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HomeMy WebLinkAbout626 ESTIMATE E OF OUANTIT/ES ESTIMATE OF OUANTITIES --- . ---------r Q `---"-` /TEM DESCRIPTION 42UANT17Y UNIT R�7�fARKS /TE/M L�l�t^RIPTIOIV Gi'V/T RER�CS 1 . Clearin and Site Preparation _.__ .__9 um L.S. Incl. Mics. Removals 6. 8" A.G. ikG 36 L.F 5td, 117 ADT Excavation and Gradin See Gradin Plan 7. P.C.G. Drains a Curb 5ee 5ecti nC-C -Sheef3 A 3- Remoyf,"tjna A.G. Berm 1 374 Banyan Street 8. P.C.C. Curb Cn y L.F. O� 611 , Gutter Z7 L.F. 1 9. P.C.C. Cross Gutter 8 Spandrel g 81, ,C, Curb 8, Gutter 30135 F. Std. 115 !0. P.C.C. Driveway-W=22' Incl, at Bridle Paths W= /8' 096, lfernate 2 5A. e. f>✓E.��w,vt� - W/wa TPS -.�i�=¢' / EA_ Sfd 209 11 . Install Street Name Signs ; ��� I 12. Install Stop Signs 3 Each. 4 13. A.C. Pavement 0.20' thick / / t S m Pavement 0.20' thick310 S.F. Drainage Channel 9 8 7 S A l � gL 75 L.F. Detail on Sheet ubble Protection in P.G.G. (Rip R ) / � S.F. Is, 12r Rock Cutoff Wall - Her' ht� 3'oR4 ' /02 L.F. See DeAwi/3 19. 2411 C.S.P. - 14 GA 2 L.F. Z — — — — — -- -- 4 P - 14 CA 4 L.F. G�p6 91 A.B.S. Orsi ;p P, 60 L.F. See Gradin P/an 22 1 nRetainina Wall, - 35 L,F. We 11 Site 8 Lot 24 q,�d,;, p�n� -Masonry Wall H=4' West Tr. Bdy 793 L.F. Std. 304 -See Grading Plan �/•U .94 Lost 11 M;4rkL-r I VN 2.13 Install Vo t- - e ec or d -p rA ',� O % 1 t`al Guard Rail Tnc 1 _2 end sections• 26 L.F. Std. 308 r� �� o iENERAL NOTES o � �— — -- - - -- - - � Posts at /Z -b' 1. All work shall be done in accordance with these plans and the San Bernardino County Standards and -P �� �•r, Specifications. Contractor shall be familiar with and shall be responsible for adheraree to these k) J5 C�� o standard specifications. oo a r3 2. Street Markers per San Bernardino County Std. No. 303 and 303A shall be constructed at each intersection. � 3. Any Contractor performing work on this project shall familiarize himself with the site and shall be e Szt' AZ ��B Di!~'iDl'G�" solely responsible for any damage to existing facilities resulting directly or indirectly from hi — — r r� T operations, whether or not such facilities are shown on these plans. g d 4. Shading on Street Plans indicates A.C. Pavement to be installed. f OAF fit• 5. Road Department approval does not include water system and estimate of quantities. 6. Compaction tests of embankment construction, trench backfill, compacting original ground, and all sub- grade shall be performed at no cost to San Bernardino County. A written report with these compaction tests shall be submitted to the Contracts Administration Division of the County Road Department for Olt approval, prior to placement of base materials and/or surfacing. 1. At the completion of paving, a materials report shall be submitted to the Contracts Engineer of the ( WL^Ja h San Bernardino County Road Department listing all tests or determinations completed to verify. /f (A) R-Value, Sieve Analysis and Sand Equivalent of Aggregate Bases. } (B) Stability, Oil Content and Sieve Analysis of Asphalt Surfacing. m e. -- — --- 9. A permit will be required from the San Bernardino County Road Department prior to any encroachment or 4 construction within the San Bernardino County Easements or Right-of-Way. 10. If asphalt concrete is to be placed directly on subgrade, a soil 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. �Y/�f'E-TEE�YTiV 11, A permit will be required from the San Bernardino Count Flood Control District 45 da r`^ - ve 4u Y Ys prior to any encroachment or construction within Flood Control District R/W. 12. Estimate of Quantities is provided by the Engineer only for the convenience of the Developer. The 117 Contractor shall make his determination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed in the Estimate of Quantities shall be �+ be considered as included in the other items of work. Quantities supplied for comparative bid use only, and use thereby creates no liability for final pay quantities. , S, n o a _BENCH MARK CONSTRUCTION B.Mo S.B. CO. B.M. NO. A243 DRIVE NAIL IN CHIS. "0 " NORTH O CHIS. O N.E. CURB RETURN CURB RETURN OF PUMALO STREET AND BANYAN AND CARNELIAN STREET. SAPPHIRE STREET. ELEVATION: 1726.36 ELEVATION: 1828. 19 �PEC(At 2V6TE FROM 'PRIVATE ENGINEER TO CO?,MAIC y• Contractor agrees that he shall assume sole and complete responsibility for I& she 46nt� r ond�property; thtions at thisrequirement shall pply continuouthe course Of construction of this sly and unat be limited to ding safety of l �� y working hours; and that the Contractor shall defend, indemnify and hold the Owner and • the Engineer harmless from any and all liability, nil or alleged, in connection with the reef nce of work on this Protect, ercepting for liability arising from the sole neei- Bence of the Owner or the Engineer. R • oroy6� 9_ZZ-77 I )SCE No. 21104 - ERS MAS FC316 SOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNA4RDINO I M PROVE M ENT PLAN S W. o. NO. s�A ,, r,00 , o �E�FTE �aEtJE�ALNOTE 8, AND �Ev ISE ROAD DEPARTMENT TRACT N0.9350 N0. EAST A STREET QUANTITIES ��oRr, APPROVED BY A , ONTARIO C LIF. 91764 GENERAL NOTES VICINITY M P 714 - 986 - SaId o..." t%•s•� FILE NO. aa«a a �' I3>fT7COMMI I�. �C INDEX MAP & BENCH MARK W.� f ZZ-77 R.���.�..�, N 2 M.". DAT R1WPONS APPRIJ DATE STC SHMT of -4 7G 42,4 3 ' �a ' I I • 3 . /�iP18/T-TRr�rGT BOClNOAR � � 7�I W 8�►/NP6'L,'LGI�/ _ ... :... :_..,.._...._,....___..__.-,_......_.. ._, _.. ._:....,..., ... ........ .., .. .....,. — _ I E,ro.A•C. E.�i� 8977 ............... /S /Vivfr .Q�ia�� Eos�rr � • �� I I I 0 I .. . ...............,._....__.,__.. .........,_._,....._ _ I•_.____....... _. _. .... .... el.k�/7�0400 .DO .. .. ....... I N3S,94 ` t`8►9.32� I lB�44) DI 89.29 II b (�891 I 1- � 3� I I � � N .B•C"/4." /BVADO✓4 .. /g�oe. 8�5i 0 � I - Ili /rs-0/sO - ... _._. .. /e t 4/�•o C,�.�oL I�EiY4 ',,.. i®t��'O _..... NWe M6,r I _ 0 III I (8�3/ FL.(g6. 78J I I L�- _ y _3 y yb N I ... .. ....... ... .... 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' . , I � , ALE CawsT/t.1frAL ,�Eaw!6vARo �,� —`--�." =moo o 1Q,gi� P 308 .� o �. 0 OWL1 t �Z NE D 0 a E , Q N F t� # v : �• T EME � N r i Pl1 i } i 4 tk K 32 # : v o. I . I 4 1 '1 , , 6 F E I Q � t 0 q t i � 1 O Z O j( t t ]}« a � S I� 1 r G � 0 l t 6 Ih Q 1 O f jj} r i t V 1 .t d' r vJ . , t t I t `tea 4 1 I�� ��IrX/ :I i n t7� i N o _ h L� M 'I fit` t a 6 //6 � � :__ : ._ ti ,_ ._ _, r _ 4 Q � � ! •x,38 �y0 /770 a. ON CURB { . : . (•1 lu 1 # . c*i ' O • ao `0 30.98 R R € O n.•O _ W tt 1 ' CURB , - - D• N a a ti 0 M h 4 i� � 0c i T� •c � 0 Q. CO , b• tom• N , a o �XlST/N� t�'U�FAZ`E Gb P.L. �• u _90UTf'f 4 �L. v i $ h V N N y 1 TOP OF SL Y. CURB �► `"' — c7 (Qj; SEC710N B-8 SECTION C C SECTION -A yOd �� , 4 I f —i V = $CALE.I=Z C a SCALE. ) 2 SALE !` 2 a; - i , . : Z " D MOTE: L COrS/CR To CLA.�S B . y _ __3 , , ' � AL ErE , PROFILE ' SCALES V"FRV �::�' Came01".r 0A X4 C 0/ Bz38°44'22" L N ah. R.60' 2.40.57' SCALE I = 4d - T=2/.09' ; o , o R=a0' L=/79. 7'S' ' O R= 2V,z=30.98, rz r--i9,T' SECTION D-.D "i � �+ \_ 5CA L E: 1'x'2' ,./2 � � /e. vvv 0 a Nk I , I //' 22 3 s`Q�go 5A.39' IN CONSTRUCTION NOTES k� j o� \ +, i L-00 0 r gz 3d 8� CoA v� �1 por a T '1 3 Const. A.C. Pavement per Typical Section. b�. I ,��� �4� Trfl '=, ® Const. 6" P.C.C. Curb R Gutter per Std. 116. 8 F�.^�'3 I I` ( /I 1 1 �y " (H / T G�4% _ _ b /II I // © Const. 8 P.C.C. Curb 8 Gut ter per Std. I l5. _f.�_ 5 �. ilk --L QE Const P.C.C. Cross Gutter 8 Spandrel per Std. 119. p /V 0 ' ' � 44 53'/E''w� GI 10 ��I Install Street Name Sign per Std. No. 303 & 303A. �. t7 T! 2� �� -�—�v 89'31' 0`E z yj� i b SEE Sf/EET/yD. D H P � I� tv _ t' `. _ Tr /i O l�iO�1Sf Q20 'A.C. Po✓crnurt over Com octcd No�iv� Su rt?dG I Const. Residential Driveway r Std. No. 128 W !8 � s ,. c•s� eQ.41 ' h o f y Pe � F y .,, L I Qy 9223 of 1 / • • Install Stop Sr'8n r firs p • ,oE� 7:� 9zz.� \ / ,1 2 O o •Q t {` e 1A• �i1PROVEMfNT3' PSR 11P 9�5/ 001 _ � PiP072c'CT E'.T/6T//Y6 !/�EiPGiP!! /1/0 !?!L/T/�'S' 9tEj$ l• • ; o � 0 1 v lit 11 I II ' o � � 1• `qC � II PERIDOT COURT. . ?3 X11 L< G•�- o Covsr. �h.�P��n-��vrs� rCH MARK CONSTRUCTION prE g.d DErA�t s ,4,BovE N B M. S.B. Co. B.M. No. A-243 Drive nail in Chis. "p" -North Curb Return Chis. "El" N.E. Curb Return Banyan of Pumalo Street and Sapphire Street. and CarneI i an Street. d-r," 3" Elevation: 1726.36 Elevation: 1828. 19 - R-po L- T-/996' BANYAN STREET See Sheet 2 for TyPical Section f FIELD BOOK FIEF. COUNTY OF SAN BERNARDINO W. 0. N0• I ASSOCIATED ENGINEERS IMPROVEMENT PLANS Q APP APPI;OYED 51 KUGTuicgl SECTION 9 Zi ROAD DEPARTMENT , TRACT N 0. 9350 316 EAST "E" STREET Designed M APPROVED BY ROAD No. T1 ONTARIO, CALIF. 91764 Drawn s BANYAN STREET b PERIDOT COURT FILE No. 714 - 986 - 5818 /� tl 'g '�� chocked • ASS RO CO . 'iSSMOHER _ REtcn+n+ene.l sr ALTA LOMA DISTRICT t R.C. E. 21104 _ PATE AR REYtWNS APPP1DATE SWET of 9G• 32A � • L s r . _ - _ • a `. > , I L /G9,3 on Cir � I .'6 �e 4Z' I on �ur6 s � � L=3/. ' d o G 1. Fob T P L�/Yl�/LY. a VG � t �z1 6Z /¢ , , Go d i « rya n u C� / Y o : t , a a I , �o 4 h .R 58.40 = � • ' � � U V' _ , ioa'a c. ✓ �. � r � ' t v �1 t V i m d t , v � i t , d a h S f w r d d , v r �f B N t fl1 x V �0 �i r h E V 0 b 4 0 r - f b a a t , 0 t i o t � 9ob t f a Ilk t t v oo � �• ` �' 9 9./ 9 cr7 A.C, D/KE D 2 m h i h tii o. , I b 4 t i /8 23.4! 5'7�B �l►� ti 1. a1 v 17 + , r E , h -� f r , + V r , a r > O , 'n \ h + h < 780 77C 1760 17,7 - P Q N h /� h v B , '. n � � � hfJ'•=745/ e(� C.f.I/vries . , 0 , s kK ti \ , h o 0 , , 8 _ L 0 i v.c. a M . 31'.06 3 0 i t , % %4 , , i v , P S h'RA F 4% . RL?PO EO DE W W¢3.04ANA n. �. a,r // /' : `V .vr F 1 : a1 4 b r N .� s J \ P 7 v 0 k � b s ./ 00 KC. K.�I O 0 / B 8 W o r w a o h 4 � t V a 1 d h �0 V d q , 4 00 d s 8 , , a a a0 0 , , \ o 0 r N •R 0 0 a• i b 3 h z `1 Will u n •� V o p GG 7 O n [� 0 G p N /n c �l e 7 „ , , a 1 h 7 s � � -7- 170 �_ _ _ > 70 ala s h ^ :� t , -d 0 , �► - r o + r b • f 0 tih b „ r a h f , f o � , , : , h _ �4 , t , _ . a 3 x P a s ♦ f , , � , � ,. t . , , , t 1 9 , s , SB. O o Vle P 4 D V C. , `w Y1 L T P �' u�a rl ox . - r r �' t. 8" v .� �e -4 Yvr S f t J O k i V S { O s i e O n o , i h w a G q 0 a 4. 4-0 o •/ 17 0. o m h m `" S ti1790 1 T o ' i2 3' T �1KE 0 v _ V �r : r IL Vill cA hal 01 ti � i V � ►� �( n � h `^ N V � ? v \ J o V tt) a °` 0 Vh tih - r f v o h \ 1Oil rZ / v , a > > 4 v x Q 4 , o 3 4 2• c A Q . , a a i d 0 I J N , , d B k t' / L 7 4 � L 5 9 h 9 _ Q i x a 461 a Qc; /2 V C. Y. t• qp _le3-Z, Z219�/2' on car \ Y.P.L=6>.75► V,Ail:74 7.3 :" •� 2a2 79' on �'ur� � E PROF ILE i, _ 10 I I 12 I3 14 15 16 17 18 I 20 SCALES " '"_4' %emporar y _ , o P Povamei� E,P N y o✓am 4= 900 1e=20e - F%74/ yar�o�c yF 2 _ BENCH MARK CONSTRUCTION B. M. 4 - 31.x; T=om' R SCALE I " 4C� S.B. Co. B.M. No. A-243 Drive nail in Chis. "�" North 4e -Fu h°' Pce 4cays / „ Curb Return of Pwmalo Street and �1 'i - - Chis. O N.E. Curb Return Tirn�oo� y Banyan and Carnelian Street. Sapphire Street. doh R•�oike ti Elevation: 1726.36 Elevation: 1829.19 P \ tr8 of�- 4 � 3kq A 4- B�' 1 2O2t�.50 B•✓Y•4 / 3T. ✓E s MI 4 o DETA/L - a� 0. 9 o v v VR.4 EN/E/V T Ar'EAS °� �►'� k 'i f l 3 ? G I o^ �d � 9 c'J Sfo. /0145 b .? a Sco,(e /~=40 6bae r \� I I if�" s° CURVE D'QTA- TEMPOiPARyLUL-DE;SAC ` I� NI�(see �f �`V'D F \ ? \\\ \ o� \� 14 RI*W e S a os '` fjw PIS ply �I r X33 ��� r �q2 �P \��li-� 4:2J3j&29'39" 4,Q.?'4S'46" R=s2' , L=25..20 _h _ , _ '� �q, � ,\►,�b F'� �, fy 900 & a r=iz,�s' $ � - � o• , - .mss/�- `I s�►oo' `..� 9. ,o � . 4 J �O/� //I `_ �_ goo R=/732.74 L=/9556 T 9768 I =9/°/9'ZO'` � /Q L d A FL.G 3.24 y 0 �c: 4 !p _ 0 q� r.c.GGA R 4S' L T/,?t" �+. 2 r �Go.�3 i Say ,�c`� _ a= 7°¢z'zi" �=23o�9s.3d r. /s4a I - C a a� _ ' ._ ao b arm.9 {' ,,a' - Sr�g C/ ►s T s2 9 T.G_ G 3.7/ ♦ s �. ,.�-65?Z' • d `1. � N L ? T/7/48 00 pE,ei�T.59,85 a = f� GG.97 53/7'S4• '- C ` 2 R=Al _ T.O?QG' d= 43' osz' p ,V R/y32.90 • �� 35� 4o ./? . T 1498!' G43o _ 3 �7�4' R=Zl B _ _ . /(- 45' L•..i 57 R l��¢70 //?4 9 00' ®aa3 -A . l d D=.Ss"i�i8" T /7 d/ V60'0 X-5 7 L:�Z99 0 K �-� °g2' ? ha t/G' 4 61170, 4-134 30 /2 q l.(?• o' 4- ' 30' 34' . R-/�84.�' aya=o/°44'/3" . � �-?• O � � N /7 /4 K , T=2 .56 O n a` l- s�o,�i¢, Al" eE C. a33 o.-U d. k g 3 p3 fY , •-4 �g Ay /f'� cF U�1� 8 c.- S6OP�/a"/i'7 3' ranee �� gld�- cr�r � • -� v� O CoNSTiQUC1' O.20'AC. T- 9,1�' � //T. PAVEMENT OVEN CGLNPALTE,O � `�� 'a PERIDOT AVENUE. �AT��� TYPICAL SECTION•P R/DOT AVENUE 6'ljeer1vo ��� s CON,.TRUCTION NOTES a � ! cQer: �t/owE O�, ! 2' OWS1. P•C.C. Cross Gutter�4.Sp4�dre/, LW Std//9. e? (�m12o4-oi, Fosemiis I Const. Residential Driveway per Std. 128, W- 40". / �J _ I�STA/l-,BERArI OPEN//VG S, Gr44/ ; �% ® Const. A.C. Pavement per Typical Section. 9 Nr Const Headws//�q.C, ,a,,,r�/ © coast. e�� P.C.C. c��a a.,� per std. 11�. ASSOCIATED ENGINEERS �i �w� eooK h-F COUNTY OF SAN BERNARDWO IMPROVEMENT PLANS W. o. r+a. AN Tr�r�sifi�r�Ptr-eta fo�Sh=tZ. FQ Install Stop Sign. ,�! • M ADO APP20vE0 ST2uGTU2AL SEGT�ON 9'2�'� ROAD DEPARTMENT TRACT NO. 935 4 vGSf � '� oto Els �C- Install S#ieet Nau:e Sign � Std. 3613 u 303A. 316 EAST E STREET ��, nie A�OvED � F.L. ., _ O ROAD N0. N Ca�sf TSL.F, 30 RCP-(/yooa� ONTARIO, CALIF. 91764 Or�wn s _ f . O 7t4 - 986 - 5818 _ �-� PERZDOT AVENUE F1l.E No i Cflr,st. A.C. Dike per Std. 11/. 8 m� � � � �-� Dw6. No. 62b /j, � �'onst. TCmpoi-ur'y D.20'q,G. P4vCincnt OVCr omp4G!cd NOtr'va SubgradG 0 �,,,.���y . ALTA L 0 M A DISTRICT !! - -gyp.. Cvnsf P466/e d�.>ktpe� S.B.G,f.G.OFi/e�✓o�P. /33-4 9=95;B�CC6�O;•H-5�0', R C E2 DATE RevWONS Ai+R DATE MuN it E I t '�;�f`C Si rT -4_- of