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HomeMy WebLinkAbout1819 BENCHMARK NO. 148-B STANDARD BRASS DISK IN THE NW CORNER OF A 4' BY 8' DROP-IN- BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND GENERAL NOTES: AVENUE AND ETIWANDA AVENUE 66' NORTH OF THE C/L OF HIGHLAND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY PLAN AND 24' EAST TTHE 32. OF T OFFSITEC/L STREET IETIWANDA ELEVATION: 1432.612 OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER TRACT 13527 POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NOPROJECT COST TO THE CITY OF RANCHO CUCAMONGA. WILSON AVENUE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY CERVANTES PLACE FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 2 WILSON AVENUE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA U, N ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. Z z EXIST, a z Uj 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. C/L PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT WROUGHT 50'-52' BANYAN ST. POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE IRON FENCE EXISTING R/W THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED V a BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. i� 3 ►r 6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, -� MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 590 PAD 14' m (PROPOSED) FREEWAY 22'-24' 32' MEDIAN 32' 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 6' MAX. EXISTING HIGHLAND AVENUE COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED RET. WALL AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH PER R.G. PLANS 10'-12' 1 12' THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER !�S /,S - 3,5'-- ( 40 � FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR O SURFACING. �p 10 VICINITY MAP N.T.S. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 0.06' TO THE CITY ENGINEER, LISTING ALL TESTS 0R DETERMINATIONS COMPLETED 2:! VARIES EXISTING SOUTH 4 TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT -3-1- SLOPE 0 T.68 0 0.8 MEDIAN CURB PAVING. = 1.00% Min. 29,E - - - 1�T TJIdX.- 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR D E TERMINA- TIONS COMPLETED TO VERIFY R-VALUE SIEVE ANALYSIS AND SAND J 3 2`. EQUIVALENT OF AGGREGATE BASE. 5 1 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS OF THE TAKEN OURAEL SECTIONSSTRUCTURAL SECTIONS PRIOR TO CONSTRUCTION STRUCTWILSON AVENUE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS TYP. SECTION OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING N.T.S. ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A TI = 9.0 R =77 QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. STREET CONSTRUCTION NOTES: QUANTITIES 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN1 CONSTRUCT CURB AND GUTTER PER CITY STD NO. 104 A2-8 561 L.F. DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 2 CONSTRUCT 8" CURB ONLY PER CITY STD. NO. 104 Al -8 625 L.F. BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 30 CONSTRUCT 5" AC OVER 6" AB (MINIMUM) 22,000 S.F. CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A 40 INSTALL STREET LIGHTS 9500 LUMEN HPSV BY SCE, PAID FOR AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. & COORDINATED BY THE DEVELOPER W/6' MAST ARM 3 EA. O5 CONSTRUCT�.r WIDE SIDEWALK PER CITY STD. N0. 103 -2,3='.�.TT. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED © CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307 DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS (CASE F) MODIFIED. 1 EA. SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 70 CONSTRUCT CURBSIDE DRAIN OUTLET 16. WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD PER CITY STD. NO. 107-A 8 EA. EXISTING SURVEY MONUMENTATION FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED 80 CONSTRUCT RETAINING WALL PER CITY STD. NO. 604 UPON REQUEST OF THE INSPECTOR. ", 3,5' MAX. EXPOSED -e,.49 F 165 LF / I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTATIONS OF RECORD 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR 90 REMOVE PORTION OF EXISTING BARRICADE 50 LF THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY TO FILL PLACEMENT. �p CONsrRUCr CONCRETE ,BLOCA SLOU61f WALL PER EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS C/ry 970. NO. 605 (3 COURSE MAXIMUM) 54-2 LF PRIOR TO EXCAVATION. PHONE N0. 1-800-422-4133 PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING. THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 MR. JAMES FREI 'I FOR BASE LINE ROAD CONSTRUCTION STRIPING NOTES B. GENERAL TELEPHONE COMPANY (800) 483-3000 1 INSTALL TRAFFIC CONTROL SIGN PER PLAN, ABBREVIATIONS 6c LEGEND DATED: 2_K�ov FOR UNDERGROUND SERVICE � A. T. SKEER R. C. E. N0. 62183 PER CITY OF RANCHO CUCAMONGA STD. PLAN 133 6 EA. A.B. AGGREGATE BASE C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 A.C. ASPHALTIC CONCRETE 1981 W. LUGONIA AVENUE 122 PAINT PAVEMENT MARKINGS PER CALTRANS STD. A24A THRU A24E B.C. BEGIN CURVE REDLANDS, CA. 92373 AS INDICATED ON PLAN 30 SF C.B. CATCH BASIN C.L. CENTERLINE D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 @3 PAINT 4" SOLID WHITE LANE STRIPE E.C. END CURVE 9641 SAN BERNARDINO ROAD PER CITY OF RANCHO CUCAMONGA STD. PLAN 133 198 SF E.D.F. EXTRA DEPTH FOOTING � RANCHO CUCAMONGA, CA. 91730 EX. EXISTING N �4 PAINT 8" WIDE SOLID WHITE CHANNELIZING LINE F.F. FINISH FLOOR O E. METROPOLITAN WATER DISTRICT (909) 593-7474 PER CITY OF RANCHO CUCAMONGA STD. PLAN 133 67 SF 700 N. MORENO AVENUE F.G. FINISH GRADE LA VERNE, CA. 91730 5 PAINT 4" WIDE BROKEN WHITE LANE STRIPE F.L. FLOW LINE N F.S. FINISH SURFACE F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 PER CITY OF RANCHO CUCAMONGA STD. PLAN 133 40 SF G.B. GRADE BREAK J 7951 REDWOOD AVENUE H.P. HIGH POINT Q FONTANA, CA. 92336 © INSTALL FLEXIBLE TYPE "K" MARKER INV. INVERT G. PACIFIC TELEPHONE COMPANY (714) 999-5639 PER CALTRANS STD. A73C 2 �` LF LINEAR FEET �7 INSTALL TYPE "G" RAISED PAVEMENT MARKINGS M.P.S.D. MASTER PLAN STORM DRAIN ��L 1 REV/SE 611'E'-_T5I 2 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT P.C.C. PORTLAND CEMENT CONCRETE SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 133 25 EA P.R.C. POINT OF REVERSE CURVATURE DESCRIPTION o f REVISION DATE APPROVED THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS PROP, PROPOSED INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE Q P.V.C. POLYVINYL CHLORIDE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE CITY of RANCHO CUCAMONGA- SATISFACTION OF THE CITY ENGINEER. (R) RIDGE LINE Z R.C.P. REINFORCED CONCRETE PIPE 20. ON INSTALLATION OFREETS WHERE S STREET LGHTS!DS STREETSIGNS,IS AND FIRETHE HYDRANS SF PRIVATE ENGINEER'S NOTICE TO CONTRACTORS RIGHT OF WAY U_SF SQUARE FEET PLAN AND PROFILE FOR SHALL BE LOCATED BEHIND THE SIDEWALK. T.C. TOP OF CURB WILSON AU E � THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES T.F. TOP OF FOOTING _ SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; T.G. TOP OF GRATE TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT TTGR. TRACT STREET IMPROVEMENT PLAN THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE6 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE T.W. TOP OF WALL TRACT N0. 13527 DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- W WIDTH BLUEGRASS AVE. TO CERVANTES PLACE SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT V VERTICAL DEPTH Underground Service Alert SHOWN ON THESE DRAWINGS. V.C. VERTICAL CURVE APPROVED BY: DATE: dCC� Q 590.77 INDICATES EXISTING ELEVATION ' I l RCE: 24953 Z THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- ( ) CITY ENGINEER; L�1��. �� CAj�, 590.77 INDICATES PROPOSED ELEVATION IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION PE " 0 OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 610'� INDICATES EXISTING CONTOUR 1\0S DESIGN R ENDED TOLL FREE ��101 c1 MADOLE & ASSOCIATES, INC. _ THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; 610 INDICATES PROPOSED CONTOUR .0 F� R.A.M. J 1-800 AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER INDICATES RETAINING WALL coNsu�TINc clvl� ENGINEERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, No. 62183 AND LAND PLANNERS 3 _ _ DAYLIGHT / CUT-FILL LINE 10601 CHURCH STREET. SUITE 107 SHEET 422-4133 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING Exp: 9-30-05 DRAWN RANCHO CUCAMONGA, CA 91730 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE _� _ INDICATES SLOPE > 4 1 s� �Q S.C./MJG (909) 948-1311 1 3 N TWO WORKING DAYS BEFORE YOU DIG ENGINEER. 9r Civ��- �� OF A�\FO � CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT F�CCHECKED RCE No 62183 DRAWING NO. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. R.A.M./MJG DATE Z _'f_0 1- FILE No 1 PROJECT SHEET NO. _1 OF 3__ J:\685-14221streets\STREET01.dwg,02/04/2002 10:22:14 AM,mjg BENCHMARK NO. 148-B STANDARD BRASS DISK IN THE NW . - _ _ , .- ' _ _ _ _ _ -CORNER OFA 4' BY 8' DROP-IN- OX FORRAINA RT AT D GE CULVERT THE NE CORNER OF HIGHLAND TC PI = 1719.04 AVENUE ! AND ETIWANDA AVENUE VE UE 66' PR-QPUSCL) WLT TG NORTH OF THE C/L OF HIGHLAND E•3 _ AND 24' EAST OF THE C L OF 'f 1 m IWAN A ELEVATION: 14 O ET EL.EV O D 32.612 \ 1pp 1C14 0 J 1 N N = / O \ O \ T PI 1717.44 171 .4 P.1. ' o C 6 3 C, 00 N tD O CV O U O J \ FU- O + CD . 1 04, a, + no N C) � o U , o v 0 o U 0 b cn \ + o + 00 + 00 N o `\ oF- F- 1 O � oF- oF- o ►- o � o � 0 EXISTING GR UND (0w J > � . r \ an t� o � 0 ^_ . 0 .- _�.. dao l rn , tom Ciao to � C. OU / 10 / r �f� r r a0 N J � In N J o+ O) �� Nr 1 0 r\\ rM / >00 Nr In 17 ^ C 0a U 0 Lj --- i-----I \� \- / 17 00 Q) r'l \ / / / O r F- FUTURE / \ L r-I ---� .- - ]t` r r r r _ U O ' r 0 509' ` _ U - ► 1 - - - _ . - -. - --j O r 1 1.6fl7. TA GR. ` �J� + o VV) UD x c� 00 1 / _ W W (N r� X O z PORTIO 100' VC m + z N w►� w o _ . + _ . _ 1 . __ _ _ tr.+ z M �-� Q CD O Z z ro U In o�- v TC PI = 1718.28 r ;/ 0� - W QL m U 2OE} V 0 -It 00 tT V) U) F- O U m ir T o w �t 00 0 cD p I 1717.11 C, .I. \\ 0 o Fw- dog q� flu N� O � � - U U O Z .� rr, Q M� . 00 rn r - m O� _. _ + '- N N N00 � r O � J \tLt OFU-- 0 � \ + 00 U Or O� ± � � r + r + r i &0 _ o �O _000m"t o � ,o0 U + + � .- r Nr O00 lnr� + tD Oto o - O � U LA Y /\ J t 11/720 + I� ro y, r lf� ,n o 0 ~ -7�% r r / 1 1 + N.-F- N + ca to UO N LOCAL DEPRESSION ` ...._- ti r \ - i CN�-i- r� + tG r 2 � ,�i I N GROUND � - - - y r� EX STI D t- .. ... y SODI - I J` r IJl � Q r \ r 1 \ �- _�`. r V- L - SED N'1_Y I^ ME C www \ J �\ i U0 1n NF- r U \ MEDIAN J � U CJ? Lq F- 0 Lf) LLJ 4- t, Z QI � n 00 ..-_. - - _. tD to U In w Q r r7 tD U ~ 1 1. + 0f0 . _ -fly 0L) a! z + � + + _ car _ ���_ 1 + n a, z tri N r r r p r + OrO UM in r t10 -� � .. N � + 0000 - r / \ + + � tD tD � + 00 U DD � \ 0 - 1-- - - O , 00 F- - r , r 01 r EXISTING SLY In \ "1 O 1 MEDIAN CURB TC - 7-1 r � o m + N cD 0' Cn . to r r CJ Cr w __- Ln ! CL : i !, •cn _ f- f .-- . ._1 + . i -J- . -. -` .__..- ._: ;.._- +. - -'--__.1- _. 1__._+_ ._,. _ . _ __ + _ . _. , J + -. . _ , - .. 1 + ..- + - --.1-. «- _ 1 , .. -,- ,- .-f .i a_ - . . s- 1-. - +_ -+ - _ -•- • --. ..+ -+ a. a - ti- �.. , +- -, +- -:. . -. .+_ _ ..._ , .. :.-_--i -. , _ ., _.i..__. .... _ Q I I I _`- _..,--__ +..- -._r.....`_-- _. +-_'• - - ... :. -. + ti - . - -+--1 --1-. a_ -1.. _ _ _ _a.._ _ --L--_� i- • - ;- -1----i_ -�_ _ - _1- _ - -.+- .-i- +- _t -+. .+_ --« -+- -�--- - + -. - - -.� .. , 1. r 1 -, , _ _» _ PROFILE j ..,.. .1 _ ._i i ,... _ .. - _..:. _ .. - .. .: __ _.t _.._...- ---._.. .. _ .•-.-_-, - ..._.... _.. .___ ._i__ --1 ._. 1- . + _ _ . _ , . . . 1. + , _-,_ , j-. _ ♦. 1- , +- -4 -+ -. , -i- -1 - -J- + -i- -+ . - f _+ _�- . -_. ,- , - . _ .-, _. - __ -. -. _. ; ._-•__. .-. _. HORIZ 1"- 40' a ; f . -. .. +- ___.. .._a._- _ _ a----.f-.._-.;-_ _• -__ • -1.____+-.- .. _. . __l- j - , + i -i. , - . r- i.. ..i._ l - -.1._ _-• • _L_ }- - _ _ _+_ _;- .1 _ _1-_ _ _-•.-_ -1 + -. . i. 1 , _1_ -. , -; -. ...--_,-. . VERT 1'- 4' 109+00 110+00 111+00 112+00 113+00 114+00 PLAN 1"= 4o' 115+00 116+00 117+00 118+00 SCALE IN FEET SPECIAL NOTE 0 40 80 120 160 T . NO E. JOINING OF EXISTING AND LIMITS OF CONSTRUCTION _ SHOWN HEREON SHALL BE PER THE PUBLIC WORKS CONTRACTOR TO VERIFY ELEVATION CONSTRUCTION NOTES: INSPECTOR AS COORDINATED WITH TRACT 14498 IMP'S PRIOR TO CONSTRUCT, AS SHOWN ON DWG 1803 SHEET 13 OF 14 AND 1 CONSTRUCT CURB AND GUTTER PER CITY STD NO. 104 A2-8 APPROVED STRIPING PLANS 2/.83 rRW 2 CONSTRUCT 8" CURB ONLY PER CITY STD. NO. 104 Al-8 ryP 19-83 TF » fA10 REr. &4LL O CONSTRUCT 5 AC OVER 6 AB (MINIMUM) 40 INSTALL STREET LIGHTS 9500 LUMEN HPSV BY SCE, PAID FOR 8 0 & COORDINATED BY THE DEVELOPER W/6' MAST ARM /9./7 rRN Q 50 CONSTRUCT _ WIDE SIDEWALK PER CITY STD. NO. 103 15-17 rR II © CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307 33' O ryP. T (CASE F) MODIFIED. P CONSTRUCT CURBSIDE INOUTLET 2� �9 L 8 7 6 5 �4 Y 3 2 6 1 1 1 22 PER CITY STD. N0. 107-A ``' 7 7 7 7 7 Li z LL Q cii 3 (n 4 ^ tk v m V Q 80 CONSTRUCT RETAINING WALL PER CITY STD. NO. 604 ~ ~ V) ~ II U (TYPE B", H- 3.5 1VAx- EXPOSE/ _ _ a 0' N r rn cD `� 00 00 o cD w 0_ � m g -�T W 0 V) a0 a0 '� 06 } rn cD 1 h ?0 o. 00 m h tD p N rn W C4 0 > cr d II J Q w N - -' + rYP + + o N + e + M a + ,� \ + w In o > Q00 af e z N M o In In o m o m o U o_ I I0 � O REMOVE PORTION OF EXISTING BARRICADE o v- r � � w cV) ,m o 0 7 U 4 U U m N J In 0 IIS Z r0 CONSTRUCT CONCRC-rE BLOCK 5LOUC�P/ MALI- 0 ALL ►� 0 0 Of w 3 Cl- x r w °° o N o w m w 4 I I cn Q � 0 U � �F- 0� x x ► Q PER CITY ST•O, NO. 605 (3 COURSE MAX/MUM) O ►� m W o- I w O F- 'n � + ° to U rn 0' 0, Q o c o P)cn � to w w IIx > rn � - rn O + 0 �`r rnrn InU IriU o r o0 tox 00x M z z w + + m FUTURE CT N0. 13527 o U cn w o lex + �m 0w o r o In - + tnU II W O r (n O rh U r Ih c} N F- N LO 00 r 0 J O w N w r7 U CO O O D + 00 m ro b I°pn + N (D Z (D (0 O O . x F- ± F- o r o RR BDRY N r� N N r; N �+ 3-} SLOPE 0 PROP.RET.WALL® /W w - o � o x p l 2 U O F- 85.00' g6.47' i0 PER RG PLANS PER RG PLAN m w - / Y w 60.00' 5.01' 72.00 75.00' •- 72.00' c 72.00' \ I✓ - - - �- - - -- _ 77.00' so.W. _ 61_00• / 5 5 \ '/v EXISTING IMPROVEMENTS - - - - - - - - - - - - - - - - - - - - - - R W I FUTURE SW - N / 3 I PER DWG. 1454 OD SHT. 8 OF 26 3 EX. CL ;i N 8"VCP SEWER 1 2 3 EXIST. EOP /r,67 rw 'EXIST. 111+00 _� 1 1 +00 1 13+00 i p") -114+00 N 89'24'10" W 11 0 _ 116+00 9.67 T� EXIST. S.D. - - - - - - - - - - - - ---+-- - - - - -4---4 F- - - -+ - - - -}-- - - ---}--- _ 8"VC P SEWER B - _ - - - - - �r - - - - - - - I U - - - - � - - � - F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - -L- - - - - - - - � - � ` ` PROP. IMPROVEMENTS EXIST. 18"W I a 0 9 I 1 m SLEEVES FOR EXIST. FIREF� - PER ST. IMP. PLANS c I EXIST. S. MEDIAN CUR 1 16+90.51 WILSON AVE. , U REV/8E REr. MIALL OArA /z-2-dt w � � EXIST. 16"W IRR. PURPOSES N B OPTIC CABLE � �'•K �9✓� DWG. NO. 1803 m � I � EXIST. 16"W CL INT. CERVANTES PL. CL. CONST. DESCRIPTION of REVISION DATE APPROVED - - - -Skiff -0 -�4- - - - - - �? EXIST. CURB REMOVE PORTION o - z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - OF EX. MEDIAN CURB _ - jIF � ► ; cV) A Q - - - - - - - - - - - Ilam 0 w .-. X � + � U � W � F- In-1 00 V w, 0 0� 0 N � CITY of RANCHO CUCAMONGA TRACT N0. 1 4498 06 m . to o zz rn cD ` - COU o) 0 00 -' ~' 1`0 � L6 oM N 6 It z 00 W EXISTING IMPROVEMENTS vii J (Do o r PLAN AND PROFILE FOR + + Q of 0) I I II _ .6 v rn � PER DWG. 1617 VV) w cn � � cn � o LL) ► I I oto 04 - . ri x V) SHT. 6 OF 7 - � �- WILSON AVENUE v0 w �� � �--- I I � � � � �� � w x XUJI � � STREET IMPROVEMENT PLAN a + + ~ + `�`� 0 w w W TRACT NO. 13527 w w w WILSON AVENUE - BLUEGRASS AVE. BLUEGRASS AVE. TO CERVANTES PLACE U Underground Service Alert APPROVED BY: - - DATE: uu CALL ,, t CITY ENGINEER '�'� �, � Z� �.�''�- RCE: 24953 n� Cr TOLL FREE CURVE TABLE ���r�s �� DESIGN J MADOLE 8c ASSOCIATES, INC. R O NDED 1-800 CURVE RADIUS A BEARING LENGTH TANGENT � , R.A.M. CONSULTING CIVIL ENGINEERS C " , No. 62183 tT1 AND LAND PLANNERS 422-4133 A 2.00 180.00 00 6.28' Exp: 9-30-05 DRAWN B 181 .25 g'27 46 29.93 15.00 �+ 10801 RaHO CVCAMONGA, CA SUITE SHEE n TWO WORKING DAYS BEFORE YOU DIG C N81'08'04"E 30.82' �yT Cj V t� ��\P S.C. MJG (909) 948-1311 2 3 / OF 1C, FECAL\FO CHECKED RCE No 62183 DRAWING NO. R.A.M,/MJG DATE I -� � t FILE No PROJECT SHEET N0. 2 OF 3 J:\685-1422\streets\STREET02.DWG,02/042002 10:47:07 AM,my