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HomeMy WebLinkAbout541 4 AVE. Ex sf.r w GENERkL NOTES - EXISTING TRACT NO. 7068 `�'1 . All 'work shaII be done in -accordance frith these plans and the San Bernardino County Standards and Specifi- t St- Connect to exist. •12" Main (Wet ��, � � cations. Tap) and install 6" Tapping Valve I ( I 2. Street markers per San Bernardino Canty Std. No. 303 and 303A shaII be constructed at each intersection. II I I I I 3. All pipelines or substructures of any kind and telephone or parer poles, water meters, valves, hydrants, etc. Trencfi patching shown or not shown on these plans within the limits of this subdivision, or in adjacent areas where improve- o Ico went work is to be done, shall be removed or relocated as required at no cost to the San Bernardino County h Road Department. Iti 3 4. The responsibility of adjusting manhole covers, paving repair and paving replacement in connection with _ ��� subdivision sewer and water line installations will be the responsibility of the owner, and shall be O -J E accomplished in compliance with county ordinances. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 5. When curb depressions are provided for driveways, complete driveway construction will be required in +; LL Iz M accordance with County Road Department Standard Drawing No. 128 and related specifications. �. ttl I 6. Any contractor performing work on this project shall familiarize himself with the site and shall be solei c ttl Y Trench PatchingH ttl responsible for any damage to existing facilities resulting directly or indirectly from his operations, 74.12' 91.70' 91.70' 91.70' 91.70' 91.70' 91.70' 91.701. 91.701 91.70' 91.70' 91.70' 91.701. 75.29 1. �� whether or not such facilities are shown on these plans. h Install " CML a W f. Shading on street plans indicates A.C. Pavement to be installed. Water L ne ORANGE —' STREET _ M B. A permit will be required from the San Bernardino Count Road Department for t I _ Y P pr 0 any encroachment or �► Jr r r Jr J7 �► construction within the San Bernardino County easements or rights-of-way. _ f 9. Road department approval does not include water system and estimate of quantities. 75. 12' 91 .70' 91 .70' 91 .70' 91.70' 91 .70' 91 .70' i 91.70' 91 .70' 91.70' 91 .70' 91.701. 91.701. 74.801. , Install Fire Hydrant Assembly I Install Fire tWi 10. Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the plan Connect toe exist. 6" Main (Wet Install Fire 1 Hydrant Assembly Install Fire Install Fire ydrant Assembly t�� grades. I Hydrant Assemb y I Install 6 Ga a Valves ` 11 Sub-grade t Hydrant Assemb Sub gra a stakes, driven o the pavement sub-grade elevation, shaII be set by the contractor or engineer. I LL] Tap) and instill 6" Tapping Val ,e I � Y I The stakes shall be set at all hinge, edge of pavement and crown points within 0.01 foot of sub-grade cid 28 27 26 25 24 23 22 1 21 20 19 18 17 16 15 3 elevation and at not more than 50 foot intervals. Additional stakes may be needed at warped or vertical I� curve areas. Sub-grade stakes shall be in place prior to paving to permit spot checking of sub-grade by inspection personnel. W12. All gas, sewer and water mains and Iaterals shall be constructed to each individual Iot, prior to paving. I Weld on ump Head 13. Compaction tests of embankment consttlaction, trench backfill, compacting original ground, and all sub-grades shall be performed at no cost to San Bernardino County. County Standard Specifications Section 19D shall be superseded to read, 'The relative compaction of the Iayer 0.5 feet to 1.5 feet below the grading plane , SAN BERNARDINO COUNTY BENCH MARK WATER PLAN & IND MAP shall be 90 percent in lieu of the 95 percent compaction required to a minimum of 2.5 feet below finished ti NO. A-2'3.3' grade in State Standard Specification Section 19-5.03". A written report with these compaction tests shall be sumbitted t the Contracts Administration Division of the County Road Department for approval, I ChisIed " o " center of return on wall - - prior to placement of base materials and/or surfacing. , 14. At the completion of paving, a materials report shall be sumbitted to the contracts engineer of the San return. N.E. corner Banyan Street and "y " Bernardino County Road Department listing all tests or detenrunations completed to verify. Amethyst Avenue. ELEVATION 1652.72 (A) R-value, sieve analysis and sand equivalent of aggregate bases. Scale 1" = 60' (B) Stability, oil content and sieve analysis of asphalt surfacing. ' . -•,. 5. WhenAsphalt Concreteis placed on native material, the subgrade shall be This certifies that in December, 1974, I prepared the plans of domestic water " " '-. • r: � 1 prepared bytremrovingall rocks which protrude l ovehthe nsubgradef andallids or depressions shall be system for Tract No. 8958 and they meet the requirements of the California Section �" f�fA7F / n J` / filled with a fine graded material of a quality better than the native material. of the American Water Works Association Standards and the San Bernardino County ` "` �` �` � ` ` ` " Standards for minimum requirements for safe practice in the production and dis- �, - t-ate Sed strstta "'" -16, Ie mor #be propo ITEM ©EWRI T1O QUANTITY UNIT RFA Q -sbrbmitte by-the tract-engineer-�--Vv Subdiuisi-en-.Section---the San-BernardinoLL:ounty Road impartment tribution of water for domestic use. - - - -- ---____ 1 6" Water Main 1859 L.F. Incl tees and_misc. fittings ---feF-�`ie"`-� �t proval i be-g4"n when al6tructura-1 -section requirements-bane ,been wet:- , ��. The distribution system and transmission main at the point of supply to this ire H drant_Assembl Each _ .Y _ _ ncLL G.V. . VIve Bond Tract are adequate to supply water to all sections of the Tract, in accordance 1" Service Connections ach Laterals f .with Section S 21 of the above noted standards. " ,;3te_VaLr e iTnr7 Valve Box " Tapping. Valve a Wet Tap.Connectins I _ Incl. Valve Box to Grade w 6" Tapping Valve 8� .Wet Ta Connection 1 Each Grade Registered Civil Engineer No. 21104 Date 7 Ad ust Valve Box to Grade 7 Each 8 Trench Patching199 L.F. 1 This certifies that these plans and specifications have been reviewed by and TRACT T068 are hereby approved by the Cucamonga County Water District and this company LEMON AVENUE is willing and ahle to supply water to every lot in this Tract in accordance i with the Pure Water 'Laws of the State of California. TRACT NO. 8977 Signed - Assist. Gen. Mgr. Date TRACT 7632 Fire otection System Approved o W Q ire sha Alta Loma Fire istrict oM ALTA WATER SYSTEM' NOTES 1. The entire water system shall conform to the Specifications and require- ments of the Cucamonga County Water District. r 2. All water mains shall be installed with 30" min. cover and shall be flushed and disinfected per A.W.W.A. Standards, prior to use. 3. The static water pressure is/00 p.s.i. E-S IMAI� + O OUA 111 5 4. Legend: /TFM D G'RIPTION (U .INTI UWIT RFMAP�,� Indicates 6" (12 ga. ) steel, cement Iined, 40 lb. felt wrapped I Clearing and Site Preparation Lump Sum_ S Incl: all removals tree toppin 2 Excavation and Gradin Lump Sum , e _GradinPlan P1Pe• 19TH STREET 3 0.2�Asphaltic Concrete 43 0Ile --—— Indicates existing water main. 4 0.251 Asphaltic-Concrete 3,i.a� Ilvran Ave &dme thys 0 Indicates 6' Gate Valve a Valve Box Assembly. 5 P.C.C. Curb and Gutter 8" C.F. 30ss L.F P _Std_115 ; -+ Indicates fire hydrant assembly (6" x 4" x 2 1/2") VICINZ7Y A P .Curb QnIYLCurh-Returns) iz6 oss-Gutter and Spandre 9B8 —� Indicates I" water service connection to be installed. SCALE �� = 500 ' _,Sidewalk 14,0.?o t.� 1[x� g_lpg�q iveway_Apron (AssumeAf__ ,JO14 Per_Std. 128 `S4ncrete_Block Wa�1!�" 632 5. Fire hydrant installations shall conform t b standard drawings of the Road just_-Manhole trade- 3 Each Dept. Std. Specifications. - holes within-street_ • •, � just Cleanout-to Grade- 2 13 --Street Name Z Pr_Std- 8, 034 -Clearance Marker 2 -_ Per Std.-304 to PowerPoles �8y others 16 ' Asphaltic Concrete Berm_ -Amethyst x SPECIAY.� NOTE FROM PRIVATE ENGINEER TO CONTRACTOR PG i, �� E�nNs ,e __ - L ENG 8"!Z G•q STEL P� PPrioN.4L /,P 1 AT NE�P r J C>1ON P.C.C. ab!'JB E S7R �</ f 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 and proplerty; that this requirement shall apply cont;nuously and not be limited to normal FIELD BOOK REF COUNT Y OF SAN BERNARDINO ((�/ PROVE ME N T PLAN S W 0 No ` working ihours; and that the Contractor shall defend, indemnify and hold the Owner and ASSOCIATED ENGINEERS the Engineer harmless from any and all liability, real or alleged, in connection with the 3 16 EAST ��E�� STREET -- - R Q A D DEPARTMENT TRACT N a. 8977 performance of work on this Project, excepting for liability arising from the sole negli- r, ROAD N0. Bence of the Owner or the Engineer. ONTARIO, CALI F, 91764 _ Designed 9y APPr,OVED BY 714-986- 5 818 I _ prawn e " � INDEX MAP, GENERALNOTES i 1177 15 FILE N0. l Checked By _� ASST ROAD COM!ISSIONFR-ENGR DATE AND ESTIMATE OF QUANTITIES • Date t ��• J Cross Glit .hhtC ,Ifs. 1s Recommended By ALTA LOMA DISTRICT ..} RCE No. wc,-No. 5.41 21104 R C E 21 104 DA1 E MARK REVISIONS ARF'R DATE UN NG NEER moiE SHEET —� of ,3 _ 74-Sd ; 1J�J .roe% ioo' r!c. SAN BEIZNARb NO CDU BENCH MARK v Pi C/-. 86.9G E j ; NQ. A — 235 4 ChisIed "o " center of return on waIT + return. N.E. cornier Banyan Street and j vAmethyst Street ELEVATIM !652.7240 VC A14 44' 4-- 0 .W/.3 � P.i E[. tf t a . � N 1585 bb � V � ti� \^ � V ZI P./. E[. 8G.46 L V ! lop of North Curb v p Existing Surface at t J8¢ em 00 .14 / a 0/94 1585 5$5 pz to low Pe. �f 4G7 M ti P/ E[. 86.52 v - 159G _- i .ter • I 1580 Existing Surface at South R/N' P./ E[. 9155 �. _ _ j _ _- - _ c b � X1585 - � _ _ _ _ � — — — � -- � • _ � Irk � 1585 on r ti 4' 414 av, curb r i Top o f South Curb PROFIL Vt-t1m. HORiZ 1: s 40' . i I ES VERT 1 - 4' Q I 2 3 4 5 6 7 8 9 10 11 12 13 14 ,. 0. LAN SCALE I"= 40` W� Ca�ssfrrrf.sdPu�r.E �.,rp it Il h Curb v L-tvrm f � J s 6 7 8 9 /o �i /Z �3 i� a .eo. sa- 4J I II T •-10.131 t4j ~ I '+� CLrbtirn aII h R=Z0, Qh i W • �I d -9"65 '3'1" �` '� V Cerls�ir�e� .SisBcus/,E Rl @ T• /9.95' 4 • 9/.37' Lo✓r> rirf Cro3�-cif/�� t� �O tl ^ I I '$1� V� IQ� Coast !t-s/o< n6Npr>-.S� f S��lr�/Psr Sr4l //9 �7 �ro. End OP B _ , 1. ' 91 70' r i + l. . 11 1 1.-Adjvs,'C.D. to pradd ,�_ -/�dfusf /Yl f/ o9rgore- N 8q'39"o3"E _ - ORANGE f,�. J - 9 - .STl4E�T _ - Ad�rsf/JI,S!to9ia� - Ad'vsf C.o, to9rg� Z -Ad Usf M.f//o rade AlN 89 J9.03"E 1' / e-• eo 75. 12' 91 .70' 91 .70' 91 .70' 91 .70' 91 .70' h 91 .70' 91 .70' 91 .70' 91 .70' 91 .70' 91 .70' 91 .70' 74.80" 20' �3R q5 I I tiCons ./t"BLoc C /✓v// �'Sr4/.�o/. sed. . End 20'B or,d B.C.,e r I I ,t Const B/xK N[r/eelyy�r I Consfrvc'f Cross End Zo' BC o.io E.C, ! h C Ilk I V C R?o'cs7`ui-n y f 9Paise'rc•/pei Jfd//9 V z s I W Q = 9x'08"ems' Je I I V 'r ZOOS 4 I Q Caro iPel'tirh k' N I) 0 �' 9 20' Z8 27 26 .� Z5 24 �3 12 2/ 20 /9 /8 /7 /6 /.5' ;¢'O8• s ti L - 3/. 38' b I I • Q �& o f t o \ O jr r r • ND. 3 'w 5 O/ I /161 o° -�— B c� /o Cons 4" P.C.C. S1dewa1* Q Consf O.e'b"77fic�f A.C.R✓�meri ConSf 4"P. . S�a��wo Pyr std /09 o� 0._f e%ss II A.B Per .7V /a9 1 F IE� D BOOK RIFF COUN`�Y OF SAN F, F\'N/ D1N0 I M Pi-N30VE: ME N1� F'L AN ;? � v rra. ASSOCIATED EN INEER.� _•__..... Cons-1 Pyr . �o�r stdPe,r.s CG 316 FAST "E" sTFE E T D D E A "I M � V TRACT [ Q 8977 RC)AD NO, SAO, //f ONTARIO, CALIF,F, 91764 - -- �E4:9"E s �. TYP/CAL SECT/oN _ _. - -___ - _ . r �j BY ORANGE STREET 714 -986- 5616 °ro"" By _ '�2,t,s f.Lt. Q f ORANGE STREET ;. We Sco[E Cl eckfd Ery �I. l]� 6557 RG+� :E �N' R ���� WrC �0 • l Add Sfrvefora/ R1-S.rec�t3ito{n LOMA DISTRICT (ATE z ;r4- _ a S8 t 1600 _ _ _ _ tq1• � .� o � � � 1590 10 E,rist G'rn�c t EX1sfilySur,44,ee 1590 Sl 40.G 3 1580 �glo� 1580 0.63' r3.&4' il n curb on curb an Cab on Cv�b 7 l b O h. � � o ' rc � ToP 4,41 o� W� fCurb 1580 h v' I ,ti o, o'� \ % 1600 1570 �$to 1590 2 ; v Too o1'laSfCv/'d b Q v 1590ox, sQ�sr��oC� 1590 - 1 � 1580 Z 1580 V Q K 14,gQt PL. Ac 1 a0 qQ 9� J. 1a°'1 X15 Exist � 6'rYr� 4.08 • a t l� b I ' 4 SAN BERNARDINO C01NTY 6ENCH MARK 1580 _ i - � � 1570 5 ovEQ /RR. L/NE ChisIed " ❑ " center of return on wall return. N.E. corner Banyan Street ancf 41. Amethyst St. } J ELEVATIOiN 1652.72 FAI/S<l OZWE - �� Ex/ST. B'/RR. UNC 1590 a 1590 ' 94 ' ill J o INSTALL 66'-8"DOCIBL E 5'TQENGTV CONC. JQ/PE PROFILE 1' ZA OR /2 GA SMOOTH STEEL P/PE FMR1;7 i = 4C, VEF�I 1�" = 8 �6 Za ' 33' SCALES i t X01 t � 1 6 7 8 9 10 6 7 8 9 10 p LAN SCALE I`�=40' E: k 1 Sir �1�r r 7 � ti, W 1 3 IX C V Q (V y r ' , �S N O II I Q 11 h �4 iy y D + Access road n� b W �'I II � � � � /P�%as a Cur✓C �✓o�a�r✓e , � � � � � � � o k � Q � ( � y � K: Jig rrood L� I k I o� �Wo 1� 0 /Q=.�1o6.53 �?= oP�83 O V I % I J w h '► A q L `><O,(0 3' * r' R/ •+ '^ f w ' !. 1 t\ �T'v r-,,7 ' w L 23.64' - L'� //.�S?7a.' r �� $ n n 1 C .1 ^ -971 ) V r= zo. 34' P.P. T= /i.Br' W IIr r.ce - �� �� ', �'1 _ ' a. . :... -- — el �bi',t'PrS304�-- �G--•---• — �/ space to lroassage �� A fa -- - - — - ,wr-- —.— — sr— —•r,►— —+r- —+ T —�� of farm veh,c/e s ., _ � ,4 vEivUE A.C. derma /-/ELLMAN �,,,, � - /Y11r/i B�hish fo � t l�rt L.rlt �N D P9 Af - - �erno✓C' A.C. Berm{ 7�irp ra Strait' Con f _5 Thel7 q.C. Pa✓erne�>' Con f * ThicK AC LbvemPr/f w �rrloyeAC �rnlQrydri-Y/►1.�oSvroi S/ /E'YfiGn �t per itpossoye o �, o S�eGenero/ Hofs /!o No 26'49"W f� far veh,cles. '� � G �_Ser Gene'rn/ No fe /�� � _� r1 9 � � 6 � ME TNYS T STREET Q Z'wide A.C.Berm P.P. t / Q \ V '¢fofecf in p/eee V P,P, y o I I I h W N RrJwood Tree it bt S1pvcd. W o ,�: 28 h C 0 �V ° V c h \Trim brarrchcs to fhe hcn hf q. O V �; � � � � � 20'abo✓e roadr✓ay � � C � 4l Nh, T� � WWW \ � �a W p Inv k4 If /S'Y 1b 5 1! q Wo//Per,std, 30/ !3' ► W (G' t/i.c(�) Znwo✓eAe,�rn��7- � sf a�,lf AEr- G.,e x d i-f.? L'onsf L' r {/arleS Irv," /7.5'To ZZ' ✓8ri�s�iti» fie:/'-► /.BX/i3.3X I�'t /�'t �Ir/Cl frOA'► .S' COnSt. �2 B/OC.�' COAST. QZS,Thar /I.L� �b►.tiJltrl f 4.5' to 9't Wo fir std. 30/ ,�r»o✓sgc B� <�� t/,�c�) Consf. 4" P.C,C. S/d1_wo/� 1 on 0.33• C/ass a A.B. Trim ovswal3yhf 'o ✓Alien per sfd /09. //cr>.L,ne r.39� t�.o x y�:�' TYPICAL SECT/ON s C. G AMETHYST STREET Consf e're I*e"- i No ScAc F - 1J y Consf 0.25riiick A.C. m✓em Cons>. 4"P.C.L• Sidtwn/k a t 1 Q on 0.33'C/ass Zr A.6. Prr stG. /09 �< Consf P.C.C. C. r L.G BOO RE F: COUN 1 Y Of SAN 81`RNAPpINQ �c� � ` � r TYPICAL SECTION ASSOCIATED ENGINEERS r l� IMI` CAVE: ML'-. PLAN HELLAIAN AVENUE 316 EAST "f ETRE �-T __ � - -_ ..__�__-_____.___.____ _ �____� .__ ROAD DEPART ENT TRACT N 0. 8977 ' ONTARIO! CAL1 r., 91764 Des•gnen By �:rs a c' - No SGRL E __ _ HELLMAN AVENUE 714-986- 5818 -- Drown By = //++ I >Ls AMETHYST STREET `' ' iAdol }Rea/i9nCurb >fo S9✓s�PedwnodTirt. — , i (uf�t Chcr4otQ Br �. (� AS '��R CRIC:R v,, f T' I��� Strvcturc'/ Section data. �- ;5(f 47r �:�-:.�-._�-�� �; � � ALTA LOMA DISTRICT �rvG• No. Jr'y � T - _ IC= _ s rt 2//04 6 if : .� ACV r , (;/'' _ ti�tTt N,^,Ih E�; �'.` T �.. .. of E S 3 74-549