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HomeMy WebLinkAbout627 L S71AMYL h[- QUAW'1714LS /TES/ DE�RIP7710N QU TI UN/T REMARKS BANYAN - , STREET i . Clearing 8 Site Preparation Lump Sum L.S. Incl. Misc. Removals DANYA/V STREET ` 2. Excavation 8 Grading Lump Sian L.S. See Grading P 3. Const . G.2G' A.C. Pavement 119,986 S.F. 3 �6� 4. Const. G.25' A.C. Pavement 12,668 S.F. Sapphire Street ' 7- G�P� 5. Const. G. A.C. Gverlay 13,18q S.F. Sapphire Street Const. 8" A.C. Dike 31 L.F. Per Std. 117 7. Const. P.C.C. Curbs_ 8 Gutter - 6" C.F. 281 L.F. Per Std. 116 ID _ st. P.C.C. Curb_8, Gutter - 8" C.F. 7,727L.F. Per td 9. Const. P.C.C. Curb Gnly (Returns) 182 L.F. & st. P.C.C. Cross Gutter 8 Spandrel 5S.F. P -SAO ti 11 . oust. P.C.C. Driveway Approach 9,05q S.F. Per Std. 128 TRACT 12. Install Street Name Sign 8 Post 4 Each Fer Stds. 3C3 8 303A �V, 5/TE Install Stop Sign 8 Post 2 Each 8V Coun-fV Trans. Dept 14. Install Clearance Markers __ -_ _ _ 2 Each Per Std. 3G4 Sc,�,cF: =too' P`a / ; g _ y W _ l � — scc Gradin P/,i f 15. 6' Hi h Masonry Wall 206B �i� 16. 32" High__Masonry Wall 366 L.F. 5ee (vradin�P rt I / 17. Const "A" Catch Basin W=/4' and Local Depression E��� er Stds. 2G3,244206 8 206'A_ _Install 33'" Dia. R.C'P.�isoo o) 53 5 .,_eancut c 10 const. Storm Draln �� __- r �d�44�2G19- �� 3 m Q Con_6t. Concrete Rip Ra.p Out I et ( Each Per S.B.c.FC.D-5.P I8 3-A EA v I ORANGE Sr. 21' Install 24" Din.. R.C.P (1500 D) 64 L.F - - 4122. Const. Type "A"Catch Basin W=7' and Local De essron - / _ ' I EctG6 Fir Stds. 203,209,206 20C 4 ,� # Quantities given for comparative bid only, and no liability is created thereby for final pay quantities. 5 GENERAL NOTES Q� Q 1. All work shall be done in accordance with these plans and the San Bernardino County Standards acrd Specifica- / 6 h }- — Q- tions. Contractor shall be familiar with and shall be responsible for adherance to these standards cifica M.W. R/W tions. E 2. Street Markers per San Bernardino County Std. 303 and 303A shall be constructed at each intersection. W �V 63 O 3, Any ' y Contractor performing work on this project shall familiarize himself with the site and shall be solely �� 7 �'� 6Z responsible for any damage to existing facilities resulting directly or indirectly from his operations, t� ill whether or not such facilities are shown on these plans. 61 1 Vicinity Map 4. Shading on Street Plans indicates A.C. Pavement to be installed. Scale: I"=500' 5. Road Department approval does not include water system and estimate of quantities. r / c 9 6. Compaction tests of embankment construction, trench backfill, compacting original ground, and all sub-grade ` 60 '� / 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 approval, prior to placement of base materials and/or surfacing.�d / 7. At the completion of paving, a materials report shall be submitted to the Contracts Engineer of the San Bernardino County Road Department listing all tests or determinations completed to verify. .fRP� (A) R-Value, Sieve Analysis and Sand Equivalent of Aggregate Bases. (B) Stability, Oil Content and Sieve Analysis of Asphalt Surfacing. 39 38 8. At the completion of rough grading, a materials report and the proposed structural section shall be submitted 57 ba,0� by the Tract Engineer to the Subdivision Section of the San Bernardino County Road Department for review and IZ / 37 evaluation. Approval will be given when all structural section requirements have been met. / I 9. A permit will be required from the San Bernardino County Road Department prior to any encroachment or construc- tion within the San Bernardino County Easements or Right-of-Way. - 56 40 Goun r N t0. A permit will be required from the San Bernardino County FIood- Control District 45 days prior to any Encroachment ti or Construction within Flood Control District R/W. 13 / 4/ W 36 It. 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 55 width prior to paving. 1¢ 42 ` 12. Estimate of Quantities is provided by the Engineer only for the convenience of the Developer. The Contractor shall make his own determination of construction quantities before submitting a bid. Any item of work required LEMON by these plans which is not specifically listed in the Estimate of Quantities shall be considered as included 4 in the other items of work. i AVENUE 54 / 43 I S -N 34 I 33 35 53 4416 DRIDLZ TR4IL ERSEME"r 32 52 45 I I W 3/ 0c /8 51 I W 46 , J 1 � eW n V tu BENCH MARK CONSTRUCTION B. M. w S.B. Co. B.M. No. A243 Drive nail in Chis. "p" North Curb O Z Chis "[T N.E. Curb Return Banyan Return of Pumalo Street and Sapphire /9 50 I Q 47 30 T Q and Carnelian Street. Street. I I oc � � IW Elevation: 1726.36 Elevation: 1828. 19 OC 49 ° q$ v 0 20 2901 oec t0 ..�— hfAQ L E AVENUE U -4 21 28 a0 SPTCIAL NOTE FROM PRIVATE ENGINT,TR TO CONTRACTOR \3 Q Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this Project, including safety of all persons "11 1J and property; that this requirement shall apply continuously and not be limited to normal Q \ / 27 working hours, and that the Contractor shall defend, indemnify and hold the Owrer and ZZ 23 24 25 6 the Engineer harmless from any and all liability, real or alleged, in connection with the / 2 ( . performance of work on this Project, excepting for liability arising from the sole negli- gence of the Owner or the Engineer. dR/DLE rX911— EASEMENT ORANGE STREET �/_ - J-17- 77 Date -- RCE No. 21 104 TRACT - - � - - - - • IVD. 0)32 / FIELD BOOK COUNTY OF SAN BERNARDINO W. o. W. ASSOCIATED ENGINEERS R A IMPROVEMENT PLAN 0 D DEPARTMENT TRACT N0. 9 51 ROAD No 316 EAST "E' STREET By AFn 'OvEU BY INDEX MAP ONTARIO CALIF. 91764 Designed er D�Q.� I�C•�Y GENERAL NOTES, INDEX MAP. VICINITY MAP, FOIE N0. 714 - 986 - 5818 ,,ll Chocked 0 ASST ROAD COVW !ONER-ENGR DATE AND BENCH MARKS wee No . G2.7 3-/7 77 Recommended BY ALTA LOMA DISTRICT �. ARK REVISIONS APPR DATE uN N N R �ICT� $}{E / pf �_ R.C. 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V V 44 U �` 65.0 WE. o; I , C. tN 4 `u 1 # i `` `V R' P 92• 5 i V ./. 8 , , , • e < , , -7 , _._ 4 . -- .._. __ _. 6 .. f 4 s ; �. n n Q 4" W U . � t I 4 7 e Ar �� �" �L /�7 W ZV E IST GRoU D , 0 a1 w 8 �c . o - , . o , V N 1Ct b . p tll 4M , , < 4 � I � N tI - l• °0 a d/6 W 7aP OF AST Ct�Ra. i V n : 0 ( +A 0 14 rn o� � I o. r a� r f TQ 11 {{ 1 - 4 - - 0 �0 k k -_ , < , e e , a . r e , 1 : + Z N TbP OF U?N CURB t} a0 � i c� , , , o m m 0 •� - t W. ",N _ , i - -1 ! ! i . i4 T { �/ V I . J� n : . 4- , : 0 01 . I LCU P RB ON Y I � . 7 F A& �C 9 v 4 f O { S ¢ /k, �.� _ - ``'' '/ 'D v i € S e - O { I o U 9 # 4 � & `�c t D o P V e G n _ M 0 2 5 d9 25 .49 � V N . N � 6 6 G V 6 r d �� r ur 1 VA N 1 U !9" �\ k t � +ti k t -. - m - jkii ti �� . k 1. r Y I I o o rQ , r I. N a /3e7179 2 1 a1 M 1 t . i r , , , , i , 0 �_ n ia �VC! t� N. ; , - t . i : , ,_ t , f , :<- . , . , 3 , , , < t , - . k - . : < s9 30:a2 25.49 _ • I r I r114- . , { < c; I ., n D v 3 D �r r� { ar � o y 08 7 f A fly 7U T 5 d 'd L e G CIN 5 TN I 0 T s a e i } F i r - e yam' e - V. 9 -�Xo r. l s7 , _ µ __. . -- t • , , , , < I 11 _ } , _ _ f i , I n 6 # F 9, o C r i F i L } , d , . } I , t 4 f - - t t 3 _ i - . - - _ t i . f 3 } . i - - i - t � 1{ i : t , < € k I - - T I i F # - , ? - - - - j 55 . I 3 . . . 1 I - : I I w : II I � t I I I 1 : ! i {{ d : - € , - -. : ,Ii . I I : I W . . . - � ­ s : I : : . II I I t i � i ; I I ; I ; . I I. ; I1 � : I I i PROFIL,,E tiI R t I a i,'1 , s „x is .,QLE t . . S S k , , , , , , , , > < } , i t t _ _ _ 1 � O 1 2 3 , 4 5 6 O 1 2 P L N . ( _ SCALE I = 4d ;, CONSTRUCTION NOTES �, .. _ I• Z' �a Const. A.C. Pavement per Typical Section. . 1 __ tfp"FA ` " - cl M © Const. 6" P.C.C. Curb 8 mutter per Std. 116. ` 4• THIeK 4;AG, M.to Xta w. u< H, © Const. 8" P.C.C. Cca-b 8 Gutter per Std. 115. . CAST ITE �' wfoE Pie. t✓�GUT7 'J�© QE Const. P.C.C. Cross Gutter 8 Spandrel per Std. 119. G Install Street Name Sign per Std. No . 303 8 303A. _ .SCAM • 4' MARBLE O 0 Const. Residential Driveway per Std. No. 129. W=18' . AVENUE ;_____ AVENUE • � � KO Const . Type "A" Catch Basin V=4..49', W=7' per Std. No. MARBLE k 4 . 206 8 local depression per Std. 203. _ I4 \1 * �1 QM Const . Type "A" Catch Basin, V=5. 15' , W- 14' per Std. COURT . x,�*,• At tj ! 49 We € � SEE SAEET Rib < No. 206 & local depression per Std. No. 203. - • W % % ivo• 7. � ��o ON Install 24" diameter R.C.P.. - 150CD per profile on � Aa . p t N `► 9 y• Preliminary Grading Plan (profile also shown on Sheet '2). 'k � �E sNErr n+I7.4 ��.I 41 4 a�, l �_ 41 W E C. , &" P€C,C. UPS 2B * �� �` ` 4% a 2 ° m 4 9g bb 336 o S k//Df PC..e. ?� rs � h °�`'' �y �9 Q 'Install 33" diameter R.C.P. - 150 per plan 8 profile on � id �1 � a 9 � B 40. `� a• qs b V G uT TrE � O M 7�' ' 5 -�20 b Preliminary Grading Plan (profile also shown on Sheet 2). V. I\ v .4-910) ZO 7 e6 � a 1 6 9� G °� W 8 is. % o - + '< ii I 0 ® Const. A.C. Pavement per General Note 8. t 9�- t /7/, �/' I /ov ed ' 4I'6 N 6 'k �9 1 5<84 p �� ' 2 �3 / 1ti� N ////V S , m � � f�.1�2 � � ,���� IQO.O 3 V\ X7 I �O 9'6¢j j M �t o 94. 32 2 h � H E 1 + �`Q �'_' `b 5/ E( R Z�So _ e N 89°49'03 HE _ A _ p'll' ZB F G �6 F1.h• vn 6\9 R �4 aG.00 w ? g �p/%/ \� �- e�It 93 So ,O `� A " 94 j5A 9 6 o,n� r / . ��L F 16 ,� d,V Lr v O�X!7111 `�� I t t 92 9 I r, '� ?, 2 7� 9 �¢' a Qri a�tq 0 p 2 M /. 9 3.01, �_ 9 _ - --- --- Z.ol N I I g�.3 �0 + � 4'��� Bfcc` W 3 2 '0 39 \ •N 7 �) 9�8� �c.��� x 8 !7'O fig' , 1►� 11 I �� ,� 5`, 6 B /oZ`o' ioz 6oI sG ,�1 7 ��-y�-,- /6 r 1 - � j t` , Sa. •1r`sy�� T-26.9/' k 4 , C ♦ 9 hI � Q�p � ti s p% 3 V \ 4 4 a • *T °��° °- 5"k js-P1A� MARBLE - AVENUE ° Its / foQ ?2 0 r3 Z4r 6 �7 � • 3 . ?3 Z6 - Z9 . Ilk 3O• /z, ��, ��, �, CURB 8 t 'CURVE DATA . . .. • , CONSTRUCTION B. BENCH MARK , �t..3'' •SS" 1 S.3'' /P•✓�'' � R L r Drive nail in Chis. "p" North S.B. Co. B.M. No. A-P& - - , Z �V - 1 32' 81019136" 45.421 27-49' Curb Return of Pumalo Street and Chis. "O" N.E. C�. Return !�t�C 0.3'3' 0.22 033 Ba'ryan and Carnelian Street. t stoP�-;�/Fr ��, u�E � � � 2 50' 81°1 0'36" 7G.9T' 42.95' �_ � Sapphire Street. _ -- \ �p . . •Y N 0/107, i - ' sem- �rta�'�/�-r _ -=� - ___._-_ _-- _ 3 58' 128°26'22" 130.M' I�.08' - Elevation: 1828.19 Elevation: 1726.36 �zo/ �j 4 62' 23°33'23" 25.49' 12.93' \ ' C Const A.C. Pavement per General Note No. 8 5 3?_' 90024'20" 50.49' 32.?3' • 6 50' 90024120" 78.89' 50.36' 4 TYPICAL SECTIM - MARBLE AVENUE w _- , " 1' 149. 2' _ - 7 58 137 31 05 139.2 2 € e 20' 8004814581 28,21 ' 17.03' c ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS w. 0. N0, 9 6O' 38"444 22" 40,57' ZI.o9� AS BcuLT v CvUTrE12 . D1?_41V E) = 5',, Bis/s¢ ROAD D E PA R TM E N T . - I A T •E" STREET TRACT N0. 9351 ROAD N0. . @0 40 ,05r2e44 179.75 ,ao �' 3 6 EAST Designee By APPROVEC) BY ' ONTARIO, CALIF. 91764 hoirne MARBLE AVENI E St MARBLE COURT ,!f y� I .(o.') y FILE NO. ( -_•-'' 714 986 5818 ChtcktA 8y o(,t' /714 ��Y ASST ROAD C4MA41SS50 R ENGR. DATE ,•� ALTA LO`i�lA OISTR ICT w /// 3-17- 77 Recnrnmenaed 9y a<�iC . "�/� " " ARK REVISIONS APPR DATE UN N R "6A SNFET 6 of �- R.C.E,11 1 4 DATE _ __­ - 76-82 8 \. 1 �6. L . . f i 1 i i 4 R } e } y i i! f - t a + ff fi t - i t i i f , a a ue. L74 C. i- i - f 5 a 9•P V 6 V.P.1 9722� 22 ti v � ! U D T i N N R - G L �} /ST �PdPJ W L Iq � 4 i .4� 31 } W _ _ < < av cvRs t d r t d } 0 , W D ai . . b 5 ro j a a �4 h b \ o i I r O w a f � e i! 3 T R a0 + ^ N 8 m 4 4 a F na N+ N 4 - t � - : } Qu I ., « s b\\ K + \ 0 bN W U.�� n \• ww tp V . 1700 N 7I0 �Zd (n e , nb m\ 0 \ « }; L•V, \ NQ � i 1 08 a rn 0 o A° d ha MP Of wLr c i v a k a , 8 j o i i 95.27 /j V.(t 3V.C. 2 9 1 a� 8 v if + VP/ 9 700 TRAN5I7'I0N LEVEL 7? T/[T) ` V.P.I• //9.06v V 4 \ i 1 3 v a b !Q a1 � 1 m N a m 3 v f , B / � +l « 4 d 1 E DATE � c�► sT �dJN I W X/ � W D o � m � N R \ + � J } � Q t W r o , u - a ¢ d , �r X a o � e { a . e 17`OC3 �, cv 17/0 17?0 m °r4%in m \ 2 � 2 I � � r, n N � � b n =z - a 4 t �i O t r ( T1r V a _1 k r e J t N i H SU C F/ A T { / 9' � st/ S c �A - f! F` A 1Ao /Z �1 _ 1244 28 V i i el i V Pl. 97.22 U �2 T,QANS/T/ON LE✓EL 1U T/L V•Pl 119-12CP 3 Y , b N U , ti } i 4 W A 0 ! i Y. t. 2 / 7 < 3 / 1 i i 0 z z : b e m j ao , o V N a •/ i s• cv�eB n tD m m N « P 0 N o I �F d o TQ `S (�l L � 4 u Imo.(./ N Y IS D t G�Ou s; , < ! N FX *1 a ww W 1\ l b t N �0 h +0 a i O IF• t \ QO f '^ T r P. _ . � ITZ� lu O � ( b N `m _ V f t t t , e W i _ { e V ,V v a m _ 5 ^ a ao , 01 i i d } ; i 1 i a � 3 E i �a �_ ► } j { t 12 0 , . } 36b f t f + L i a i I 5 1J �N S dty fIT Y L P. Gh' L I IST' « j , E {q { 1 t i O < _ P I LE1. t K pl i SCALES V . r ! i � G • i : s i t 0 ! 2 3 5 6 7 a 9 !O /! P L A N } SCALE 1 = 40 ter' tee' i ie ' iz' �b k v 12 39ii. 6}42 44 i� -ss' iPs' � � • ��� _ IT. / �y2 > 0O / 17.?� �- " LE7�E2 O O♦33 p.22 h O.33 J G � �Ns,�,cN s2 98 C• � .�Co�E' /<•T 8Cf L/iYG' h 8c�• dilOPE"1a"/t"�' / rRA 4 g9oQE X88 31 (,+99 98 g 16Al c� G ' e3 s ��� 3 C A.C. Pavement per General Note IYo. B C D7 m 8Q- tO. 4 1 I Cons t_..__.— s� 7. It aIt MARBLE N C 0 U R T TYPICAL- SECTION - MARBLE ,4VE1uCJE ,� 15 �. STA. 0,1✓4 0 5T�9. 8/93.68 /8.06 17.39 .'/ 98 , V� 2+69.�p B.C. 4J 18 J . oaso F-4 17 8 a D CURB a t CURVE DATA 16\'\� D G I p 3. - -N R a l T 17.37 B.. 20' 80°48'45" 28.21 ' 1,7.03' 16.7o Q� 1 '418' 53024'21" 389.62' 210..25' 3 Q ��` ' -� - 400' 5302412111 372.84' 201 .20' o2 3821 53024121" 356.06' 192.15' � 218 65038 26 249.75' !417.60' V ©. 200' 65°38'26" 229.13' 128.99' ` � c 0 Os a o6 182' 65°38'26" 208.5/ ' 1!7.38' 3 4• 207' 29°02'4!" 104.94' 53.62' o`4 �'r 1 29i e N e 94.7S � / MARBLE ! 225' 29°02'47" 114.06' 58.29' AVENUE - � R'pc, 1 ti� 243' 29°02'47" 123. 19' 62.95' ►� C" C 20' 90°00'00" 31 .47' 20.00' _ 18 , � r G•R. _ Const C. Pavement per General Note No. 8 C 6 � b^ CONSTRUCTION NOTE 19 ,'t � -6 TYPICAL S DCIV - MARBLE AVENUE Const. A.C. Pavement per Typical Sectim. ��also Al o�'�. � -' srA. 4>re� a pry C. Const. 8" P.C.C. Curb B Gutter per Std. 115. 0�6 E Const. P.C.C. Cross Gutter 8 Spandrel per Std.119. z /.o ,;' 3z f- /0+ s� BENCH MARK Q Install "Stop Sig». 6 Goat Trans. D 43.1�' e,C. - 5 Aoxo�• S.B. Co. B.M. No. A-243 © InstaII Street Name Sign per Std. No . 303 & 303A. � �� F !a.� / �Q° 00 ��6 • d %i �� F Chis. "p" N.E. Curb Return � yt9 •� Banyan and Carnelian Street. Elevation: 1726.36 - S�,P1'f R �N 6 3 % '� ? ios 9c./� CONSTRUCTION B. H. ' Drive nail in Chis. "�" North ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. ° N° Curb Return of Pumalo Street and ROAD DEPARTMENT TRACT N 0.9 3 51 ROAD N0. Sapphire Street. 316 EAST 'E" STREET Designed By APPROVED BY ' Elevation: 1828. 19 - ONTARIO, CALIF. 91764 Drowne 1 ��•7Y MARBLE AVENUE FILE NO. 714 - 986 - 5818 ) cneck.e e (4x ASST ROAD COMM,ISSIONEa° NGR GATE ALTA LOMA DISTRICT 7 , 7 Recommended By s J///'J'7/'f AP R<G.E. 2riog DATE ARK REVISIONS f'R DATE uNENGINEER SHEET _Z_ d _Z— , r. 76-32.8