 KrH 7�ZGF. 7¢ZL.f FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ' 455OT-10AI B-3 �- CONST. 96" R.C.P. II II II 2Jr�G 55/G 717L•f D30, 0.23' 0.30' %lfp /3 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE --�.� _ LEyEL L/�t/E ®--CONST. 78" R.C.P. II )I lo�oL. loloL•F CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMI`^TT! - A 2 r , ���_�� ___. �4_ a--- " ` " � '1 .S' E ��"T,4/L �CONST. 54" R.C.P. I II 1�77G.F � 4 i"7 L. BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NO'! _ 6, b. / SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 3 / 2•/ TO O.4yG/GyT /v TS �__CONST. 48" R.C.P. I I it - 2�9G Z¢9Gj CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. /¢ STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 CONST. 36" R.C.P. II N 25 I,.�' <3?L;•� G„37lf AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. (R--CONST. 24" R.C.P. I � �pfL•F /¢5 L.f '6rvL.f /5• CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM TYPICAL SECTION ELM AVENUE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION N. T. S. �--CONST. 18" R.C.P. I II Z/�G.F. 47G� GG�G F DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN •re• •' REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR T/ - �'D x"74 - CONST. CONC. COLLAR PER DETAIL ON SHEET 10. APPROVAL. STA. 35+03.37 TO STA. 40+25.41 ,tppLr� TG.ELEV. �,y�--CONST. JUNCTION STRUCTURE PER DETAIL ON SHEET 1. Jrew ��• f'Jfr.•� /G. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD /(/OTE' S. W. .BE6'/�t/S X47- 52W. 35f/� g7 Y4'/rr (R -- FREE, ORDERLY STATE , THROUGHOUT CONSTRUCTION. SITE SHALL BE , �n,,T �„ 1 y�•,e CONST. JUNCTION STRUCTURE "A" PER CITY STD. NO. 508 . / �Ert• / f.G. / E.�►. t T c '{�•UP CLEANED UPON REQUEST OF THE INSPECTOR. /BGG / �E G���� "-,157 FST T�-E� )R&-®r CONS7'7WC"0A1 N07L• /Ve I 455y %i'rt 4r , e•572e-__E7 7785ES. M - /7 NATIVE SOIL TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR � '/z'Q —� - �4 .�J -CONST. MANHOLE "A" PER CITY STD. NO. 510 . ---- - -- GOI,�T/O/V ��A�NG BOT.O�t//C�t/•GfiY1� LOM/�it//r</,4�1� Q!/.4it/ E� 1�---- b. TO FILL PLACEMENT. CONST. MANHOLE "B" PER CITY STD. NO. 511. /E�• �•�- - /8 CONTACT ALL UTILITY COMPANIES AS REQUIRED �ZjvD,�i�v�D,eyJ P.e/0,2T� X� 20,OG. /YI.4�v/I/O�✓.D�7,�•4/t/O/�/�O,��Q ✓�'OL/l.�EE✓t//YfiQ�7/1/OI�iO �•3 _ X D 20 0. G. /t�lEL,al��/G4 ��ir�,a,P/.�o�✓.cr � ��a�P,�P��. ,c 2 C�,�TLaG'.4L pEP,eEss/oy G'•a9ED'iTY6'Tv. 8it� syr EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING : �� e 8 CD�tc'���'.4�z'.v�•4s✓.c/�D`j ,� t�jTy.STO. �Jti�y S�Z. Ea Zo OC MEL.9LEG/G�¢ G✓�•4,PiFo�/�! ,�[,4,t'�eF.4��,4P,E,Pe�.4,rsc T3 /�. /�.�. Z�• A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT I. /✓EAA'EA/EO Ptf1NE ,O,Arrs AWAU eE Cn 97NIZICTEo L'D�tdT. CATL'�/�j4g/i!/,dPE�C'/TYSTIJ OXY ..:a4¢, (SzE�7F Q XD 20 'O.G• 94A LE1_164 L/N.4R/FDGb4 04AX LEA," PAIERB/IR/K f8 EA • NOT cFss n.AN /o �FEr s+n�fzr MR. BOB STALLINGS (213) 969-2718 5 M Z Ae euRf+s sNAee eE ez esTRUCTED /N - C_5. ,E0R* �� C /� ZD Com Bus-a4Y � -�Y 5�o C" %+�. //9 �•• •• I,4�^55 _ !¢05 5.f THE u�rFST EOi T/oN 4< 7wE 5T0 5r TMD FOR © �' PC/BL/C I�.viE•KS GUNSr" UNfE55 OTt,ERH//SE /NOK'/1TE0. FOR BASE LINE ROAD CONSTRUCTION \ z TYPICAL SECTIONO� /7 G�i•�E-,�/. " '� B. GENERAL TELEPHONE (800) 422-4132 - ®Pox: 5c/T g ForAC701VOV46 Ca�T N 5[�}�yy` v'•5Nr/G f 5/R/P/i✓G G/G4nGEs Burv,�ygr MIL c/ /✓AVE /i✓rF�Sc, - FOR UNDERGROUND SERVICE �� SEE SHEET t� 8" CURB FACE & 48" GUTTER ��" �� _ a 44 .0 OF/rp H r 5eE SM�. 3 4 � MAI IC R6AI ��\ 5l� Trt/ � M JWih,4w��3:,rv� �y�,vu�r ���� �h, y,`,. n, , L ST PLANS D4I © I?Ej�4GEME/Vr cONSJ: NalES + QJl: E5r/Ms• L� SANS/PIs• 2,3. 4,l0, 4 ,,'OR�M•I¢7�C�)Uj: �1 1L s r> c / C. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 ��f �` 0 E S a ADD/rIONAL tAKfTN � 2191 E. BIRCH STREET (714) 529-7070 70 Fy -SEE 5f/E� N r j � PEti/5E STEP/P/NG F�� A/s //SON OF �✓i'G-►'�/aL- BREA, CA 926t/ /OOF/6 COTE ' Dir /GG/KEti/ ,4✓E. G{�i/RG� � T 5-23-95 ' •� STD2M SORA I tJSEE i,eEf�,e �1M/GL/.CE.�I/,QYE�tY�d/��.P�l�/1>c��tiiS��LYf�T/Oit/� M40-= RE fg'p T/''•/37/7 G-ON577evc, oh; D. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 5 < f,Po� .G/�t/J�iEs�/O,�/ISE TO sEG/�VE,�44� . l►� ��"`. /1G0450 5115• POs. /7,/8,y /?67XEET TREE�noN p�Ny). N0.1L�1-a5•f��7�' / �¢. /,DYf�r/l/E (/ 9641 SAN BERNARDINO ROAD t /t 'f �, ,��Tcv-as, .P.4elOF, T,PacT/rr> /320/ih�,eo�EMEiv IA/ua"If EGy,OYE• .N&1040�;-04 aF DESCRIPTIONof REVISION RANCHO CUCAMONGA, CA 91730 RE✓love ��°C ()ATE PPROVE .5t4 s 5(15. E. METROPOLITAN WATER DISTRICT (714) 593-7474 ylet6 ��( y✓�y',��.�✓ Js o�v.-�1i�/. �v-eYF� F,��/ 1 �., CITY of RANCHO CUCAMONGA P.O. BOX 54153 LOS ANGELES , CA 90054 5E9 SFE�T \ G �� PSA OJ✓0d N0, /• /.S,%E�i�' /O, //2/f /.5. I STOeM,p r?A/N G2,3, GZ/ FAV ISE tV • I ,. 17.1 A 10 TRACT N 13270 F. PACIFIC TELEPHONE COMPANY (714) 999-5639 PL.4,t/S �� � � ® 2,3,4 j,10 AND VOIV S•f•ITS. 17,18 A 4°I PI=}z y"I,L"d� �' � A110EX 14.114P 5 .No. 6001 V MAvol-E 4 A5soolA• e!5, _ THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT ^ SEE sr�ET 7 F,jo ALn ,eA1�1�S 5r�/Pin/& Z a STREET AND STORM DRAIN SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN y�6ET STo oPOi�r/� OF �� y �•t'�'o0 " THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS pSj�jPJ-pn/ Of ,P�L�/�/O/V D4T� INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLEIMPROVEMENT PLANS, PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE G/�yj/r/(��T�': SATISFACTION OF THE CITY ENGINEER TITLE SHEET SPECIAL . NOTE FROM PRIVATE ENGINEER TO R CONTRACTOAPPROVED BY / DATE __ NOTICE �,e.8y IJ�VE����//KST-4LLE.o ►� "NDAS PRIVATE EN�INEER' S NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY ALL ,dy 5.C'E. .4,v0 G'OO,����,4TETif�.B!/ ,{ 0TY ENGINEER �, RCE.No 2'3CONTRACTOR AGREES THAT HE SPALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONDITIONS AND DIMENSIONS 7.PACT 40 �� DESIGNRECOMM NED FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TMS PRO- T � C /y/S��r +� MADOLCIATES INC. AND SHALL REPORT ALL DIS- �.Jt1 "S/ d2� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILZ:'IES OR -- U�'q 7,� OF SAN BERNARDINO COUNTY JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- CREPANCTES TO THE ENGINEER /-4 /ot.;�N /( STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 4K!�,�' 7 +� !� P ��� CONSULTING CIVIL ENGINEERING AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE PRIOR TO THE COMMENCEMENT \� � HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE `'i?` a% ««� DRAWN AND LAND PLANNING SHEET NO EXISTING L'rILITIES ZXCEPT THOSE SHOWN ON THIS PLAN. THE OF WORK. �� r �g �/���� 545N.Mountain Ave.,Suits 105 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO OWNER AND THE ENGINEER HARMLESS FROM ANY ANLL ALL LIABILITY, REAL Q(- N0. 14 j�,�.,lr'; OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORM: ON THIS App-,p 1-IAN,01C4f 1PAW,, CONST Exp 1Y/1,7 r�1 SPS UPLAND CAUFO � l9 PROTECT THE urILITIES SHOWN At D ANY OTHER LINES OR STRUCTURES �/�,, PHONE'(714) 9,k,--_-94-1ENo �F T PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE �" DL-•T�}/L .SNE /' Q� O 5 KEY MAP CKECKEDrI "rim ��'-- RCE. No �'¢ DR�voN0. NOT SHOWN ON THESE PLANS , AND IS RESPONS__BLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. OF THE OWNER OR THE ENGINEER. 4E✓/SFV !AT �:KAI 1B" OvE >� �s10 ��4/I\ �.Q No scnLe , .� 7 ��, Cr ® D lE of � ell BATE fes,, S FILE No._Z � EX/5T/IV6 !/j%L/ GON/�L1GT=.r•. r'/�-Of - - i pp r o BENCHMARK- m a a v BENCH MARK NO. 96-B _ r f I AT THE NWC OF HAVEN t go -t 19TH ST. , 44 FT. W. HAVEN N 1O M 1 - o & 83 FT. N_ 19TH ST. , SET + - + DRIVE PIN w/C.S. TAG IN TOP a h o � _ ( .40 o) ' I in ° _ - _ AT THE E. END OF A HEAD WALL �, " " 9 FOR 3-24" CMP--ELEV. 1430. 686 o c. Z1.141l3 Z r �� 6 , , rq % V tt -+ - - v _ IL - r �l r lid - N U ' 7- O ^ N i ,D `Xe TTto - - - - -- tip 6, - t - 0 1 I f 1 { I 2• ° 1 : - - t l t i f I i t t t 1 L 5 75 4°S 95. 2 t - - - t + 1 1122 4 + - - \ cu t - _ i t 41 co V ¢ f t I t I c t , 4-k ' i f -- - - 1 f } t I t � � ;_ _-�-- +- - -�— '-7- ___t t— I _. 1 __TT - - - - - 417 , f t f I � t } HORIZ. 1 40 VERT. I " L 4' - t ; 23+00 24.100 DESCRIPTION OF REVISIONS DATE APPROVED 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 ADDED STREET TREE5 , LEGEND MD W r-5; P� 1,._� TR•N0. %600 I PY MADO t; A A555.0 ATEs. Y-/I, w p © CONSTRUCTION NOTES FOR STREET TREES : �►"� 1. ).LL 5TRE1:T TREES ARE Ta SE PLAN'T'ED IN ACCORDANCE WITH sorry m. MAg. 2. MloR To THE COMMI<NCEM5%T OF ANY PLANTING ,AN �NOMIG 504--& MfORT 1 SHALL BE FUR9159tV TO VF CITY INSPECTDFR. ANY UNUSUAL TOYICITIES M tlU NE9 A OEFIGIEtACIF-5 MAY REQUIRE �KVILL SOIL- AtAn4VMENT5,, As PETEItMINEp ap• 8Y TAE clay h1SPEGT0R 3. ALL ST'RE'ET ZCr.ES ARE SU6JEGT 1D INSMMON AMD AMMANCE 13Y Ttm ENGINEERING DIV1S10N . Y Q� 4. STRIrET TPF-% ARM TO M PLAWMI) PEA PUBLIC IMPROVEMENT PLANS ONLY. STREET TREE LEGEND SYIAE>DL goTNKICAL NAME CAMMON WAMf- SPAGtN6 81ZE OL4&NTITY A V�AWO _ J��� 0 M ARtEI Foul. PLAXL-Ar PAt'�RINARK 20' O.C. 15 "L. �2 ,f '7 r CONSTRUCTION NOTES: S/gieUC'E .4vEx1e114 ' / P�,e T /280 2 OF25 �G�P P��� $HT / -� p, O CONST. 3" A.C. OVER 4" AGGREGATE EASE. CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. l616/ v Uv T,PACT ��ZBOZ CONST. SPANDREL & CROSS GUTTER PER STD. DWG. NO. 308 (X=3' ) . �EX/STJ 7-,e 12 7,i71E�VT;; �� CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP. PAVEMEN PE,e T,P /2( 73 I �'(�� �J' FjAo � O ,owG /uo. /oD9 �y9 I III x x PER CITY STD. DWG. NO. 405. 6W7- 4 OF Jr- 'I h 8 h nJ h' n /M.�,P01/ENIE"�t/T9 � x PEe TE? /2802-/, f2 \J " TiPi9CT /, 802-2 �2 INSTALL 2 X 4 REDWOOD HEADER. � W CONST. CURB OUTLET PER CITY STD. DWG. NO. ss9Cr. l07-A c�(G 55.ro2� G+ .�4J�G'l?r4 G'GE�Qif/ WIT14 IeA 12" CAT614 eA.IIN S' �NIND RfW. O7 IAS7XL.L s71e �r UGAtr- .566 LuNEM g BY 5OK/77�F2/V c/O/•(/��a FEATHEP �O,o C+4UFG1eN/A ED/SON, PA/D AND CCY.>�'D/N�47F17 BY GLR/FLOP�R. GON5J' S/O_&WA/_X PFR GIrY ---P,&V6, No. 103. Z �b is �' � 4 h ) S '�J �a 6� � ( y� G GdrY,ST f/AN,v/GAf TAiN/'/�i"r e 77-.�r� ,Gly" o /7-10. '1/O _ G �o,P \ �r ` t Q,V ® x5y /fwvh t.- 1, 14Ss�/,4r.Es 1 IN -trQ t c' 4 '��xl inn;, Tc 28� x�• �►�6t� ODE n jl <mY Fj@�Mb/i1./yf •2eIa 514• N � A ��f It F/J �� �2(p�_ B" y1 /(v��__.. � �G /�_ /� D.SdOE /iCX�AORI/1 Prt _ 55 a 11 l� 1 �� ��/ 30 t71,69 foR /0,4f1 /47,96 . -7 A" • l/ t 9i _ � I � �0• 5h'' I .• '; - •. . .q 3 94 � � • __ � ` � � 'SIF `\ \ � Q1x�/�I��OV"� � •1^ Q /t/7pE/7 4 5/dEW/14`c /I dJ�fCENT 1b 5•L!' Rli�+� LINE. FVTUeE' � �� `6`�s� "''�' • • �� \10\1 DESCRIPTION of REVISION /M.�',PovE/�!�'it/7,5 -� 6ti.la • • ® • �YB� .•_ � �+ DATE APPROVE I h QQ c�vsr. crr�t� H/c 3qa �� �� CITY o f RANCHOCuRv�- ,�T,4CUCAMONGA d � G T T��GT h �, � PES Grfy � No. � �� � • N ✓ � �� , /� /(vOt�J - �% �' �. vq II 1 �� W /O2, ,E'�/�Vv� EXrsT -�STiNG 8 ® 9i°5/� 02�� 35. oo� 58.55 38.77 �; A IZ, v C 1,ea 45 RF4'e/i�•o • b s TRACT NO. 13270 h 32' J k� G�NLre cc/%o� . c � 47° 531 /N/ 478/ 399. 501 Z12.251 12,II 2 Q /92 e T� wo. /�,GiO/ 5 _ " �` ® .. ELM AVENUE © /4-1-521 /0�� 522' /35.47 G8•/2 h� �• 9 q ' b /4 52 /0 500 /29.7(0 X05.25 a o� h1 m ti• tions h � STREET IMPROVEMENT PLANS O 47"63//2 ii �0/ 4/7.891 222.02/ • SPRUCE AVENUE TO STA. 20+50.00 /G ,4T ® � GE�T4.400!/E '=Me C'.480�YGE' • �ry �� 517110 a�' APPROVED 8Y - DATE � 0/C 6101e6V,5 A!/E�v1//E TAT /1�9- l�OWl 7 1 I � Tb STA. 207-!50 00 11,t'7rH ZIA45 0�f' GTY ENGINEER RCE.No 27.39 QaOFESSioN P' DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED ELM AVENU ® �'�� 0104, 4� 9• OF SAN BERNARDINO COUNTY +6'goc�6 OD .J t/,E3 �. A f A 1//SErJ 57z/�'/t/G W �Q 14 ry CONSULTING CIVIL ANGINEERINQ V �i�j DRAWN AND LAND PLANNING SHEET � y 42 X� lSV" 545 N.Mounteln Ave.,Suite 10-S p ExD1 �7 ,c0 O 'J� �Q c/4{� UPLAND CALIFORNIA 91786 Z OF l/ * 1� P4ONg(71,4) 94G-09401 514 OlVILQ \� 7 �P`• Gi� NECKED RCE. No Xe* pRq G NO. 77 7 OF CAl1E C/TY A TE FILE No196_ 796 *P• ELM S1 . PLAN/PROFI!E - 1006I0,27) PFt 101 251 25-Jun-87 09:40 AM / Oirz- N O.G P✓5 �: BENCHMARK . G BENCH MARK NO. 96-B oy AT THE NWq OF HAVEN AVE. 6 _ f 44 W. HAVEN r - ;fin 19TH ST. , 83 FT. N. 19TH ST. , SET •o Zt - � - d J DRIVE PIN w/C.S. TAG IN TOP - - - 1- + - ,�� t � 1 b �' o FOR 3-24" CMP--ELEV. 1430. 686 AT THE E. END OF A HEAD WALL 127 G 6' ,D oe II `d' - ( t le N +- _ I i W S LOG�I� 4P&i t ` _ _42-54 1 , 1 , ll 1 1 - 1 4456 <Z. - 1♦qi,� - t _ - -- - - - - -- - - - - I � � i ra ` - - - - � 1 1 f i v K) 1 I • - - - - t r l t 1 + 1 1 1 1 I 1 ! 12 G1 I{ i i - 1Ll u w f 3 T. , - 1 � i 1 � l G 1 3 / t - - - - - - -- -t - - t- - . I 1 , , - -- } - - - - - } - - - I - - - -- - - - - - - - - - - , 1 -It t I 1 ; 1 1 _ w 1 k P/-46.747 f I I 1 1 f1} t . , 1 , t \ � t , � 1 �o' 1 � � 1 } t j w (>\ Gtr. ( 1 tF I , -- - 'N � 124 I 1 - i P�iOFI E SCALE • i ii _ Ift tt a , a fi , t - , — �- - 1 HORIZ. - �� _ , t ( -0,9¢l `� I?46 -- - } q Rg' ►N, r RE s .' , pRty y� 1 , ( 4 0 - - ;— - - - - { r - J-11 K N u K No I er ► oma k + t t ♦ _ t + + 4 r 41z t l I VERT. I " = 4' ( E C I TI . N' F E`VI (ON A 'E A �D 0 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 / 1",r TREES CONSTRUCT/ON N07FS : 5� Z L � P L ~ EX/5T1N6 3l/RYEY /zl4NU�t9E4tTAT/ON /"" 6/REEr 77QE65 ARE 7b dE t'Li4N7W/1✓/4GG 1P,0A1 F Wlrf1 G/1 y 5r/1/YD/1/QOS• 6' 0'-9' 2•/ILL STREET PREE5 SN�GL aEPG/4N7P0✓4NOSl•4KE0 �fGGORO/N6 M G/jY �'C�✓� Z G SjANOr+R05� 15 4,rs/9?Ox/M/TY JD /t�tRo°✓c tPE O/G�A»5• / 01- 61 2' Q q J I NEREByCE,R771 TNA r I N�►trE IDENr/�/EO�tll .X/rQl'R Y -4 /o/RpR 78 TIJEGDM NGEMENTOf/iNrq,�/VTlN6,/fNi46��M/G 50//,C,J�R�RT El �j v� O Z /r►ONU Cr, 41 SA/PEGOR`✓ eNrg D 11011 /5I7/RBEO Br T1,W. yfj/tu. BE TURN/SNEOJa?N6 G/n'/N✓�PEG1bjR./4/Yj'UNUSU/(L �►x/G/r/E5 O/4 1 v v� ' RPO./EGj. 4CL ShIO MONUMENTS i�'h'/�fl GURRE'NlL1'EX/Sr/N7ffE L E OMEN 6 REMOVE MIO REPLACE A.C. AND AAA A!G � a �'w� �. fifLO/FRE5f1at�N0NTiYE�Pl�9NSi4NP�4REacgg '(BEO 4✓� /I'UTR/ENT DEf/G'ENG/E5 MIYRE4U/RE Br►Grf/ L 50/L N r� _ I 11(_111`I�I� 20�,, mQuI4CE t3`f CC1Y IN CT[�R, o �- Z P fdGLOW5; NONE- /15 OE7�RM/NEO Br 7jYC G/7Y/NSPEGJ•oR• -I ¢, /4U SrREE r TREES,4RE SUQIECr/-0/NSPECr1011' /t/V,0 i ,4�EPTi+N� 8r JT1E sn'6/NEER/NG GY(/(.�ON. l�Il(( l I I � N a, � N �+ �" "' " ' '/$'�•r nFf3 E S.4/�,. ,rte N " + w Zi fffl s 4" A.C. OVER �- rn N w } �ksl �• - cJ. , .•,_ B CURB ONL Y Q _ /� B" PCC CONCRETE 4" A.B. /JG� /Q z •v fUTIIR,E 5 �7 / `� DWG. 30/Y STD. A&KOc�/Rtt� W/If/RE MESH /6 X6'X/OGAI } m ter, oma' 1 u/QB f 6u�ER z V I L /t5 NECESr"f/Q N cis ti 0 9/ • $ !� C,' C�11S4`� ? _ jF I71 l NOT 70SLALt-J 91 �� C1.0 1p As (? a W P.M. No • /4 786 to lit a ISR/VEW,+q Y , C7�TA/L _ M : 1 M 3 y - - i N� c Lr /yo s�.E �A�► •_ 1 Nl N Y • V 50 N07ES; 4 0 3 a G G 8 (off 3 3, TYR) c� m xLy� �_ \ A� c{1 _ �% /Y/07 Gtti'Y hp"�1 +/E�®N•ll PKWY Q S'R 16127,c�4 f sn�.ze'fs•�,'Moro owr. 1`` . APP��w®s,c. •icwrys�•?FfJ1•°B7asr'�•2�fz7.c�;Moc•a,aSr�?8rs6.6d zs ✓V3�X25✓,t0!�W 2 Zs• t - Y2 - g.,,_._._ .._.-,___.LT--.._ __ $�71 ST1"16'p ,z8*60,g5,rh vrb�0µ'//�M 8'18 2/ ;�iO4�D s/DEIv9 e�S/r AXWv,f�"�Srh _ t-4 ____ -- >. �_ — _.__.___._��_ - __ — _ _. --- + I G - .-- - 9fxn,z4 7D sfi.3a 1 .32;hODEO sT 1XEE5 K0,V6 RAF,/4786,'+a ReV1-/VS 4�RN./4 Y / I - I Y. • • `v NSD �`•. Z� Lr K� r �iyy . _ __ ___ ___._ • � � /FG#�O C�.�/ vv� /1L.Z1�}GE ? Ib 5� /W G/NF. ¢j fj� • _ • • • • • i • • • • n • • •` •' •. _ i • • -• + AL)L7 515?'=0;1 /1' S _R!_ C��'. ' uP S .� ! L I 'i - s� s t • - 1 — _. — x7 �,�' �,� s ` FOR I h',A V,/SIA ELEM. SCHOOL. 6/J41,90 2 oP DESCRIPTI ON of REVISION V 6� • • TYo 2 22 S7 TME NOTES DA T E A P P R O V E -TY Q (1FESSl �'¢ • ® SAT. 2 -T(1'. d'�� �� � ��� � � 5NT' �� 4N b CITY of RANCHO CUCAMONGA T QU�NTITYEsl/r�►Ar59 N TRACT NO. 13270 ® 2/°36/47// 522 /96.j// 99. 4/ 9 2 �� N 2/°3�/47// 500' 168.6// 95.44/ 6 2 EA, 7 'Z' t MOv�/ rs� _F `� 7 cNL � �� ELM AVENUE 'aC G 210.3&14711 478/ /80. 3/' 9/.24' ° 6 EA• © � orf 0F CALIFG� 411X�b �vN���t�°' � . �� STREET IMPROVEMENT PLANS 3/°/3l /4// 778/ 420.93E 2/7.37/ REQ/REPLr4� B 3 EA• CaR,B'+ND-_6vI1 ��v` /,Q W ' 800/ 435. 92/ 223.52/ 43o�,F ,�5 NEc,�ssA,er ql� STA. 20150.00 TO STA. 31+2 5.00 © CONSTRUCTION NOTES: ® APPROVED BY ; / _ ATE yf 310131 /4// 822E 4479// 229. �6/ ELM AVENUE GTY ENGINEER ri 7 RCE-No 223°1'1' ° _ ® � CONST. 3" A.C. OVER 4" AGGREGATE EASE. ' _ -- /NSJALL SrREEr7RELssPER LE6ENOON /r/,wONOlES yE/eEON• 5 2 �n yr y/aE GK � �7 ,•s-ry p,6 � 1D3 QR(1f ESS/p,� D E SIGN MADOLE A DA SQCIATES, INC. RE COMM DE D H 9/° 53 '92 " 9100 , /91891 $•27' Q 057ALI- "ENTERO,,Vl-r 516N(36"x36" w/6"GETre`R5)• /� CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. 0}1 4' c^ ,eJ,B �5.,g OF SAN BERNARDINO COUNTY ,d � d/REAktw_' "NuS LENGTH Tt"GEN"r I LV�B°4907"E 2.7$ ' 9�--/N9,rALL "En/roNLr"s/6N (N-'X96" w/6"LETTE/Q5)- O 40�a� CONSULTING CIVIL ENGINEERING ° ° �-- 1P6R4,4a_cX16j• /Q 26 (NoP14,fX1lV6"oyQ ,/yo b �Pj�/N6'w/j//116 GIM/r5� w R 26 /,PRr. , �t`q N 1 r,I=' DRAWN AND LAND PLANNING• SHEE T ►J 3q 08" 13-00' 12 24' 11 -Ob' J 43 55 27" $•OD 6 •/3 3 27 7 /NST4LL �/GHT- 5$G� LUM�/�/ HPSV C I-JrMVI4 'Q: o. 4 lg - r,, 549 N.Mountain Ava.,Sulte 105 Q 50 9J INSTALL SPEC/AL "SCHOOL BUS LOAD/NG ONLY" SIGN ED�,DN, P�17 CGl?'FD//VA7�D BY AVELO F>ro � /�97r"' ALK/ UPLAND CALIFORNIA 91786 3 l! 0 87" 30 S1" 8.00 la-la, 11.07' K 44 DOTS? " 8.00' 6 /6' 3.24' WH/TE BACKGROUND WITH RED BORDER LEGEND 8 Q ` OF L /V 53'34'20"E � 2 2., CvjYSj� OR�►'f►v/►Y/t�°P,�,��H ,f'ER c./Tr .�70• prV6� No. 1� � ,� P H O N�{714 �14�0-2949 3.00' SYMBOL. 5 24 CONST CATCH BAS//V f'FR C/TY STD DWG NO. 3A�(W�iYFERP�A�')• KECKFP h+ �•�- RCE. No 1'¢� DRAWING NO. M 44°02'ss" 8.00' 6•/s' 3194, Q 92 INSTALL "BUS BAY" PER DETAIL ON SHEET 3 25 CONST• L.OICAL. DEPRE55AW •C45iE "A " PER C17Y 57D. AWG. W. .901- , E Uf CAl1E4� /Ty "-TE FILE No/t6" � �300 • ELM Sl . PLAN/PROf'ItE - 1006 [0.27] PF : 101 252 25-Jun--87 09:31 AM / I/O 3 Dom" BENCH MARK : D - i 1 �- t- , � \ �� � � BENCH MARK N0. 96-B AT O h �" Oq _ �• (V I 19THHST ,C44FFT. WN A HAVEN - d - - - N 1 - & 83 FT. N. 19TH ST. , SET t - , -� :� t DRIVE PIN W/C.S. TAG IN TOP •j9 °) AT THE E. END OF A HEAD WALL Irlf m '� ^ �_ �t� FOR 3-24" CMP--ELEV. 14 _ 86 i 30 6 1 �i7 t y 1 1 1 i jl � , I ' ' 1 i ' 1 U Ll -::�l nr j 4- VI It tit aco _ - - -'Or 7 . I ; 4 4- - - - - 1 s - + I ' ; - - - - - - - - - `/. '8 I i i - -l f { ! t - - - - - ! ! f - -- - - - _ -- - - - , -- - - - - } } - -- - a --1 + - + 1 t o ! t } - + - -- - } - +"ei t } - ? - _ - ? HO RIZ. ' - -- - - -� -- - } ; } I ' 40 t - - i ill i z f VERT. w � ri r-E1 ^it�.4�' T,t'�4/L j fY 7z� 31 +00 32+00 33+00 0 34+00 ,~'�; s 35+00 v 1 36+00 37+00 38+00 7 39+00 40+00 41 +00 42+00 15/16- i �� TiPAC T 19270 0 9 i8 HURCH STREET SCHOOL 7/8, � �, 0 0 9�3 p ` C a N p - c� 2 2 SEE &//EET 5 OF/fp BUS 2w h � I 4 G 44 1 + �1 4 W �, r�M 10 o -- 2.�� - - Z `w � LOADING 2. -� �, ,� - �� 1 �� ONLY 2,8- -� I I L 7/8- N �� _ �� o E y�• 7=15 TO 9=45 AM 1 lug PROPROSED STORM DRAIN _ - 7/8 -- _ G - - - 3 2 X � a :� - _ - - _ _ �� 1q5 TO 200 PM 11/2'SEE SHEET/O OF/6 �Z \ �_ 3� � p � • � ti I G11,, ! pOAI �� �,J Gf` � 15116' C/TYNGERS/DE'�gLKG � �o � �� � O � � I I f q .�a � , ( E I STS SO,, R4,� c� / , v 3 - �� N J I I ' ox ati qa GlJ NOTES, TMES TO BE DETERMINED BYJ Vn• �. 5 97 7 34 f �,/¢ " • • • n I / I I Y OX i( SIZE, /2"- /8-, BORDER W70TH, 3/8- J__ /8- /8i / • • tiao° ' �. / MARG/N WIDTH-' 114- SIGN 2°� A2 8, j, � 2 � 1� � ,�S,.w U ��,5•f.G �.� �G LETTER SIZE, SrRIES 8 STROKE WIDTH O R , / � Olo � P 2 • _ / y,.� 1� �� LINE/ - 4 = 2C LINE 586r///2C • �`i qb�g I / T N '` i OFGSED • h/ ' •moo (�C �(`/a BACKGROUND - HIFTE In • �� \ BORDER, LEGEND RED .4= 93°O6'37" -9�P�1/�PETE�t/T/D�t/ �8�9✓/it/ �y 11 ,e= 8°° " /� ,OK/G. ��� �V C 8 •. ' 5g N " S/G/I DETA 1L �3 F _ /300 ' r= .¢5' /M�.POI/E'/�lE�t/T5' �� �� +• 4 �, ti 1¢ 'X tisk h. �s2R� N T.S. I REMOVAL OMITS SaUES.�CLT 'ro I:1S[R.ETION or UTY INSPE�r R 1 ,o r7 1 Q G I� H N GAP R�1 M / FOR HAND/CLI P R,4 114P Cq'�S T. DFTAfL SHEAT ¢ 8�a'l �o� , �� 3 CD/V.ST. ,QET,�tIL @10�D. X/NG NQ 0 7 � q ►�(� l �1 f �, �'r�- 0 0 A ►ter MAMX - �s 7 ,� /� �,� q o Z U h o �1 l f'/ �"0 �i , q� �v�c�o T�AFF•c g,� �,ow.� � �`9s�� ? Q� J ,e �M /¢7 6 ( r� G J I e �Ev/.SEG EST / LOGAT/ON F�.P mp ���x �'C,' �'/ �o, ?� �" • 33 r y� �1 3 3 3 �O , O \ l: - 1!• ��[ LA - G� �, aW 2 ,100 UNITE AGCF GUcb 4Np APPt'o.GGN Fc •�S at 1 I MA/NTEti/ANG _ A�1 E�S m w-5r SEE VWsI Y MAle- BY Q 0C •,';.•Y •�'G �� �„/� AVENUE � ..'•/� I II r ! � � �/+�ADrJLE � A51�/AT, E h� 0 Mo V"O Oar,4.0074r10A @ s L! 4119e f3voM J TrA•34e6If, /b yJ1 3413/83 y • Qp• 9� 9� f l ^�j �V,`V C�9 5JA �¢tG4.d3 lb 5T/I•¢ot 2s•4/•�v. /�r��yEcr/onr. // 7-Y/ I �x Avoca 4' S/D-r#VAZk AU✓ASNT P 5'!/' Rlw GlN5,5vom F�F��� . �, k• , /� ,� CONSTRUCTION NOTES / I a �z Q�p. E S.S/0, J� •�.- s A• _fi t ZS.oo 0/*'J1CA( r0 4rA..94�t 64 e� . " " � ADDS/DE-WALKDRiVc APP.ROACHB �T,�'�! REcS -Z-`1� s, 9//gyp �ti • �R /O--CONST. 3 A.C. OVER 4 A G GR E G�TE E145E. ��Q` �� N/�. ��Qv��� � -�R TERF,A V/STA EL EM. SCHOOL 6//4/90 47 sem` pry �2 / • 6' o--- IK CONST. SIDEWALK PER CITY STD. DWG. NO'S 310 & 311. C.D0 2 Gi(/Q �E.P- DESCRIPTION of REVISION NO O q DATE APPROVE G>_ CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. 0, CITY of RANCHO ti CUCAMONGA 9 I �� /q�2 N/ • �. ,�� �FOF CAL�F� ,� y. � • C61evE PA'rA _ TRACT NO. 13270 �-- INSTALL STREET LIGHTS 5800 LUMEN �./p��/ BY !�.1f1fl•/E�/ CAUMP-MIA Q R L T IDY.50N, PAID AND COORDINA7ED BY Lx LUPER. 97 INSTAL L SPEC/AL "SCHOOL BUS L OAD/NG ONL Y'SIGN ELM A V E N U E ro38% �3ro5. 70/ �- CONST. LOCAL DEPRESSION CASE A PER CITY STD. DWG. NO. 518. QO WH/TE BACKGROUNDW/THRED BORDE:?LEGEN9J 7o�oi/gi// 47e� 584.22 334.87 SYMBOL PER SIGN DETA/L ATHIGH T STREET IMPROVEMENT PLANS v 0I// // Q 92 INSTALL 'BUS BAY"PER DETAIL ON SHT. 3 STA. 31+25.00 TO CHRUCH STREET © 7000114111 500 b APPROVED 8Y O 975//27// 35� s9.78� 40./0/ GATE � W7 . © comsrrucr L/M/TFG AGGESS cuce �,c c/rr sra ,ow6 CITY ENGINEER RCE.NO ,, 82°/9/4to// 35i 54.29 30.60 - O84.2/'591Y 36/ 51--541 3/. 72/ /3 ONST. DRIVEWA APPROACH PER C/TY SM DING IVO. 3406. ®® 60AA0 4AC7_ 8r 7HiGsc Ck:WG.cETE �R4FESS/p� DESIGN MADOLE AND ASSOCIATES, INC. RE COMM N ED F SEE PLAN FOJe yy 9✓' /O/3B�/ 35/ 58.141 38.3// W) w G x!o x/o x/o E.w.w!M. ��� ��� 'Ok 4�� ✓S �s•.8. OF SAN BERNARDINO COUNTY A rT G �¢ INSTALL STOP SIGN PER CITY STD. DWG. NO. 402. GE 6X/5 . Re,, o f�P+eTi4G�GrC'`NO 3T�.99rt.�5~ ''� mac' X90 a� CONSULTING CIVIL ENGINEERING `' AND LAND PLANNING / / 97 W T/ME G/M/TJi✓/T�`i' /P�6 /V.�A.T v r- = DRAWN SHEET r., 545 N.Mountain Ave., 020011441177B 34.3 /7./7 4, -� No. 14 1 Suete losrri p CO�f/9T. LOG.CGO�i�.�E' /1�iflC,CSE ,B"'�f,,P G'/TJ'.f7,bOfi�y' �t/OS/L? Q® iPEPCAGE EX/5T �Glw_ #4awplmo Z�r��/6N w/�� " Epp � //�71 AJC✓ UPLAND CALIFORNIA91786 �_ 02°3//44/� 822/ JG.28/ /8•/4/ B CQccgT, �,eT�-f/��si�r/ -/ /T•�' Sri �.r��5. S4z jj a. � /uP.AT 1\�\ ® PHONE 14) �I46-2g4�1 ____�_ DRAW I GF NO. 0 0 , // , / / 1tECKED RCE. No 1¢B� � �f 02 3/ 44 800 96.3/ /7.6(0 �O RIE f�E1GOW G!/,Pd f //VT Jtq\tV1�,lo�i / /9 C'Q�i/ST. C�QT�'�/,Q.4.9/�t/A'.1 C'/Tl' if OF � � ATE FILE N o 126-7 6- C- 00 - 1006 [0,?7) PF : 101 253 25-Jun-87 09:35 AM / ems' R/W 4 w�co� R//W 17' 5' 6VARIES EXIST CURB 4 6 7 & GUTTER \ EXIST S.C.E. \ BOX / s�10' 7 L U vi U N U J V J U� V EXIST. TEL 5' / 0 C 5 I 1.�L \ RISER rnn 0�0^ mN rn� `r° vui It v r1 r7 M r� F M ro M rw) 0" C.F. r L_0%� \ 3517 FS. - —__ - - - I_ _- - EXIST UTIIJTY CABNFT 3y�1 T S / I I -) TT==TTI P_ 8�� T i ��— 2 0� " - F - - I i — -_ MET I - 0 35 C.F 34.99 T.C.-� 34�F - 1� T 33� - 34 64 I ,_.`T7�, # i ! I - - EXIST S.0 E BOX 8" C.F 34.89 T.C. G�/ \ 84 2? F I,. 2 ��� C. Q 565 F S• �4o�1s 3 3`' c F ���° SF,CTIQN A!A SF(MON B—B 34.81 T._C. _ 0" C.F. 34 46 F' S 34 78) F S cS• 0 35 C.—STi G q_35402 340 ,6 F S. EXIST s \ V*cj. j , SIDEWALK avti'CO s CV PROPOSED o o`` _' SIDF.WAI.K - 4 vti� F� 0 OWN X 0" C.F. �• 35.22 F.S. b °� \ 35.10 T.C. % •le (--34!91 T C. 34.87 F S 2 J� 34 68 F 0.23 C F ll 0 23 C.F 35.03 T.C. \ 0" C.F LJGHT EXT STRFF'T 3480 FS 0.23 C.F Fa 4 78 0" C.F; EXIST. CURB 1�1/ 34 90 F S & GUTTER �4 O PROPOSED SII)FW 4I.K I I J SCALE IN FEET 0 10 20 30 40 \ \ ADDED H/C RAMP CONSTRUCTtON DETAIL SHT. 4A DESCRIPTION of REVISION DATE APPROVED CITE' of RANCHO CUCAMONGA F1,M ,VEN JE -< PF1DF�'STRIAN CRC)SSlNCl H/C RAMP CONSTRL�TCTInN hFTAI[ S R C E : 2¢9 5 3 �f No. 14814 \ DESIGN MADOL - & ASSOCIA ES, INC. �E \ OF THE INLAND EMPIRE /1/(J Exp 3-31-05 NDED CONSULTING CML ENGINEERS y --- AND LAND PVWNFRS —_--_ _ -- -_.—_-- DRAWN 106501 CHURCH STREF1, SUITE 107 CIV 1\- ���P RANCHO CUCAMONGA, CA 91730 SHEET OFof F� M.A. (9D9) 948-1311 4A 19 - - - - 14 814 - ---- - _ - CHECKED RCE No ____-_ DRAWING NO. ATEA �_ FILE No 126- 1280 1308 J:\126-1280\FINAL GRADING\PGSHEET4a.dwg. 08/07/2001 03:31:33 PM. MA I + - -t t - - BENCH MARKO /. 9. B =a+D� 92 I\ BENCH MARK NO.. 96-B cr - Oh AT THE NWC. OF HAVEN 19TH ST_ , 44 FT. W.. HAVEN M' aa� V & 83 FT. N. 19TH ST. , S�T- DRIVE PIN w/C:S. TAG IN TOP AT THE E. END OF A HEAD WALL k:; FOR 3-24" CMP--ELFv_ 1430.686 or P - - NIN '� o - I I ' 1 4 ( 1 V !ezvrwz 77 7 NJ , 1 -- - I I 4 �4 N h - N ' 0 i NhN �p: 1 1 V t + - �-- -- - - - --+-- 1 1 -- + I - - -� = -4-167#51 c• i N - 4 I 1 It) ' i 1 I D ✓ U _ � I LN�N 11 + + - - - - -4 _t -}- Q 4 �' 2�1 5 G 3/• 5 t t G= 70. o32g' 2 RO ILS GAL I } 0 4 ; . 1 ORIZ. I " = 40 , 1 1 1 - ERT. I - 4 - s 47+00 48+00 49+00 50+00 51 +00 52+00 53+00 54+00 55+00 56+00 CONSTRUCTION NOTES: (D CONST. q-" A.C. OYER 4" AGGREGATE aA5E. g O CONST. SIDEWALK PER CITY STD. DWG. NO'S 310 6 311 . QCONST. 8" MEDIAN CURB PER CITY STD. DWG. NO. 301. OCONST. 8" CURB WITH 48" GUTTER PER DETAIL ON SHT. / OF T/PA C T /32 70 ©CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. ,o,�,P,���E'TE�t/T/O�t/ ,8�4✓/�t/ C51 " 21 ®INSTALL STREET SIGN -PER CITY STD. DWG. NO. 401 & 402. ELM J" Q- CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP. PAVEMENT 3 SSE �yA VENU �. P GY V V V QJ PER CITY STD. DWG. NO. 405. INSTALL 2" X 4" REDWOOD HEADER. 3 V Z X � CO.UST Gl/.P.B G�EP.PESS/O�!/ F�J.P FUTU.eE h'-4.t/,b/CAP.P•4Mp f�•2 V C/Ty Srb .vWG A/O. 3/O c hOX Ox X A P,P0�05E,q 57Z12M N 3 Goy l- 8" GU,1e wiTH Z�"GuTTE,e PEQ G� S No. /of �9 O,P,4/it/ .SEE b.YEET,S `1. ® Ty 1� -7 17 Ce"7' 046,ewy ��e _*/,Z). v�. No. //f 1 I 21 AV579LL S7REET LIGHT /G,OX L 1XfnV Yf'_5V BY CALJMWIA 9 I l�V/ 0\ G• / 5 r. � FD/SON, P.4/D AND Ct�'�FU/ .4TED BY fe1�LOPL�R. \ 2 . 2 ® ® 9A/✓cuT gN0 /'E' EX�3T Gi/�e u/�'6vT1�1p, % �GI �.E'AlN 2015.1'7( h z o 27 GoM.� P4W liC.,4wrp w101ZW Mot' Me c✓ly �Tl? oma.wos �oZ x/03. a UM /eA'4N"1X7' I+'1,fs4A/ NDS. 5r/P.-7 UIQ KV/TH T�FIG &✓/6nMt /N-✓17,Ve 77,aV 7r4OX7G &&W_4 7a .� ! yg5�z� ,QELC 4TE0 /;E.P 7�`97G EN61AIVW,e O� a4G1i.46E,a 70 C;17Y - V �eF-6bNJf .G.�MPJB N.F. Cot _ a�� rr 1- U I!F ' 0' (2 ,eE-cov3T Sus 64 G� S.E. cae. q� C►t'w�et�/ ST ' E4 A -\ J 0 >' CU.PI/E .d T � __ ►� �, a a .4 I .��� Q ,qf�E,• � -oe�w vis 4wr O Al w. coc qc ,�,.,,p 1.vr. T �9�/C I /. _ k- .tea �T --F _Tl '1 - --- - - ti Q �7E Lor-5167 7tYAZ IVUM,6&1 DP ✓1YEETS. cl 244.50' I � DESCRIPTION of REVISION 92.5o' 29.(05' /¢.'S' 2 � 3 - �;� I -- % OATE APPROVE CITY of RANCHO © /9'32'J9" 92.50' 3/.55 /y.93' � �'• ti 0 TE.2 G N CUCAMONGA ® 0/ I9 05 4043.00 70.00 35 00 8¢°2/�✓9� A5�' 6/64/ 3/ 72 TRACT . N04 13270 0 v1 820/9?/' s so.29' 30.rpoa h - �2' JI ,2, S � 8 Nk� N CHURCH STREET H 97 5112711 35/ 59.7B/ ¢0. /�/ /�� �►t N � h aloes///� 30¢.3/ 40.00 zo.00� -Paves- _ 2, 2� STREET IMPROVEMENT PLANS 1 -_ELM_A_Vf.I�IUE TO 56+00,W 22°5//47// 401 /5. 96/ 8.091 �E,e l 8 K 22°aro/z7/ 40/ /5.43/ 78// APPROVED 6Y i ATE 4 - .3°!l6//7// 29ro7/ zoo.9Z/ 1021 GTY ENGINEER RCF No M pro°5ro//3�/ 3400/ 3�03.221 /B/. B3/ CHURCH STREET 2° �/5A�/ 3033/ /34.49/ (a9.21o/ 4ROFESS/pH DESIGN MADOLE kND A S CIATES, INC. RE COMM NpED 4� Of SAN BERNARDINO COUNTY N 3 ems° �,�t.'o�'� �, ,��/,e /5.,E3. A On Q -.SEE v.!/E�T � -� �. 5 �� 04° 20'06, " 300ro/ 4�a 6= DRAWN CONS AND LAND PLANNINOERINQ SN FET 22743 //3. 77 Qp os 0236'26" 30041 /36. 73' 68.38 O 11114" 2(o Z73. 33' 5 .72 ' 2d.l(&' No. 14 14 ,^' b45 N.MountALAv RNIAts 86 � EMp ��93- �i ,4c/W UPLAND CALIFORNIA 91786 �J OF �9 /7°36'27" /OD/ 30.73' /5.�y ' r /3° 32' 20N 136,•&7' 32.29' /x•22 ' 8 * PHON�(714) 94RCE. 1 0 st cJvti� �a HECKEO RCE. No %¢B/ DRAwI G N0. ® Oo°32�00" 29941 27 87 /3 93 /8° 98° /00.00 ' 32.e/ ' /0.�6' 4rf OF CA�tE� G/T1� TE FILE No/&-�9�-5 12 Ca ' ,�I3/ 2 - - - - BENCH MARK : H � v � Z V _ .BENCH MARK NO. 96-B a m V AT THE NWC OF HAVEN AVE. & - 19TH ST. , 44 FT. W. HAVEN & 83 FT. N. 19TH ST-., SET o - N DRIVE PIN w C.S. TAG IN TOP + + AT THE E. END OF A HEAD WALL: 1 t N -- - t FOR 3 24 CMP ELEV. 1430_686 � I t - - - , v � , a Nz. IN O (N 1 - -- 5 w - I fi - - ' - - g, NL � I - f h -- w. N i - - - - - - - � N. - - - - i - - o�- b -- I ? 1 , PROFIL , TI E . . ' 4 - 4 1 -- - HORIZ. I = 40 - - — - - - - VERT. I " = 4' 56+00 .57+00 58+00 59+00 60+00 61 +00 62+00 163+00 64+00 65+00 CONSTRUCTION NOTES: OCONST. 3" A.C. OVER ¢~AGGREGATE EKSE. M AVENUE O CONST. SIDEWALK PER CITY STD. DWG. NO'S 310 i 311. � 9 W N[II-LIKE_N G. No. ® CONST. 8" MEDIAN CURB PER CITY STD. DWG. NO. 301. W 2/ 2 �MP'POVE PES O CONST. 8" CURB WITH 48" GUTTER PER DETAIL ON SHT. OF 7-lP.4 C 7- 19270 v v �z - '( ,I ' ;NSTALL STREET L;GgTg, 6809 16910W, CONST. LOCAL DEPRESSION CASE "b" PER CITY STD. DWG. NO. 518. N A OCONST. DRIVEWAY APPROACH PE2 Cl7Y Sm. eWG. W, _94%. (SEE PLAN FOR W.) tN I� �J Slot l � ` o ® f� G/ rY 57"� 5.1.�EETS7�e o�16 OVdT 3//V #/ 77-7 2l lAk9TIt4 L 6TR,O,CT �. G4LJFOR "C o�oo �� f/Psv er W - - - - - /V/A F�/s0 , )I-All OORD/NA BY L�l�LOP�72. IX- wl u — ��� V ���iy. a6 c •�• _� --� a� N �C> � _---_ 4 _--_ � .___ �,0 A -�2 • �� � �� -q. �• �44 ( K/ V/v Al_ _ 6 2g - - — l QE V14W 7gr,,U NfA I of (1,45f1EE1 r✓ . I_Z O T" Q I I I I � 1 -- -- IS) SC I E R I PT 0 D N o f REVISION DATE APPROVE CITY of RANCHO CUCAMONGA yC61,PVe- 40,4 TA o >> N. Iil TRACT NO. 13270 z2� 3711211 40.001 /s 7q goo/ H CURCH Tm a ' �� SREET �. �, CHURCH STREET 1801114211 /00.00/ 3/• 76 ' /4i. D// '� 21 4' II STREET iMPR © y0'00' 00/' 800 12.37 a.00 2� 2 T O V EMENT PLANS 641 STA. 56 00.00 TO MILLIKEN AVENUE — APPROVED BY / ATE GTY ENGINEER ( RCE.No 97 Sze .3,­/'. w. /f �T,�E�T SEE LE F_.if/O MILLIKEN. AVhN QQOfEss/Ok DESIGN MADOIEA DASSOCIATES, INC. RE COMM DED *\I 0* - ,eJ,g s.A�. OF SAN BERNARDINO COUNTY Vc-fA, CONSULTING CIVIL ENGINEERING No. 14 1 , m DRAWN AND LAND PLANNING SHEET Ir., 545 N.Mountain Ave.,Sults los tt Lill « Exp 14CIW UPLAND CALIFORNIA 91788 6D OF �9 PHON?(714) 94G-e949 # # RCE. No /'�B/ sl4j CIVIL ��a KECKED —� DRAW G N0. For CAI\EOQ' �:!>.Y ATE FILE No126.796- O 06 [0.27] PF : 101 253 25-Jun-87 09:3 Af i / PROJECT SHEET N0. 0F a� 400 Ar . . . . . . . . . . . . . . . . . . . . . . . . g' `� . ?� \ BENCH MARK .- . ry ti a �� BENCH MARX NO. 96-B 1 �ir✓✓�7- -Q/� O I 1� r� tv -\ �V t r _ �OJ� /V/CV CU.P t R:�p _ Seo N V 'f7� AT THE NWC OF HAVEN AVE. & ; {/!v t�'Cx�i�,8 j �i t� } r m . _ t j °� u`9i l i rd«tw 1 9TH ST. , 44 F'T. W. HAVEN : } ,� �� _�__.�.. e----- --- _ '�" civ O & 8 3 FT. N 9TH S T S F.T a h o .«._- -+- ------ - - a 'FJ t DRIVE PIN w/C.S TAG IN TOP CD yJ 13 °' �-' - E E. END OF' A HEAD WAIL e4t �; ) AT THE . ICr ! f �'`'� j .� /. . FOR 3-24" CMP--ELF,V. 1430 . 686 12 1254 < /a . . . . . . . . . . . . . . . . . . . . + . .1252, { ;F I n15 ft y } 1 7.Ey /�Bf 2:/ if7 f�'.�'�ft . . t Z I e 2i' ii ! V' Q' O 'Q` O ljl 1 K9w15 �f� J U { . �� r w U t v w a - r �. V� ; i h m t Nero oo^ N q t `C uj \g } h �1 �_ - s --i — *• rl r X/ T. /il//$� P.4,C��. �o i �►�e t 3� m �' N o I Q m O m N _ �' j I P V 'n, 1�ap O �io u, _ rc� ^ 1 1258_ , ; fix. to � �� � �0 . oma►. � � �,; �. r.._._ ^ N 1fQ�m f258 1Z6JCO. .�.�. __ 4 srd y Z ? ° 2-515 Z : 254 ' � —,-- ��% . . . . . { { ; G5/,4Gt� G`` �`'!_�L ✓ I ! C=2T5,45i --- - !-_ 95 G . . . . . . . . . 1252 ,� -14 . �. } /4' 4/4 414' Id ��' - r t w 16 y &R16 mi 2e7 47- 12 60 ELM A t/E�t//� �. } ; ; j . . + Al r\ . . . . . . Neu . . . - rn O O t A7/TU.PE TOP OF 51Z�' C!/,eB o° N '°�, v� N h ? N k n �_ (2 I �h . . . . . . . . . . . . . . . . f t } . , _ _ _ _ _ t - _ _ _ _ _ . . - - - _ _ _ _ _ . �—•--ago t ,2 �.�� � j 245 ia� 1 . C7 . } i . j . . . . . . } . . . . . . t 1252 { . . . . . . . . . . . . . . j { } } . . . . . , . . . . . . . } i j PROFILE SCALE : { I . . . . . } ( 1 HORIZ . I " = 40 ' � i . . . . . . . . . . . . . t � - � � - VERT I " = 4 Z3+00 24*00 13+00 14+ 00 15+00 16+00 17+ 00 18+ 00 19+ 00 20+ 00 CONST/ZUCT/0N N4Ta5 fq� 5T/Teer Tie��S l• Er TREES .5y/4GL 01 Pl,•4G�d IAI/I CC0/4 lOANGE W/r1l G/rr PZ.ANY L1,57- Sr�Ncs�o 60/. 0 4/0t E5 AYAYLcel- N/tME COMMON N/tME 5pffGlN6 S/ZE !JU/WrIlry Z' NZ y A b�605 _"Z4' Pio �wyr o ;ate� SrI' j=2 MEL,�tGE!/G/F USC/FOL>/F FL4�1'LEAF eo'O.G. /5 0^41-LON 22 S• ,�C�Cf/GL M/XTU/?E G�/FGL 5r1v.-er orwe.5 &ffALL BE /�'LC/'C 7Ne 1 �iiPEe44,PK �E IWA1 KOATIONS 0/1'AN/t6/�O/YOM/G SQ'LS r 1"/VlAyro JD MW a/ ¢•/0 5*/'�r n-e-* SHA-4 dE d w//&m me c vm,R 0f me 7/rr wl< is "05E/t M,*IV 7,91R we PEer C3'J 7b � PNc& q-771E C. I", (/News oTy&11tw1.� Nom. 5• Aa EEr mee 5 / e sue✓ecr 7b /NAP6cr/o v AN0 c,vr^Ae.,c VOID THIS I SHEET �' rc.✓rr �"6/"�E/�' ti\ S SEE SHEET 2,3 , 8 4 l FOR STREET TREES A vE��E , J�a�� � - 5/°,e�/CE _� pwo N� 98� �� NOTES AND LEGEND CONSTRUCTION NOTES: gloleUC'E .4vE.!/UE / P� P r,� /,?,:f 2 oF25 � P 5NT '�� O CONST. 3" A. C. OVER 4" AGGREGATE. EASE. 3Z) V n, (� CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303 . IO CONST. SPANDREL & "ROSS GUTTER PER STD. DWG. NO. 308 ( X-31 ) . �Ex/5'TJ /2(073ha II CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP. PAVEMEN /00 5? h 1 II X1 X h�. PER CITY STD. DWG. NO. 405 . 6f' 7 ¢ OF 5 �I h1 g� 1� EX/6 r) X .OFe TE' /?842-/, 2 \' re CT /1802_ �Z INSTALL 2" X 4" REDWOOD HEADER. A 2 3�fSES O CONST. CURB OUTLET PER CITY STD. DWG. NO. 506. she � � ` ' ss�zT 577eFET UGNT, S P�^ LUMEN. Q --- Y -�� E�' K//7 �, .4��9G1�T// / 1N5771L L 57RFET L/GNT /6,000 Ll/MEN. a, , T "� �' �h/hh`h a,a�ePiceoF �5�`'�> Its T¢i� 'tea '�✓ �'�.J Q�,' `p \ �`O �*'��(� ' / G�NSI f/r4No/G.4P iCAiff�' irG/TI'.5� ? Gl�t�6 N SgQ� V010 TN15 -F+�T MIZ "IF- NO- 16001 BY MAOOLF- A p _ _-�� A550GIAT% h 0C` s� �' `' DESCRIPTIONof REVISION DATE APPROVE /MF'.E'Ol/EMFit/T.5 ` � h• I � + _. _ ` I � CV,��ET.� T� 6h h �Q 3 scN - - CITY f RANCHO CUCAMONGAo _ \ d L 7- __ 1I (1 c i �`� O?�� 35 00' S 8 5 5 ' 38 7 7' N 1 � 1�' v llJ � p TRACT NO. 13270 h 32' J C �> 47° 531 1111 4781 999150/ 2/? 25l �� 3 - , ►� n", ' - ,� ELM AVENUE c,C\ 14 -) 471 h STREET Ti ?EE RKA N /4° 5?' /O ii 500' /297(0' X05 25 �4 �� 4'7 e4% 222 01% SPRUCE AVENUE TO STA. 20+50.00 SAF_ � �.POF/L E ,OE-TA/G AT � ` 57/D APPROVED 8Y A TES/-.ter i o� s,�e�c� Avg-,v/�� � �1 ���=-� / ,BC TO STq 20t 50 00 /C-1.47-Ch' G/it/E GTY ENGINE RCE No�4-.9,53 ELM AVENUE 22 AjOESIGN MOFSAOOERNRDIN A SNNC. RECOMMENDED 0 � _ C.A.M. 0 COUNTY 2 ( - CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING- SHEET EP45 N. Mountain Ave,Sults los /9 to ,�� h� C.A M. UPLAND CALIFORNIA 91766 /7 OF ----�— GG PHONjeE 714) 0146 -e949 NECKED RCE No /'¢ DRAWING NO. z.�.M. pTE e/2s/" FILE N01Z6-7gb5 1308 •P• ELAS S1 . PLAN/PROFILE - 1006 [0,22)PFi 101 251 25-Jun-E7 O9s40 AM / s965T -7 OF z8 . . �� >- . . . . . . . . 1 ,� ENCH MARK << - - _ - - 470 IZ•64 — - `� ci BENCH MARK NO. 96-B . _ �I I I� AT THE NWC OF HAVEN AVE. 6 t V : : ; g t� ° �i ` �`'— �— _ B /f fir` 6,21i,{�p ��QI { . 1, 19TH ST. , 4 4 FT. W. HAVEN } I2 5$ 1248 ► �� $ V�� K 6 83 FT. N. 19TH ST. , SET ���!!! y - - �----� - -- - DRIVE PIN w/C.S. TAG IN TOP Q - — _ I . AT THE E. END OF A HEAD WAJ.L . 12 �J� -- �_� 1246 FOR 3-24" CMP--ELEV. 1430. 686 T/NG 6.C►4lJ,l/�J v 1 > Q - - f �� a W . . . . . . . . . . . . . . AIR } w . �, -1242 1 � a . . . . . . . . . . . . . . . 3` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . { �N i �. � � �' i - - } AM 9i�,d �t/14Y cv,es 50 1240 v r } k� m 1258 - � . . . . . . . . 1248 . 12.48 - � :_ S vC ►. i . . . . . . 3 � E.t'/S.iT/iE/G .6�1/�t/Cd �4'.�POPOS�,d 1 - - ! . . . . . . . . . . . . . i . . . 1246 12 46 r a } _ _ _ - �e.4,v ---�- - -- - - - . - ` f � In cm EG'�5'T1A/G GDk � } i N-1 . . . . . . . . . . . . . . . . ^ . �1Z42 . . . h _ . . . . . . . . . . . . . . . . . ell --�1_ �vG i - - z 1 ` 47 \ oc �, E - �. � I . . u . . . . . . . . . . . . . `� 40 , 1250 -+>,► � G,B.4�7 � m _ � 1240 - . 1258 ,��, 48 1248 L} Ln "�o' _ . l !� �' f ` � . �.POf'd 5'E,b 6�LY GI•'U,P$ - 1 .1246 - 1246 - - -- - - - j - - _ 256 e4 4- �oo�E-,d s,G ,� J ; 1240 , ca 1248 ! PROFILE E SCALE ' -�-- _ " � ' . . . . . . . . . . . . . . . . . . . . . . . . . NORIZ. I 40 ' T. °� 1246 i VERT. 14 t ; . . . . . . . . . . . - 20+ 00 21 +00 22+ 00 i 23+ 00 24+00 25+ 00 26+00 27+00 28+00 29+ 00 30+ 00 31 +00 32+ 00 / E E5 L S T Go/vsTRvCTion! NOTES F�-?2 r7'RE T TRE PLANT Ll GG (. 444 Sr^Fr-r TA955 ^mg 7D AW P4,1OCO /N ACCORCPK VGE• N'!r# Clrr 1?RE5 ,607AN16,,V- N/tME COMMON XAM6 61014 5(ZE QU�4Nl(rY * sr�rdrt�50 60/. q X00' 2.ALL 5TREEr 7r�EE5 -IWI(GL! •yr/tKL7 ANd t°LrINTEO�tGCO�q'/V6 Tb G/rY r Q MEG,ALeuc,�4 L/�/.fR/FOL/A FLA�'L64F 20'0.0. 15 6,�tl.GoN 43 0 Q 57,'aNeO 60.5/4 qt 60-4,6 /t5 PArKlAfIrr 70 ff�tlQO.S�'tPa O/Gr�trES• P���BA�K jP 3.,tl/tC�f/LG M/XrU�E Cr/tLL.5r�1''EEr T?t9E5 -'W ALL Ave 911 m M.- � /QEGOMME/✓d�1r/ON5 40Ay/t6y'�'gvOM/G$�tGG�S�Efb7t J'fC//'c/V/5HE0 7b V' JIVE �7'r /N. EG�je 4 4, /VO 5J)eEcr T/QEP✓VYIAU.,"/°r.4N7ed Wtf r,Ve )W-' C&I"YMM of Me r)""< /5 � G40-1w/c MAIN/IWME feEr<3 9 m r"qw "=l cr- 9`�1C,5. t/NL'wss VOID THIS SHEET 7 n / o77fCP w! Korea O &pwar Maes,41 "A/EGr M INSPEGrION AN. R�Etdr�FNCC �'!r 0 SEE SHEETS 2 ,34 4 � � 3 �� ` - -FuTcaeE STiFFFT ry5 err ENcv1'�R. N FOR STREET TREES NOTES AND LEGEND41* r, � � �. T 2 c 7 's- ,V �� F WW A > st h - t+ 2I N,J�o`25�fO�ist/ u �C �N� / D o. 6Uo �f NIItDO(.E P 3 cv en' '{' h - - r..� Y 1D V�5 5,HF-ET MK TF- N 1 1 � 7 ASSo ala S • _ - TE h H DESCRIPTION of REVISION ()ATE APPROVE CITY of RANCHO CUCAMONGA I 9 Tp^ fir- A/ L T s, s 3 r / /`HC ! / o• 13270 _._ kf H 2/03C47'� 500 ' /88. 6/' 9544, `�' ELM AVENUE c; 7 2/03(ol 47" 4781 /80. 3 91 24 ' � R ST�REYT 7-/TE ' IOLA/V ® 3/0/3' /411 7-781 425.93 ' 217 371 STA. 20150.00 TO STA. 31+25.00 3/° 13' /4// 800/ 435. 9Z� 223 521 31,1131 /4�7 822 4479/ 229"71 CONSTRUCTION NOTES: APPROVED 8Y ' ATE ELM AVENUE GTY ENGINEER RCE No 249. 3 O CONST. 3" A.C. OVER 4 " AGGREGATE EASE. DESIGN MADOLE ASSOCIATES, INC. RECOMMENDED O CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303 . C_A•M. OF SANtERNARDINOCOUNTY - _ 1� ,�- �,C ,/r <«�,� �„s; ,�, xC �,,,rN ' ��� - _ � J• CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING SHEET O INSTALL 57rFT=7- L/GNT, LUMEN. J�1, B' Sag N.Mountaln Ave,Sults los C.A.M. UPLAND CALIFORNIA 91TH /8 0f- /9 ;N5TALL STREET L-/GNT 9.500 LUA,1i�N. PHONE 1 946 -1949 /4e/ a--- CnV5T. CATCH BA5//V >~� � CITY 5TD. n+G AD .594. HEC KED RCE No _� DRAWING NO. YAP- con/sT. L orAL L PRE-55/UV IC4 a' !'ER C/7Y 5m- L�WG A0 sie. - R='4' M D A T E /� FILE N o/t - /308 ° ELM S1 . PLAN/PRC. ILE - 1006 (0.27] PF : 101 252 25-Jun 87 09:31 AM o'? 9 i- v •1^ = z7.ss r y NiOi ,1-N .r . ASV�_,-+erF __• - 1 - . _. _._.-`-_____� ._..--.—_— -- .. _� --... __.- _._ .-• -�- __• _.--�.. _.-«__ -«-_-. . --. �_� - w ♦ N ��� '� i � ' � � . _ � li �'� � r � �� � . D� � � u� � (�� ?� R E N C H MARK . . . . . . . . . . . . . . . . . . . . . . . . . �k . . . . . � ,,L � O� � Q\ h QJ BENCH MARK NO 96-A o. r. `� 1 Q1! ,O t\I AT THE NWC OF HAVEN AVE. ✓>i 0 -_ II �� . I ! ✓� d `V (� �. . �c 1 9TH ST. , 4 4 FT. W. HAVEN Y ri UiP� `?#`• �`1 lit 3 G 8 3 FT. N . 19TH ST. , S F.T DRIVE PIN w/C.S . TAG IN TOP �a: AT THE E . END OF A HEAD WALL FOR 3-24" CMP- ELEV. 1430_686 12 44 _ . . . . . . . . 1 . . . . - . I 1242 2 40 . . . . . . . . 'l h /gip N . p/ �2E1 i -- + /HJT-AA! laC,u� ! h - 1 ;, _ } . . . . . _ . . . . . . . . . . . . . . . . . " . . . . . . . . . . . . . . . . . . . . 44 t i 12 -� � W r 1 , { , -- � I � � $ �o `I - , _ . . . . . . . . . . . . . a 1242 v �a o . - } �► � I � � - _ Q � I r . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . '1240 � �3. . . . . . . . . 1 . . . . . } . . . . . . . . . . . . . . . ` ;/G�r2- i . . . . . . . . . �c 9 mac. — Ace el c rN PR C�I L E' SCALE H0X IZ . 1 40 o i ;/2?.f� } . . . . . . RT I ,� 31 too 32+ 00 33+ 00 34+ 00 �� 35+00 �36+00 37+00 38+00 7 39+00 40+ 00 41 + 00 42+ 00 TiP,gC T 19270 q /8 CHURCH STREET 9h�EE7- 5 OF/gyp 4 � L� �J -j- i .�Po.�.PosFv 9TD,Pi'-1 OP4/Av _ , �� - ti ti� it N ' ��I�� + OG•00� � ti s1''� � j .� A. �t7 Ar q h �.4�P�/•PETE�t/T/Dit/ BAS/A/ � � u 5 PES ,vwG /t/0. t� g 1�z , 10 Ar � w _ n, A� Ic 7 n `l' -� ELM AVENUE 7 9 r I A', P o� I N rr �X VOID TRIS SHAT PER 'TR- No. 160101 by MADOIE CONSTRUCTION NOTES i ® A AW61A S • 4��t'� D VOID THIS SHEET _- = G SEE SHEETS 2 ,3,& 4 � � CONST. 3" A.C. OVER 4" AG�REC„1'TL saw. Olj�c-�� � / ,�'�••, � // ) �/ r /• �L( � FOR STREET TREES -CONST. SIDEWALK PER CITY STD. DWG. NO' S 310 i 311 . G ors �E`,P DESCRIPTION of REVISION -y GATE PPROvE T -- CONST. 8 CURB WITH 24 GUTTER PER CITY STD. DWG. NO. 303. � NOTES AND LEGEND � " CITY of RANCHO CUCAMONGA CDP s� m1� PLANT LIST {/E PA 7A EE,9 BOr'41YI4 4 N4ME C.OMMO/V AWB OPAC//Y6 .5/ZE Ql1 'r/Ty Tl�ACT No. X32 7O INSTALL STREET LIGHTS, 5800 LUMLN T-2 MSL,�tGEUGr4 L/n/�S e/FOG/.4 F[�t)IGEAF 20'0-c, lS 6�tLLCYV B ___ _ ELM AVENUE D/'4 '' 622, 1038 3H�. 70� -� CONST. LOCAL DEPRESSION CASE "A" PER CITY STD. DWG. NO. 518. 700011`1111 4 761 -584 221 334871 - _ 5 TREE T Ti'?5E /ALAN C� 70°�''�� 4/�� 500 �o/� J// 350 29� _a0/Y.ST/`ZUCT/ON/1�OTES FO�Z 5Th'EET TIAZ5 STA. 31*25.00 TO CHRUCH STREET C% /tGL .5J"JQE6T T/`2EE5 ARE I'V 00/ /N�4CGo�0/t -8 w1r&G'TY �> 97°,5J//Z7// 361 59 781 40. /<o� sr,41vzml v coy APPROVED 8Y ATE 2° /9'4<0�� 35� 5 0.2 9 30.60 t./tr.L srJ'cE�r,,04, F sr.+,reo Jwa Pt,�/rT�,+cco,Qo�Ns c/n- G T Y ENGINEER-�� RCF No 24.953 8 SlNvar+iSo cosR 0^ cos "/4tOK//W/rr 7b NAraScj11-w acmrss. DESIGN MAO AND ASSOCIATESINC.F� 84'�/�54�� 36 5 J 54 3/ 71 /,3� — ST���DR��RWA APPROACH P'Li� CITY �T7. DStiK, NO. J01�i. 1. f/GL . XT/J/� QORLL 5JI'rEET r1lC.9 .fyY/tl.L Se ?W^ 1?YE � RECOMMENDED C 93° �� 33� 56 /4 38 �J' Wj C.A•M. OF SAN BERNARDINO COUNTY EGOMMEnrD,hr/ON5 Ofitiv/t6�oN�MJG bo/LS ��Po/tr fUJr/�/SHEd G 4 INSTALL STOP SIGN PER CITY ST). DWG. NO. 402 . M TNF Orr /NS,-ac>�,Q. CONSULTING CIVIL ENOINEERING 02°3//44'� 77B 34. 34' 17171 4,/Yo.STREET TIS*1A44 AREF,0ZA vMV XYNERg 7#--CONXI 01- IN1g DRAW N AND LAND PLANNING- SHTE T 5r►9 N.Mountain Ave,Sult• ios 1- 1; .e !_f �BF�,.�it��',45� '8"�f� C'/Tf'ST.n Oi�!� , VO.S23 rk/�'k 1N�/�'TIYREL`R r C'1'J 70 7?4'E fR 4`wR�, C.A.M. UPLAND CALIFORNIA!1796 _ �F l9 44" 8221 .96 281 18141 &NLses or//eRw/s,E Norco. PHONE ,4y q -�` i4e� . C� 0;,"3/' 44 u BOO 116 3/ 17661 5. /4u -5rlvEEr vSEs^,4e AY&Av-T to 1Ar mmrtoN 1t10.tc4",vcc HE C K E D � RCE No MAY DR DR A W IN G NO. o?'7hw G/T)' cnfe,�MEE�• R.A.M. Lk A-M. TE �/�6��8 FILE No/3-7 - X30$ �0 - 1 006 10.?73 PF : 101 253 25-Jun-67 G9:35 AM / �ffFET l9 of �8