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HomeMy WebLinkAbout606 i - i I ESTIMATE OF QUANTITIES BENCH MARK ITEM N0. DESCRIPTION STD. N0. QUANTITY S.B. CO B.M. No. A-256Chis/ed l:l in North end I A.C. PAVING Sapphire 1 ,egg Sq Ft . of Curb Return at North- 2 A. C. PAVING Internal 37,011l0 Sq Ft . west Corner Hi//side Rood 3 CURB & GUTTER (811 ) 115 1 ,800 I. J. - - did Carne/ion Street. 4 CLRB ONLY 64 l • F• ELEV 1948.210 5 CROSS GUTTER 119 536 Sq Ft . 6 SAN CUT 282 L . F. 7 STREET NAME SIGNS 300 2 Each 8 DRIVEWAY APPROACH 128 le Each 9 EXCAVATION 11,700 Cu Yds Est . 10 STREET LIGHTS 11 STREET TREES 40 Each 12 0. 10 Overlay Sapphire St . 4, 400 Sq ft 13 Block wall 30" rein ht. 301 & 302 306 L.F z GENERAL NOTES 1 • All WORK SHALL Br[ DONE -IN ACCORDANCE WITH TH£SE PLANS AND THE SAN B-RINARDINO COUNTY STANDARDS AND SPECIFICATIONS . 2• STREET MARKER'S PER SAN BERNARDINO COUNTY STANDARD NO. 303 AND 303A SHAtt BE CONSTRUCTED AT EACH INTERSECTION . ' f ' S. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO - BE INSTALLED. 11. WHEN ASPHALT CONCRETE IS PLACED CN NATIVE SOIL WHICH CONSISTS OF A ROCKY t MATERIAL , THE SUBGRADE SHALL BE PREPARED BY REMOVING All ROCKS WHICH PROTRUDE ..High point ,c V/CARA Sheet 2 DRIVE Sheet 3 ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE —� GRADED MATERIAL OF A OUAl. TY BETTER THAN THE NATIVE MATERIAL . 1 I 5• AT THE COMPLS71 ON OF ROUGH GRADING MATERIALS RESORT AND THE PROPOSED STRUCTURAL SECTION SHAIt BE SUBMITTED BY THE TRACT ENGINEER TO THE SUBDIVISION SECTION W OF THE SAN BERNARDINO COL:NTY R(AD DEPARTMENT FOR REVIEW AND EVALUATION APPROVAL ` WILL BE GIVEN WHEN All STRGCTURAI SECTION REQUIREMENTS FAVE BEEN MET. A SOIL STERILANT REGISTERED BY THE E .P. A. FOR THE USE UNDER A.C. AND P.C.C. SHALL n a BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FUt.t _j • - TRACT ��Ja O PAVEMENT WIDTH PRIOR TO ,PAVING . � � / 2 3 4 5 6 /2 /3 /4 /5 /16 B• AT THE COMPLETION OF PAVING A t�ATERI At REPORT SHALL Be- SUBMIT TO THE CONTRACTS O W O ENGINEER OF THE SAN BERNARD I Nf1� COUNTY ROAD DEPARTMENT LISTING TESTS OR aDETERMI NATIONS COMPL ETED TO V( RI FY: &. A. S,TABIIII""TY, Olt CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACIN B. R-VAI UE, SI-EVE ANALYSIS AND SEND EQUIVALENT OR AGGREGATE BASE . V 0 Q 7• COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILLtCOMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHAH BE PERFORMED AT NO COST TO SAN BERNARDINO COUNT ,Y. A WRITTEN REPORT WITH THESE COMPACTION TESTS S All BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROADOA MENT FOR APPROVAL PRIOR TO PLACEMENT OF SUB-BASE, BASE AND/OR SURF SHEET 2 SHEET 3it IL / be I N 8• RPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEW R SYSTEM OR ESTIMATE OF OU� T1TIES. INDEX MAP ` Scole: /"-/00' ' I . ALMOND ROAD 4 LA SEND ROAD THIS TRACT HILLSIDE ROAD - a J WILSON ST. a W i >_ CL a o: o: W m I • BANYAN AVENUE VICIN/TY MAP NO SCALE i PREPARED IN OMCE Of: J. RICHARD NEWTON, INC- ' FIELD BOOK REF. COUNTY OF SAN BERNARDINO " 0 NO 626 West "i Street TRACT 9298 Ontario, California 91762 �4 ROAD DEPARTMENT PAF�TM E N T • R r) NO 714-986-8707 DcsiekEo o. pkfMk �r �Ecr.Ev B, UPLAND AREA . APPROVED 6Y _ TITLE SHEET �i�� "� /' A SUBMlTTEO 0Y , L( y,C 0 E ASST COUNTY E NOR-ROADS DATE w6• N� b0 • ,� lel •4 La t � RECOMMENDEEDD/APPPCVEL 8r ROBERT A. BEBENSEE R.C.E 22877 EMWARK REVISIONS APERDATE �sST poaDsco ss10NE- ENeR DATE COUNTY ENGINEER pATE SHEET of 3 i t ` 7 I • h M 2070 t l PI VC 72.71 _ ?500, 2500 25.00 25.00 5.00 , 25.00 : o ti / tL W N l 31.36 2060 2060 2070 _ $� 718% /00' VC V _ PI VC 58.35 h S/ope 194 l co \� 25.00 25.00 25.010 25.00 Exist 5urfdCe of �` _ - j trj O) N' h Q: 45 1AJ a 1 N a a O � h) Q, 2056 2670 2070 2060 2060 Fin. `Grode /0'N of v Exist r /00'V C 1 VC Exist. East R/ 7.18 25.00 25.00 2500 25.00 } fop of Edst Curb Ton Shope 5.48 V O cNozz a coo 5.48 % � � � � � � W Exist. .South R/W ° � k_1N C3 60% O � V 025.00 25.00 25.00 5.00 to 4. 2060 2060 _ 2050 PI VC 74.48 150' VC Top South of C i c� .24 Jo � o�i h hV a O to h co to h W z PROFILE 3.60 % o SCALE N ta. h o 'er > i"-40' Horizontal a ,� = S00 500 to V _ 2 . 25.00 25. 2 . h I - 4 Vertical PI VC 58.33 2050 2050 w v loo' VC 10 II 12 13 14 ZO 1 2 3 4 5 6 W > W Q C W W I �� _ ` ` - _ _ - - - - W Future Ca G _ I `��� ` �,� _ r... 2 Slope 2 Level Tr_a c t boundar C ' N i �t An VICARA I DRIVE O p W G� G��`I'ro -_� -N PAVE PER SOIL TESTS N N U w o t� ti0� 'l _ Const curb (8 ) a utter per Std no 115-to - - 20' LNJ W Scale t"= 4d, °° 0 o = II . + 6606 83.00 82.00 82.00 82.00 82.00 - 82.00 - - - (n rNCi ♦ M I m O onst Cone block W // 30"NO(nin)- , J Q M a ( �22_& per std 30/ Scale I"= 40 to T T A r J )j,5 J Uj J vM Z ( l,) ,-JI CURB RETURN DATA: � W O -'r= I 1I ' a _i 0 �� I�) � A= 89°5010 t ( 1 z 5: R = 20.00 'L= 31.36' � . . T= 19.94 !_ Z 3 Exisr C d G/ SAPPHIRE N er to ST RE E I 'N SEE DWG 53-52 �9. a 33 j J 4 0.10 Ov toy `� a �n ,Pave per `soil tests o a ��� Z L) o C-) r _ N Make Sawcut P Q,, Q W v N M N ---- , "- a- 1 H- p 1 _ 242.15 - ---1 / - Q 0.00' W _ 33' 33' Constr 8 AC Dike CONST CURB a G U T T E R PER STD I INSTALL STREET 30.00 30.00 1 //' 22' N to meet existing ♦ �� CURB RETURN DATA300 ' ' I O 'n �r Std 30%Block Wo// e-89°50��� S I G N PER STD, 12.00 18.00 10.00 200 ' 15 7' 10'6" 3' -} tot CP R=20.00' C) II x4 3 O o� Minimum height j �• Remove Exist. AC Dike 5.5� 5.5� 3 L=31.36', h See Sfd '302 ~ 3 T= 19.94 �, �1 (jJ x 1 h O./O Over>oy 2 rn G��` �.� (L' 3 Leaf / C V 3 _ i 2 Feather i a M ,� 1� �O .. 0.33 0.4 r; _ ° C "� � _ _ m Slope /"in v o �' v4 Ft Level hne� - - - z 1: I -- _=_ o a Slope /.5 /mo -- a I 0.44" 0.5' _ 2Gb% h a� o CF 3.00 _ Exist. C 8 G �� ' (aj S/ope Varies Constr. 30"concrete Pa ve per stYl tests f__ ° `. block wo/1 per Std. (n :, A• I EXIS T. IMPROVEMENTS 30/ Q Const Curb a 9utter Fq>yre Improvements V per std no /!5 Constr. Pavement Constr Curt & Gutter per so// tests - TYPICAL SEC TION per Std. Na. //5 (8"CF) > r TYPICAL SECTION V/CARR DRI VE • ' MOT TO SCALE ! SAPPHIRE STREET NOT TO SCALE BENCHMARK A C: �;t, j PREPARED IN THE OFFICE OF: FIE L D BOOK REF. �.OM11 Y OF SA J4 fo P�A RD!N10TRACT9298 J. RICHARD NEWTON, INC. � S.B. CO. B.M. No. A-256 � -�-�- _ _ - P . 1 626 west "z" street Chis/ed'Q' in North end _ - 1 cwr�� to Ontario, California ,, UPLAND AREA � 714-986-8707 of curb return, Northwest a. a c 4 E : e,r Corner Hi//side Rood and - VICARA DRIVE & I I Nr) �J Carne/ion Street. �� - s IRw�trE o sr�, ^c o E ASST C0UN ry F N-:1>-R iAr! S DATE D1Mre•i wo= �0 •� ELEV. 1948.210 }: RE , �� f ... : _.. SAPPHIRE STREET RO ERT A. BEBENSEE R.C.E. 22877 I �rF i�'�Vf�,fGrtiS /!Pf A DikIL ASST F{,> CC 4Ea E E Fx`Y E°1Et%r R C2�"E F S-to x � of 2050 PI VC 38.55 25. 25.00 25.00 25.00 _ - 50 _ h /00 VC , W mM W h O M ' h P1 VC 35.55 ' Exist. NorPh RIW 25.00 25.010 25.00 25.00 � O O v� t` 3.60% 4i O V ti h ►n h W . O h . _-. -_ ExisfWest R/W 240 2040 2020 N _ 2020 41 5.941'� •Fin. Grouse'/O N of , �c j , O i West C rb { Top of 4 . . to V 3.60 0 O 2040 E 2030 2010 2 010 E`'xist. South R/W 2899 —� , 2030 ^ 2030 Top of South euro 5.94%f,3 tin , of W r O �ti M �f '') M aD O h w V - O ~ ~ O � * ►� M h �\ M / 25.O�1 X . 25.00 25.000 "`� '', ''') w ai N Eb 2030 0 v - N 2030 2020 2020 PI VC 38.53 _ 2.9990 ti ` /00 VC 2500' 25.1X3 25.00 25.010 I. � 5 Exist. Surfoce of x G P1 VC 35.53 /00' VC t,b a / 5.94 4'l0 PROFILE SCALE . • � 1"=40' Horizontal � v - _ 2020 201 2010 4 Vertical m _ �. _ 4 - , f 7 8 9 10 11 12 13 14 10 11 12 13 14 o I` W W , .� c �I c� •: Const X gutter per _'I y _ _ j STD no 119 Pove out ' ? 31- 70.2 8 End exist !2��s IX M I i m proveme n is CURB RETURN DATA: ���s m a � - " - Slope 2/1 _ Level 2 0=90°0T56" N VICARA RIV -- STA 13+ 30.41 p _ 18 R= 20.00; N - E - , h a L= 31.46 I JASPER ST. o Constr 81 Dike per Std. //7Q T= 20.05' N w p Install St sin per �, M Instal/ 2 Post Reflectors per Std 306 ,� o - (n Go o� o Pc ve. er S o i/ test s '- - - ,� Std no 30 \-W24 �i PAVE PER SOIL TESTS80 80 80 80 82 82 82 83 66.42 �hh� �, � 242.19 ,5�Troct/l 8 Po ou t �G`L�1� �� ___. _------- �o in. - ----------- - - ------ Al-- - - - -- - - ---- W .I s - -�p -- Exist. Borrica a per Cn r 3O 1 JASPER o STREET Troct 9080 J 10 11 12 13 14 15 18 �ti 20 I� - - �ro.Gh � � Existing'pavin9 � LU I i -— exis ig curb and t7 � - -- CURB RETURN DATA: a_90°o7'56" M Q 'I v See Troct No. 9060 R= 20.Od� M h L =31.46 T= 20.05 M I y Q o v � � r r V N �I > V PLAN 30 30 SCALE: /2' /8' /8' /2' 1 =40' 3 55' M mI I „ I 8 Remove Exist. Dike h rr �i Slope V in / LEI VEL Q 33 1 S' L/NE 0.44' Its V 2.00 —�� _ 1 - , Pave per soil Constr. Curb A Gutter per Std. No. //5(8"CF) tests -��Exist. C a G EX/ST. IMPROVEMENTS { TYPICAL SECT/ON JASPER STREET Nor TO SCALE PRE1*RED IN TW OFFICE OF: BENCH MARK -- . �} FIELD COOI:. R�--F. COUNTY OF $AI� BF��4 �4 10 TRACT 3298 J. RICHARD,NEWTON, INC. e�.�� D�t� 626 West I Street S.B. CO. 8M. No. A-256 . ,_�AII temp._Yronsif�00 _. ,. . __ ROAD DE, P'1�RT Ki NT Ontario, California Chis/ed D in North end ;� � N , . F� "��" �` UPLAND AREA 714-986-8707 curb return, Northwest APPRI-)VEC) BY Corner of Hillside Road VICARA DRIVE & f f r} and Corne/ion Street. L1GJ � 1LY F tuR =TrEO erg ,�. _.. -C 0 1 ASST C-OuNTYENGR R�Ar)S DATE: Dws- No. 606— JASPER STREET 00 E EV. 1948.210 ROBERT A. BEBENSEE R.C.E. 22877 tf_' ► fiE ViSIO��f� AIPPR AS 1 Koen �n�v Ss, ��• [roc Dtf?. CC�UNIT ENCfR'EER p�TE 4 3 . S ` �►4EFT 3 of