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HomeMy WebLinkAbout550 - r t j / / / (Le elw 19's'S>< i¢`I.nP. /9 T N Sf / � f 0 (XJI.A ■ / � / I � Install 16" Flange 7. sbast s ,-, WATER SYSTEM NOTES W/BI ind Flange West. h /9L ,Sfr� . �` /w /9 ,Iii , �6l✓a1�r�la;n - 11 _ _ - - - - --- --- -- - - -- -- -- -- - - �, I EX;st. �c"c.MP �_ R/PT"IO/` QC•I���I UNIT Rf i����"hS arm i9 .Sr 1 . Clearing Site Preparation .L P 1. The entire water system shall conform to the Specifications and requirements 9 Lump Sum L.S. Incl. Misc_Removals X30'_ Install 16" Flanged 2. Excavation a Gradin CEr/s>a"G✓.s r / - R-/98/.5 - i of the Cucamonga County Water District. 9 Lump Sum L.S. See__ Gradi Plan B.F. Valve 3. 0.20' A.C pavement Type "B" Trench Patching e=8 5�' �G" , 2. All water mains shall be installed with 30" min. cover and shaII be flushed _ - YP 461784 S.F. See General Note 1 4. 0.33' Class II Aggregate Base 146,7134 S.F. See General l'lote 1 T /53 2Z' Maim 16" Dished Head East and disinfected per A.W.W.A. Standards, prior to use. - P.C.C. Curb 8 Gutter • n taI 8" Gate Valve 6" C.F. �,o5.s L.F. Per Std. 116 Exist. F.H. a co »erf,% exist d'�s� rns fa// B"Gate Wve 59 60 61 76 77 78 93 _ 1 3. The static water pressure is 98 p.s.i. ( Archibald Ave" B Victoria St. ) 6• P.C.C. Curb 8 Gutter (12" C.F. 1, 130 L.F. Per Detail "B Sheet _ (3c cr st ira;� es rr9v/red I � �fa�/ q' 7. P.C.C. Curb Only C.F. varies 440 L.F. Curb Returns � 8. P.C. sy Gutter 8 S andrel � sT' � II 4. Legend: - _.._ _- Indicates steel, cement lined, 40 lb. felt wrapped pipe. ---P - F PertdZ J19 InstaII 2" owoff II dewal .643 er Std-,_1D9 ly - - - 'Indicates existing water main. 1 P.C.C. Driveway A roach �!PP _ 10 602 S.F. Per_Std_!�8 0 3 oncrete Block Wall H = 6' T = 611 1 /G 58 '� o -~--�- Indicates Gate Valve B Valve Box Assembly. - rL.F. Per Std,3J- learance,_Marker �. _ 0 62 75 a 79 92 /7 Each Per Std. 303 �• •,� •� ^�• -� 304 Indicates Fire Hydrant Assembly (6" x 4" x 2 1/2")� 13. Street Name-Signs 14. 0.25' A.C. Slope Paving „ Scale: l" = 80' - 1 --• Indicates I" water service connection to be installed. 25 L.F. Per Detail A Sheet-. , a h 57 - 0 1 Adjust M.H. to Grade - `" S 63 74 8 80 91 --0 Indicates 211 Blowoff Assembly. just C.O. ±o Grade • . � move -Tele`$-Power2ole-s c 5. Fire Hydrant installations shall conform to standard diawintgs of the Road ` - G t in-contract ement-Removal _ �+ • _ /t� Dept. Std. Specifications. 19. Rubble Curb Removal 8" C.F. venue- M W h = - ,. _. ! 261 L.F. Ramona Avenue 56 ,; g o S 8 6. All water mains to be cement mortar lined and wrapped steel pipe. 20. T e "A" Catch Basin X = 4' V = 5.7' rt_. ---Each Per.ltd Ramond LIv� z 64 �+ 73 0 81 90 6" pipe to be 12 Ga. - w 6" Water mto ,..,, y 21 • T "A" Catch Basin (X = 32', V = Varies (Ovt/cf) 1 ach Pgr-50--206 Remona Ave. Main 22. 24"C.S.P. 14 age) ,gyp I Q �, W 8" 8 16" to be 10 Ga. _ {, L.F. 1/icforia Street 'ao 55 '� ' _ 7. All joints located in curved sections and two joints on each sib of a Tee 23 +�" C.S.P. Elbav� - 30°Z Shop Fabricated ---Each ncl�Misc 24. A.C. Pavement Removal � _ _ ardw � _• J S - �-' S --- . • section still be tack welded. 1200 S.F. 19th Street t •� 65 = 72 82 89 011 25. 36" x 22" C.S.P.A. (/4 Ga. ) s8 L.F. Ramona Ave XI zo �` `' to' ° -Barricade18 L.F. Per Std. 305 0 c y c _ I prepared the plans of domesti 27. PC.C. Cvrb Gu>'fCr 8"C.F. ) 1, .e97 0 J - Water Main Q 83 88 rneforf TracthNo.902 August, th�5meet the requirements of the California Nater 28. 7-!'PE 4" Latch Basin -- - 54 � 9 66 c 7 $ e 8 systemfornix (X /O', ✓=4.5') / Each Per Sfo: 206 iefo�%v' �Sf � 9. A.C. D/ke B„) _ �� Aban don 4" Line Section of the American Water Works Association Standards and the San Bernar- 3o Z5 F Per Std. //7 `"' dino County Standards for minimum requirements for safe practice in the pro- w-ZiR Ret^/ector 51 n - under Ramona Ave. 31. f/eadwa// Structure Each Ren Std. 30� {/icforia St WATER LINE ON CURVE _ - z duction and distribution of water for domestic use. _ _ _ _ Q Eech ,S« Deta�/ Shit 4, 3 32. Concrete B/0CK Woa// (h/= 3' , T=6" //7 L.F. Ft°rStd. 30/ (Lot 93) g 53 p 67 70 S 84 87 (n Z 1z e distribution system an transmissi main �t the ant of supply to this Pipe Length = 201 UJ0 Radius = 388' Tract are adequate to supply water tot sections ofpt a Tract, in accoance GENERAL NOTES UJ A/Joint = 2°57117" � with Section 5.21 of the above noted standards. c N a' ,p 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS An SPECIFICATIONS. � Iib � UC, O'�JL..�.C. 2 52 d 68 A9�_� 85 86 �' „ 38 Date 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 3D3A SMALL BE CONSTRUCTED AT EACH INTERSECTION. 4' Install 6' Gate Valve 3tRegistered Civil Engineer No. 248too.", 0 � 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE POLES, MATER METERS, VALVES, �NYDRANTS, ETC. SHOWN OR NOT SHOWN ON THES-•••-2" Pressure Regulator PUNS WITHIN THE LIMITS OF THIS SUBDIVISION , OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR RELOCATED MIGNONETTE �l STREET�- _ to be relocated. Cap AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. exist. 6" line. 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND WATER 51 This certifies that these plans and specifications have been revieww,°d by acrd LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. 050.04 70.001 70.00 70.001 70.001 70.001 83.57' g are hereby approved by the Cucamonga County Water District and this company S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY ROA6 Instal 2 - 611 Ga a Valves Shea 6 6" Water Main N Install 8< Gate Valve is willing and able to supply water to every lot in this Tract in accordance DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATIONS. with the Pure Water Laws of the State of California. r r % .� 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY t DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON 15 14 13 12 11 10 9 ^+ - THESE PLANS. +` � EXiSt 8 Cone. Linc , �► X173 to 1/ w8 ran t:9 h t Date 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. Q "� Pi�S. Signed - Assit. Gen. Mgr. 8. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT AND CALIFORNIA DEPT. OF TRANSPORATION PRIOR TO ANY ENC OACH- Q WATER LINE TO BE 8 y , MENT OR CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAYS, AND 19TH STREET RESPECTIVELY. INSTALLED ON CURVE 49 a 6" Wat r Main �, I 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. St Pipe Length = 20' oV, x 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORT! TO THE PLAN GRADES. - ~ Radius = 412' �� 16 17 18 9 20 21 +' o z Fire Protection System Approved _ O 11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SMALL BE S AT ALL A/Joint = 24615711 ,f'h f7 �` ••S . M � HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL 7 �* Inst II 6" Gat Valve 77 nd 3� / Q STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING 48 .o '54.24' 67.00' 67.00' 7.001 I Co»»tctEX/st/��Je .� C _ /0� 2_ BY SUB-GRADE BY INSPECTION PERSONNEL. Q _ _ _ _ /a tore/ to new B"//%7a HOLLY STREET o Fire Ma haJ Foothill Fire District 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO PAVING. Jz --1 22 6 °° % 1- 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED AT r� �4� .* �io 9'�S/ NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION 47 S o V -�`- �t-Le �On6p Ave. DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERALS AND/OR SURFACING. y 50.34' 68.00' 68.001 68.00' ) 5� �`v! r �� 14. AT THE COMPLETION OF PAVING, A MATERALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT -41 `' /G"Ma/n LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERTIFY. ` � � 6" Water Main � "CMP. '1- W _ nstall F. q. AssembI cc (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. 46 = S z 28 27 26 25 24 a 23 5 1 /G" o,9hed ,y/ (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 5 j m Co 4 - ( H 14'& ter& yd/ve 15. WHEN ASPHALT CONCRETE 13 PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE' PREPARED BY REMOVING ALL h9ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER 2 e � B"yf/a,19ed al//ef rn><f, THAN THE NATIVE MATERIAL. Q l' v' b m ��/aura to Xi7 w 8"Ge fP Valve Bofh �l�C /G"�8"lines r~ y Q TO THE SUBDIVISION ECTION OAF THEG�N-��ARIALSRET�AND �AREhDT FQVREW_ANDTEVALUAAION APPROVAL WILL BE GIVEN WHEN ALL 45 $ Q 4 �; ��"Ar7e � fha//Pass below the 4 S • ' N y � 3 /8, 3G"C-M.�? y✓ith a m/n�mviAf UCT1"L SECTtOir REQUIREMENTS HAVE BEEN MET. ----- o 29 30 31 32 33 34 .J >�`o°fo�a Sf 0 of G" c%ar,1.7°e. W - Eli O 8 o v at^e 7 1 .16 a ~' r' /a� °t OFTA/L A " Nd j 44 90'SO.171 68.00 68.00, 68.00• 3 ' AVAL N STREET H n 35 ns � B"Nater Hfain - 3 3 g µ 9' 69.001 2 ;� I Ezist. 4"water Ma/n BENCH MARK h 43 ' Soo sB.00� ss.00� 69.00 I g 9 9 SAN BERNARDINO COUNTY B. M. # A - 249 Install 6" Gate Valves d' 1 I 2"6afe Valve 6' ter Main y Chis. "0" in Rubble Curb Return on S.E. corner_ Future R/11' Install F.H. I 8 Install F.H. ssembI► ►��; t/ec./>s P~ Rcss°re R /ator (�Pe%cafed) at Assemb S m 19th and Ramona. 36 I P Gate valve A R C H I B A L O A V E' Elevation 1462.27 W at,or of caw 14� 0 41 40 39 38 37, - a1't choice. � " 8►' Wat Main �, ( N U E 69.981 1>4 To+ 50.021 68.001 68.001 66.00} 98.40' 98.101Std. .Sf«/ /nC W/Q"��ex. Coup/ir�g , I I Connect to xi t• 3o5't ___ --- -- ---- td 8" Main an nstall _ �� rnsta//6"Gateva/ve - - 1 o I ~ / V I C T O R I A S T R E E T 8" Gate Valve - - - - - 2 - Or.',°!�L 8 Q I I I 4, I .0 Q 8"Main to Cross � 8~.tendo/nPC o LU be/ow C.M.�? Shts�•� •� /ina �o O I ' cc be abandoned I I Trench Patching �p�81 / T.I. ( !0 Year) SCHEDULE � ( � V" '- SP. J I kin • WATER SYSTEM AND STREET INDEX. ' i Ramona NineteeAve.nth St 5.5 Q - - Victoria St. 5.5 cc I _ ReMo✓e /a"sP London Ave. 5.5 TRACT 9025 Z ESj �,�/ �` 1 60e ec w sP 5.O �+! I W SPECIAL NOTEFROMPRIVATE ENGINEER TO O NTR eCTORb111 for job site I L 1IIF/ ! O/� OU J I TIES 4.5 a W Contractor agrees that he shall assume sole and completepo responsibility 1 Pasito Ave. f . �-8"Main conditions duringthe course of construction of this Project, including safety of all persons /TE�1 A0FXRIP77O/V U��4 "Il UWIfi R". Pt S O 41' ss Holl St. 4.5 = UJ i g Y _. _ --- --- -- " a ✓e/ve and property; that this requirement shall apply continuously and not be limited to normal r " 4 A ri. Me>er Avalon St. 4.5 1 . 16 Water Main X10 Ga. , C.M.L. 8 Wrapped) 1,343 L.F. Includes Mise. Fittings / 4 z �_ working hours; and that the Contractor shall defend, indemnify and hold the Owner and 2. 8 Water Main 00 Ga. , C.M.L. 8 Wrapped) 2 513 L.F. Includes Misc. Fittings I a'F d�akva/ve _ _ ! � � � RAM 0 N A AVENUE ''+ the Engineer harmless from an and all liability, real or alleged, in connection with the rf"/ia,n Y tY� F4" {/ d Garr Valve �� _ ' !/z9e slee/) 2"min Z performance of work on this Project, excepting for liability arisingfrom the sole ne li 9 Water Main (!2 Ga.� C.M.L. 8 Wrapped) 3 117 L.F. Includes_Misc. Fittings I p 1 p g �' 4" Water Mash 4. 8" Gate Valve Assembly (Flanged) 7 Each Includes Valve Box Assembly gence of the Owner or the Engineer. ,(/.? 4. -_ _ _ VICINITY MAP _ u. Y to Valve Assembly [Flanged 7 Each Includes Valve Box Assembly 4"&aas Geie valve Scale: 1" = 5001 �.•.� A'le�er fox 1 " BytterflyYalve Assembly (Flanged 1 Each Includes Valve Box Assemblv , ��•� Gi. Q,.,.1-Date- 2" f=tT-95-- 4~ Ae e�. *trr er 7. 2" Blowoff Assembly 4 Each Includes Valve a Box E TQ�L Date-- - - - -_ RCE No. t 4838 $ F e Hydrant Assemal 3 ac nudes 9. 1" Service- Connection � aC 1, ASSOCIATED ENGINEERS FIELD BOOK REF-. COUNTY OF SAN BE F'NARDINO IMf'F��VE_ MEaN�fi PLANS w o NO � `�Corncc� fe S.P. / qdd Conn Pct/on to /8"S.P (patg;/ per• vera;/ A- Just Valve Sox_�o grade 316 EAST "E" STREET -4 - _ -- �� •� .� R AD DEPARTMENT � TRACT NO. 9025 ROADNO. " " nG�atch ' S{ s ArC Z jAdd Connection fb 19 S.o (Detail D) - �/j1�►1 DETAIL C ON-I AR10, CALI F. , 91764 Designed By _ A;I `) nnectiou--to-A'-Main$Relocation_Qf.2 2,reSSure orla- Ire tBrla= ddr/e,»J2, Chen a rfer // - '14' Y 714 -986' 5818 �' 9 _ _ _ �G ;` , '6 Drowns Regulator (see D-eto�,�B ") r.�c�udPs 1/,P/yrs a.-,d v �/>t foe/ate G�.��.�/Mete /!o �G I bt-1 �e(7i('ts INDEX MAP, GENERAL NOTES FILE N0. _ _ /3. ConneCtIon to ld"Sfand o;ee (See Qetai/ G ") L.S. Inc/ude� / /v Melo and Bo Checked ey bQ.�o asst Roar ;_;f-}. s, eR �r�cR oa1E _... _.. /4. Conner t/on to /6"Sfardo. �o (SBP DAta;/ •O") L. S. .r' 6 0._ __ -.. AND 5 O R�cnmmtnd,d By -c-*•�a«-�� tr �l-it-2'$ ARK REVrs1ONS aPPl; DATE oUNTYENGINEER � ESTIMATE OF QUANTITIES SNFET ___L_ of _ 8 # DATA J I t v BENCH MARK - r . - 3 0 N S A ERN RD 'B N I0 COUNT � Y B. M. # '� - 249 ; d Q I i Chis in Rubble ❑ Curb Return _ � on S.E. tomer' O 1 � i + • 19th and Ramona. Q { : , Elevation- . 1462.27 . . • ti 7t / O , 1 2 �•• 5 F i w 9 { , f Y h < I ' 1 M 4 4 { i 1 i I ( f t i 3 Q 1 + ` I `c7 i pp 1 � 3 , O - r ; f ! ; 1 O t i Aug' I 4 D O i f 1 I , , , • Ft , , a : 4 ,t`t 1430 T _ o N , � 7 A s {I L , F V } F F L `J L F" P O , < o n S , , 7 i T W. 5 f V' t 5 , Jj! ; V�1 1 i l IZ V �u 3 G 1 <_ t • W .. V 4 1 1 i Y_ q F , f T i ; < I � I u i � s I : I , x i 4 R i 1 I _ 1 , 1 . { , , { 7 t , 'O i i f f I { { i t r t I 4 1 3 i f { , I 1 ; I f : i a z { 1 pp t ii x e Sf ! t 7 I D 4 , i h }G • ; -. � ., ,. a _ -- - .� ., , ,. .. ......, .. � 1 � < 1420 1430 D � l - O �o , O i f I + S t ! a 4 f a t C z 1 • : a I � f , i ( ; 1 , r i r t < r a t . \ { k t f I 1 { , < 1 : , , r : 1 4 f py i t S , , « , ' , ; _ I i i < - 1 , e < i , a , 4 F { , • 1 r i s , , , f t , r i f : : i r I < ` < P t , 3 t i i a 1 I , t} t t • ( t . d } p 1 , a i • ij I } t 1 L t } 2 1 , i I t , E i t } t i , , < ! i , { i I , I i I i f 1 1 , E { i i i i ; e , , I , r < s t { , : , • 1 , i < , : , i , t { fS 1420 RLEiOFI ; t t ItaRiz I' - 4 t C` - o i i i ♦E , i i 1 , ; f VERT : ; , 27 28 29 0 31 32 33 34 35 '36 37 -P L j AN SCALE 1 40' Victoria Street Mignonette Street a See Sheet 4 See Sheet 6 301 30r � J o , I , / 3 d 5 6 7 8 9 I � 18� 18, I 86 87 88 W� }�. 5' 4r �j V 1.5 f. v sL W 0� M ` o _ 10 I h h .� I Q 3 b _ ►` I h N � ( IN 4"'Sfrt/ wlq/ er zinc o E0't wes f Of it fro �► 0 h 7 z A * Cote. zloe AV4 6c aba.,donea! 2 7 be .•e.�evry B a ' - v 69.d� ild/J• '62. O' s'3 drD' 09.80• So.7r '' 6 W./r 09.X, 00 C; W� -- o' P.R to be Removed .- o o ow % be ReMoverl o, - - 11, RoW to be Removed 2 Z Ru66/e Curb to be Removed _ I I ___ __ .__ _._ M N —_ -- -- �O Ib -- RAMONA AVENUE - 4 = 10+00.00 Victoria St. No+e. Slope PQvin9 -+o be- placed �, Rubb/e Curb 1 ` to • ` 34+15.26 Ramona Ave. ® fo meet field cond14ions . e $ u Y � o = 5+70. 14 Mignonette St. o _ Mairitni� T' fi�,ght Adjacent C U R V E D A T A A0 Ramona Ave. k vary her9ht' R L L T a ! Ao Afairrtairr Leve/ Seeflon Adjacem O 20,00! 90°03'20►! 31 .441 20.02, b 3 /'.fr 3 33 1'o Vic�brra Sf.//' 2 2• 22' © 20.00' 89°56'40" 31 .40' 19.98' y,•Ra�,Ito% ya,Radius Cvrlb /evarion Lem/ HOTS 0.6' a� 4' , .. sa Cvf C/eorr (lett Edge. Q CONSTRUCTION KOTES 3 N D.PS~A.f. $Iep fbvlrrr r,f �'J Const. A.C. Pavement per Typical Section. ,, ' Redivs _ S eGt P. /'rRar�i✓s J\ J\ I O2 Const. P.C.C. Curb 8 Gutter per Pet-tail 7b, • 'dr S/ooe I/ecr�es Finn L;�to�s7' exist Svrftyc� Const. P.C.C. �Sidewalk 'Type "B" per Std. 109. — — - - _ — 4 Yr✓ - '.- �. � � � Const. 0.20' A.C. Pavement 8� Q• 33, Class II Fut�r� Cu�!G�fis•,- O _ S A.B. Get?ero T ,u„+o O6 Const. Ramp per Std. 110. t� DETAIL "A" O Const. P.C.C. X-Gutter S Spandrel per Std. 119. I &-OPF PAVI/VG el-ass "B•lor►GrGtG TYPICAL SECTIO N ecIJsfrc,,G?Gd Moro11411c�y 9!4# Ramona Avenue WEST OF TAMOAIA 4V :AJUE ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS w 0 No. 316 EAST "E" STREET Qdd s+���ttv,.�� Section !� AD DEPARTMENT < TRACT N0. 9025 _ �c !°Ti, ROAD N0. ONTARIO, CALI F, 91764 _1w-�rqP4�"'s oe:;9n.e By APPROVE-C) BY f 714-986- 5818 Drown B �p(rN ' FILE N0. Checked By � ASST ROAD COMIIS. :TIONFR-FNGR. DATE R M 0 A V E N U E -q/��tA.N.t-t _'!►' Q��./ �t t_L Recorr,mende� By R C E $ 8 DATE MARK REVISIONS APPR DATE COUNTY 3Afi* SHEET 2 of b 75-/S ,ar• �s 'sem,,.Ja • ..,a' .*lam �%�. A .r r�-, „ - _ -, ; - - - # k t i { y F S I , } j , i 7 { { t i i < r , r , ; < , , --iE - F t [INC MRK d[tV f 1 } l 3 , { I 7 i f : I 4 i t _I A L 1 R �Rd IVT1� M 9 � N INb COU B. SAN B , , < , , , 14. b # l , , f : e , , , Q n tfiubbI� Curb Return on 5.E. W i I � Chip . i r r - s r E 1 f Ramona . Corner 1 th and 4C , I i 'Corse 9 b i t i t t, 1 E ev tion 1462.27 �, � t y , , < t k 4 � _ G fl i s _ t 3 _ t O { t r I P 2 < v # { # I 1 w , I , r J , {� a1 w113 ; < , < jt - li J , i # f « v tid f a _ F ti , I W i I z o, CM.R i i < ` I ^. IIS - , 1 `V { Z 4 f{ i t j y { 1 O , , r i , : }} i I i t 1 r C � , i , S/• b rX i , I q t f ! s t r < IO M _ i < 'C. < , , , . { e r : : < , < , . i , ! I E Z• t , , , , C ; 7 , , r � I ;i Y . t h =s I < < t I I i f 4 . { q• � < r i I i r X X 1 r 4 r r nap WLL'' i 1 , F d R I } f I E 1\{ e 4&'jr C P A. _ I , t r � E : < i t < (14 Soye L Se , h • i F t . � I ww-- A t ! i O 1 1 f I t I a # I { _ , 1 • 1 , } ^^ h : A { i > a f 'r i 1 , t i L f . 4 { r r < I t i t i 1 2 1 r , # r r t - . , AT t , , , r r , , < < I < e , < } 1 {{ �,•�� r i , 1 I , ,G t , { ROFIL 1 } y{ F t , i : x , , , i , i , r 1 t t P I r , S , f S 1 f I r 1 i t , } , f 1 } f , 3 < a { } { l A xx r } , x S f , i f 1 { 1 - t 1 r d 3 , . ; i r r i r , r f ff f I , , < . I i f < < , 1 1 z x : # < i i a t 1 pp 1 f 4 H RI I 0 t HORIZ 1 , : < ; , • 1 i i • C RT I 4 i A E � E , < , , a , ; , S L._:. S f < , , ; „ < 37 38 39 40 41 P L SCALE I' =40 �1 90 9/ 92 93 t th a I a IL • � Co/rsf.�1�� shut rt (►�oel.� � � Are Std ZGN.(xt 32 V= Vd 1-1t Gan t /pr) t s�vc f6r: (�✓;n./ow= c'.09 oc.- 1 Glx=4'IY 'A7A. 69.Or?' �p . 6 Abe �Ptntove G'l.U?' 69.Gb' 45' . - SNOOP FAB. �0' EcBOws %)t,:40- --i ' Ems- .�{�. to �Pe ho v�d --- _ xis . .& e.M. . � SEZ. H Rubble Curb to be Re-ino ved Rubble Mall-4 x Xzz" �`- -- Loin S Sfa. 4 +09 v)OOpen Charm&/fo be Aen�r C. P,Q _ N AMOW AVC. Rubble Curb r . ea 00 E/MP. /9 T ST Z J w 1 RAMOMA 4VIWVS R FIELD BOOK REF, COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0 NO, ASSOCIATED ENGINEERS S ROAD DEPARTMENT TRACT NO. 9025 ROAD NO. 316 EAST E STREET ONTARIO, CALIF., 91764 Designee By AF�?OvED BY 714-986- 5818 Drown e _ I_ rt R A M 0 N A A V E N U E FILE NO, c• 3 �s ChscksA By ASST ROAD COMMiSSI NER ENGR DATE _ w No. 5 •, - RecommendeA By ' '� P�s�_ MARK REVISIONS APPR DATE uNENGINEER �7lfrr SHEET 3 Of RCE E 24838 DAT E - -- i f P. E/. /4.23 - I � uV I k � � y ` BENCH MARK I { v i t { b , 2 I f O V I 1 a � 'A � RD NO COUNTY B. M. 249 �. al � � IVO UIQ SAN Y i Q •� �Z rA1 8 \ V : , a i Chis. in Rubble Curb Return on S.E. corner Vy s � < • _. • bIVIO IT, ti ti O i , 1 19th and Ramona. . , . ♦ a O. GO _�'�oo . -� �t � _. _ , t 5T � VtElevation• 1462.27 ii R1. E/eV. 20.39 O I , , . . . yj V v CE'X!S T. SURF- i A �. Tin, Ord 4 i \ 4 T r i f i .o e a o e a t � 4 t \ n- Iti { I , t • .� F i v� 1 Q' O� 1 I R 3 „ O \ o.oC 1 i i , , 0 h : 1410 0 � 1�42Q � < d O Vo Q \ On tih ti , -XIST 5V9FAt� o d \ a R I a i �E1 , i , , T f M a .G 3 { / 53 P 1 s I 40'A10P 7X V • i ' h r o,box O�Z7" UA2 OP � I T N t I , j( I , °N hi ♦ w : I 7 E , : SI rrt L E 1 ` j i i Per $td 303A �. { , P/: /G• 107 : , F JST S �PFACE• L JA x v C vi roR � � v i f O 0 0, , Oh O , , I IQi 9 , Pi }}.� See Cdi/.00 v✓ 0 \ I 0 1 , 3 .j 1 � 3 l \ I t I , ; I !e a < : , i I 1 4 , , - f a • : , r i f a e , , , , , , j - + t � f T U fi �'/ QUI R 'TOT71' i S F A _ S AC _ < i , f i , , } I2 f : , 4 • 4 t : , , s , i I 5 i , t f # 4. , , i s , < t i 1 , : : 4 f 3 t f{{ i i I 1 E i F 1 y f { i I 1 i : 1 > < < . a , , i { r , , ; 9 i 5 f 1 j f , ,• r a ; , , , , i r t j e 6 ; , , , ! PROFILF i t tr p r}j } 4 ! e t E I' DF F >. Z I i s n C ve F2 •� I 4 A�E .SC i , : : 1 > , : 8 - 9 10 P �. A N SCALE , r • London Avenue / See Sheet 5 Sege SheAvenue Earl% Swale a-tai/ 42J�o I. $°' a o r - as' i e I e' I 41 d0 39 38 37 36 I � I It zZ' , 5' m 0.5' 4COA 157.' IJVLrT � e i h d ec al/ �r 34/ � 1 ' 'STRUZ77ACC PERPSTA. Ot nit h 9 / k W 6 3 3 116'-ede 17e&ov /ir►e 2011(X=/O', V=4.5,J N $ � A 3 y I/ �Conform fo CUrb r• ,� } CoaST LOCAL DE,o�fESS. + , 1�9utYer F/owline. 1� �) PEe STD, 209 z �� B 2 �, I ` r 1 1�oP e � ' ' 6 " 5d.Or' iaGt�' iG.GO' id Gb' 4 984�'8"'Cone, - rr-" line fo be dbandorlE'dwof located) `��� �� �' 8 - - _- _ 7a BE E",/WD �A ROC✓ E't1G'AL yFTllS _ R•5• - _ _ _ - - - - — _ R-3• I z �OR3f w'll//t�/1 Q $ ►T r IQ (/ Gv r�T' 6'h/ h - �Q I 0 1. fi .I L ,C LIJI/F I�Q /OG� r►1Q// Sfd =✓0/ �. \ II '°9 Q"StPe/ line fo be abo'ndoned N —► g.1 TConst •..:�� 2" 9c� �� '/�9 i IA•5�'q 1 4Q \ y1P0/ SLOP�A ?JAS RrQ, -�` --�---- �► r , r t� r r t _ --` - ��R �r F --- F _ F ► r A SL OPS'14 � Consf Std. ,&zrri�as } 24" G.MP (/4 �iA¢E) N 89°43' 13" ES Pyr Std 305. CL=/�') O 3+63.00 Victoria t• _ EXisf Euc /Pbvv �oConst Meedwe//'structurC10+00.00 Victoria St. Const. A.C. Pavement 0.33' Class 0+00.00 London Ave. with Entr9 Dlss;P a fors II A B see GLta,/s`fJe/c w = 27+11 .26 Ramona Ave. 3n , Ftvc,rU/vE' �� TYPICAL SECTION OF o/TCN CONSTRUCTION NMS o 0 1 Const. A.C. Pavement per Typical Section. CURVE 0 A T A Victoria Street R A L T 2O Const. P.C.C. Curb (6") 8 Gutter per Std. 115. O 20 00► 9!7°03'20" 31.441 20-02 . O4 Const. P.C.C. Sidewalk, Type "8" per Std. 109. © 20.00' 89°56'40" 31 .40' 19.98' © Const. Ramp per Std. 110. l4 C.M.P. ,�,4e&AV; 9 �, - - 7 Const. P.C.C. X-Gutter Spandrel A.e. n;,ve- t p per Std. ►19. i� \ — 8O Cons(. 8" A.C. p111e per Std. 117. -- — 1 1 ' b \ i i /l 113 9 Xnstall Gide Marrs inter ,4// portion t o :{ - / C r3 Bf 30 / Y8/S lope I I 1 /eadWc7// Sha/'/ LI I I • 1 I • �, � fidvc' Iwo Bers i1 I /2-o c. C6c h r W& I I4 T , I r. �.•. � 1-.rte«. �� 9V _._ � " IMPROVEMENT PLANS w o NO. 5' Nott: No fes / 2,35 � ASSOCIATED ENGINEERS FIELD BOOK RE F. COUNTY OF SAN BERNARDINO PLA/V r-�- z - r' 1. �, / Modify Watt barrier r ,/e A� 3 R 0 A D DEPARTMENT TRACT N 0 z -�- Q C� • k J O�.J ROAD N0. o Sfd. �9 Sha// 3 16 EAST E STREET Typca/ Sec tion �.•o, , Seconder � � �_31,� F'f='�JVE G BY � aPP% ONTARIO, CALIF, 91764 -- Designed By AP ro Collector T'/f Sec7`ion Drown V I C T O R I A S T R E E T ELEV.4T/OM 5/DE 714-966- 5818 Add s/r�uctur.�/sc _� � VFILENo. Checked BY _ ASST. ROAD COWWiSS10 R-ENGR. DATE 13FTAIL HEADWALL STiQUCTURE --� Recommended By . — _ . - - ------ --- -- I �s-K a.+.e./! . �.,.Lr_ P-s:fir_ o��E MARK REVISIONS APPR DATE ouNTY ENG NEER DATE SHEET 4 of 8 - w_ • _. _ 7-sr-13 i I . y . u { / s VP./. - 33.32 j � 0 , t 1 , . Q , ♦ ! 0 i 6'O 01 V . 1 .C• Will0 � 1 P I 14 100b = q I P./. 9. 4/ r E f 1 ZZ \ t�Q rti ♦t- NIt i; u , 20.89 i c= o./, e` , M p t , { `h I m ryo �o v: i i ti i ni N � N I , U _ ra i0: 4• �i � , , I. 44f f > h b s j 1i / SP•/ { N 0/?Curb p '�>' N 'r1 •!•a� 97.'!3 1!C. i V 3P.99 _ 14 W • n ed tit. I �? 49.58 f `•_ W rn d1 O ► �► ,Q h• • v 145 to 4rt' \ 420 0iq1 RI `� bx O b eF t p b � � RI f \ 4 • f 14 0 1•; 1 _ Nn t I fi .9 A 9 Y _ �'+ o- 1-9, a \v n 0 O , V h b as a Q , o 1 h p/= 573 147 D a V h 4 0 i a Q R a Rt �► TL 75 h o 0 „ tSU N \ N fi _ h O h W f N N � .G � 4 � o v 0 �t � I E c c - V f � � , 1 1 hh • \ ti _ • �?/. 49.47 � � Q I o a f �. o t 0 i \ ti Izz3 b U � \ G• ' , a i 1 00 ti b �• c 142b v o v a; I4d0 + 14s� ti o o h _-- ' o � n a 0 o iota Y c i , i VP. /. • 20.99 a. . { 4 •o I a0 Q c o./9 tp { a r �. •. N. G o o: b � o, t I • a . • I • ! or t, 1 V r i 1416 J1.4d �; 1/ 3d oK 7 �b 7 1 M o ti on cv�b 0( a; 93. 7/ 4l V I t u a 40,.S7 fi D 1` I�O.57 : ' _ ' 1l� a (► (� ;_.. - , \ - - _ _ - en yr - - olr c✓r d . U . 3 .u �' ,� I m N h rii +i v ti b� b 9i b v y. v ti i I � J #� i I i 4 ��` RK Ilk a , � SAN BERNARDINO COUNTY B. M. #A 249 � 1420 b v a�b h 'h b ,►t.tgo/. _ 1 IddO - , h ' + � h h h • ! bn . �A� , eta t. l i\ ,/off Chis. trr-�rr in Rubble Curb Return on S.E. co tez' a'p''� 5 19th and Ramona. P. R -0- 1 L 5,: , : Elevation: 1462.27 f RIZ - i _ - ,. . - " , � - 1 f _ • : � : it : • ♦ , f I I SCALES VERT I = 0 L , : , • v , , , 0 I 2 3 4 - _ 5 . 6 7 8 9 10 II 12 PL .AN VICTORIA STREET SCALE 11' 40' See Sheet 4 CONSTRUCTION NOTES X © Const. A.C. Pavement per Typical Section. 32' 11 j S' Fasrrr ll r 15' 2O- Const. P.C.C. Curb (6") 8 Cutter per Std. 116. psi 2s' OConst. P.C.C. Sidewalk, Type "C" per Std. 109. I 7' ra' /8' 7' �'os��rsnt p � � 42 43 4d 45 46 47 48 0 - Const. P.C.C. Sidewalk, Type "B" per Std. 109. s 6. s• /Z.s' ss' s s !2. s' 6.r s' do � ci � ci p•s' -+, .� a S' - w M o W m 49 ti © Const. Ramp per Std. 110. .: FT. 6 Love/ 016r 330�/�" t. g U" 7 - Const P.C.C. - .C.C. X-Gutter and S andiel Std. 119. n Const. 0.20 A.C. Pavement 8 0.4-S ' 2 Ki �.�p 50O+J' -- = 66•�' . i6. - G6.A7' 2 ".00' 1786' S4' + � Class II A.B. �r �'�• _ r Jl5/ n�,L; TYPICAL SECTION - LONDON AVENUE _ M - I Z 3y B L s � N g 52 Sta. 7+64.72 to Sta. 11+50.90 11+75.oo London Ave. 00 +37.00 London Ave,Av 0+0 0+00.00 Holly St. _ 53 54 55 56 57 58 1 N 0'20'07'W 00 Avalon St 1090 2 IB 99 LMDOIv59 All 2_�3. a z�, �� ' ►. �. 1 6 .Gtr, �✓ i�.y 66.02' 8✓`.98' 9, <� I �.' f /v to a 4i Qj a BI� h cL p G I. Vt AI A M I - 41 Ln �. Lk; 4 01 00 M 63)?• � I Ap. J k� y' o 7 ° ' ' I ' N ao c 5' 25' 72 1 18 18' Ki 7I , I 07" W 41 16 S!.O(vr.'�•I Z.�o M Vor b.ho G 6.5 6.5 6.5 \2 III D I K k�•I�z3 AVENUE ) °0 2 �1-•Z.Ito r; �° See Sheet 7 See Sheet 7 �' �'� j� _ v 5 ZG 6 ca AVALON STREET HOLLY STREET 44. 96' 2,.,? 66 cry' 66.0' 6.00' _ _ 66.00' 3s3y 1� , f: sem. 6 O' LU3 H CURVE DATA �O121-1 Igo Imo' 30'2 30' S. 5' S.S' /2.5' 6• S' 4' - x w ' 'X0. 00' 90°03'20" 31 .44' 20.02► 1.5 , 11 11 68 67 66 65 64 63 62 �; oS t 11-P ©- 20.00' 89°56'40" 31 . 40' 19. 98' 61 ~/FfL 6" e I 0 L/isi ' rF. •.:�, © 20. 00 ' 9!°59'48" 32.11 ' 20.71 ' See Sheet 6 C. LPyt/ "3 ( OD - 20.00' 67043145" 23. 64' 13.421, MIGNONETTE STREET 24 I EE - 20. 00' 104004108" 36. 33' 25-.631 Const.O.2a A.C. Pavement 8 0. 33' q Class II A.B. w ., _ral _._ 06 2 ©- 40. 00' 257°28'44" 179. 75' 0 OH - 60. 00' 38044122" 40. 57' 21 .09' TYPICAL S E C T I O N Q-382. 00' 22019135" 148.85' 75.38, Q -400. 00' 22019135" 155. 87' 7P. 941 LONDON STREET , Sta. 0+51,95 to Sta. 5+ 91.89 OK -418.00' 1400712811 103.04' 51 .78' -418 . 00' 22019135 162. 88' 82.49' � r r W. 0. N0. ( ,382. 00 2001602711135. 17 68.30 ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS 316 EAST "E" STREET i i/&V t e6e_ /312 ROAD DEPARTMENT TRACT N0. 9025 ROAD NO. 2 dd 3truct�r-aP75 AP / .SeG�ieF'ROVED BY ONTARIO, CALI F, 91764 A - - - ��� Designed By 714-986- 5818 Drawn By te(NF1S LONDON' AVEM.E FILE NO. Checked By s)"I ASST. ROAD COWtM SSIC%N ENGR. DATE 55 0 Recommended By DAT E MARK REVISIONS APPR DATE COUNTYENGINEER � SHEET 5 of 8 _ - 75=r9 r i f .lOf V4 P/_ .9z► 'Pz 4 Z o { , s 5 on avrb 3 , j 114,47919 V c n �i D W h t s h Tan b x 0 V3b. a 3 of H V ♦ s 1` s�� : o o f w ,o r O V a h # OL qL a 7 i I a b N 0 � i I b h �/O t O D. i a D V i If1 e V 1 0 0.60 , V V T h : . , , , , • 1440 j fi 500 ' w. N • N o 0 o a � �, a n irX/St rarf Q ' ( O a I < �,ph �o S ,�r+r o � o.3q• z .zs' n •� �. , l � �• Wcst� � � V i r I c ifC V a f s P/= 1 To Wes l�rb V dp Pl. =4?.07 a� �+ 44,.59 l P s � I � E o N a 1 O h Nj t , e_. 1 `1 H I a O ` , 14 , 33 0 �• i o . o'' v N ti ti 4 4�5 O a �i i Q 4 _ L O M 4 i , f ti H �► ti0 * ` � . ♦ i i � 1 S f t � ! { : , • : M r 1 � t � _� t� ,� ,o cin .Odd' : p. / 1b 6 q # I V ten. h S t I t m , •o AT 1 Ire C i ' , 6 144 � _ ., _ , _- � -, .. , _ � v� 1440 Exist .Surface at o� a ss 46 1450 , f 4 Ot I i i �► 4 7 f . ti v b• i a, a� r n c v d a ra r - Fin �d a 446 +� � h urfa t # s rc f i rn I I � v tl 1 O b nt r P r\ f I H 4 '1 i 1 t i h y T 1 t h ] � l f m r a h , e { ;a C ; 0 o � a 4 o m vi r � E 3 h , N h i � 4 � 5 1 ti � h b d • '►1 f 4i , i a O h 0 I h1 1 , f , N i • , O h i '� , t a �i � , F i ` �i O { 1 .i F 1 y r y K \ r F i , r i P TD O UT tU 3 X R G I , r r _ sn Gid 2. 7 r 1: i 1 i d r , A r . d h n Gd I , it 1 4' f• { SFX/s7� ~v faC � S i , S.30 e S t �Jr � i I : h N F ST U7 ! T X 1?' 5 5 S'a fy •!O�! , U V.C. : I *lw 144 _ 1450 n M i ✓ To rb d T VM hh <; M . 1 3 H : , • , E E • , , 1 I 3 j 4i E I p s r r 0 H s a . 9 V j I {{ 1 7 i U {{ f i : , . : • : • : i I , : x435 E - i I o- u, 1 � ,E I Q ti . B NCH MARK 43 , o I o h � . �► h � o r Kl r k h - N ER RO B N , L � 0 COUNTY # � I B. M. A 24 f d Q 7• , f rr 1 a e f � Ch _ is. . _ 0 � 'Q in Rubble Curb Return on S.E. cornu I �� ��' ' 19th and a s 3• Ramona. , , HOR1Z I„ 40 � 3 . ( _ Elevation S A _ • i SCALE...." � ERT 4' 1462.27 ; , : 0 I 2 3 4 _ _ _. 5 AN0 _ i 3 4 S P L LONDON AVENUE SCALE 1'=401 See Sheet 5 c � � 1 0 PASITO AVENUE N RdMCNA AVENUE MIGNONETTE STREET X =' See sheet 2 0 8 �� 68 69 6 , 251 " 85 86 Q 33 I I 69 70 7/ 72 73 74 75 I ii' 18, 7 W ., O rl U m 6.5' .5' tV ' 22' Q W V cc +O W Q 0.5' 0.5' 4' +v+ ns ai cb 76 ' 2 ++ 0.5' Q �. .. C6 Ln r- E � ar o' Fnn �i A I 0� z N z A , tS' !�' 3`• '�. B Jb Off' . - - A'✓ Al o + AO - l' - i- N < • , Ate + �p.1 - Soho• G6.Ct?' 6b.G�' Ii.G�' F a I 1.0 '� 3Q IJP 6 8 A►2�0�� ��b� �b M a� 03 h� 7 11� ��' 5 5 P o b _ MIGNONE_TTEN 89°43' 13" E - + STREET - - 4 1¢ UZ; _ _ � _ � G 77 6 PASITO AVENUE 31 22 Z 2+97. 14 Mignonette St. o 6 �0 ,�I o , �zs�' m _ e'(0 � ;� 2i 1 N02007 W _ ('oo , 0+00.00 Pasito Ave. k2'�Z.� �Z• I N 1 ��•kQ QI 64' 5004' 70-0&?' 70.G2�' 70.Gb' 70.00' 70.00 d3. 52' 0 5 roo. 70' 36•� nti• � 2 � �, 'g '' •�•°p 8 3� D B �� B 2 m o H - e- �- � mac- EW U cV f O $ 30' 01 , Ln 2 11 18' 18' I 4" „ 78 uy ql o, µr o /5 /4 /3 /2 %/ YO �° II 1.5 u u 5' 85 84 83 8 / 9 2 8 40 79 CURVE DATA 6 0' R 5 L T CONSTRUCTION NOTES r r �1 Const. A.C. Pavement per Typical Section. �. 30• DA 20.00 5510003120" 31.44 20.02 I /z' /g' /ts' /z' © 20.00' 69°56#,Olt 31.40' 19.98' - 20 Const. P.C.C. Curb (6") H Gutter per Std. 116`. �T3e��"r S' ss' /z s-' s. / / .s 6-s" S' S�dewo/K Ease�c�,f r o r r r r 3 Const. P.C.C. Sidewalk, Type "C" per Std. 109. o s .� , , � q1 o.s ss' I ss' v2.s' 6.5" •I' .S' 20.00 67 ,0 45' 23.64 13.42 c 6 �•3� 0 k A ' a16 s3ra 0.011" OE 20.00' 104004'28" 36.33' 25.63' 40 Const. P.C.C. Sidewalk, Type "B" per Std. 109. _. �' £�-' Ls vs/ Lisa p' 9 r o r r r © Const. Ramp per Std. 110. ••- &, : �G 40.00 257 28 44' 179.75 l �•. , 3 d DI I 4 4 �'"� O 60.00' 38°44'22" 40.57' 21 09, O7 Const. P.C.C. X-Gutter and Spandrel per Std. 119. 2 Const. o2o'A.C. Pevr,»tnt 8 0.4s' 2 lass II A.B. 22 Const. 0 2o' A.C. Pavtrnent 8 0.55' 4 O Const. Sidewalk Transition per Detail Sh�t7 QClass II A.B. ver-General-Net". 2 TYPICAL SECTION 2 PASITO AVENUE TYPICAL SECTION MIGNONETTE STREET ' ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENZ PLANS W. 0. N0. 316 EAST E STREET - ROAD DEPARTMENT ,R �� �� / Ad�us/ �` Pro{/PS - � �_ TRACT N0. 9025 Add Sf� vctorsI SeeY,,on8 ���� ROAD N0: ONTARIO, CALI F, 91764 _ - _ _ __ _ ___ _. Designed By APPROVED BY 714-986- 5818 Drawn By tetv�s MIGi�'METTE STREET FILE NO. Checked By ,�+ts _ ASST. ROAD COW-ViSSiON -ENGR. DATE AND DWS• N0 . S Recommended By PASTTO AVENTUE _ - - ' -�- ARK REVISIONS APER DATE COUNTYENGINEER 3di`E SNEET 6 0f 8 7S!3 F 1 j f t E { : 44-94, �o t { f ( f 1 .. {G L.t / .�•� , on curb on curb on Curb on Curb j { a Al- SA a f a 8 i - ti - r , e , i J i t. vI E� _ a 1 ► i Curb V on , ! 4 7 � 4 X40.5 .� YC. h ! t�!47 44 I � l i f n c r on Curb on Curb w I V V 4 94 I i 5 D V Q o v o _ . t 0 8 r U t i B 4 W xis ti { a t , : NG rth of g 0� i o : _ I AIS i Q N N O Z , , t � EXis1' Sur' � � 0 8 � 1��O � � ���0 X14 y4 61 � V ��C O � Q ty e r1/or th o f L` To o /1am—no emmmmm /or//i Curd ti — P T OIoO% I , r f b T I P t i 1 41 1 5 i k 4 1 f , t f b ! `R1 i i � 1 i I 1 a , h { s F i { I 3 t , h { N. , i t F N h1 � 4 t 3 , W t I 'V 1 _ r i A ! •7 X 1 1 f f pFinisf, Su �cP , f ti j f _ _ , - 0 l f xi Sf SU �G'� 1420 /O SO.G L __� 1_ _ 1 _ V. , i $ . `a Exis Sur{d�e(1) le ^ QD0.5dy 1 0 9 i v• � , PS�n hs �� /11 !�A ei3141 �• { I i z r l i !kt f i i ii S 1 t y 4 i 4 i t I }} i i � 1 > r , > • , zill Lon curb •d0 run ao c V ,3. i b I 4 4 i t 0! To r So h u r!T 6 # C t v W o f < i f r dC C S .� r ' > , , I 1410 _ _ _ o _ �pT , fQ '3 n c ./S J . O 'b 'h Sou th of ¢` 30 h oi 1 Kh.3b i ti Y til I ^ till, f ti h ^40 % y O t �n h v 0.5 I . f q , . Ej►'/S c/�ur{drC Jo Souf�i � I ^1 � - oti I o BENCH MARK N v Top o f�u f/i C�r6 1 i 1415 d25 ti ti SAN 8EONAROINO COUNTY B. M. # A 249 Ta G.z�dr 4 y fZ 1 11 �� , < , Rubble Curb R > e turn on S E . � Chis in Rub cornet• ff k t i 19th a am , I 9 and R : ona. : Pi 1 ,. Elevation:t ; ion: r f : , • , 462 a : . OR LE R } ( 1 7 I 4 I `r f i • , f { t . ` i i , r : NOR17 I 40 � ! i t I 1 3 5 — Q 1 t a SCALES � > , C �ES VER I f < , > , • t , , 2 3 4 P L tV CURVE DATA I SCALE 1 =4 e L T ' so• f AO 20.00' 9b°03'20" 31.44' 20.02' F 7' /d' 8' ' BO 20.00' 89°56'401' 31.40' 19.96' `' e,s1 S'F'ostr+nonf- C 20.00' 91°59'48" 32- 111 2CI.71' '•S'Efasor»orff f l, r 1 O 1 11179.751 w I ye/Fl, a Z 6' Q.4 C 0'�A © 40.00 257 28 44 o � D• ��/Ft L eve/ N 1 I 14 Ft ! OH 60.00' 38°44'22" 40.57' 21.09' I 2 ! L p D 0 N 4 V E Const. O2_o'A.C. Pavement 8 0.33'Class II 2 See Sheet 5 © A.B. L 0 N D 0 N A V E. TYPIC L SECTION - HOLLY STREET 8 AVALON STREET I See Sheet 5 o =, 29 30 3/ 3? 33 1 r 30' • d 0' /6 /7 /8 I920 Ig' • 34 18 I ' � 2/ to CIO 1,5r m c� o �J I _ 44 � � � � _ - z H A C � � H . � - , , 48 _ 2 g 1B:9a '�• g Ili s � t� ao 8 as aar cscv ss�• 5 c. -- ` L 4' 67.07' 67X-Of 63` LJ9 d� - i AVALON STREET I�f�,12 G 35 q 6 _ HOLLY STREET Z�2'� Zy �' G ga�� - N 89°43' 13" E - - 18 �z.ss' .� Za gL 2� ,� _ _ N 89043' 13" E �3, 22 �z.sa' � f 1 T. — Iq IS.� 0+00.00 Holly St. 25 Zk�• N 7 4+37.00 London Ave. .Gtr' 9g�9 1 8 92 47 7 A 16 50.34' 6e.00 68.a�' 68.c�' 43 4 5009' 6B.G!�' 6 .CXR' 2 301 30, it A H t3 n,3 A \ H 2t O I �� •5'43 4/ 40 39 38 36 �I 23 37 II 28 27 , 26 25 � M 24 O . CONSTRUCTION NOTES I R=G•Sh s Const. A.C. Pavement per Typical Section. O2 Const. P.C.C. Curb (6") a Gutter per Std. 116. - �� Const. P.C.C. Sidewalk, Type "C" per Std. 109. a - © Const. Ramp per Std. 110. Ali- Const. P.C.C. X-Gutter 8 Spandrel per Std. 119. ' I 80 Const. Sidewalk Transition per Detail Sheet 7. SICEWALK - - - - - ' TRANSITION ASSOCIATED ENGINEERS FIELD BOOKREF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. o. No. ROAD DEPARTMENT DETAIL t JAd1l,st 9 Pro{"Ies �_ 'f (3TRACT N 0. 9025 0 316 EAST E STREETROAD No. . Add Sfrvctural S�-lions 't �.��I1 ONTARIO, CALI F, 91764 - -- --._- - Designed By _ APPROVED BY 714- 986- 5 818 Drown e e.(sl!jis FOLLY STREET FILE NO. ASST ROAD COMA!ISS{ONE -ENGR. DATE 'D w6•N4 J� Cv3' D.S' Checked By __ - — A�`� ,y J ' -� Recommended By AVALON ST"�"ET — Ir , . _ --L-�►«'•e� _.. -to-7-S MC.RK REVISIONS APPR SATE COUNTYEWNEER ER -51C� 7 E. , 4838__ D�-T F , SHEET of 8_ 7r -s i C , BENCH -MARK 3 i - { SAN 'BERNARDINO COUNTY B. M. A - 249 , i , } - - •i i i f Chis in I Rubb a Curb Return on S.E. c orner 0 i tt . , 19th and Ramona. _ s i Elevation:I Va 1462.27 E e • � , # I a 4 4 k , i a } { r , i t , , - , , < : i I i i + , : + , • e , , , t s : , e o r , + r , , , , < ii J F , < i , t r e i _ f v ! , a , , • , ; r E t , i r i L t ! # , , , ; , , # i ) 3 1 [ - • : t t 4 i < , , , f v i f I 1 , i r _ < , i , C A f £ � M . t P x t , < < a , I I O 1 # : , , < • < : ! a , nn-- dd 'V # t a , ; : t i F J! � I 1 i d - 7 i a > 'q # 3 i 1 i 03. } , < a : , , , ' , _ _ , _ _ { _ , , I�8 _ ! 1480 , < , ! a i ! a O a , , + : . + i t f I s , ♦ : , ! E O i i s i {! , 1 C : ; , 4 � s i vt• , + , , , < , 4 e ! i , , , , a j i 1 i I i i 1 , : i i # I : I i r < • , , , n t yyt r f O Q k X I , 1� , i < a , y : , • t , „ , G r 41 V e r M I , 1 I I I i i j , # r 1 , a f , a P 1 , C } f 0 f : , r , PR ; < < 7 }} < i a f a } i , , ! OR L E u p' E n OR I Z I' 4, C _ 99 S f , G _ LE S V R E T 4 i 1 i : : < : : , < : : , , E . P L 1 V 13 14 15 16 17 18 19 20 SCALE I°-An j tib. _ �ti �I �� �h1 �G• 1 ao� TH S R��T' ti ' Vi /9 T , l h _ ?O' ti �k h �-¢` I:rr rovcm�r�f' � � � �—�, 0�' l / rib• � Rs � _ -,17$�s _ s _ P S I�x IV 89*44 49"£ -- t O 960 -N � �� R/,N 2 _ �_ �,5t Je(10, RL. O�Oc9C�oa — mo i a SIDEWALK DETAIL Goo 0Od0O J 000000 Oc70 �' - q�k,1F'� � N .� 3��' 1 = e� 9 I +p0 R 41 Scale. 1 " 20' 928/' 127. 20' 44. 99' 57.29" 35.83 h ,� h 33-w I �q 3g O.S' GF?e oVC 6�r. Tres �� I as PC fp Ad A4W } l I 59 60 61 76 77 - I ` IMP_ DATA SOU 78 I J TNCU>RB DATA• i N �Q c /G%/8' �� 1* ( ( i A = a�si 38 A = 8�s�•3s^' 4 L = 309.29" L 305.f9' o, i GUR#8 RrMR/V PWrA R = 2"1 > , a = a/•o3'26" RAMONA AVENUE r = !z/o' See Sheet 3 3 � 1 VAR/C& �D,y -*g 727 ?4.I lO Const. P.C.C. Curb (8') 8 Gutter per Std. 115. s 22' t/tQi�'sFxoM W 2O Const. P.C.C. Sidewalk, Type "C" per Std. 109. i� To . 35 Q I /T' - ii7 VXPM-"; FRel%f 3' - _ 2 ! MAX LUT FX/ST PAVEMENT Z TO CLEAN YERr EGY,E Const.045' A.C. Pavement on naflve. ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BE.RNARDINO IMPROVEMENT PLAN S W. o. No. per 316 EAST E STREET �- -- - ROAD DEPARTMENT TRACT NO. 9025 ROAD N0. i 1 �� �� t Chian e Wa// hei h t Go/ 93 Q 1Per/vvG 1�e �o� p/a+s ® ONTARIO CALIF, 91764 Designed By _ -_ _- APcy;oveD BY ' , 3 Add Sfrvcfurat/ S& 'lan 'r-- ��� TYPICAL SECTION - 19th STREET 714-986- 5 818 Drown e V�Ti('ts �}y FILE N0, Checked By — ASST ROAD ; OMMISSIONER ENGR DATE 19TH STREET REET RtcommorlBy Q• 5 so �L4838 DAl E MARK REVISIONS APPR DATE ,COUNTY N N R SNEET of _ �_— --