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HomeMy WebLinkAbout2116 DISK IN CONCRETE WING WA/4 STAMPD T TRACT O. 16181 I I CI O BRASS'S CUCAMONGA BM 10032 1987"E EAT COWRAUTORSM.B. 284/6°3-64 THE NE CORNER OF FOOTHILL BLVD. AND EAST AVE.,lIvENERAL NOTES: FRI VA TE ENGINEERNO 7 7CE TO II A.C. ASPHALTIC CONCRETE 5 FT SOUTH OF NORTHERLY END OF WING WALL OF �h k 'r BRIDGE ACROSS ETIWANDA CREEK. THIS PLANS THE CITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR .-I _ r I= w ,..; t f I B.C. BEGIN CURVE E IN ACCORDANCE WITH TH , WORK SHALL BE DON r= :, v ;: I:: ..tt •. B.V.C. BEG. VERTICAL CURVE 1. ALL W ELEVATION: 1195.43 SPECIFICATIONS STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF ;• <, < W, H ,.w� �-•�,, .� ��.� R f�. .� � � ,,., 0 CUCAMONGA STANDARDS, AND THE STANDARD K OF RANCH .� `� ':` - :I �: ,... r w�' • KNOWLEDGE, THERE ARE NO � B.W. BACK SIDEWALK / EAR/NGS S TO THE BEST OF OUR KN r- r.xa . . I I_. � ., a�a :: ALONG FOOTHILL BLVD. FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR AVAILABLE RECORDS, M 3 - (-.. ,3 .4x. ,_ x;y .;_ , c,y C.B. CATCH BASIN 1NE BEARING of N 89 11 35 E AL ADHERENCE EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE a.. I! ° ' .w ( AS SHOWN ON MAP OF T. 15711-2 MB 27911-5 SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADH r I .t �I . ., k i ': C.L. CENTERLINE SUPPLEMENTS. NTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 1 x , F... _ nx }z,; I ;...k TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE S CO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR '~ k f �''� E.C. END CURVE =1LE, f I (_ tteAa Aw py ._ U..._ .»a.:.... . .0....-.,a ' ._r„„,...,„g. ",'. +'` .._�c..a ;• _.mc':(!` 'c •1 E.P. N T 4._ ILITY PIPES I __....�.�__�� � �;_„.r_,., EDGE PAVEME POWER BILITY AND RESPONSIBILITY FOR THE UTILITY - 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR FURTHER ASSUMES ALL LIABILITY CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. ' �. I E.G. EDGE GRADE POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT C1 P11 E.V.C. END VERTICAL CURVE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN �' q I I C OWN ON THESE = „ - _ SH F L FLOW .., ,.� v..�;�� ,_..., _� .... . _ ���= . -�.�. " � -- ..n�. I f q� F.L. LINE ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ; ; I =. MIL AVE a � a>� :_ F.S. FINISH SURFACE S REQUIRED AT NO DURING THE COURSE OF RELOCATED, OR PROTECTED IN PLACE A Q FOR THE JOB SITE CONDITIONS D L I I `�' REMOVED, RELO RESPONSIBILITY r • OF ALL PERSONS AND 2 ,_. � �� �. , : �� ,. � ,M.:.�� �_. .n..., G.B. GRADE BREAK z COST TO THE CITY OF RANCHO CUCAMONGA CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY p , 11 ° " _ f v t S SLY AND NOT BE LIMITED TO ' H.P. TY THAT THIS SHALL APPLY CONTINUOUSLY `�� H P HIGH POINT a PROPER SHALL FAMILIARIZE ., .. , J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT G HOURS ANQ THAT THE CONTRACTOR SHALL DEFEND, ' . ::: �' - �, "� INV. INVERT i t E i �, ,., �_;. `t 1. tTJ RESPONSIBLE FOR ANY NORMAL WORKIN i1= I _, i �.,°. o, BE SOLELY ANY w._ �..,, E .: ; ., L ( r O.C. ON CURVE HIMSELF WITH THE SITE AND SHALL INDEMNIFY AND HOLO THE OWNER AND THE ENGINEER HARMLESS FROM / / z q R INDIRECTLY � ��.-� .w.�-�-� `=.w.,_..I, .,.� .. ,��.- ,.r...TM� � � ��~�r_ a ; � ,<., �.�_ t��.� I�. f..w._.... = P.C.C. ND CEMENT CONCRETE DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY 0 GED IN CONNECTION WITH THE g � .� �; � ,�� PORTLAND '�+ ,o AND ALL LIABILITY, REAL OR ALLE , r `r{.a,:;.l �.....,,,.r^:,g °.,y, ;. 1.R.:t':�. I......p.... m. .�t..<... ..,_ .. ._�: � .'^r?° �'T `.:�' / � W NOT SUCH FACILITIES ARE SHOWN S WHETHER OR N NG OPERA 11Y ARISI _ �m;,} ¢ � � �� .s awl �� .�,, f r f FROM HIS OP PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABIL PERF F:.; .t I ..e. I ¢. I Ij f CR} RIDGE LINE PROJECT SlT } B ,�,..,�,..� _ .¢ f... � �^ ��,..,v,µ a....,,4„.! a.. It.. � Ys ,f'��'+ l l ON THESE PLANS. ER OR THE ENGINEER. EGLIGENCE OF THE OWN "` I RIGHT OF WAY FROM THE SOLE N / , � RAW G e R # gg t.4 � TANGENT I r r BE OBTAINED FROM THE CITY OF RANCHO GucAMONGAN n "" / / � T.C.TOP OF CURB 4. A PERMIT SHALL SHALL Y OR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND / �' '' r_m� � �'�� ENCROACHMENT OR CONSTRUCTION CONTRACT . ��.., I= G DEPARTMENT PRIOR TO ANY Q � ,;, ,.. ..:..... .... .... ..., ----. SERIN r, -. _..,. -' �.�.w_.� ._apv. :...._m_� � _,�.� _...,,.�� -.�_... _. ._. ,.... ...M. . op d - _.__ ,' AF . ..�. _.....�.�.._ ���..k�.. ��_.m..... .N ENGIN ENGINEER PRIOR TO THE COMMENCEMENT , . '`�.. REPORT ALL DISCREPANCIES TO THE EN v a..f.. -a °.m �.M I _ ,. ____ ..... f ; /.�;.. / ...w. .. w..:._ � � .../.r.w.... .._._..� .s.W.,._y. W WIDTH FOOTHILL WITHIN CITY OF RANCHO CUGAMONGA EASEMENT OR RIGHT OF WAY. CONTRACTOR TO NOTIFY THE r. .., w...._ ._m._. OF ANY WORK. IT IS THE RESPONSIBILITY OF THE ��---_ - _ _.. BLVD `.`'„a, V VERTICAL DEPTH EER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE - - -�-�:.�._m�.:��� µ..ug._. __.�w��m.:._.._..__�. . �.�. ....�.M�.N_�., ..._. . 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. ENGIN ._w_m.® _ 590.69} INDICATES EXISTING ELEVATION CHESTNUT PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT OF CONDITIONS. _ �... _ __ �� .._ :. �__ _.._ _..wt .v.. ...... �.,:� ; ,�� __ �w - __...__ _w.. _.._.._ I I � - 590.69 INDICATES PROPOSED ELEVATION v CHESTNUT Q POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE STAKES MAY BE REQUIRED CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. - -� THAN 50 FOOT INTERVALS. ADDITIONAL PAVING 84200@ �- P •-•- d BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER .=.=.-! _ 2.1 W FOOTHILL BL VD INDICATES SLOP 44 VALVE BOXES, UTILITY BOXES AND LIDS, ETC. -! - ._v...,w __.__...._ AC PAVEMENT SEWER WATER ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, 6. ALL , �, , ._. .._._... .. . � -..-_....._. . ' �_ o MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. AC REMOVAL 7MMAS GUIDE PAGE 574 1-B 7. COMPACTION TESTS OF EMBANKMENT CINDEX MA PONSTRUCTION, TRENCH BACKFILL, ,,, GRINDkICINfff MAP COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED CUCAMONGA. A WRI7�-EN REPORT WITH f � EDGE OF PAVEMENT NOT TO SCALE AT NO COST TO THE CITY OF RANCHO EXIST.ST, R W SUBMITTED TO THE CITY ENGINEER EXIST. R/W CL / SCALE: 1"=150' THESE COMPACTION TESTS SHALL BE FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR NORTH I SOUTH SURFACING. { PAVING A MATERIALS REPORT SHALL BE SUBMITTED so' 50' ULTIMATE R/W EX. R W EXIST. R/W CL EXIST. R/W 8. AT THE COMPLETION OF , CL TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED NORTH SOUTH NORTH. � SOUTH TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT w PAVING. 47' ' - 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL EXIST. ® 6® 50' 65' 55' BE SUBMITTED To THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- VARIES VAR. 32't EP SIDEWALK 6' 13' 47' EXIST. TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EP ® EASEMENT 40' 1 10' 55' 32't EQUIVALENT OF AGGREGATE BASE. VARIABLE AC OVERLAY - 15' SAWCUT & REMOVE WITH R-VALUE AND PAVEMENT ' MIN.TYP. 1' MIN.,TYP. VAR. 4' VAR. 16,5't VARIES 7' 7' " 32't 10.PAVING SHALL BE PERFORMED IN ACCORDANCE W 1 , VAR. 25'-16' VAR. 30'-39' TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION w - 21 2 WMAX. 14.5'MAX. EXIST, VARIABLE AC OVERLAY OF THE STRUCTURAL SECTIONS. ' 1 - 1 7'MIN. EP 2' MIN. 16' " 2 t EXIST. AC PVM NT, o Z 3� 7 0.5'M I N. _ SAWCUT 11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONS/STS _ ____� SAWCUT & REMOVE SAWCUT & REMOVE E PREPARED BY REMOVING 2'3%3 - - -- ________________ 1' MIN.,TYP. & OF A ROCKY MATERIAL, THE SUB GRADE SHALL B _ __ ________ 1' MIN.,TYP. 3.5' 6.5' REMOVE ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR k � _ �--- ------------- -- ------- --- FINE GRADE MATERIAL OF ,, _____ �tI�°, 'E- --------------------------------- 30%,________ _ p 2, 2� _ 1 DNS SHALL BE FILLEQ WITH A ------------- "-- I I �~ DEPRESS/ �r� ��� I€II ;IC ICS _./ C _ - 2% _ •4oq f _� 1 w TO - R/AL. - ._ , ,u CCI ..wC?I. C I I . .! g_..... �..,_rv. I -______ Imo® . 3.10 ________ _ _________ : _-�-- --.- 3.20% QUALITY BETTER THAN THE NATIVE MATE I ... f f �_ _____ _ . � ¢ M.M. = W I I CW'711 __..:.I �..,... C,....I I G I .....0 _ _ _ _ ____ _ _____ - ___ _- _______ -_____ _______ w., !I€ �t� $Nax6F I I I3� Ee4 , ---__ -- ..--.-.............__.,, _ "._...... u......._. ........ ^. -GRADE A SOILS " ��"'"' -- --_ ___ _ "� ___- - ______________ • <_, s s. TO BE PLACED ON SUB-GRADE, gg ( _ _ _ F THE ASPHALT CONCRETE IS 9 ____ ___ 12.I _ G IMPROVEMENTS I f, w_- _._ �.._a g.._+....- L. .r .. ._„,.�I. ______ '� .._... ____ ROVEMENTS EXISTIN ___.. _, STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.G. AND P.C.C. PROPOSED IMP .._..,_._ _ ___�w...___ _.... ,.. I fi=_ _________ _ .-_..,.I � ww� I _.E I; ��� �;I=6 �s I �8..?; �.,� . ,.m .�.a _______� °I��.:.":.. � _� ¢ ...�... I_.__,_ ... m. 1 ..�_w .._, ... I ��� _...: �.m1 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED 7 L,¢ ��� _.m�n�� ¢� _: ��._�.L. ���a.--_III ._�m.l� I ..L� I s I .�_I I I � f �, __________..__ E FULL PAVEMENT WIDTH PRIOR TO PAVING. a._ I I l �I!L. wWI I# ..-,I I I. ._I i -�_....9= RATE FOR THE FOOTHILL BLVD SECTION 3 � � 3 13.ESTlMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE FROM STA. 347+71 .30 TO STA. 349+73.07 CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A NOT TO SCALE PROPOSED IMPROVEMENTS EXISTING IMPROVEMENTS BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT TI=9.0 R=72 PROPOSED IMPROVEMENTS EXISTING IMPROVEMENTS FOOTHILLSECTION SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. S7REET CON87RUC77ON NOTES OUAN77TIES FOOTHILL BLVD SECTION FROM STA. 356+75.10 TO STA. 356+90.10 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. (1 CONST 5" THICK AC PAVEMENT OVER 6" CLASS 2 AG. BASE 18,465 SF �- 1 F FROM STA. 349+73.07 TO STA. 353+03.07 NOT To SCALE NOT TO SCALE TI=9.O R=72 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 1 A CONST. 4 THICK AC PAVEMENT OVER 4 AG. BASE (MIN.) 9,023 SF RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 2 CONST. 6" CURB AND GUTTER PER CITY STD. PLAN NO. 104 425 LF TI=9.0 R=72 DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS (`) CONST. 8" CURB AND GUTTER PER CITY STD. PLAN NO. 104. 910 LF SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, 3 4 CONST. CURVILINEAR SIDEWALK 4" THICK, W PER PLAN, PER CITY STD. PLAN NO. 10J. 6,709 SF 1 < � l A NEAT CLEAN HAZARD _ P PER CITY STD. PLAN NO. 102. 1 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN (S)__CONST. HANDICAPPED ACCESS RAM RUCTION. SITE SHALL BE CLEANED102 LF / / ° FREE, ORDERLY STATE, THROUGHOUT CONST UPON REQUEST OF THE INSPECTOR. 6 CONST. CURB TRANSITION FROM 6 TO 8". ST. 8" MEDIAN CURB ONLY PER CITY STD. PLAN N0. 104. 1,690 SF �- °� W,Ly ELY BS PRIOR (D-CONST 0. 300 "W" PER PLAN. 1 EA EX. R W R/W R/W 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS - CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN N ULTIMATE. R/W 0L / TO FILL PLACEMENT. 9 CONST. LOCAL DEPRESSION PER CITY STD PLAN NO. 307 1 FA NORTH S0UTH 64' 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS 10 REMOVE R-1 STOP SIGN AND "STOP" PAVEMENT LEGENDS 0 S4 SIDEWALK w 60' 50' - 12' 20, CL 20' 12' PRIOR TO EXCAVATION. PHONE NO. 1-800-227-2600 11 INSTALL STREET NAME SIGNS PER CITY STD. PLAN NOS 401-A &� 401-B. 1 EA EASEMENT OORDINATED BY 1 - ��E PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. 12 INSTALL STREET LIGHTS 9500 H.P.S.V. BY S.C.E., PAID FOR AND C 6' 57 A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION EXIST. MR. JAMES FREI 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134 4 EA EP 0.5' 1 4' 7.5' 7.5' 4 ®'5 FOR BASE LINE ROAD CONSTRUCTION 14 ADJUST MANHOLE R/M TD NEW GRADE ,3 Eq 3' 2'-12'____.w_ 16.5 t VARIES 4' 3' 32 " 0 A 1 VARIABLE LEVEL LINE AC PAVEMENT 1 A 2% I 800 483-3000 15 - ADJUST WATER VALVE TO NEW GRADE 11 6' " 2% ONE COMPANY ) f w 2:1 MAX. 4,. � �* 1.7% SLOPE B. GENERAL TELEPHONE ( �`f� AC OVERLAY ----� .,-.1 7�� , 2'1 MAX. FOR UNDERGROUND SERVICE 16 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. SEE LEGEND 0.5' ® 6.5' 10' A&cuT 2 SLOPE _ EXIST. REMOVE BUS BAY EP 1' IN,,TYP, •,. G. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 17 CONST. BR/CK &• MORTAR PLUG 1 LA MIN• 2 MINW�UT � T . „ I SA , : CONIC. �._ GONC.cuRB CONI. CURB 4 CONIC. 1981 W. LUGQNIA AVENUE 18 CONSTRUCT 8 A.C. BERM PER CITY STD. PLAN NO. 104. 203 LF & 1 MIN.,TYP. SIDEWALK SIDEWALK EDLANDS CA. 92373 4. REMOVE 1 I & GUTTER � � & GUTTER R , 1 g CONST. COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 101-C. 996 SF W=6' 2 1 2 1.90% TO 1 1% IN. : 4 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 20 CONST: DRIVEWAY APPROACH PER CITY STD. PLAN N0. 101-A. 8" THICK (W=PER PLAN) 142 SF ---- ------------------------------ - __ ___ _ CORNWALL COURT 10440 ASHFORD STREET ® 2 30% -----------------------------------�� ' ' -- - --- ____ CUCAMONGA, CA. 91729 (� CONST. LIMITED ACCESS PER CITY STD. 105-C 26 LF ---_ . ^� - -- --_ ___ _ --------------- RANCHO ~ 4 ...14 700 SF ------------------ 7 I Ci.-• �� I{ � .1., Et Ifl .f ;� ISECTIONTYPICAL E. METROPOLITAN WATER DISTRICT (909) 776-2664 22 SAWCUT�REMOVE EXISTING AC PAVEMENT �w I, ,,� t,. a << w_,I¢ NOT To SCALE JOE MIRONE CONST. 0. 10' MIN. VARIABLE AC OVERLAY. GRIND 0. 10' MIN. 22,292 SF 7 WATER SYSTEMS OPERATIONS GROUP 35 LF 154 24 -REMOVE EXIST. MEDIAN CURB T.i.=6°0 R=72 F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 2 CONST. CONCRETE WALK W/ BRICK BAND, SEE SHEET 5 FOR DETAIL. 737 SF 7951 REDWOOD AVENUE FONTANA, GA. 92336 26 CONST. STAMPED ASPHALT PAVING, TO MATCH EXISTING ENHANCED A.C. PAVING &' LOGO 2,805 SF PROPOSED IMPROVEMENTS EXISTING IMPROVEMENTS WITHIN AREA OF ROUTE 66 (FOOTHILL BLVD.) FOOTHILL BLVD SECTION G. PACIFIC TELEPHONE COMPANY (714) 999-5639 HAND/CAP ACCESS RAMP PER A.P.W.A. STD. 111-2, SEE SHEET 5 FOR DETAIL. 2 EA. ® ,rt o (�CONST. 00 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 28 calvsT. BUS BAY PER CITY STD. PLAN N0. 119 1,392 SF ° FROM STA. 354+23.07 TO STA. 355+73.07 r T . war � T i APP x 'd SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN L T EL T L/ / H NOT TO SCALE REVISE EDIAN CURBON H . • R ISE SIGNING AND STRIPING PLAN INSTALL l ( N sE s 'E REVISE rT& E PP ON LT PAVING R /sE uA rrrlE AsNOTED THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS@�__ Y . . / / YDEVELOPER INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE TI=9.O R=72 1 SHEDS 2, ,�, PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO T. / . . STD. 111- IFI DESCRIPTION THE SATISFACTIONOF THE CITY ENGINEER. F l _ Q REVISION DATECONSTRUC77ON N07ES FOR IS TREES: N07F - APPROVED -1 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, S TORM DRA IN CONS MUC TION NO hES 0 UA N TMES ET SIGNS AND FIRE HYDRANTS NOTIFY METROPOLITAN WATER DISTRICT, TWO (2) DAYS PRIOR TO ANY CITY o� RAIN' CHO C THE INSTALLATION OF STREET LIGHTS, SIRE , SHALL BE LOCATED BEHIND THE SIDEWALK. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE 35 INSTALL 30" RCP ("D" LOAD PER PROFILE) J1 LF WITH CITY STANDARD PLANS WORKS WITHIN MWD EASEMENT. CONTACT JOE MIRONE-WATER SYSTEMS liz 36 INSTALL 24" RCP "D" LOAD PER PROFILE) 77 LF 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN OPERATIONS GROUP at TELEPHONE NO: (909) 776-2664. An 16882 Q)( TKA V T I AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE FOOTHILL BOGLEVARDs CORNWALL COURT (:2 CONSTRUCT PIPE CONNECTIONS TO EXISTING STORM DRAINS PER 2 EA CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT CITY STD. PLAN NO. 328 CASE 3 DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, 78-v RCR STORM DR41N PER IsTREETAIPRO T 0"m 3$ CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN NO. 331 1 EA AS DETERMINED BY THE CITY INSPECTOR. DWG 1693-D. SHEET AA06 f7 AND 21 OF 7, %VTORN DRAIN PLAN E ING SUR VEY MONUMEN TA TIONAST39 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN NO. 329 0 EA J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. ® ° I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD 40 INSTALL BRICK AND MORTAR PLUG 2 , 200 THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY 4. STREET TREES ARE TO BE PLANTED PER PUBLIC a�--- -... APPROVED B Y: � DATE EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS. IMPROVEMENT PLANS ONLY. 1 CITY ENGINEER RCE: 24953 QNA� Underground Service Alert ; EQ BY THIS PROJECT o N Y '� W DESIGN RE ENDED THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURB � h% L.61 ,S S BOTANICAL MIN.GROW o STREET NAME NAME COMMON NAME ,PACE SPACING SIZE QTY. No 3663 A D L E 4SS AUTO CENTER DRIVE TOLL FREE �x3 � SUITE zaa NO. 7635 MAGNOLIA G. a� �� DRAWN ® ONTARIO,CA 91761 SHEET 51 DATED: _-- -_-___ ------------ ---------------------- Exp: 12-31-2006 * CORNWALL COURT 'ST, MARY' NCN 3 FT. 20 FT. 0.C. 15 GAL. 10 �; - 909.937.9 ANTHONY HA L.S. NO. 7635 -- __ - - MRICV/DJ ® � En � erin co unities for Life www.madoleinc.com ®F OR 2600 S�. �P q CHECKED RCE No 36637 DRAWING No. OFA\ TWO WORKING DAYS BEFORE YOU DIG DAT FILE No 11 PROJECT SHEET NO. __-_CSF-- J:\126-1833\streets\Offsite-Rev-02-23-07\stOl.dwa.3/1/200712:34:43 PM.CGb _4--------- ............ --------------- ............ .......... BENCHMARK ...... 2"BRASS DISK IN CONCRETE WING WALL STAMPED "CITY OF RANCHO CUCAMONGA BY 10032 1987"AT ............. 7 7, ......... 5 FT SOUTH OF NORTHERLY END OF WING WALL OF THE NE CORNER OF FOOTHILL BLVD. AND EAST AVE, . ........... ............... ----------- 7 RWANDA CREEK BRIDGE ACROSS El ELEVARON: 1195.4J ........... _-------------- 7,7_7", 7: BASIS OF BEARINGS 7:77t=_�77 THE BEARING OF N 89' 11'J5*E ALONG FOOTHILL BLVD. 7'1 7 AS SHOWN ON MAP OF 7R. 15711-2 M8 27911-5 "_7 -------- 7, 7- V LL r 777-7--t-7 0 L 104.Ln K�7—7 7r tic) c L r 94 j 77— L2 7�j _7 OFIL 4— A^4 IF mu PLAN 1 40 Aft ff 2 ff 89 8 + 4+ 0 3 7+0 3 4 +0 0 50+0 00f 570+U'aft 0% 3 52+ 3ft 53+IRRIGA TION SLEEVE 1-6 PVC SCH. 40 LINE SLEEVE s A L E I N FEET CURVELINEAR SIDEWALK 1AV10TES 0 40 80 120 160 & 1-2" PVC SCH. 40 WIRE SLEEVE CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD. DWG. NO. 114. DENOTES PROPOSED LOCATION-SCE POWER POLE CMEAW TAaE THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF THE FINAL LAYOUT OF CURVILINE4R SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS DENOTES PROTECT-IN-PLACE 0 DR TA/a EMW RADW L80ff. TAAGBVT 21 NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR N 87*58;59;; E 4J6. 1J AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS INSPECTOR SHALL DENOTES POWER POLE TO BE RELOCATED BY SCE =244=96= BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE 5p N 89-1 1'J5" E 2J6.00 6p 14' 6p 5 # U 13 - CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO DENOTES TO BE REMOVED N 89-5542" E 2J9.72 :cu�k SETS OF REDLINED PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE 9 1 7 SAME TIME THE 48 HOUR NOTICE IS GIVEN TO THE CITY N 89*11'35"' E 600.00 8 9 x Y 17 ii x 29 29 N -I 1'J5" E 495. 10 x 18 x 89 ZL CID __j ��R gag Z>_ :1z Y W z W Y 13 X 0 Qyt [__ Z� c) Qr -I<�3 r-, cd Ltj N D L-.Q LQ rD LQ L ITRA C T NO. 16882 NNO N U czi CN LQ (6 IC:) SIDEWALK EASEMENT LINE A LLJ Lo k�: E T1 WANDA VE. W C, rn U) EXIS T JO' M WD ESYN T 5 SEE PROJECT ca �j DWG. NO.:7 1468,� I—EXIS-T 14*"--MW9- W4-TER w vv UL T1MA,7E__,,, ASPFI ExIsT EPRESSION CA TCH BA SIN I LOCAL D EXIS T Rlw SCALE- 1 10 (CA SE A) rn LQ 18 Uj -4 A T r w w �7 EXIST 7 L4j _x t: EXIST 78 S,D. Uv _"7*_UU_/11�_3494QO 348+ 0 x�x :4 %_Q_LAj UO" �R OP., 16 WA TER­ 7-EXI' X 0 346+00 N CURB___N EXIS T 6 MEW 34�+00 75474700 L /7 + 7 +00 c 7 t 4 __119 4 --&K/ST EP LO ',EXIS T TEL. EXIST TEL. Ln 6 T 7— EXIST AC BERM ....................11-1 T_. '�v 1 <7v EVS L L Qr REMOVE SOUTH MEDIAN CURB FROM SIA. J46+28 TO STA J53+00 -7 eH v 0 ........I—' RECONS7RUCT NEW MEDIAN CURB & PAVEMENT ACCORDINGLY Uj REVISED STREET LIGHT & ADDED GONS77?UC77ON NOTE -7-07 EXIS T WA TER �a w LO pr L DESCRIPTION of REVISION DATE D M IN REMOVE & RECONSTRUCT SOUTH MEDIAN CURB FROM STA. J46+28.00 TO STA. J5,3+00.00 CITY of RAIN PRI VA TE ENGINEER S NOTICE TO CONTRACTORS STREET CONSTRUCTION NOTES NOT: TRA (`%f T 16882 CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH FO 0 THIL L BL VD STD. DWG. NO. 114. THE GENERAL LINE AND GRADE SHALL BE AS NOTIFY METROPOLITAN WATER DISTRICT, TWO (2) DAYS PRIOR TO ANY SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF THE FINAL LAYOUT OF 10 CONST 5" THICK AC PAVEMENT OVER 6 CLASS 2 AG. BASE INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. 40% TREE IMP VEMEN Omw PL Am N CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD AND ADUSTED AS CONST 8" CURB AND GUTTER, PER CITY SID. PLAN NO. 104. 17 CONST BRICK AND MORTAR PLUG. WORKS WITHIN MW0 EASEMENT CONTACT JOE MIRONE-WATER SYSTEMS FOC19%THIL L BL VD NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC (�?)_111� OPERATIONS GROUP AT TELEPHONE NO. (909) 776-2664.4 CONST CURVILINEAR SIDEWALK 4" THICK, W PER PLAN, PER CITY STD. PLAN NO. 103 (18 CONST 8" A.C. BERM PER CITY STD. PLAN NO. 104.WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO F STATION 347+31.30 TO STATION J5J+00 INAL CONSTRUCTION. It THE PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM 48 HOURS ,,,,,,,,)(:�)__CONST CURB TRANSITION FROM 6" TO 8 . CONST DRIVEWAY APPROACH PER CITY SID. PLAN NO. 101-A; 8' THICK. PRIOR TO ANTICIPATED FIELD INSPECTION. IN T HE EVENT MAJOR CHANGES ARE CONST 8 MEDIAN CURB ONLY, PER CITY SID. PLAN NO. 104. EISIS Y: DATE: 1(41107 PROPOSED TO THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF CONST. LIMITED ACCESS PER CITY SID. 105-C RED—LINED PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED CONST CURB OPENING CATCH BASIN PER CITY SID. PLAN NO. 300 "W PER PLAN. CITY ENGINEE SAWCUTIREMOVE EXISTING AC PAVEMENT Underground Service Alert (p R RCE: 24953 AT THE SAME TIME THE 48 HOURS NOTICE IS GIVEN TO THE CITY CONST LOCAL DEPRESSION PER CITY STD PLAN NO. J07.INSTALL STREET LIGHTS 9500 H.P.S.V BY S.C.E, PAID FOR AND COORDINATED BY A CONST 0. 10' M/N. VA RIA BL E A C 0 VERLA Y GRIND 0. 10' MIN. CALL kv :�o DESIGN RECO DED �4:4 3' No. 36637 Ss THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION REMOVE EXIST MEDIAN CURB A IeD 1455 AUTO CENTER DRIVE MADOLE SUITE 200 INSTALL FIRE HYDRANT MARKER PER CITY SID. PLAN NO. 1,34 CONST CONCRETE WALK W1 BRICK BAND, SEE SHEET 5 FOR DETAIL. DRAWN ONTARIO,CA 91761 SHEET 1 -800 909,937.9151 'fl www.madoleinc.com 4 tie ADJUST MANHOLE RIM TO NEW GRADE CONST STAMPED ASPHALT PAVING, TO MATCH EXISTING ENHANCED A.C. PAVING ir c MR f tN Engin rin omm tes or & LOGO WITHIN AREA OF ROUTE 66 2 —oF--R— ADJUST WATER VALVE TO NEW GRADE FOOTHILL BLVD.) >�� 9 INSTALL STREET LIGHT PER MODEL 39CT29 (JOJI) ELECTROLIER WITIv MAST ARM _.E No 36637 DRAWING NO. BY S.C.E.; PAID FOR AND COORDINATED BY DEVELOPER EFORE YOU DIG r7777T7= 7777T7- r t D AT FILE No 2116 TT HEET NO. J:\126-1833\streets\Offsite-Rev-02-23-07\stO2.dwa.3/1/2007 12:17:46 PM.DJ . .......... OENCHMA RK 2"BRASS DISK IN CONCRE7E WING WALL STA 77-, "CITY OF RANCHO CUCAMONG4 BY 10032 1987 AT ......... ........... ....... THE NE CORNER OF FOOTHILL BLVD. AND EAST AVE, --------------- --- 5 ff. SOU7H OF NOWHERLY END OF WING WALL OF BRIDGE ACROSS E77WANDA CREEK ---------- ELEYARON: 11 .4 ................. ----------- SIS OF BEA ------ BA ............ ........... THE BEARING OF N 89' 11 J5 E ALONG F007HILL BLVD. ........... 'HOWN ON MAP OF 7R, -2 MB 27911-5 15711 ------------ �.......... ,"-,-------- ----------- ...... (:�7 ---- -- L ............. ............... ---------- ..............------- ............ ....... ...... F ........ 7!K .......... ---------- .... .......... 7P ......... ........... ...... .......... ........ 71-7r V; -I .......... _0 ....... �A ...... .............. -77 .......... .. ............. A--- ff jlff 3 kN 1 7U+VLf 77+t/v 13+t/w ff BE 2 Aff 356+tiv %358+00 359+utl 3 53+0 54+ 0 Z9%5 5+0ft SCALE IN FEET IRRIGATION SLEEVE 1-6 PVC SCH. 40 LINE SLEEVE 0 40 80 120 160 12 1..... Sl-A I I I I I � 111"', 19 LE. 1 40 x & 1-2" PVC SCH. 40 WIRE SLEEVE DENOTES PROPOSED LOCATION-SCE POWER POLE P__LLj DENOTES PROTECT-IN-PLACE LO ce ONO 0 BE RELOCATED BY SCE U DENOTES POWER POLE T TRA C T NO. 16882 + Q) TYP. F 000"THIL L B L VD a, 10 8011 DENOTES TO BE REMOVED 29 x 16 TRO N �X,Y W Y w x SEE L EFT LO Y L-JA � c):: Qt:: C_-'�< I I I Q_ w LO QL_ LQ -Z�Q ca L.Q LO QL LQ �6 rz__j 1j C_� LID Q) LO :z L Qs > lk 01 .-I - (z) (z) I-Q) Q5 (3 Q) "ql CORNWALL R ql 0 CKS __j I_z In �13 N3 Qt� Q) Q) n . I Ca L n + + -r- -i- 4 LQ V) IQ L0 400 "'URT :s:: Lr) Ln In Ln EE Gn Q2r + >< c::)('j 'T 00 3 10� I t 0,48 12+ LO In LO LO Nt_ Q) LO Q) Q_ Lk: X CL CA- Lo .......... + -"9)VN I T 10+00.00 CORN L4j J65+25.10 FOO I VD. 7 7YU-5 EXIS T JO' CL IN T 9-Z�L_ 5.......... .............. WALL :777777= :7!77=' UL A, 7 4 6 �A P-E-R- Al 'C V .2............ T7 G 1.4 > LO `�� EXIST S,D. �IEXIST Gt­-PI 7� (:::)u -_;KUQ t.Lj�6 ---------- EXIS T GA S. SA WCU T LINE 4�51 28+14.79 CORN 358+00 =J56+79.19 FO L CROWNL.. 0 Cz C\j 0 z2_\ 2\ zL %JU LO EXIS T EP --EXIS T EP A .. ..... ............ ............ ------ 7' .... ...------- C1C 7 ........... ...... ....... ------ ------ 17 4r- ...... _Z-EXIS T R/W + x --x -7 WA7-r1_^MeSY5(Z!' W17H 2( 6 �66r 41al s)Qr- Aw rNSrA44 200 WA 5?2q_4ff 2Z 1-1 & SOU TH /A CURB AN G//r OlVekl5r. rl= _&Y mw REMO -NORTH AND SOUTH MEDIAN CURB FROM STA. J53+68-00 TO STA. J5J+68.00 TO J55+ zm H MEDIAN CURB FROM 1�_ 0 RN W TA. J55+75.OZ REMOVE & RECONS7RUCT SOUT 75.0711 ALA= co STA. J5J+70.00. RECONS7RUCT PAVEMENT ACCORDINGLY r< CORNWALL 1-:Q) SIA. J5J+OO.00 TO REMOVE & RECONSTRUCT SOUTH MEDIAN CURB EaISED CURB RAMP. CU%E TABLE Q) �0 SEE PROJECT SHEET NO. 2 FROM STA. J5J+00.00 TO STA. J5J+70.00, N07E CURVE TABLE LR�ISED STREET LIGHTS DEL TA RADW LENGTH TAAGBVT 17 NOTIFY METROPOLITAN WATER DISTRICT, TWO (2) DAYS PRIOR TO ANY RAM U30TH TAAKENT D WG. NO. 338 5.01 M TA 111.65 10.01 14 WD EASEMENT CONTACT JOE MIRONE-WATER SYSTEMS DESCRIPTION of REVISION DATE 14 In r< 18* 54'4 1 J20.00 105.62 5J.JO =.37 cp) WORKS WITHIN M -2664. L A 0 k Fjo JO.J7 _" UCA 1GA Z46 -_161 0- UP 'AT TELEPHONE NO. (909) 776 212'07 38.00 140.68 1J1-98 `NH0 m IN 2 OPERA TIONS GRO 0 12*40 49 27J.JJ 60.49 51002'11 100.00 1 89.07 47.74 CITY of RAK 1 12*40'49" 1J6.67 JO.25 15. 19 zft low 18055'29" 92.5 JO.55 15.42 1J4 ?-=,-oLAco Ev.5 r, 7o wA;rr T R A T 8 2 1 FOOTHILLAN. BL VD INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. s r/m s r i-/GI-17, w1r1?(2oo wA7r LAE TAaE 1L__ ff a "TREET IMPR" VEMENT PLAN J5.00 ADJUST MANHOLE RIM TO NEW GRADE 0 V 90000,00" J5.00 54.98 STREET CONSTRUCTION NOTES LAMP OY SC,6=- . SEMAIG 1^ 11 - ADJUST WATER VALVE TO NEW GRADE 0 (j THIL L BL VD 30.00 A 8 90000,00 30.00 47. 12 4�(V- M5 ,41-4 2oo wA77 r/wEr IF +Op% To S111 ATIO A 1 360'%+00 9.81 CONST 5" THICK AC PAVEMENT OVER 6" CLASS 2 AG. BASE 16 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. NO-4825 w 5,3.22 STA TION J3 U A N 100.00 19.56 ucgr o1v E)rls-r 1=oymR f 11'12'24" 2.00 5.J4 8.j5 1A A"RNWALL "URT 153*02'43 CONST 4" THICK AC PAVEMENT OVER 4- A G. BASE (MIN.) (2�_INSTALL W5J SIGN & POST (NOT A THROUGH STREET) BY S C�5, NO*4825 w 'T'A C;(j (;(j 1� CONSTRUCT 8 A.C. BE 104. SMEEr 41W 200 IATION 10+00 STATION 12+34.25 CONST 6 CURB AND GUTTER PER CITY STD. PLAN NO. 104 RM PER C17Y STD. PLAN NO. s LIAE TABLE CONST 8" CURB AND GUTTER, PER CITY STD. PLAN NO. 104. CONST COMMERCIAL DRIVEWAY APPROACH PER CITY STD. PLAN NO. 101-C. 9118 XING "W04MM6 WAY %fASr iss DATE: 19F.Al AW C-4-�; PPt) MIR MD APPROVED BY: CONST SIDEWALK 4 THICK, WIDTH PER PLAN, PER CITY STD. PLAN NO. 103. RCE: 24953 BE4RW DISTAA(CE CONST DRIVEWAY APPROACH PER C17-Y STD. PLAN NO. 101-A, 8- THICK. CITY ENGINEER -35 00 CONST, HANDICAPPED ACCESS RAMP PER CITY STD. PLAN NO. 102. Underground Service Alert A- -7- '25" E SAWCUT IREMOVE EXISTING AC PAVEMENT RECW DED N 82*02' DESIGN NI 40.00 55 6 CONST CURB TRANSITION FROM 6 TO 8 CONST 0. 10' MIN. VARIABLE AC OVERLAY GRIND 0.10' MIN. --------- CALL w-t ��CONST 8- MEDIAN CURB ONLY, PER CITY STD. PLAN NO. 104. C3� No 36637 1455 AUTO CENTER DRIVE 4 REMOVE EXISTING MEDIAN CURB MADOLE SUITE 200 oo N. 1 .1, �I- . 0 91761 N 89-1 1'J5" E 68' 8 CONST CURB OPENING CATCH BASIN PER C17Y STD. PLAN NO. JOO "W PER PLAN L, DRAWN ONTARIO,CA SHEET AL 5 FOR DETAIL. 1 909.937.9151��CONST LOCAL DEPRESSION PER CITY STD PLAN NO. J07 CONSTRUCT HANDICAP ACCESS RAMP PER A.P.W.A. STD. 111-2, SEE SHEET 1 -09"100 \ez, cj"m MRIAIICV m of ip An life www.madoleinc.com N 89-1 1'J5" E 70.00 .. I En in rin 3 -OF 6 -B. ALL STREET LIGHT PER MODEL J9CT29 [j0J1 ELECTROLIER WITH 6' MAST ARM ke tuf -00, 11 INSTALL STREET NAME SIGNS PER CITY STD. PLAN NOS. 401-A & 401 INST 36637 N 89*1 1'J5" E 10. &;�_ V� No a_ 00 (��_INSTALL STREET LIGHTS 9500 H.P.S.V. BY S.C.E, PAID FOR AND COORDINA TED By &�@��BY S.C.E; PAID FOR AND COORDINATED BY DEVE OPER. DRAWING NO. N 89-1 1'J5" E 155.00 THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION CONSTRUCT HANDICAP ACCESS RAMP PER A.P.W.A. STD. 111-2 MODIFIED, SEE SHEET 5 FOR DETAIL. TWO WORKING DAYS BEFORE YOU DIG DAT FILE No 2116 777 7777777- N 7,9'J6'01" W 21.54 PROJECT SHEET NO ----OF--- JA1 26-1833\streets\Offsite-Rev-02-23-07\stO3.dwo.3/1/2007 12:19:05 PM.AE1 AMCHOR THE POLE ANO BASE PIM-E T BENCHMARK 2"BRASS DISK IN CONCRETE WING WALL STAMPED 'CITY OF RANCHO CUCAMONGA BM 10032 1987"AT (2)ADJ. PAVING W1 EXPMS16N JOINT THE NE CORNER OF FOOTHILL BLVD. AND EAST AVE., 5 FT. SOUTH OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS E7IWANDA CREEK. FDOTING SEE FOOTING ► nLL EL.EVATION.• 1195.43 ff DETAIL BASIS OF BEARINGS 1 THE BEARING OF N 89' 11 35"E ALONG FOOTHILL BLVD, AS SHOWN ON MAP OF TR, 15711-2 MB 279/1-5 , 41C TO 9 ..._ Q y� py gyp n� f . �? ® a r` F •C mi£7 �`��Si kd� moo+. •�. r^ .... .................. q TRA 1681� u�: . .Lil;rur. ....... .. .... .... ......�� -,. ..., .«.,...,,.,.,.,,,,.� � ® s'�"" ,,. ... '� PER T 82 4, •• a. s►u�: .t. ...•� i� L-44 -rte:.. .. ..«. �. tua pt ` , E�- ,.-..^.s:.x , , .. , . .- .. ..., ., .... APE �, a __�B_ _�� h a PERIMETER LANDSCAPE �- ������ t � `� ..a�-� .. , " Q W� PLANS ., ....,«, ... - ... ..,��,.M_:.., ., .,,..«..,.,...... ,.,,..,.« ..,,..,, ,., .......... .. .... ,«, ,.. .. .. � Wig:. . �• .': —.........®........,®®:i....,........— ,... , ?'RYT "^"'t*Y^!tP^'t^t*YfTTMttx:s': - , . ..., ,.,,.,, , ,. .,_.'." .---•-...,.,—.,,.�,:. —ter.-_.,� _... . •.•z' Y9 .._.._,.. _..*tea....«.�._...—.�.,�— .. , ° ,««,,...«....,,.,,. ..,....... 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'i t�.i„Ftttti,ti I-,i.1�1i<t,,tf;t.uu w., Pn „i�f .t ti 1,,it„„ui7; ..:,,,..�w...,..., �.�..,,«,,.. e 4 m a -R .. m o , bA t .. .91EIR10 SCALE � • .� - � . D ”SON ` SEE CONCRETE BOLLARDS WI TH RIC CAL-E CABLE SEE DETAIL BELOW LOGO ROUT E 66 B REE Y ST / ,� BEL L ., SHEETL SEE F --- , SCALE. N.T.S IL " y 26 . - 'SEE-NOTE•1. . VARIES— SEE P LAN ... . :. _ ?C }F Y NOTE 2 SEE FOO THILL BL VD. MEDIANFOOTHILL — EE LAND LANDSCAPE PLANS ­..111-1:l � . . NOTE 1) STAMPED ASPHALT PAVING. BY Gee<Fac� sTREETPRINT PAVEMENT TECHNOLOGY ! •.- • ;'� , ° i '`•� • CURB {�.�. Z`—EXIST E.P. PROVIDED BY THE MARK COMPANY `��'* ` •` "" •- - '� ('714)685-3462 IN HERRINGBONE PATTERN. `` t 4 FSR 'XABLE••E �� uE a $ ABLE 1 -Bnl �. �� vCR ®nni ir+rc TYPE* (SEE SHEET 5A) ENHANCED10A WNG DETAL 5 CONST CONCRETE WALK W/ BRICK BAND, PER DETAIL HEREON. - -.,� - AVtA SEE « $. .� . PARKWAY SCALE: 1"=20' E C F CONSTRUCTION 26 --- CONST. STAMPED ASPHALT PAVING, I _ ' �'PATTERN AND M I •i MIR. �I 2X MAX. T 1 �+ 4-” THICK mmm Lq E FOR X VALUE SEE TABLE 21. BCR a ,^4 RMAR *e 12.4" � . . p . StE NOTE i• • COMPACTW GRADE ' (95X REL , SOIL _w rya �- SE 4 'ioTE 2 ACW. O.G. PAMING. HOLD @ BELOW TOP OF • s� K BMD _ SEE DETAIL 2 ON .. _ THIS SHEET . W w w f CURB FA64WCURB -P - BRICK BA ND DE T LOCATE OUTSIDE OF THE mm 2 EASEMENT -._.-_. _..-,_ EASEMENT r � - TYPE •CONCREff WALIk � . MWD EASEMENT SCALE: N.T.S. (F Y' _HH 77`7 w. SEE LANDSCAPE PLANS FOR CONSTRUCTION CASA FACE OF CURB PLAN VIEW FACE OF CURB BOLLARD fQR-1B BY QUICKCRETE Y2" DIA. STAINLESS STEEL CABLE. CABLE TO END SITUATION: CONTRACTOR TO 40 #3 RESAR 0 24" O.C. BOTH WAYS � DEEPEN FOOTING ONLY AT BOLLARD (951) 737-6240 HAVE A MAX. OF 4 DEFLECT/ON (OR SAG) TERMINATE THE CABLE ENDS WITH FOR CONCRETE WIDER THAN 48' AS SHOWN. SEE PLAN FOR LOCATION TEXTURE TO BE T-2 BETWEEN BOLLARDS SPANS CONTRACTOR TO SURFACE MOUNT 'HIDE A THREAD' TOP COLOR TO BE "WHITE" PROVIDE APPROPRIATELY SIZED INSET SLEEVE HAT CABLE SYSTEM AND (2} 1 " (2) 1/2" D/A. x fi"L. STAINLESS STEEL l2! BOLLARD SET ON 1" MORTAR BED. ON ALL BOLLARDS PROVIDE l�" WIDE X " STAINLESS STEEL WASHERS CABLE, ANCHOR BOLT EMBEDED IN 2" DIA. x 5" CUT PAVER TO FlT AROUND THE DEEP COUNTERSINK ON OUTER SIDE OF END WASHERS AND TOP HAT SYSTEM AVAILABLE DEEP GROUT POCKET BOLLARD. PROVIDES ADHESIVE PER BOLLARDS THROUGH PRECISION CABLE AND SWAGING MANUFACTURER SPECIFICATION -; ♦ '. :STS b f? 800-321-3484. ASK FOR TOM DUGAN. IC - � 10' '� 10, � 1Q, ? 10' ? l0' ? CURB RAMP' . :... SHEET 4 OF 10 o•G. (TrP:) o.C. (TYP.) 0.C. (TYP.) ' o,G. (TYP) 1 0.C. (rYP.) 8 3 •-- ' � ` 3 2 2 2 2 2 11 " ^`, cam. uarma«^-eeimrx::rsuxm:re�:xsrurr.,^r�vax.^srvax rrs.ry »,..xsen s:am:wu,.,_c«vz.,.vx•.c;ttxrv.;,car r"wns-.a.r. " :._�aca;:aav- s�„srm^xima..�aaccarr aa•a...:,:srx:...w see.:rz..:....as«,x�^:ay.:♦xrn ,,,:..me mr..� _,-.ur:._« .__.;;.-asc nixz„.,mxac�re�«s:,:m=axrn.ra«:.-.:. _:sv,^:�.tt.;w,_.... .^»m,�a.ua..v..rssn,_..rra.'�-ua,xc .,., x._, .. . e .. ., _x _ .;. . F. v ,. . • .Y:r. u . . TRANS/ CURB . ._ RAMP F.S I t ADDED CURB RAMP DETAIL 3 ELEVATION VIEW I � RETA—rNING rvd_.� rv. _._, ::t: _.__ __.__ ___ ____ ..n....�_..__ DESCRIPTION Of REVISION DATE APPROVED CURB CAELE TERMINUS � CITY ORANCHO CUCAMONGA 10%ONCRETE BOLN ARDS WfIrki 1%A LA 3/4® SCALE.. N.TS. TRA C; 16882 7 5 SLEEVE (TYP.) RAN (FOR REFERENCE ONL Y° SCALE.• N.T.S. ' M= As ARM SEE LANDSCAPE PLANS FOR CONSTRUCTION — _ ---- DETAIL SHEEI a ` ` w RETAIN/NG • �� CURB } 4 18" P U C T S A F. "• t w pt K t v _ SECTION VIEW . . _ APPROVED BY: ! • DATE: Underground Service Alert /NSTALLAUDA QM 3 `'�--,... — g. 1 •• . LUCK FAx JI 7-7 ��® RAMP t� • CITY ENGINEER RCE. 24-953 gq�CALL M. DESIGN RECO DED TOLL FREECABLE ENLARGEMENT CB .. L 1455 AUTO CENTER DRIVE ®— cl 1 ® SUITE 200 DRAWN ` ONTARIO,CA 91761 SHEET 1 �` 1 DJ�CV 909.937.9151 ROUTE66 L 't En e ' Co unities for Life www.madoleinc,com OF CURB RA MP SEC CORNWA L L IF 0 0 THE L AL_ WORKING DAYS BEFORE YOU DIG DRAWING NO. CHECKED D CE N® 3ss37 gi SCALE. N.T.S. � � . SCALE.' N.T.S. CB DAT FILE No 2116 16 PROJECT SHEET NO. ___ J:1126-1833\streets\Offsite-Rev-02-23-07\st05.dwa.3/1/2007 11:46:38 AM.D. BENCHMARK 2"BRASS DISK IN CONCRETE WING WALL STAMPED "CITY OF RANCHO CUCAMONGA BY 10032 1987"AT THE NE CORNER OF FOOTHILL BLVD. AND FAST AVE., 5 FT. SOUTH OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS E77WANDA CREEK. ELEVA770N.• 1195.43 BASIS / THE BEARING OF N 89" 11'35"E ALONG FOOTHILL BLVD AS SHOWN ON MAP OF TR 15711-2 MB 279/1-5 f „ �: .... 45 s . a i v t f 22.5 22.'5 t a , SIDEWALK r _ EA SEMEN T zi „I ,t, 'rrn�«.:^'w°L'. wx,.x. ...w..».r ....,.,......,,,_. ...>.:a...xv, e. "..,. s..:............... .......w..,«:+:.:..,.......,.....:..e.i'?"� N GUTTER t 1 , t x ..� .r t I 85 8.5' STREETPRINT ASPHAL T 11 v, PA VEM M _m_ x w EN T (HERRINGBONE ^ ` ,. PATTERN; TERRA COTTA 7 7. q r tCOLOR, SEE NO TE 7) ��' r; 7 13 2 8 Q Q) TYP. ROUTE fib LOGO IMPRINTED I I A R — a �P o o a a �C f � ,,,,� IN TO PA VEMEN T (WHI TE). : f SEE S TREE TPRIN T NCS TE BELOW. w 1 t l j - ❑ ❑ ❑ ❑ t� TYP. a .ITa.....w .....,..:..n..««....a,ww.br.. ,.w.»„ .w....,..,....,,,,.,..,.......�:.«:.,Mm..,.....i««.;..,.�H..:,,,.:,.:'«»,v+......:«..„,a.»,......,s..r...,. w.,..:»»..........:..»,.:,...w..:, «,a..»»".,._,::,»...,-..»...«,...„.,..w.,..,.,,,......,..,...,.�«»w,m,n�. ,,' F P , ¢ k 1 e „ r' �'^ » CURB Y r ¢ r a v, : ❑ r m,.�.®.w.,u.u-+...�,...»...m,v.�"..nwv.�....,.,w...,....,..�a..—.—.....,�.�...,..v�».�,a,..:..m•.v....�.�,.,.a,.»...�.,,.. ....®d.,.,a,»,,,..,,,w..,., ..µ.w....M,.:W..�.,,�,�,�...�:...».�.:.�.....,e., , ry �� 1 6 —�- f tl 1 �O YJ ❑ ❑ w, e k E iP K t � 1 t 7 S r ! d EXI S T Rf W ❑ ❑ ❑ ❑ k f ENHANCED RA VING DE TAIL i € SCALE.• 1”=20' w mu L AMP ff m �L VDw 1%ow THIL F 0 THIL Lm B Lm VDjw SCALE. 1"—10' INSTALL R9-3o &¢ 3b SIGNS AND POST PER CITY STD. 401—B. (SEE BELOW) PLACE HIGH PERFORMANCE PAVEMENT TEXTURING SYSTEM 2 INSTALL 4" DASHED WHITE STRIPE PER CALTRANS DETAIL 12. AND LOGOTHERM THERMOPLASTIC PAVEMENT MARKING (STREETPRINT PAVEMENT TEXTURING AND DECORATIVE INSTALL TYPE "H" PAVEMENT MARKER PER CITY OF RC STD. 133. ASPHALT SOLUTION). APPROVED MATERIALS AND 4 INSTALL 4" SOLID WHITE EDGE LINE PER CITY OF R.C. STD. 133. COLORANT SHALL BE APPLIED BY AN AUTHORIZED , STREETPRINT APPLICATOR AS LICENSED BY INTEGRATED 5 INSTALL DOUBLE LEFT EDGE LINE PATTERN PER CALTRANS DETAIL 29. PAVING CONCEPTS INC. ALL WORK SHALL BE PERFORMED AND PLACED IN ACCORDANCE WITH STREETPRINT REMOVE EXISTING PAVEMENT MARKING SPECIFICATIONS. PLACE STREETPRINT ASPHALT IMPRINT PER SPECIFICATIONS ( SEE NOTE HEREON ) RAISED MARKER PER CITY OF R.C. STD. NO. 133 8" • 24" , � STREETPRINT ASPHALT PAVEMENT RB 114' FT Q�` (HERRINGBONE PA TTERN; TO MA TCH BRICK 2' 3/8" LIP PAVERS; TERRA COTTA COLOR ) STAMPED A.C. �., # THK. A.C. PAVEMENT �,�� PAVEMENT 1 1 LT PAVING. :_ . " DESCRIPTION oREVISION 1/2 R ,� DATE APPROVED :® . : ., STREE TPRIN T ASPHAL T PA VEMENT CITY O RANCHO l p d TEXTURING BY SHARIDEN DESIGN ASPHALT (619) 44,5-3611. Ask aw TRA E;1 16882 00 ftGO Q J a f-- (0 ) Ulfuqb;b; arulluN ROUTE L0 12" COMPACTED N.T.S. NA Tl VE MA TERIALTREE 7" A SPHA L T PA VING DE w 0 Of APPROVED BY: DATE:. ' CITY ENGINEER RCE: 24953 QRS Underground Service Alert �� . W DESIGN RECO DED � z SS LL 1455 AUTO CENTER DRIVE SUITE 200 N.T S. W DRAWN ® ONTARIO,CA 91761 SHEET 0 -- 909.937.9151 r' a<. CV/DJ/AI Eng' e i g C unities for Life www.madoleinc.com I ® OF N CHECKED CE No 36637 DRAWING Na. TWO WORKING DAYS BEFORE YOU DIG DAT �} FILE Na 1 PROJECT SHEET NO. ____ F____ J:\126-1833\streets\Offsite-Rev-02-23-07\st05A.dwa.3/1/2007 12:00:23 PM,CGS