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HomeMy WebLinkAbout667ESTIMATE OF QIIANTITIES 4 NOT'E'- 5EE GRa17tNG Pt -AN FOIL 'y1PEWALK it WALL- GON6TRVGit ' TYPICAL- SECT ION VLC_V0R kA STREET R/W IL 5/w l=As�nne►aT-� 1 5I0' R/w W wl Q Eli /,q � P_ , SCALE: ( 100 �6EE 6Rq DtN6 13 PSN Moe`_ $T.� 12 st ��xg4c 4�7E T - 4 Z 6 f KL0kTR 1 , to 11 I -Ttco,U INDEX, MAP R�w 44' • Rol 4' L7. 50' L P so' /ST. /MPRO✓�'.N�MS ICA>4STOUCT i 27 LEC 809 ..sl erMSET NAME SIGN O STOP SIGN ST1zv-r-T N&HT -- DKAIr3PAGE A"ZW f> -0C- WAL•t_ Pei 6RA0t f° N1GN BLOCK 12 DESCR I PTI O N QUANT tTY o M, o ►- g 6 NiGs+r OGOCX +'SQL L PE2 GK4D/N�, p44N O2 1 0.3' AQ. (EXTERIOR. ST) 2389 SF" 2 0.21' A.C. C INTERIOR ST) 32'298 SF'• 3 CUQB GUTTER. 'Z (05 LF a C20G5 GUTTER 3c -)G sF• s 511DE WALk 12740 STr 6 BAR121CA DE 132 L- • 7 SIDEWALk RAMP Q EA 8 CURB � SPANDREL �8Z 5� •C • CAP. OVl=R EXIST • PAVEMENT. '' • lO C0MC• BLk. WALL 424 1-F• REMOVE gpcisr. G G. Lr. WGK . DETE.RMINE'S TWAT EYIST- PA\/P ME.NT' 115 RENOVE F—KIST. PAVEMENT 324 51- 1 3 I N STALLsTR1= E r LI G r fT. 5 EA - 9 AC CA9 OvE X -, (MANF-0 AVfa 89 30 SF. 9 A C ONEIC EX •> 'sec.." • -ptjT A O 5 S.F _ Thr STOP 4&1&0 1 EA. NQVAC/V AVS&= THE EXIS TH PAVE.MENT REMA( UND MA AGED 2•� BY CONST RUCTION OPERATIONS. NOT TO SCAL IE 4 NOT'E'- 5EE GRa17tNG Pt -AN FOIL 'y1PEWALK it WALL- GON6TRVGit ' TYPICAL- SECT ION VLC_V0R kA STREET R/W IL 5/w l=As�nne►aT-� 1 5I0' R/w W wl Q Eli /,q � P_ , SCALE: ( 100 �6EE 6Rq DtN6 13 PSN Moe`_ $T.� 12 st ��xg4c 4�7E T - 4 Z 6 f KL0kTR 1 , to 11 I -Ttco,U INDEX, MAP R�w 44' • Rol 4' L7. 50' L P so' /ST. /MPRO✓�'.N�MS ICA>4STOUCT i 27 LEC 809 ..sl erMSET NAME SIGN O STOP SIGN ST1zv-r-T N&HT -- DKAIr3PAGE A"ZW f> -0C- WAL•t_ Pei 6RA0t f° N1GN BLOCK 12 CONSTRUCTION NOTES 10 o M, o ►- g 6 NiGs+r OGOCX +'SQL L PE2 GK4D/N�, p44N O2 © ON GV► OR.A 'SEE NOTE RGNT k� Qo I TYPE �A° (Mw � OCONST. 2 PLAW St1T 3 OF 4• � LEVEL LINE k y� •/ SIDEWALK PER S. B.CO • STD. DwG. Io9,TYPE 8~ NOTE o.9 l:or 4 2 , 'SIE THE 0•1 A.C.OV1=RLAY R1MOoivzi5�11=NT MAY BE CONST. --'-'------- ® ��I DIELETED PROVIDED THAT: eA •C • CAP. OVl=R EXIST • PAVEMENT. '' • CA) A FIELD INSPECTION PY THE . CVT`/'0F VAOG440 COCAM0106A WGK . DETE.RMINE'S TWAT EYIST- PA\/P ME.NT' 115 1 3 IN 'SATISFACTORY CONDITION • + _ Thr 7Yp/CAL 4S,6C7*1aV _ NQVAC/V AVS&= THE EXIS TH PAVE.MENT REMA( UND MA AGED 2•� BY CONST RUCTION OPERATIONS. NOT TO SCAL IE EA5EMSJT 1.13 . TYPICAL SECTION 50'R/W MOT TO SCALE DAKOTA AVENUE Portion of MONTE VISTA STRGST (STA, O t 70.SG — 2+-13.29 SPECIAL NOTE FROFA PRIVATE ENGINEER TO C0NTRACT0F,: Contractor agrees that he shall assume sole anti complete responsibility for job site conditions during the course of construction of this Project, including safety of all R/w moo' ..-c =- �' / v l �r TYP 1 CAL SECTION 60' R/W NOT TO SCALE MONTE VISTA STREET persons and property; that this requirement shall apply continuously and not be Irm- NOTICE ited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from ar y and all liability, real or alleged, CONTRACTOR WALL VERIFY ALL in connection %%ith the performance of work on this Project, exec ting for ria i y CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DIS - arising from the sole negligence of the 0 -wrier or the Enginccr. CREPANCIES TO THE ENGINEER %LG6 iYBr� PRIOR TO THE COMMENCEMENT OF WORK. NO. I DATE REVISION APP. IV , B 4 Q 0 p3 GENERAL NOTES I• (ALL WORK S11ALL BE DO1;r IN- ACCORDANCE WITH THESE PLANS AND THE et"rY OF Q^+aCHC CUC• STANDARDS AND SPECIFICATIONS, STREET MARKERS PER RANCHO C'UC. GITY STD. SHALL BE ' CONSTRUCTED AT EACH INTERSECTION. � _ S. ALL PIPE LINES rOR SUBSTRUCTURES OF ANY KIND AND TELEPHONE' OR POWER POLES, .WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THgSE PLANS WITHIN♦I THE LIMITS OF THIS SUBDIVISION OR IN ADJACrM AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO CITY OF t; R^MCHC CUCAMOWGA •` '4' THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR ANb PAVING .I REPLACEMENT IN CONNECTION WITH.SUBDIVISION SEWER AND WATER LINE -INSTALLATIONS tj WILL BE THE RESPONSIBILITY•OF•THE OWNER.-- WHEN WNER:WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVE�MYS, COMPLETE DRIVEWAY CONSTRUC- TION WILL BE REQUIRED IN ACCORDANCE WITH CITY OF RAWC140 CUCAMON GA DRAWING NO. 128 AND RELATED SPECIFICATIC1175. '. • , b� ANY CONTRACTOR PERFORMING WORK ON THIS PRo3zcT gSSALL FAkTrLYiRIZE HIMSELF WITH THE SITE .A= SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HTS_ OPERATIONS, WFM7HER.OR'NOT SUCH FACILITIES ARE SHOWN. ON THESE PLANS. j. 1, SHADING ON STREET PLANS INDICATES•A - C. PAVEMENT TO BE INSTALLED. IL A PERMIT WILL BE REQUIRED FROM CITY OF RANCHO C ICAMOAI GA TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THEIR EASEMENTS OR RIGHT OF WAY. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS.'OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A. QUALITY BETTER THAN THE NATIVE MATERIALS AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE-.PROPOMM STRUCT URAL SECTION SHALL BE -SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION SECTION OF CITY OF RA NC+40 CUCAMO LIGA FOR -REVIEW AND EVALUATION' APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. II' SUB -GRADE STALES, DRIVEN TO TO THE PAVEMENT #SUB -GRADE ELEVATION,' SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE -STAKES SHALL BE SETt AT CROWN POINTS WITHIN 0.01, FOOT OF-SUB-GRADE+ELEVATION•AND AT NOT MORE THAN 50 F60T INTERVALS, ADDITIONAL STAKES MAY BE NEEDED AT *TAMED DR VERTICAL': CURVE AREAS. SUB -GRADE STAKES SHALL BE.IN PLACE PRIOR -TO PAVING TO _PERMIT SPOT CHECKING OF SUB -GRADE BY INSPECTION PERSONNEL. ADEOUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TOP CON_ STRUCT THE WORK TO THE PLAN GRADES. - •- ALL SEWER, WATER, AND GAS MAINS AND LATERALS STALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT PRIOR TO PAVING. • AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL IBE SUBMITTED TO THS --CON TRACTS ENGINEER OF CITY OF R A uC HO CUCAM o "GA LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: ' A. STABILITY, OIL CO2.7TE11'T AND -SIEVE ANALYSIS OF ASPHALT SURFACING - B. R -VALUE, SIEVE ANALYSIS MW -SAND EQUIVALENT:OF AGGREGATE" BASES j ... . C. R -VALUE AND RELATIVE -COMPACTION TESTS OF EZME TitEATED-BASE OF SUB -BASE. APPROVAL DOES NOT -INCLUDE WATER OR SEWER SYSTOR ESTIMATE OF QUANTITIES. . IdoTNM SUBGRADE UNDER SIDEWALKS AND DRIVEWAY APPROACHES SHALL SE SCARIFIED TO A',; DEPTH OF AT LEAST EIGHT (8) INCHES. MOISTURE SHALL BE ADDED AND MAINTAINED TO' SATURATE THE SUBGRADE FOR AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL THEN BE MADE WITHOUT COMPACTIVE EFFORT. AV. BASE P;20 E CT L-� CONSTRUCTION NOTES 10 CONST. A • C . PAVEMENT ON A0,CL.ASS II A.S. CRAVEN AVE.) O2 CON ST. ' A.C. PAVEMENT ON COMPACTED NATIVE SOIL. ( INTER101'2 ST. ) O CONST. 8" CORS 4 GUTTER PER S - e -CO . STD. OWS • 115 OCONST. CROSS GUTTER PER S -15 -CO. STD. DWG. 113 OCONST. SIDEWALK PER S. B.CO • STD. DwG. Io9,TYPE 8~ ® CONST. SlDEWALiK PER S . S. CO . STD. DVVG- (O�?, TYPE PA n( MOD ) OCONST BARfzrCADE PER S. B.CO. STD . DWG . 306 O7 CONST. SIDEWALK PAMr_>. PE(2 S.B.CO. STD. DWG. Ito ® CONST. CURS 44 SPANDREL- PER `.3.8-00. STD. DWG • 11'5 eA •C • CAP. OVl=R EXIST • PAVEMENT. Q 0 p3 GENERAL NOTES I• (ALL WORK S11ALL BE DO1;r IN- ACCORDANCE WITH THESE PLANS AND THE et"rY OF Q^+aCHC CUC• STANDARDS AND SPECIFICATIONS, STREET MARKERS PER RANCHO C'UC. GITY STD. SHALL BE ' CONSTRUCTED AT EACH INTERSECTION. � _ S. ALL PIPE LINES rOR SUBSTRUCTURES OF ANY KIND AND TELEPHONE' OR POWER POLES, .WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THgSE PLANS WITHIN♦I THE LIMITS OF THIS SUBDIVISION OR IN ADJACrM AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO CITY OF t; R^MCHC CUCAMOWGA •` '4' THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR ANb PAVING .I REPLACEMENT IN CONNECTION WITH.SUBDIVISION SEWER AND WATER LINE -INSTALLATIONS tj WILL BE THE RESPONSIBILITY•OF•THE OWNER.-- WHEN WNER:WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVE�MYS, COMPLETE DRIVEWAY CONSTRUC- TION WILL BE REQUIRED IN ACCORDANCE WITH CITY OF RAWC140 CUCAMON GA DRAWING NO. 128 AND RELATED SPECIFICATIC1175. '. • , b� ANY CONTRACTOR PERFORMING WORK ON THIS PRo3zcT gSSALL FAkTrLYiRIZE HIMSELF WITH THE SITE .A= SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HTS_ OPERATIONS, WFM7HER.OR'NOT SUCH FACILITIES ARE SHOWN. ON THESE PLANS. j. 1, SHADING ON STREET PLANS INDICATES•A - C. PAVEMENT TO BE INSTALLED. IL A PERMIT WILL BE REQUIRED FROM CITY OF RANCHO C ICAMOAI GA TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THEIR EASEMENTS OR RIGHT OF WAY. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS.'OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A. QUALITY BETTER THAN THE NATIVE MATERIALS AT THE COMPLETION OF ROUGH GRADING A MATERIALS REPORT AND THE-.PROPOMM STRUCT URAL SECTION SHALL BE -SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION SECTION OF CITY OF RA NC+40 CUCAMO LIGA FOR -REVIEW AND EVALUATION' APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. II' SUB -GRADE STALES, DRIVEN TO TO THE PAVEMENT #SUB -GRADE ELEVATION,' SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE -STAKES SHALL BE SETt AT CROWN POINTS WITHIN 0.01, FOOT OF-SUB-GRADE+ELEVATION•AND AT NOT MORE THAN 50 F60T INTERVALS, ADDITIONAL STAKES MAY BE NEEDED AT *TAMED DR VERTICAL': CURVE AREAS. SUB -GRADE STAKES SHALL BE.IN PLACE PRIOR -TO PAVING TO _PERMIT SPOT CHECKING OF SUB -GRADE BY INSPECTION PERSONNEL. ADEOUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TOP CON_ STRUCT THE WORK TO THE PLAN GRADES. - •- ALL SEWER, WATER, AND GAS MAINS AND LATERALS STALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT PRIOR TO PAVING. • AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL IBE SUBMITTED TO THS --CON TRACTS ENGINEER OF CITY OF R A uC HO CUCAM o "GA LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: ' A. STABILITY, OIL CO2.7TE11'T AND -SIEVE ANALYSIS OF ASPHALT SURFACING - B. R -VALUE, SIEVE ANALYSIS MW -SAND EQUIVALENT:OF AGGREGATE" BASES j ... . C. R -VALUE AND RELATIVE -COMPACTION TESTS OF EZME TitEATED-BASE OF SUB -BASE. APPROVAL DOES NOT -INCLUDE WATER OR SEWER SYSTOR ESTIMATE OF QUANTITIES. . IdoTNM SUBGRADE UNDER SIDEWALKS AND DRIVEWAY APPROACHES SHALL SE SCARIFIED TO A',; DEPTH OF AT LEAST EIGHT (8) INCHES. MOISTURE SHALL BE ADDED AND MAINTAINED TO' SATURATE THE SUBGRADE FOR AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL THEN BE MADE WITHOUT COMPACTIVE EFFORT. AV. BASE P;20 E CT L-� / tZ SITt Y J PREPARED IN THE OFFICE OF MADOLE &ASSOCIATES, INC. CONSULTING CIVIL ENGINEERING \ 1633 E. 4th Strut Suits 280 SANTA ANA, CALIFORNIA 92701 PHONE 714.835.2548 •�°=;. i� . rh�s.0-�_ -0- 72 J. M. MADOLE R. C E. 14814 DATE FIELD BOOK REFERENCE CITY OF RANCHO CUCAMONOA _J V ICI til ITY MAP C ko /0-7+1-77 DATE STReET IMPROVEMENT PLANS FOR TRACT NO. 19456" o• W.d. N0. RO D NO. FIL N0, S H t ET I Or4 _- 71415A•9VYALL_ B>✓NGN MAiZK NO, 2i6 CN1� • r ❑' N.E. GORtJER CULVERT N• W • C0V-QF-(t. , 19L ST, ANV HA.VEtJ AVE. Etfe�t. 1430 $SS � PREPARED IN THE OFFICE OF MADOLE &ASSOCIATES, INC. CONSULTING CIVIL ENGINEERING \ 1633 E. 4th Strut Suits 280 SANTA ANA, CALIFORNIA 92701 PHONE 714.835.2548 •�°=;. i� . rh�s.0-�_ -0- 72 J. M. MADOLE R. C E. 14814 DATE FIELD BOOK REFERENCE CITY OF RANCHO CUCAMONOA DRAWN BY: APPROVED BY: DESIGNED BY: CHECKED BY: RECOMMENDED BY ff Cl - ENGINEER N0. R VISION BY DAT /0-7+1-77 DATE STReET IMPROVEMENT PLANS FOR TRACT NO. 19456" o• W.d. N0. RO D NO. FIL N0, S H t ET I Or4 _- N IVU L.P. LEFT 7VVW Z I Z 7aGKET SCALE I 40 '� $ 0 + SO L z -� ----10 TRAhtS. t. a------�--------pr ------ «50UT1r1$ VND(,C�Pt�E -- ter---- -- iii ------- TNERTo- --,� — -- di LU ac PV MT. To JOIN E MT E XtS T. Ac, 9V` MT �o a - --� - r - ----"•------------ �------ QT —ILL-------— - -- - - - - - - - - -- - &-C-FT' wtw poorc,c nr ' e x�ST EPS '1'►Irl' - - - _ - ry - - - - - - - - -� - - - - - - -- -r.. -- - -- -n7 - .-..... �._._'�,. `4�» r-;� \-� � - �� \ s-> 17i - (V50' T�P►i�oii 7 50' T smOIJ --EXIST. AC PVMT r NORTH BOUND LANE 1 L Ac. oYeR�y; Rs�6 �9 N L0` Fh a.c. ovE,e�y E_X I ST• _ _ PVMT ' S - _ •NOTE SffT. 1 c —�XIST 12 V C.P. SEW1=R PEl2 TCL. 9Q32 1 - g ExTENt� SIOEtn/.4LI{ t? 'o S ry� 0•Wei � ` I _..-_ •1, \• %JOIN EXIST. EP. 1 LO' gfZO f�R 1 �C�O � �i7 ^Ovj _ -- - �-ES XIT 4''GAS INC ____ — .-jam EXISTDEF��GTOR -!� - - N, I Y-\�"• WALL GOP 42.50' _ 12 .53 - - - 74.00) co— � a I (I r 0� HIGH CONC. BLK .WALL Cl E- I I 4 SEE TYPICAL SEC. SHT. f a V Q WCD / 6 g' It a W 0. U tr o r2' 32' 32' 12' np IA N 1� nu 1c� �S�60- w '� °°�I �a �a wa J+ ± 11 WQ 6'14IC-SA I5LOCVWALL_ MR VICTORIA STREET W U ` 3 PETA1l-® ON GRADING PLAN HA`/EN 4G AVENUE �T 3oF4 Ne X �U CONSTRUCTION NOTES o 1O CONST A•C . PAVF-MF-NT ( ENtTE7RI0Q ST.) N f OCONS' • 8Cu Re 0 GUT'T'ER PER Se .CO STD . DWG- I IS _4 OCONST CONC. SIDEWALK PER 5.8.CO . S770 -DWG- 109, TYPEA* (MOO.) 10 CON�.31. 6� HIGH CONC. 9t -K. WALL PER S -S.CO. STD. DWG- 301 11 COwST. DE FL.6GToR wAt-lav 4S', PLACE GVERY Io0 C.C. PSiZ DETAIL- NERE oN OCoQsT. 0.1' AC CAP oVET- E)(iST PAVEMENT E3ENCH MARK NO. 216 CFfIS ' O N - E . COQ CULVERT HEADWALL N.W. GOR • 143T" ST. AND HAVEN ~M. ML.E.V. = 1430. 888 PREPARED IN THE OFFICE OF MADOLE & ASSOCIATES, INC. CONSULTING CIVIL ENGINEERING 1633 E. 4th Street Suitt 280 SANTA ANA, CALIFORNIA 92701 PHONE 714 • 835.2548 GO L,F• I TRP.NS�TioN �.. 'FGATHSR TO JOIN �_ -(Z'/,) 6XIS•T PVMT, AL3 cRo rt N L• W E ._._.__ 23t V401M WLIAV L.ANS � 61 - I mytlel"SROQ ` �XI�T. Jr V ( R.EMoYE) M6vtAtc GUTTER � t 4, .S I 3A.c.OVERc.A>/ F%ATt�EtZ 1'a JOIN j 2'(o 1AN, 2114 MuJ. - EX t5T AC FVMT. - JOIN EXIsT a45 n� P�--------- ----- --- of���tER- '�.�..E'xlST. JOlht EXI4T A,B. MEtxe.N GUTTER rMFLEG'TaR WA! L gL ocrcvJAtL ` A�. . 1 c�,pt;J�/ALK 73 A i • � 9.25 . GE'CT1O_N_ A -A No SCIA t_E DEFLECTOR WALL. DETA,I L ---- --r�io SCALE ---- FIELD BOOK REFERENCE r SCAL e ; 0— 4 ft CITY OF RANCHO CUCAMONOA DRAWN BY: APPROVED BY: DESIGNED BY: CHECKED BY: RECOMMENDED BY DAT Cly y tNGINEER STREET IMPROVEMENT PLANS FOR TRACT NO. .9456 o-uzr (-TA.VE�J AVENUE DATE W. 0. NO. ROAD NO. FIE NO. �'] • toG I 1 s EET ?.Or,: J. N. L02 -13<o AO ec 0000" 20.00 31.42' �ONSTRUCTIdN NOTES O loi 3� I8" 20.00' X5.48' VALINDA AVENUE o ��27" 20 � 27.2' 2�CAN5T. A •C • PAVEMENT (I NTERf 0 ST.) Op 5 24 20' 1482 .00' 135.82' —CONST 18"CURB & GUTTER PER J.B-00. STD. DWG. (15 O QUTR S -15 -CO -5 57 2 ' 1518 00 4 CONST CGSS GTEPERS-15-CO- STD.DWG. I19 15.7'7955O,e' 20.00 -1.90' S OCONG ST. CONC. SIDEWALK PR S• S .CO. STD • DW9 G• 10TYPF�8 ~ O 2 OCONST. SIDEWALK RAPP PER 5• B -CO- STD. DWG- 110 G 1o0 03'42' 20.00' 34.03 CONST. CURB. SPANDREL PER 9-B•CO . STD. DWG• 119 H 2932 2S" Go 00 3094 O IO ?_55 5441 40.00' 1"78 •G6' JO 46 22' 12GO.00 46 SCS' KK 14716 32„ 22)5 55' -73.12.1 BENCH MARK NO. 2(G* PREPARED IN THE OFFICE OF MADOLE &ASSOCIATES, INC. CHIS Q N•E• COQ. CULVERT ,. CONSULTING CIVIL ENGINEERING HEADWALL N - W • COR 19TH ST. 1633 E, 4th Strut Suits 280 SANTA ANA, CALIFORNIA 92701 AND HAVEN AVS . PHONE 714 • 835.2548 ELEV. 1430.688 _ 1�'M- MADOLE R. C E 14A14 nAlF _ NO. j 36.75' FIELD BOOK REFERENCE REVISION 5EE SHEET NO -4. MONTE VISTA STR• s DAKOTA _ -AVENUE CITY OF. "-SlXeET IMPROVEMENT PLANS FOR W. 0. NO. RANCHO CUCAMONGA TRACT NO. ROAD NO. DRAWN BY: APPROVED BY: :5 6 DESIGNED BY: 94 FILE N0. ,? ' CHECKED BY:- — VW4.aw vALINVA ANJEWUS �°6 � BY DAT RECOMMENDED BY C1� -ENGINEER /0-lf AKOTA AVtaI�VE SHEET SO,F4 J. N. 102 -130 `t .0 i N SCALE 1 = 40 CURVE DATA 16 17 a Q L T 24 37' 12' 57 00' 24.49' 13g 18 47" 153-00' 128.87 900423 27-00' 4? -a5, 9004 23" 4500' 70.'75 aS.OE, 127.3 522.00 1 1 a .-7 12 3 S 51 540-00' 118 -73' 59.60 1235 SI" 556 o0, 122.69' 3'56 2S S58 00' 37.40' -117'OS" 540-o0 68.E 2 30'OSS S22.00' 22.7�J' 1� 11� 23 568.00 I I .5g, 5 18 4.(0" S40 .00 50 .07 1 21 51 ' 522.00 12-4B' I IP,a.KOTA AVSKM M u U -- ci 111 S�� SHEET NO -3. W 4 3 co"STRUCTION NO`T'-.S ('1) CONST -0-21. A.C. PANr-MEN- (INTERIOR ST. O3 CONST. 6CURB g GUTTER P1=R S. B.CO. STO. DWG. IIS S b CONST. CONC. C. SIDEWALK PER 5.8 . Co . S77D . DWG • (09, TYp�a $ OOJNST. BARRICADE PET? S.$.CO. STD. DWS. 30S -CG) 9 437 •= f a2` 9S•0o' R�W 6O •oa' 60 C)0' 6p. oo' • U W 24 25 Q6 27 5F -E SHEET No - 3 VAI_INDA AVE NUM MONTE VISTA. STREET j i 11 P, u J. N. 102- 136