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HomeMy WebLinkAbout517 R t INSTALL 3-6" GATE VALVES INSTALL 6" GATE VALVE, FUTURE FIRE HYDRANT Exisfin /PaC,ofe Vo/ve ItISTALI 8" ' INSTALL 6" GATE VALVE, �•--1-- -�- -� INSTALL 2r6" GATE VALVES GATE VALVE FUTURE FIRE HYDRANT INSTALL 8" C.M.L. A W. 10 GA. STEEL PIPE IOENT/CAL Ex4sf►n9 Jf"tWer Moira Exisf�•n9 8" Sofe Yo/ve FUTURE FIRE HYDRANTS INSTALL CORPORATION STOP INSTALLS" GATE VALVE NOTE: FOR LOCATIONS OF B" WATER LINE, BATE VALVES AND CORPORATION ' s IA/. Afrem. STOP FOR FUTURE CONNECTIONS SEE TRACT NO. 8683 GENERAL N 0 T E S 95.00 96,00' 9e,00 ' 9e.00' 9.9.00 ' 7/,02 ° INSTALL 6" GATE VALVE FUTURE FIRE HYDRANT i /?/• 74 ' /00.00' /00.00' /00.00' /00. 00 ' /02.00' /03.00' 6 /G. i. All work shall be done in accordance with these plans and the 1966 Standard Specification of the County of San Bernardino. 2. Bench Mark - t 11 t• R.R. Spice in 4' EucIaIyplus Tree at southwest corder of Amethyst Avenue f and Hillside Road. B 6' Elevation 1875.86 . I 21 _ 22 v 23 0 240 25 0 26 ,� s . � 27 '0 28 0 29 30 31 0 32 33 3 ° � o 0 0 0 rt �, 0 0 °o 0 o Q Street markers per San Bernardino County Standard No. 303 8 303A shaII be constructed at each `") v a o ►t is rD o v 0 0 o Q v intersection. 4. All pipe lines or substructures of any kind and telephone or power poles, l�rater meters, valves, hydrants, etc. shown or not shown on these plans within the limits f p o this subdivision or in I p adjacent areas where improvement work is to be done shall be removed or relocated as required at no cost to the San Bernardino County Road Department. I O ��� -INSTALL B" GATE VALVE 55.19 T •o p 94 5. When curb depressions are provided for driveways, complete driveway construction will be required I' X659 d.00" lt.00' ft.00' 9t.o0• 93.63' 3`'� f• 6t•/I' /00.00' IDO.00' /00.00' /00.00 7ts,�' in accordance with County Road Department Standard Drawing No. 128 and related specifications. 6. MXCont%cet�,,r , rformir>g work n this p>R' ject sha famil . 7 h' elf wi the 'te and II APPALOOSA /nsfo// 2- 6"Gofe vo/ves COURT H . d0.tt epons ' Ie fob anda to estin fac ' ities ultin irectl g r �ectly6'" c. M.L W. /Z o. Stcel pipe o 'M► '� opStions, whet or no uch fac�tities ar ,shown oh, these ams. r � e► 30 34 I t ' ;� fN 7. Shading on street plans indicates A.C. Pavement to be installed. I 9 gb,4874. 77' /00.00' /00.00 ' /00.00' 67 44 ' �� ��' 90.57' 9j•05' 99.05' 93.05 93.05' st.>'9' 35.59 r r �� �' r - ) y ��' r---j ` I r' r -r' # l p W 8. A -permit wiII be required from the San Bernardino County Road Department prior to any encroachment Q ~ r' J �' r r �rJ ~ J W or construction within the San Bernardino County easements or rights-of-way. Y 9. '' the oad d bee W I fnps f` th r /2 fiche xn sic a oxthete nsuiation deriass shatio lIoveckfram u er nch bf , r dbe d spos of. In ' u of ab a re ireme t Con ache to m I UJI ma y urni as a rrtia 2 in es o CIas IAB a co r u whi �) 20 ^ 19 18 17 16 ° 15 ot7 # - trade, p top pare hes - hl w v Z 40 '0 39 u 38 - 37 v 36 '0 35 34 U3 o ° g o Ira o 14i ri wi `1 0 N v a 1.3 . • o 11. Road Department approval does not include water system and estimate of quantities. 12. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be set by the Contractor � � # or Engineer. The stakes shall be set at all hinge, edge of pavement and crown points within los.00' Iot.00' Ioo•oo loo.00 /00.00 /t 7.07 v 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional stakes 95.00' F5,00' 93.05' 93.05' 93.05' 93.05' 7/•87' may be needed at war 99.05 93.03 9,t.os' 93.05 Ts.00 95.00 ped or vertical curve areas. Sub-grade stakes shall be in place prior 1 /t 3.a/' /00.00' /00.00' /00.00' Iof.00 /05.00' to paving to permit spot checking of sub-grade by inspection personnel. " LtI 13. Adequate stakes shall be set by the Engineer to enable the Contractor to construct this work to the lam Ltd p grades. tel Z1� • 14. All gas and water mains and laterals shall be constructed -to each individual lot, prior to paving. N - - v� 8 v 9 w 10 a If h 12 h 13 h 14 ~ aC �} o 0 o a o 15. At the completion of paving a materials report shall be submitted to the Contracts Engineer N o y N O I o 42 0 43 0 44 a 45 0 46 v LL1 of the San Bernardino County Road Department listing all tests or determinations completed to I _ ti a a or w Ltd verify: tf� a) Stability, oil content, and sieve analysis of asphalt surfacing, and 4r_ it b) R-value, sieve anal sis and sand v 4 V _ Y equivalent of aggregate bases. Ie Pb � e ' 16. Compaction tests of embankment construction trench backfill compacting ori inal y � �p � ng g 9Tour►d, and all bb,l'� f\.ts � �.� 16 V sub-cationsdes Sectiaonlbe performed at no l9d hall be supersededttooSan read,�Therdino relatienco actionyofttheard la Specifi- I 3y 3t.o4 93.05 93. 05' 93.09 93•os 93•d3 35' 'mss 4•/S /00.00 100.00 /00.00 T4.53, 4S' mP layer 0.5 feet to 1.5 feet below the grading plane shall be 90 percent in lieu of the 95 percent compaction 'j required to a minimum of 2.5 feet below finished grade in State Standard Specifications '0 W H I R LA WAY COURT o•tt Section 19-5.03". A written report with these compaction tests shall be submitted to the Cr 0.00 _ '- °'' o /nsfo/l 2.6 Go to vo/ve %nshe//t'i/ow-off to 401 h fH. /nsfo// 6" C.M.L. -W. /? o. Sfee/ ipe "' RM. 3099 W Contracts Administration Division of the County Road Department for approval, prior to I - m placement of base materials and/or surfacing. y h fN 2q'61 ' 73.80' 49.00' 99.00' 99.00 ' 99.00' 67.85' ?� ,gyp' 90.64' 92.60' 92.60 92.60' 50. 69 ' js y h r r `1 r r' - ' ` r 39 a L oa 17. At c Ie on ' rou gra g. a ter ' Is t d t prop ed s ct I s ` tion h fN `J �1-J r ` e hal be s mit d b the act ince to a Sub ivisi n Se ion the n Be ar o unty ad ep ment for view ev uati rova will t gi n whe all tru ural `se t ion equi men ha bee met. = Exitf,n9 /f" Moira J --___�-------_=_--�----� - o 7 6 v 5 u 4 1 3 a 2 o I 6 52 v 51 v 50 v 49 a 48 0 47 0 I N P N .� I I • 12 GA. STEEL PIPE 18 I o 60 cl I W I I I � ; Iod.ao' iot.00" 99.00 g9.00� T9.00' 99.00' /?d.l3' PR�ssuaE Zo/v aounrrroar EXISTING 6" GATE VALVE 68.47' 9P, 60 :!IRS-/ ; 9.9.60 92.60 94.40 94.00 + W W W WA TER gC/A IV r/ r/Es o: EXISTING 6" WATER MAIN ITEM oiSCR/Pr/om gvAmr/rr UN/r REMARK 4n <n WA-TER SYSTEM NOTES CONSTRUCTION BENCH MARK / e" C.M.L. /0 Go. Sfee/ P�pc 2,500 L .f. WATER PLAN AND INDEX MAP 1 TRACT NO 8682 2 6" C.M.L. /P G'o. Sfee/ 041: 2,800 L." - � 7. THE ENTIRE WATER SYSTEM SHALL -CONFORM TO THE SPECIFICATIONS AND R.R. Spike in P.P. East side of Beryl Street I SCALE r s 60 REQUIREMENTS OF THE CUCAMONGA COUNTY WATER DISTRICT. I 3 Co/e Yo/re 16 Eo• / a 2. ALL WATER MAINS SHALL BE INSTALLED WITH 30" MIN. COVER AND SHALL 600' ± North of Hillside Road. THIS CERTIFIES THAT IN AVGvST 173, 1 PREPARED THE PLANS OF DOMESTIC MATER SYSTEM FOR I 4 Fire HydronA Assen►d/y /O Eo. TRACT NO. 8682 AND THEY MEET THE REQUIREMENTS OF THE CALIFORNIA SECTION OF THE AMERICAN WATER BE FLUSHED AND DISINFECTED .PER A.W.W.A. STANDARDS, PRIOR TO USE. WORKS ASSOCIATION STANDARDS AND THE SAN BERNARDINO COUNTY STANDARDS FOR MINIMUM REQUIREMENTS Elevation 1949.68 I Pressure Zone 6 5 /" Service Connection 69 Eo. :;:; FOR SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF WATER FOR DOMESTIC USE. -S. THE STATIC WATER PRFSSURE IS IN EXCESS OF BO P.S.I. I - - 4. LEGEND: z 6 P" slow • Orr Z la. � THE DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AT THE POINT OF SUPPLY OF THIS TRACT ARE a ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, IN ACCORDANCE WITH SECTIONS 21 OF THE - 11MIC-4TES fr 1 " R I TRACT NO 8681 ' ABOVE NOTED STANDARDS. ( C OA.) �OR 6 (12 GA.) STEEt, CEMENT -� ' LINED, 40 LB. FELT WRAPPED PIPE. z Pressure Ione I 5 E S T/MA TE Of QUA N T/ TIES `__ -A -�- 7'5 - INDICATES EXISTING WATER MAIN. a / Site Prepsrefion L.S• L.S. Includes M/pc. remo►v/s REGISTERED CIVIL ENGINEER NO. 7344 DATE I m --�- - INDICATES GATE VALVE AND VALVE BOX ASSEMBLY. Z EX covo�ion orad Grodin 54,/75 C,y, /no/uoes, hof red» THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED BY AND ARE HEREBY p-�_ - INDICATES FIRE HYDRANT ASSEMBLY. APPROVED BY THE CUCAMONGA COUNTY WATER DISTRICT AND THIS COMPANY IS WILLING AND ABLE TO SUPPLY HILLSIDE - - - -ROAD- WATER TO EVERY LOT IN THIS TRACT IN ACCORDANCE WITH THE PURE WATER LAWS OF THE STATE OF CALIFORNIA. '�---'-"---------- 9 Pavcinen Rei»ere/ 7,430 S,f. �- - INDICATES 1" MATER SERVICE CONNECTION TO BE T � 4 O-to' Thic4nerp ApvAo/f,k Concrete /26, 9!0 S.'R _ INSTALLED. / A:a,s� Cier,. Mir• e�3/�i 3 - � I 5 i!C.C. Curb iullcr der afd. N! //5 7,398 L .f. S GNEO TITLE DkTE - INDICATES 2" BLOWOFF ASSEMBLY. 6 P. C.C. Curb On/y 252 L.f. /ne/udes 4civens FIRE PROTECTION SYSTEM APPROVED: S. FIRE HYDRANT INSTALLATIONS SMALL CONFORM TO STANDARD DRAWINGS VICINITY MAP 310 AND 311 OF THE ROAD DEPARTMENT STANDARD SPECIFICATIONS. 7 4" P. C,0. Orivewey. Aprons 4,004 S•f. 3 SCALE I" 500 ' a P•C.C. Crops Gutfer SPe�dre/ Per Sfd Nt //9 P,/70 Af. CHIEF, ALTA L FIRE DIS ICT � 9 P.C.C. Oroinoye 8wo/C 845 L.A. See . - - fired n9 P/on _ ,•. FIE l D C��.}11F RL G� '' It , .o Pc. C. sidewe/k cv/vert iss L.f. i j WATER QUANTITIES .REMARKS AS, t C l V : [ E C I I. �� >UNI Y fit Sly:� ESE��F����I:}Ct�,G I M Pf_WE, M .N_1 PL_AN S � 0. N0. rr ., �.. . . ... " „ " " " ELIMINATE 8" WATER MAIN ON BERYL STREET, 3��Z jT � - Y ! Ss<ree f Nome S�•gnp 12 i GATE VALVES; 4 - 8 GATE VALVES. 5 of the 12 - 6 GATE VALVES ARE FOR FUTURE 316 F A S T F S TR f f T TRACT � Q 6 Q 2 E Ee• FIRE HYDRANT CONNECTION AS SHOWN ON PLAN. V V ALSO INCREASE FROM 6" TO 8" WATER MAIN �j --_ �. _ �.-. /t 917( Loeo/ De respion T e"B r Sfd. N! l03 4 Eo• " ONI APR FROM WHIRLAWAY COURT NORTHERLY TO EXIST + >. F P yP 17 OF THE 69 - 1 SERVICE CONNECTION REQUIRE CORPORATION STOP ONLY FOR FUTURE CONNECTION i . � � - -t> la GENERAL NOTES QUANTITIES -- AS SHOWN ON PLAN j ING 12" WATER MAIN WITH ADDITION OF VALVE` rx : E4Y.. ,. /! Groufcd ?eck Pod 25 S.f. Sce 8rod�i�9 P/on + T _ g1:i1,z 1 it N0. � 7 ]AND CORPORATION STOP FOR OFF_SITE._ _._ ( _. __ _",_.._ 17- G y ::' INDEX MAP 81 WATER SYSTE D 14 Re/oeofe 3o/ro ed Sorr/code / Eo. J wt�.No. i � OELETE GENEQAL Nore 9 ANO /7 ._ • 6-25-7 I r.f,afa 8y _ JGv I t,." / I V ISf�31`i ttrmy6TE /5� /� �, � � - Nv ►i E l k €. _.21104 _ F'� + - -..._ COUNTY F_ DATE' SHFFT _ _ _ of LTA LOMA DI STRICT �z-ese .t a t { '► i* " l9 W AIIN ; p 1x%3f lrrr{itC h . u e j m { b a b 4 b p ! 0. •j I u1 ' N Toof 1'V turb v h 1 e Ota 4�x a ti o ,' �1M P 2015 _ _.a .. . 2030 v 2051970 _ _ . � V v j To p W Cur o th e N O : h / L i Lh G � 1 : r 4 , 4 � I v - : x it t. ToP of tf! Cvrb�, ` / u o xis • ur t e' �` ! _ __ ____. t IJ70 �9�0 -- �- 2010 2030 _ 00 , � :b �• r L � 2 v I v V., f fur ictip : ! �e' - a' } , \ x :t fur fe F _ - __ ___ _ _ __. .�_. _ v 4 �� _ __.. --- v .... _..- .__.._.__ _ u...,,..�. _ 1970 99b s ; 201 , _ 203b 2050 _ •f E. R/iV t : p s , : i R PR41L. 1 HORIZ I = 40 - - S CALFS VERT Ip _ ' j 7 19 20 21 22 23 24 2 2 2 1 18 t See Sh 5 P L A ' See Sheef 7 �. SCALE I =40 + f � II I/ % .. o � c vv � � _ o r � p c � o p I Q4 oQ oy a c r h o d� 47 3 46 34 a Z 33 W .� see Shee f 4 for ,a '�, %,%3 Side wol k Cul vert �► i See Sheet 4 for .�-+ v �+ 0 51dewo/k Culvert , t - 117 e p 147 ,bt s+ go &ter. O1 t35.01 � .� /o F tt0.01 Ree, cm-h 0Af&- -� © construef re,c, ct+rb ,� Suffer per std. //5 "ThickncsS—A. C. Paveman Eerif. A.C. )O nfo y , 'N M tzEtibJE EXISTING e.c. .ve^^ T ` ��� f R`. \ a - _ +_ v + I+ �+ f !+ M I+ /a # 98.0/ `D _� /9 +54.01 N O' J/ ' t0 " W t3 + 99.O;S E,risf. .1•C. /orernenf BERYL , . T STREET _ Ex/v t. A. C. /►.vesen f , L r Ex istin9 Row Of wo/nuf Trees r 2 t d .35 53 !V e. / SJo+ Zx-S.Ox 2 Q ,.,y,,,. ,.. ,„ R• Exlrtin9 A.C. /ririf ..- _ • �Sawcu� -- '�— � Construct 025' Thic;Eness A.C. Pavement Consfrucf P, C.C- Curb Gvtter per Std. //S < " > FIELD BC)OK RE F. COUN1 Y OF SAN BERNARDINC) � w 0 N9. - ASSOCIATED �NGII� .RS - IMPROVEME:NT Ie L AN S TYPICAL SECTION BERYL STREET _ t 316 EAST "E" STREET _ __ __._.:— _.___-__ ______"__.-- -- ROAD DEPARTMENT TRACT NO. 8682 W')V; No, _ I [ I SCALE HORZ. I° ID' VERT. !" 4' � ONTARIO, CAl.1 F. , 91764 � ' 714 -986- 5 818 _ ---- J _ �,�e - - ���pJ s'''"•`'.',J,� 917-111 BERYL STREET} f cue-ke:+ Esq !�. 6 �� a�Ar � " -��cr Dws. No. 5 - _ -,j © .4PPIZOVEO MA7?-=Q/AL5 T E41 f : ti { ALTA L 0MA D STRICT ZI 104 6 • •ase i V o• .• - _ _ Fx is fi ,9v f�c� W coo �9 !Y 0 I vzNPI o e °�• h Top o/ Iv.' Cvrb (� ti O {! it 40 cv _ V t;•.;! - Fx is�in� fur/6 ce !r W. a , M O o 'Top 'of )or. em-A o, it 0 °'• ` ^ h s0 `O h v ! 6 q' slope Iii I der pfd . SOS A o � 17 oo. vv }q 6p r9e4 - � ._ - - � _ - Oso a 2 e ` Of° ' � 1 d a � c F. 9 60 _ o e� ;� Fx"isfin9 svrjoce {� Sf N a � j }x.60 ' Curb � Gv tier - f • s rx—/ frog ' �urTOce > S 1 a • h 0 h itO o rmished Surfoce 0 { /' , e :_. _ : o oa _ a � X1 0 60 „ h P1, 4 0 o - - - s �, �� q• .�_ � . : . °' . h � +� Finiifie Surface 4 3f. slope : /%t / per >fd. Vo. 309A -, 6 ` ` \ ° 0 0 0 0 19 ffore .v q 0 6 9 _ . . _ . - _ ._.. ...._ ._ � _ . 2020 � _ q - �. ; ti h v o ,°� a Q •�o o~•, h h 60 .. w q fit/ff Surto c• ¢ _ `° z l Fg1.0. Sari ee' tl £ 9/W.00 r q 60 '9'10,0 LF I/t I erg fd. Mo "SA f. Curb M ,� fXisfir9 Sa�foce rt A1ryt . m q.60 � orf. r o ii v +• � o as • o gti To of E oQ � ti ° o� ce ii �o _-�._�- _ _- __�___ _ _ �...___�_ __..� _. 1 0 1980 4 q Y ..__ v - v 2420o a Top oT F Curd 060 60 o ti �' .f, ov 2 60 Nd� } 60 42 Z; •. 60 p . h 6 ; Caib Gaf ,- .� - _ _ . __ : � � � � r~ f•� o, _ � � * v1 to y"� 'o. � � O h _ � _ : : . � v : ti �o 60 �. a o � Go Z 0...-�co 01 e � PROFILE w SCALES - . . : T 8 10 11 12 13 14 15 16 17 PLAN SCALE I = 40' , Sia heef see S17�a f VAR/EJ s 41. cc �� �y�� b , Q ////.o„ a/,,,.:/.rr',.,./uu.,`../,nu....i%/ /.... /,G a .'O .,' ,• -. 14 15 26 �Q Carb Rtturn Data Curb fit fvrn Dale Cvr6 N'turry Dofe a ' * Curb �teturn D&fa i p �� �j Construct O.I0'rhk* Cenilrytt rC.c. Orivewo 0 ♦ ! � \ ' Approach Per Std. "� W O A.C. Ao vemen t y �O R 10.0, /1) R 10,0 R - 10.0 \ J R = 10,0p = 77'- 43 •9l O • O = /o Z'•-/C'- t9" 0 = 77'- 4-0'-3l" O e = /01'- /i '-til" +; o k a•o a� L - 07, Is v L 45. 70 ' L = 07•/3' u ci L . 5.70 ' � � a � � TYPICAL SECTION RESIDENTIAL A t t4.at, T - /c./1 ' '? t4.ez L DRIVEW Y V Cw � 0 ( NO SCALE) IV ' Iv. 64' � L��se I9s, t1' lair,so' �`,3�°' � /7e.to, a. !Kist. *cc, Cl sem_ L _ _ � Conl trIVc t P, C.C. Curb � Qu f tar Pir l fd. //3 i .4 o a`' �!� ��� ��b • !� tiff c� �d �� cp '0 9� E�lrt•�.e. cab a BUCKTHORN AVENUE a j `I�mft `6•`'ba. -� O P eek �b fit! A �. 0 N /to 09' 04" IY 4 p►� �f,.�- o�A ' �p p ��`� w '� �e �, _ t �• Condfruof 0- 25 " Tlhi'e%ness A, C. Pa vemenf --� �'�• _ �ti'' 't�-- �,� 'fl 4��� <Exi0 rc.C. 00 N ��` Ir- ��/� Contfruef P. C.C. Curb Gutter per Std. 26.36 /96. ?3' V' 1'c9 3` /Bd.56 ' /9S. 2/' Ab Curb Return Data 1c• c3 I c �} II Curb Rtturn Volo Curb Re tarn Oafe !� e / Curb Return Dat& IL 't' " Q = _ Ii� Q I Q l R t0.0 R to, co R t0.0 C • d /o t'•/s'•t�" p 0 3 /I A 77'44 '-dl" d = /O P'- /C=29" �V l °o° O ti a 77�•A3 "Sl" J 0, o e L 35. 70; p e c � 'I b L = l7. /0' L 05.70 * J �o O I L - t7./5 e T t4.e t • 1'. o �` T = /C• /t' T t4•D2 ' '1 p J T /C./t ' 30CL fit 30 52 �'� - 41 40 v r+ 27 h s b 44� • e pJ L ine f u l ' s4c S'e mConstruct 025 �hicknest A. C. Porement conetrve t PC.C. Curb Butfor per SM. //1 TYPICAL SECTION BUCKTHORN AVENUE SCALES : HORZ. 1" - 10" , VERT. 1" - 4' '. FIELD BOOK FEF. COUNTY Of SAN BER'NARI INO w 0 Ni ASSOCIATED ENGINE ,RS _ IMPROVEMENT FLANS 316 EAST "E" STREET ROAD DEPARTMENT TRACT NO. 8682 R0P,.D N0 OhITAR10, CAL.I F. , 9I764 1 : 714-s8£- 5€�f8 ' BUCKTHORN AVENUE N _ . < �' �cEra By A. G n. 1. -� �, , _� •T;P o IE Aj z 6 �3 &;:31,: �zc _!Al _ ,;}_ > , z ALTA LO M A DISTRICT �, cIIQ4 4: __- _ t of 7 _ r rt-ase ,! • � _ i : ... - _ - - .. .. .. - . -. ti . . .. .. ,._ _ 1. _ ire fur11 I i0' • : ., � 35.7 � 4 � d AIAIAj 4 4 4 4 .l W .100 • v h ti _ _ _ . on Cv b _ _ _ 000 2000 1 _ s • , ra te • V w o: o• Tor Or m nmr� 9 6 t; . : h X090; V e.00 O O p p � b 1990 . . ___�_ _._- .._, - _,._ -_ - - --_, _..� �. _ 0 1990 p h ei�' Ov � rpij`,' O O h � t , O O i QP- 14L , BoaY.C. O VA /. _ 13.33lex, 4t d J l 'rl0 e0t�4 Ij t 6bra�e feseftnf !O - • a , Svrrote �' Or 9f : Ton: Erode + f+00•. o � • : !. • i 990 y__._ __ r _ _._.. , �.____,_ -IT _ __. _.__- ____ _ _..__- _ 19 30 O% In ,% 0• IL ti S Culvert too` re. t /ao r.e. 1980 ex3 fin 3ufo e R 8. ,t /w : : 1980 / YR.A !4,90 Y P/. 95.90 ro of f. roo- v P • \ 1,00 � _. _T_. .. _. _..__ . ._ _ .. . 990 _. 1990 g o 0 0 0 o p Oh e •� /.00 •/, . w _ w w w w t; •r oo. � e1 _ � a v � ! � : . � � : � ; : . .. . "1980 � lob, V C• t /00' Y•C• a C. 3i./0' ro v OC v n o I I a 1980 0 o o o he YP /. _ _ I 1 o YP/. es./5 t 94.96 YP I. 1.3. 95 4 4 4 4 1i d d O d Q v 6 6 co t9 1 •90 PR _ —_ HORIZ I�� = 40 1 3 On C yr b On Cur VERT- I = J P SCALE 1"=40' = a ~ + "ateef clfargryce ID stE Sh IZ `v 3-eQbe s 8 9 10 I1 12 13 14 f ;, 190 *° v I t 6° - p furl tune Do fa Curb 90furn oafs ! SECTION A-A 1 y ul v � _ � SCALE: I�� 2' Curb curve Do'fol ./ Its R 6t.o ' R lo.o' - �0 G ' '- " y t For L• ace PJ�n I !C -St • /t i d /ot /I • t7 of 1 � rR = 38.0 �e Q It y T to. 07 L 15,70' V �• ;Z l I } A A t53 -44 . .# T - l4.et j 11 �. install bd/b on /e per s1d 206b e4 bars /e" 0•C•67 l�� <•� =►e•Os' q5.as' 1!.es' �s•d3' �f t pvr»f �1 5e+e sh e Conrtrvet P.C.C, Curb Gu//sr per std. !/e 1 mss• t Const PC.C. L.d• o, a ^I �q1 'o 1 �* , def Defoe/ f" R ` Per Std. No. Poi, ry B" r I ; COURT U R T a o 00.00 • - �.� a �, .o W H I R L A W A Y �• q� 4 4'e./! evek orn Are, v A O + „ r e se/ow t)e w '� n1 Al Bq" JZ ' •k^s ' �+' r o/!5f 0 25' Tf»c�n�ss�.l'�'YeiyJCllT Clay, vet P.�.C• Croft 6vf ler � °'' w 1 1 y S E C T 10 N ,t 'B-B w ,!u �/ Construct O• g0 rh/c eft A.C•o Pe e�»enf� - . .-- P SCA . I = 10, VERT. I = 2' _ _ LES HORIZ ER . O i ti, n _ b , Construct P,C C. Curb Out/er er std, //3 \ �- c 73.10' 99•oo g9.00 99.0 99.00, 67• a3 ' ? �� 1 / h } �. t' Z �( SIDEWALK CULVERT DETAILS t. ''sq• I o �`• 11 0 ' Curb coma; Dlo fo Cvrb Re turn Do to I' Q Zea► dewastk Cv/vrrf , �� * n► R - to-0, o ,� Y ,� Ot t o! ,k �t �' �h A - JgCt ff- /t" 77�- l3�3I" `` V 7' /d " /g' 7' Z De oil * 9 L • e'.�o' L 97, /l' v ,1 \ ' Z L �!v T • 20.67 T /i./t ' CD k 6 I 11 Z4 o • L aI J ® •�1 �t y bpi . /0 - 4 3 2 1 ' - v, 1` 1e �a3 °� °• I t°• tine °. s a. C. P. E ? 6 5 �u It f L a are l ' Q : �-- S,crE 4— '10 to 6.0� 6o a[oPe a'c.f ... Br.o�/� 7roiL .0 •' ' �ea, f we� 0.25'Tfi�c e+et ,4.C. Lbvesn•„n� `S dt23 to '.SCC G��Srn.Q Conttrvcf0.407hickness A.C. Porernent Sf Zt4d 7b St75 �t for •eefion or Cone. /fined ditch Construct P. C.C. Curb '� Cvf>ser per ?td. //5 TYPICAL SECTION WHIRLAWAY COURT •' � .Sidf'r ws/t Ctdirrf SCALES : HORZ. I" = 10' VERT. 1" = 4- "K •, b /D S.e•r. D.E. �. . 0 to' to No�dre/ r - - -- - Slope Varies ,1 \ s,d�.,b/� c�,r�-f U ~conn. nr�, ASSOCIATED ENGINE!' RS �. �Y �_ ccx�t�T�' o SAN .E3ERN RC7 t C� Im"'OVE MSE NI F L,.AN S o '�. Q o/tc/f 316 EAST "E " STRFET ROAD DEPARTMENTTRACT NO. - 8682 E.0 T/ON At •N • S TARTCALIF, 1764 SCA 4,f /., _ .s ` 714 -986- 5818 � R AV�AY COURT S rC TlO� /I M els5044 loperrom drfch fo eosfside of 3�t1S C �s {gy Q;.�. E� _.. E { __ . s{DO�o ,q.C. '7.4�CKNCS� OAR � i -• =- ` OWG. 1 SIO. � � � -`,k E TA /L SCALE /' s S• APPROVED MA'TEw,VLS )gaPo2T S 57¢ Z6� 3 Z _.. - , t_ - = Y !_ t - •tF �• - R _ �- R - LTA _ LOMA A I ""I""R i�T SCALE • / = S �' � 2 t 10 4 ��� �_ � 1! — --- _.- __,_. .+. _.E a ___ os _r _._ . _ --- - _ -- - = - 4 7t-450 *!turn 1 t 7. 15 , � s s r V P 1, e0,ro 2000 i ` 39.90 J! 40• !f l9 ro` �• �• On Curb ti on Cur 6 A e �; e a a a • • F-/I#i�9 urlbci I: N . /IV v C f t ; Z C � C - f #0.80% rev o/• N. Curb �' e, 3s./O' Y C. v 0 r 7e.$6 1990 _ _ . _ v e vo hgo bo Its v �1 O 01 �1 O Oi h y O � � � O +�• ti �. h .� C • dw d w O O t /00• Y'C, o c lyA 9$0 ; , u t At ass j i : 6 1990 - �. 9 30 Q M C 0, _ OCC tr O� F//7 h s r � d y i � o � d O Oe; � � 00 • s Its 0 0 0 � rlis r /00' v c. : _ m 9 80 , « Y•A/• !!.Z5 e 79•SO' r.C. •i s CX, To�f, drreds i X • V.P J. 79.60 _ { �b J11110, !9.90 v r i v On C b 990 = �; a Top of d. t�r6 • '.! ;�' o• o : lb 75 • v t�6 r �! � • � � ti � o �h i o v 80 M Ro turn r I .15.70' PR 0 _ HORIZ 1. 40 SCALES VERT i 4 • 9'70 0 I 2 3 4 5 6 7 i P LAN SCALE Curb Curet Ooto See Sheef 2 f see 5 0�} 3 41 42 43 44 45 A 253'-44-24- L � S a' it � a Curs to vrn Dol* 46 Cyrb Cvrre Oo to IO R ao.o' R st.o A 77'-4.1•31 d 36'-dt'•Jl" Ot L l7, /1' L s9.qo' •s W ti tl T /6• /t T t0,67' �, �cl% w, p « w I) W I co 7 �t '•"S��ti e� Js' foo.oo' mace, foo.oa' It 33' ��3 w Q �` Coni true f P.C,C. Curb Ovt to r er 1 rre Sid. //S � �' 1�1, 16•�1• o O Ofoo.00 Conefruo/ P.C.C. Croe! Guffer 4y Contt. P•C.C. L.D. ~` Corit�r�e f d.25 T� 'clrne!! A,C. T4 rar»er►f % 9i 40./3 vek ore ve :t- t-1 1 per f td. //9 , w s 3 !� 6 per Sid'. No. lea y , gbao° •q, •'� WH I RLAWAY COURT q . o 0 7- 0 I ^ -Coneracf AC-C- CVP Ouofer per S S 4jx -r�` ''•� a 90C4 91,00' 91.60' 9f.6d' 30.69 , •65d � � '�'`o O b •� 9 II ` Yv Curb Return Dofe curb Cvrre Dote O � See Sheet 4 /or � A /Ot'- IC••t9" a dC'-52 -I1' �� �i' 9idewo/k Cu/rertDet*f/ W I S co A L 35.70' L !9.90 1! O T 24• s2 ' T 20,Q7' Q' L -4d00' m 4c ,1 �d v 47 k 7 ' /e ' /s ' 7 ' Z 6 ' /P ' /Z ' 6' j 52 5f 50 49 48 � �` h 04 :l Lers/ Slope ape �Con3frutf 0?3T�iie�nese A.C. print Conetrvtf pC.G. Curb � tiuf�et per Std. I/3 t ' TYPICAL SECTION 'IIIIHIRLAWA� COURT SCALE : HORZ. 1" = 10 , VERT. 1 = 4' ASSOCIATE` D FNGINEE:PS FIELD BOOK REF. COUNTY Of SAN BEr."JARDINO IMPROVEMENT PLANS w 0 NO, ROAD DEPARTMENT TRACT N0. 8682 POIN . N 316 EAST "E� " STREET _�j-- _ __. { _ , ONTARIO, CACI F., ,91764 ��- �;® ��.e �y lex f 714 -98C- 5Lg18 �(,,(,3 WHIRLAWAY COURT F U NC h / 9, oc�p .ckwes� - DwG. NO. 51 QWTF IJ FK �. c: DXTT ALTA LOMA DISTRICT • 5 7 f , _ n-is e , 3 5. 70' A a a e � f t I � , i , i I � Fx/stin9 �irTo - ee IWit , r : - v w 2040 c� : ro � a l b din Grodc ; O o T Ii o Ent � h r ` d a : Ororno s iosai»en! Curb /O I On : O Y 4 P/ � . ` �f.Y � 3a'34 Fx Ts fin9 l iT c � �>� � � : tih O J 13 4C O t I p finilA�d Surjode # i� d#. Ton. drone I DO /, •�� Q • - .. .��� f h __._: ___._..__ __- . _.. ._ . ._____ .___._.�__.�_-- -------____ _._._ . ._ _¢_ _ �__.__# __ ._ ___ � � __ <. .__ _ . ._.__, . . ___. _ X2040 o a s ♦ e. ftb11, •'�Sidewell! p r1 h M O O o w V h O r e� g O� htot O D . '�� Cu/vert w v O , O : ♦� a ti p w � � � O of � _ O - i 64 14& r � W VIA/. 40.50 VP s 17.38 ,,, 7lS377 I Y.P. /.9 4 • - _ Ten Ir�de /.DO•/ rep "ef ,9. curb --- 2040 ,/ 040 /.00 � — .tSB�o sly,/ •t o0 % b oa `f p M p � Ow o '�9 o� `4lfj • O ' .Q eb • w ', '. , ,Q• v� Weil, Wit hQ0 ♦ Q wQ � � ♦ a H � a0 � wpp � � w ````` : 1 i t r1 V r t � 3Iw N M • ! Qo rl �.o� _ E A r� W e e e o . , too, C. M J d d d d _. V.P 1. s 40, 65 P/ + S6. /0,/C. 19.90 Jl.90 x o a a ac V P. J, if 11 On Cvr 0 F I 1-r- E .9.Q0 Y.C, Return i On Curb V.P. /. 37 79 HORIZ I« = 40' SCALES V E R T I 4 7 6 5 4 3 2 I 0 P L A, N SCALE I"=40' 4 is a. Shee,� � 21 22 23 24 25 26 gee see sheef 44 for sell "k/.N � M ? I p"1 n W) Curb Curve 0eto Curb Refurm Data N 4 it.o' R so'o ' v ' Curb curer o to a a as•-st -/� A /of*- W. t9" Ir i ♦ I L !9.90 , L Ag.70' 11 ul e 3D.0 T t O.s7 A t59'•44 I t3 Q% IV r l4, Of' 1 ��� a 1 L /60. t9 I r!'rr�Fe,1t / 1 ` ��ss s 3q. I td.00 4yt. oil 9t'oo �t.oil q3. td Construct P. C•C, Curb Suffer per Sid, /15 _ cons,`. AC, L.D. psr V� APPAL 0 O S A C 0 U R T a�X. 1. ts� 0 00 �o -h ... _ O •�; 5� !fid• N► St0! TjPe �" �b. N S I l / G� �q 1' • 0 Wee ernes N SOL gefa1Z E. t 10 + t + t �' �' Itrset _._.. See Shee f ♦4 j � � , € o - h Q N d 9 S 3 w Construct P.C.C. Cross Satter 1 } O V1 y - as see sheet 4 for o h Consf. 0.40'jJyic,�j7ess A•C. Fbyem�f +� Consf o.2s'Th c. ms-sA.e sv'l �• — a Sidewo/k Cu/rent Detoi/ �' a l f per Sid. II9 O �,�6qA L Con�truet P.C.C. Cur butter sr Std. l/5 \ fq\It i. '\ o 74.77' Ioo.00' /oo.o Ioo,00' 67.44 ' �a`��I �� • / , V 9 t Ih S�•t�� � t i I cW I Cvri Carne Do to � Curb Re Purr► Oe to 1 7- 4K I st.0' R s0.o' 11 O 1 d 16•-St= IZ' a 77*-43'-SI" •p L f1.90 11 , L t7. /d' �c Y 3 0 t0. C7 T /i. /t ' 11 V �l % Z5, Y5 Oc 209 I$ 17 16 15 W ,i f 50 h � a� LtVe/ ,� Line � •: f' a e l P &Cons*act ifs";*li kmss ,4 e- *ven��ri� �Sfo. +2S # 10 ze45 Constructp.4d'T ieEnese A.C. Porement Csfq, t45 fo 5f7�* Cons free f re.C. Curb. � Wier per Std. //5 TYPICAL SECTION APPALOOSA COURT ►: SCALES : HORZ. I" = 10', VERT. I 4' r F ILL p BOOK RE.F, COL) Y OF SIGN EBF-r�t�1/+R r , ASSOCIATED ENGINEERS _ - _ f'' 7IN0 lM���VEM�N@i PLANS A. o rev. 316 EAST "E" STREET ___ _�_____.__ ____ ROAD DEPARTMENT TRACT N0. 8682 KAD NO. ONTARIO, CALIF, 91764 ---- - -- i �; �.. 7i4-9A 581 __ _�._� «ten BY APPALOOSA COURT I: F. W' - D _._ctilerkp" BY _ G. No .17e �PP9@�va ick � E Z5 'i k Z I I 0 4 DA1 t - — 'r 3 f-'1 O M smF v oil _, _ �. A DISTRICT T y - Q + q - i { Refarnto f t 7• /3' 1 • A 1 : O 4 4 4 4tn ICA its (n 0 s »•do' P,.c. \ jYP/, s 15.18 On Cur i9.!0' 0 sc,/0 P.C. I s �\ I on Cir b • 0 .P. /. too./e a j _ 2040 f 0.80% qW4 e. ti OO • • N � N N � w Ick Top of N. Cur6 h yti N e I I • . v; w e: byIti 0% all on p O /oo, I Y.C. �; r g i i } a 0O. GD / , f 1 1 R *€ 4 xYsf/n99urtcrd of sf204 �.do 020 • / t4 i j f Fin/shed Surfot! !� # ot* Sf o i 3 36 �' �! o o ►�`. a a i o tip. Brio p � tip' Oa � � " h �; � �a �°•� , � I ! • b /00 Y.C. PitY.P. /. • 549,111 y •-- ' j I j 5 1 f '1 I , 1 , : I i i J 2040 r�• r70rede . �. I s �_ 2020 Ex/I in9 S'urAcce RR1 w G.o2' V C• :1,9o' V. P, l. -25.ZZ' On Cur V I d e C } o Top or s, cvr hti ` o O O I 3 p M1 N N i j r 0 h Q O •00 O 0, ; oil P-4 OFILE , 4 4 4 ' 4 Y.RZ * 38.96 � H0RIZ i„ = 4, i _ a Re tarn-4 5 . �.r VERT 1 = d f Y 35. 70 ' 3 ; 2020 +cW 0 I 2 3 4 5 6 7 P * L Sae Sh ee f 1 gheet 27 28 29 30 31 32 sea N 1 le ia' o tar6 Re}urn Roto curb Carve Coto 33 rt 30 0 0 in If d 77�43;-3/" R 62 0 w 6 t 47 /3 A +36 -5Q-/t N Curb Curve Coto T to.67" to�'o R 34.0 0 44 —TIC 6' � :( \mac+ � d 153 •4d'•td' I Z , t I W 01 Itoo.00' /oo•oo' �►�o �D ^ / ` �• Concfrucf P.C.C. Curb Outter per Std. I15 t` -+. �� Const. P.C.C. L.D. t1E % e .M ofoo.o l Contfruof P.C.C. Cros! Outfer -� •� per Std. No. ?03 C I •, ti ��' per std. //9 APPALOOSA COURT ' -c o ° 1 s a . -o a i rypc `B - 30•tt' 1 t a I a 1 1 +,6'+,5' m ' construct 0.25 Thickne vs A.C. Po vemen t — -- ------------ ---- _Construct P.c,C. Curb Gutter per Std. l/5 } 90.57' 98 •05' 9J•e5' 93.05' 9! 05' Sf.f�' ` y� `';, ~ I 11 } 1 Curb ate f urn Ao to Curb Curve Date ON ,� _ R t0.0 R 6t•o' • J lr v O /OP'- /C=p9� d i6'•.5t•-/t" ( /G See al�eet 4 for I� a v 4 r?,qo Sidewo/k culvert Oetoil O 30 s. ,1 v L .35.70' � T 10.67` �I �. L =QB' �� I : W j ,1cr T t4.dt 11 v ' o " �' /g' /B . 7. tic 34 - re rt � �II •a � O � 40 '39 38 37 36 35 ii i � ,ti g4 � `° J ta level t• Line � 0 � -- S'c.P. ?lope construct 0.23�Thickrle'S A. C. Portfianf ` • Contfruet P.C.C. Cur6 � Sufler per Sfd. //5 •- TYPICAL SECTION APPALOOSA COURT SCALES : HORZ. C = 10', VERT. 1" 4' ASSOCIATED EC1l �'PS f f �J ESC"Y, , , _ CC>UN't ,, Of SAN BE ��J�lr°i:�I�tr1 i(1�i� '� „ : A S h°:r 316 EAST „E �, �TE,7� � — _ _ --- - -- - PARItAENT TRACT NO. 8682 ONTARIO, S17C4 _ ___ � - - � . 3 1 . _. f7+!/b�7 PPQdYE D MA7-FR1A +eEJ�'P-T Z5 g r #y r . ► 1 i F , e� Z� �o4 i _ � _ ._ _ _ . . � OM DISTRICT Of ; Y Jr? 45 dg