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HomeMy WebLinkAbout516 i I 3 • u f. G E N E R A L N 0 T E S `� P�PE'SSURE ZOVE 0OVDARY �I /33.00' /05.00 /00.00 99.85 /oo ./s' /00.00' 92./.3' N 50 P.S./. _ I INSTALL AXW ° 1. All work shall be done in accordance with these plans and the 1966 Standard Specification of the � . \ .SYO.PA/VrASSEMBG1dn 9.04' /16.67 /00.00' /00.00' /03.00' /05.00' L 6 GATE WL VE � County of San Bernardino. •n /NSrAL " t / E 2. BENCH MARK - R.R. Spike in 4' � p Eucalyptus tree at the southeast corner of Amethyst Ave. and 2 Hillside Road. Elevation 1875.86 $I - t4 6°- 3. Street markers per San Bernardino County Standard No. 3038, 303A shall be constructed at each 35 34 33 "0 32 a 31 ; 30 a 29 �o 28 27 26 25 24 3 0 30 1 f�-� intersection. W 4. All pipe Imes or substructures o a ti N ti v . /i ne Ia ,� v v ,� a p p of any kind and telephone or pow6r poles, water meters, valves, IN hydrants, etc. shown or not shown on these plans within the limits of this subdivision or in i e adjacent areas where improvement work is to be done shall be removed or relocated as required at Zno cost to the San Bernardino County Road Department. 5. When curb depressions are provided for driveways, complete driveway construction will be required I ' •ti'g9. _ in accordance with County Road Department Standard Drawing No. 128 and related specifications. 1q1rAzz all, /S /00.00 S'•d5' T9.OQ• 2/.06 6 ' GA VALVES b n /bo.o� 34 �i 3�A., q4. LO Iz . 6.6. Any Contractor performing work on this project shall familiarize himself with the site and shall 1 be solely responsible for any damage to existing facilities resulting directly or indirectly from SEE SHEET 6 Nom° CAMELLIA - 77.04' L& 85.04 : roo•oo' 79.35 31 °� _ , his operations whether or not such facilities are shown on these plans. 'lot I INSTALL e"'dLorvd � ,%_o � - - _ - C 0 U R T 7. Shading on street plans indicates A.0 Pavement to be installed. ev 8. A permit will be required from the San Bernardino County Road Department_prior to any encroachment 97 ' 95.00' 95.00' 3r.// 61.90 97 ,7. :' 'h � SEE y SHEET 6 30.3o' rb• 9 z INSTALL 6" WATE /vns+/n/ 47-/5 so.,4 -� or construction within the San Bernardino Count easements or rights-of-way. 64 O INSTALL F/RE / r�� b1' 8/.70' 97.60• 97.60' 63.36' s y g Afr4omA"r,438E'MCL AA-15S'rALL A71fW '7� //VSr/1LL 6"WATE.P MA/N 9' a� �q 9. When the roadbed has been graded to the approximate elevation and cross section, all rocks and //f'ORANTAS.SEMBLY W //VSri►LL Fl.PE lumps of earth over 2 1/2 inches in size and other unsuitable materials shall be removed from the = A/Y40A1ANr4S5E/N8LY upper 6 inches of the roadbed and disposed of. In lieu of the above requirement, the Contractor r V' may furnish as an alternate 2 1/2 .inches of Class 246 as a cover upon which to prepare the subgrade. o t 610. At the eemletion ef rough grading, mitted by the Tract Engineer to the Subdivision Section of the San Bernardino County Read Department for- ts haIoe been met. .-..-w and evaluation. Approval will be given when all struetural section O O 0 1- 36 `_ 13 N 14 N 15 N 16 17 �°v 18 Ln 19 20 21 22 23 11. Road Department approval does not include water system and estimate of quantities. W " h h h ti h 12. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be set by the Contractor or N a N Engineer. The stakes shall be set at all hinge, edge of pavement and crown points within 0,01 foot Z of sub-grade elevation and at not more than 50 foot intervals Additional stakes may be needed at f /ll/Sri1LL F/,Iw W 66 =� warped or vertical curve areas. Sub-grade stakes shall be in place prior to paving to permit spot Yv.P,4ivr, 'E.NBLY 93' 33 checking ' "Jd.So ' 95.00 93.00 95.00 93.00 97.00 /or.00' /1 22' of sub- grade by inspection personnel. x30.59 ' CJ/-00' 9/.00' 9/•00• 9/.00• 9/.001 9/.50' a - 13. Adequate stakes shall be set by the Engineer to enable the Contractor to construct the work to the 96-A?? g7.6o 47.60 4d•96 /00.00 plan grades. 3 98.78' 96-05 , 176,05, 98.05' 98.22 14. All gas and water mains and IateraIs shall be constructed to-each individual Iot, prior to paving. � V 0 030 15. At the completion of paving a materials report shall be submitted to the Contracts Engineer of the �? ' W San Bernardino County Road Department listing all tests or determinations completed to verify: /2 8' 141/2 W tn a) Stability, oil content, and sieve analysis of asphalt surfacing.and A.C. core thickness taken at intervals of approximately 500 feet. w12 c 11 10 c 9 a 8 7 6 v '„ 5 4 3 2 i b) R-value, sieve analysis and sand equivalent of aggregate bases. g Z h O o o a � W 16. Compaction tests of embankment construction, trench backfill, compacting original ground, and all H o o a o o vi m sub-grades shall be performed at no cost to San Bernardino County. County Standard Specifications I ~ N h 14 0 0 0 0 o Seqction 19d shall be super-seded to read, "The relative compaction of the layer 0.5 feet to 1 .5 feet below the grading plane shall be 90 percent in lieu of the 95 percent compaction required to = If �. a minimum of 2.5 feet below finished grade in State Standard Specifications Section 19-5.03". A Exp �, ir-v a �cvuin ` written report with these compaction tests shall be submitted to the Contracts Administration Div- P bVS'rgLL F/.PF , Lex% f lte�utiTr $�evE �, .bcv1� //l/Sr.4LL /IRO //VSrsLL 1Z'1APr , Y L'�-4,- 70 6,af/a qrn inion of the County Road Department for approval prior to placement of base materials and/or A/YP,"1f1r ASSE,v1BL Y b 1178 ncry cu/-t3 d/usf /0 YO�P.4Nr .4SSEMBL 11 O.PANr .4554-4-IBL Y j Nsurfacing. 9 rr t 9/.00 9 .O 9/.00 /.00 9/.00' 7/.99 � m .32' ld.05' 98.05 98.05' 7a.6B' ~� /NSr.4LL 6" Are f44L✓ � SEE SHEET "� 3 ° -1- _ H�I LS I DE _ --� -1- _ _ ROA 0 � _ - - 7 - f.X/Sr/voG /a wAreR MA//V rest -s/) t WATER SYSTEM SEE SHEET 4 „ f WATER SYSTEM �� � 1. 6 Water Main 1,900 L.F. I 2, 6" Gate Valve - ' AND INDEX MAP _ 4 Each WATER - SYSTEM NOTES - == -- _ -- --- - 3. Fire Hydrant Assembly Il Each S C A L E 1"= 60' 4. 1" Service Connection 36 Each ` 1. THE ENTIRE WATER SYSTEM -SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS CONSTRUCTION BENCH MARK � 5. Z" Blowoff 1 Each � OF THE CUCAMONGA COUNTY WATER DISTRICT. " THIS CERTIFIES THAT iN�, 1973 1 PREPARED THE PLANS i 6, Relocate Exist. Vacuum Breaker _ 1 _ 1 Each OF DOMESTIC WATER SYSTEM FOR TRACT N0. 8BE AND THEY MEET THE Z. ALL WATER MAINS SHALL BE INSTALLED WITH 30 MIN. COVER AND SHALL BE FLUSHED Set R.R. Spike in telephone pole, 627 North of the REQUIREMENTS OF THE CALIFORNIA SECTION OF THE AMERICAN WATER AND DISINFECTED PER A.W.W.A. STANDARDS, PRIOR TO USE. 7. Adjust Exist. Air Release 8 Vacuum Valve 1 Each # WORKS ASSOCIATION STANDARDS AND THE SAN BERNARDINO COUNTY centerline of Hillside Road and 22' East of the center- - - - - STANDARDS FOR MINIMUM REQUIREMENTS FOR SAFE PRACTICE IN THE S• THE STATIC WATER PRESSURE IS 30 P.S.I. TO a0 P.S.I. - PRODUCT I ON AND DISTRIBUTION OF WATER FOR DOMESTIC USE. line of Beryl Street. _ - 4. LEGEND: Includes Hillside Road east of Station 14 THE DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AT THE POINT „ OF SUPPLY OF THIS TRACT ARE ADEQUATE TO SUPPLY WATER TO 'ALL • INDICATES 6 (IZ RA.� STEEL, CEMENT LINED, 40 LB. FELT ELEVATION 1849.68 Excludes Hillside Road west Of Station 14 SECTIONS OF THE TRACT IN ACCORDANCE WITH SECTION S 21 OF WRAPPED PIPE. I THE ABOVE NOT STANDARDS. { EDS INDICATES EXISTING WATER MAIN. W / { ,' ® - INDICATES GATE VALVE AND VALVE BOX ASSEMBLY. # . _ Ind-13 fCr/ t`; r _ sL/; %� �`r i REGISTERED CIVIL ENGINEER N0. 7344 DATE - INDICATES FIRE HYDRANT ASSEMBLY. - - - - '---"�t-- -`- --- b W • - INDICATES I" WATER SERVICE CONNECTION TO BE -INSTALLED. THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN „ Coll ___._. REVIEWED BY AND ARE HEREBY APPROVED BY THE CUCAMONGA COUNTY ° INDICATESLOW FF ASSEMBLY. 2 BLOWOFF a preparation Lump hum L.3.1 Includes I�fisc. emOVdIS WATER DISTRICT AND THIS COMPANY IS WILLING AND ABLE TO SUPPLY 5. FIRE HYDRANT INSTALLATIONS SHALL CONFORM TO STANDARD DRAWINGS 910 AND 811 OF I 3807M_ C. Includes Lot Grading WITH THE PURE THE ROAD DEPARTMENT STANDARD SPECIFICATIONS. MATER TO EVERY LOT IN THIS- TRACT IN ACCORDANCE 2 ; Excavation and Grad-Ing r _ � MATER LAWS OF THE STATE OF CALIFORNIA. ( • 3: Pavement Removal 4,648 S.F. 4. Re-locate--- rrigat-ion tines Imp Sural -1.3. ewe Era Ing an - z _ SIG D TITLE 6ITE -- - --- -- 3" Thick A.C. Pavement !03 484 S•F. /•��j3 5+ , 6. 8" A.C. Dike 1,300 L.F. W T R A C T _ _- DIRE PROTECTION SYSTEM APPROVED: S�3o/7.3 r r; 7. P.C.C. Curb and Gutter 5,363 P.G.G. curb only _ 211 - r 9. P.C.C. Cross Gutter and Spandrel 1 536 S.F. CHIEF, ALTA LOM IRE DISTRICT r • 10. P.C.C. Drainage Ditch 227 L.F. See Grading Plan HILLSIDE ROAD -- , P.C.C. Sidewalk Culvert - 103 L.F. I F - - - - 12. 1 5tandard Barricade _ _ Each_ _ ,13. _._ Street Name Signs _ _ 3 _Each P.C.C. _Catch Basin, Std..,No.. 206 _ ! _ Each _111_1_. - � VICINITY MAP 15. -P.C.C. Local_Depressioa,_.Std. No. 203-._ --- 16. - C.M.P. .24" @ . - _.__._ _v __ -$0_ , L.F. SCALE 1" 500' ' P 4" r 1C.M. 1 1 - � - _-. �.... A-• _. -� '-:,a.::�.r` • w+...+. w ` ----- i-11_11-..-.`- �11_11-,.._..�. - - - {//�J !F w�.- .. -li�.i - - --. w fi- s.1.r•.i � l.�w ..' ,... .-r.'L:-mi..+_'..-...Hu --.-s. .. .__ .. • _ �1.. � �.. �.. .•-' - - - .. - 'W..'4.+4._.�'_s33•u:-- a"pT __ at•v�..ia'<.r+,r!�R. Y.R>• �» (^y a [� [ 4 r k S.F. e° c e . ,> 1 I [� f1 ..I F. �- 1 FIG r5 �` ! �r`� r �t r 0 4 18 G outed Roc . A� .oS0CIA! E D FNGIN� F%"S a ec o , c} e qac ,r� .,� ►1ti �I°ti� r ,G�l - P�fE # I F � N ; v s. . _F 1 h.. . �J Q NOTE QELEr/O/✓ - NvTE /v (�3 19. 54" 0 Flared End Section 2 Each _ rL 6 ^ h 24" @ Entrance Taper l Each 3 i E.A S T S T t E E _ - - - ! � y� TRACT 1� 0. 8681 k��?r� hc�. aN� AF�1a CALIF _ 21 . 4" Thick P.C.0 Driveway4,320 S.F. Excludes sidewalk portion I _ ,��€� W u. GENERAL. NOTES QUANTITIES 714 - 966- 5818 __ _ _. _ ___ __ rg �n k - �,.r�t2s�i6��. _ 9 V U S F I L! A 6- INDEX MAP 81 WATER SYSTEM Ck f-►01 B y ;Q t c 8 H68 I - �c-r f' i.,ln4f1 � - �• dial... ,� ,� __ ___ ,� - , . _ _ �E C10 a `� €`t^�`ICJF lid`' [�/`.T E_ _ c' k. € 3t r I 1 6 _t ALTA LOMA DISTRICT _ y= J 7j{ 1 —Exis fin Surfote e! W fw Sx/s fin" �urEo e! �: � 't/w � 7`ov of Wes; Curbs .; r •jai f4 16 �' + � 8 - � ° a , 9 � F0 b 1 > p t f we s Curb� I / S W �S t \ EXiS /n� ur oCC A C Q/W t Top o f we s f Curd Q m h a r a b ° - y X910 1930 �• '1 1970 . n t Q I p, , 'Ex00 istri iirTace '�' I � , . s 9 s4tr fa e, £x is tin Sur ce / 1 N a � 9 ti .,, 890 _. . . _ _. _ 4. / 910 1930 - _ , 197 " � ° b / i Ex is tin fvrloce A f. /w r ` ,wa��. �� ] EX/s f/ 79 Surfoce to E.' A/IW _ I ' f , I I ,f x , - .._.:. .. _... _ .,_...... _ ...... ........ _. _.-._.._,.- ._. _•_ - ... _...-._._.. ._ . ..._..-._-.. .._..... ...- _ < __.._._. -_ r .. .... -. _-...- -... ..-..- -.._.. ........-._..,.... _ ,_...... ._ ., -. -.,_... a -. .- -.. .-. -.. - .. 890 _e_ _ ,/ - - 1910 i90 Ex/s /ny ur oc e! '�/W / , , f PROFIL SCALES HOR 1 Z I„ = ao'' VERT I = i I 890 _ 1910 8 190 � t0 I I 12 13 14 15 16 17 i L SCAI,.E I"=` 0 ,� SEE SHEET � 6 SEE SHEET '� 4 11 c sa• - / v � � , J cr , O /,� � � • �) ,Q, Zo• �� � j See sheet S For a a - 90--oe'-30" �r i SAde rva/k Cu/vert N o L - 31-46 ' � .;; t O �I V T - 20.03' t lx �• V 4 O e,r ,� r, yy�vt ��. —�y �`w /d3.9s• 225.00 oma,..� �� /0 �y� �h�h�o 22/.30• All �xht/ Curb/6uMq ..�. — ` _�9 �'r T — - Cons f P- C.C. Curb suffer per Ctd. I/5 •N —'ti *•^rr—' — * '*"" Exis/in7 3-Wofer ro/res Remove ExistMy A.C. o%vcm*nt Construct Thickness A.C. Poveme�! N N In Exislin9 P.C.C.Outter rll /! /l /� /f K Ewlfi A.C. Perement (j� /O000 BERYL orort T N O• 3/ ' j20 - W /4 067.00 IT*/9.7t N/L[S/DE ROAD is i�3 A.C• EK%:t.sy fat i i Pe re,rers f M i s _ � -E-R-Y-L— -- -- — -�'W — S-T-R-E-E T - • '� 4 � f N �CI)fM.v. /yam 3 ,- �—� -- —____ � / --� -------Row of ExI•stin9 Wo/nut Trees- � _l N 2 ? p r 2 6' C 4 J 33 ' 39 t2 ' 2C 4 zoo ± It 2 Iain• FeafAer E,�i!tin A.C. �ertr►itlrf M _`y= .,, 9 FIELD BOOK �zEE COUN"I Y OF SAN BFPN�ARDINO ) � W. o ►� �. I: f, . `,. ;,,,p4•. �o r---'" " ASSOCIATED !~NIN �. PS r IMF R7VE(�� NT PLANS 316 EAST STREET ADDED P.IVEMENT THICKNESS G ei; ROAD DEPt', RTMENT --i= ��=_ - - _ -- - ACT NO. 8681 ROM,; A T NCS Construct P. C.C. Curb Gutters �Conetruct 0.25' Thickness A.C. oore�,Ient ONTARIO, CAL.I F, 91764 , __.---- _-_-- Dos,4n 4 TI 4- £ f _ _�_-_ -- .---- per std. //s sIe _ __-_ — � .__� rr�,a"�a - _ J�/�� s,�_ BERYL AVENUE. , _. _ yf.4rad titin-*'t (,�j TYPICAL SECTION BERYL STREET �� _ _ DWG. No. 16 SCALES HORZ. I° = 10', VERT. I" = 4� � � - t ��,f � y REQ"fi►�s�S A� =_��DATF =42 ��-a t — .-4.2r-7,3 LTA LOMA DISTRICT �jf;{ ► 2_ � _ 6 , -r n� 7Z-¢5A I' 'RP CI= OLmmawN V 400' V G. ' i - 11 COM P.I . s 97.01 i Thi. N P $ ^ } I 0 0i M � r u } i _ - N 4 , - �# _ 0 ♦ 1 I F F F AVN V - h + N F N $ Mtn ��. � V $ M _ In r� - - o �► 1c�n ' 114, --7.30 r, - 0► Oi Q e6 P, — ; t- ZOa` V.G. . � r l. P 1.= Is-oz i \ - - - _ 1920 _.__--�_ ,3� r. � ..__- ,� - .__.-.-.. _ _._ .____.-.._ , , .. . - " - 1300 __ - :. ♦.. , - _ _ - _ _ _ , _ \ __ � sr.�z CMM _ - _ �' �13 � _ __ C Lxismra WHIT. ® 4- 01.40 CURB �TTLR 'TL's' Cr F-1dR'R-1 Ct.�PS R1. -1.�9Ms O N 8 N 0 N Q „ a1 N 11 p N � + ; J N - � �, t 1 T ZO tr• !2 ti TAM.SK t 1.7z X 1900 i Z IN .I tB L P .4 t;• . rc� crvo�C - v — L -- u ♦ + N 001 Fl _ i , / TaP aF�xrs'rtts rz'�f Iva1t� tJ►.It= F- Q ~� 0 �1 Q1 _ u N 0 1� g 0� 06 tfy NJ td N N P V 0 t N -� F j j266 v C. F + H F' V +1.'SZ P I 18.32 130 ' 1'3' IJ.OF / 1 , E + � 9 >a �. s IV O N� 1JNE , � 1 I ' PROFILE it � � i HOR[Z IM = 40 I I A R _ _ I : SCALES H E T I g , f 9 -- _ . 10 11 12 13 14 15 16 -17 18 • PLA SCALE 1"=4 ✓ Lirr7ifs 0{Coun� Lirn/fs O3< DcVcb �/' COr/s�rUC1K3/7 C�/75/rUC tion R N ". is. C. O E. 1 h I1 12� r✓ a 0 I I 10 I I a $ \\ • i tik hp I \ 1 ' I • 14 \ r`v SFr /357.G2) Z 1 1 \ ) i I 2 U W. - -7� J � a { �h k - p - N 10 12 12 5 ,os OA D _ ,� - 10 I/ , - - HILLSIDE ', S f, q , fpg 69 7'10"'E , ; 4 9 Q�nS rvC D;k c r 5 .. - 3' 4' �! � 1 L.`Xi• f Prifif m "N12 CL G �� 11 — C � ��-I 00 Pl4K.E GUI M �RS I \ \ � �- W \ \� \ o/ra OvCr�id�-Drr�.n T j MbdlFi'cd r i I .0 .71 i' n. Z =(6T C ) ► \ . YP A.G. , \ 24 M.P. perr 3f �c oFcr7/%� D;%1 l �grTLQI� rG,G, 0.25 AC. GaJSTR�ICT PG.C. Ct126 y ! ` \ • TprAft 3BCM SID \ i DIKE �R STD. 117, \ h v 3 � . _ _ •k U Q � \\ \�.\ \ � __--. �� � � ^ ` , \ � y� o-DB7-.4.4� ' � Nle GU1'TC'I[ OVER O.35 C L.A S S II A.B. A1.D GuTTt� PER sTD. I IS. 4 " C". /0 c3 f 0 A W s�A�.7� ' _TYPICAL ECTION WILLSIDE\ S S ROAD n _ V Lo O✓7 0•�rt7i9hf Ci/t7el• � • SCALE: HORIZONTAL 1 "= 10 1 VERT I CAL 1 "=4' ; 0� C7� °g Eno �s�c/Ii /7 / nF Loy o I I - STA. 9+60 TO STA. 13+57.62 y Sta. 13+57.62 to Match For Typical Section, Line, See Sheet 4 of 6. 33- 4 • r - /o7.3d ExisfiiTq Ernbon,Emcn f Ground L;n7ifs or Cou/� L/ir7i �s of D e veto e'r C"onsfruC�ion CD/75frC/C C6 r7 Ito /8'hi /h k (muted rnc,E ASSOCIATED ENGINEERS FIELD BOOK REF cUur`TY �F SAN � sv� alNa IMPROVEMENT FLANS o' ° r '' 316 EAST "E" STREET 0 lXweoPAv- /r__-TictM�ss � MZ��� ROAD DEPARTMENT TRACT NO. 8681 ® .jChange4 sfrvstvral seciiort �� _ ROAD 10. ONTARIO, CAL-I F, 91764 Dw9n•d eY {{[[ SeCfion A -A 714 -986 5818 j Y` o�aw� s, — .����� HILLSIDE ROAD SCO/e �-S - Ch•^► d tg til - � O D�,U.No. 5 I to f s11173 A OM TRIC r : I. REVISIPz+�g i SATE ---- -- — '� s #'ET _ - --- LTA L A DISTRICT ate 1 i 1 { I , _T opmor: I i of 7Vo r f If clurb h H ,fie t ao o � 3/.46 a O *� hx iiir�q. .3irTo e of=fTi o p4 4 4 4 E } g g O p iihbg � . / • f /.3t Ufa j 1� p X11 N ! ^ p M y1 IMe� p p t� O ? 4 A b ^ ;�•l^ h to h , 1900 � N hN N oa gN o � o � _ 1900 4 C * � * � b � � � � vN N N N a �0 5 r4a a • V. P.1. 06.9 W . - j 1 i +r N 4 • b to b b b , � h � 4 *0.80 701 — 8 Y ___.__... _ ___ _ . R.-... _. . ._. - _.. i Top' atf !f" 3-fel/ wafer 1�dir?� Q O N b N a "� '1 } _ _ I , - - o � roo V'.c �. V. P. I. 06-45w4i --Tan. • �.e3 '� O N o hg o ri q O N top of ,16 u f h Cub . _ . . � _ . b b p N _ -- `-. fIx is fin . jS`� -lrofou f li Rw �0 N N N e,��• t� __ - / 32 7• h h ' $ ` c i- ``?,4a a Yl?I = 97.52 w QJ, _ 7 1900 e h = _ o e �, ig0 N O N h Ooh V V P W /. 06. 35 ` Ip �1 N K � n ti � h v h � O � h . h r , � o- r4,it j �� 1 xnoo °P R L s Vi 4 4 4 06 4 , r�o I Z 1" = ap .4 t urn 4i 1 SOLES V T 1 18 19 20 21 22 23 24 25 26 27 , P L { A � -SCALE i°=41(/ t • I See Sheet '� 5 I See Sheet OF 60. i6' t3 - �► 30' 30• ^ 5 i4 3 2 1 .N 33' 11 22 Curb Re turn 04 l4 N � � II � II ; Curb Return Dafv curb Retur» Do#4 tp ' R - 20, N `Il oc W �I� J H R = 20' R = 20' .. N I W �'" D - 90 - Oe -3o 11 c) �I� � d = e9 -31-30 e = 90'-oa -3o < W L m 31.46 NII = Z II'h� tt L : 31 .37 L = 31.46 T = 20.05 ' V e �- e V T = 19.95 ' T = 20.05 ' V I � ow It.� t- v. I ' .� W.04' 91.00 W.00 7r.99 = Q 78.32 9d.OS' !e•os' 9xca .05 78.68' �� i st s ► — o fit i h Construct P. C.C• Curb Guffer per Std. //5 b'4`y �' /" -. \t p�1 Ex�stiny /I" Wcter at�latir _ otter per Std. //5 '"� 'tV o� Rf ��� ♦ l86p016 Curbsu-ot at ► Constrott PC.C. Corb G ♦0�1 (�Cp0 0 Ccs TRUCT A.C.. DIKM PIMP-1 5TD.11-1 Z/ +64.47 Ni//side d '� 3-N!V• Y H I L L S I DE o•oo Ave* h6rn Are R O A D E"' -�•"— 6onslruct I.C.G Cross 6v!>!er per Std. (W 1m X-:tFf �� ` � S Cr --- -- Ifo art- 15,430 - fo .aTrb. /44S7GZ) V oc ' Sze ' t2' c 10" /t ' /t' i0' a j a�0 S3 O� S/o a 1 P �4'I �' ina /C G� �,M1.�111 - - ` SIO I�••/• �-� ! a -. - dr ' �- future P. C.C. Curb strufq,71'7*f,6 s G ' ",/ A.G. A.C. ibyeme"t 0.A* Re S� U7. i �� _ � Suffer per Std. 115 tonttrvtf rC.t. Curb cutter per Std. //5 1 TYPICAL SECTION HILLSIDE ROAD ASSOCIATED ENGINEF*RS FIELD BOOK REF: COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. 0 N0. SCALE : HORZ. I" = 10' VERT. I" IF 4' 316' EAST "E" STREET - Iz6 - ROAD DEPARTMENTTRACT NCS, 8681 _ f.�OG1ED .PSI✓EMGNT_ 71-11c'NESS �l�. F r r) ^j ONTARIO, CAL IF, 91764 _ p � ,��_ H 1 LLSi DE R0 A D 714-986- 5818 i._.._ _��._ Draw,% `II F r. ' cfiE fd ey R.G, �wG• J� 3 - � - TA 0 M T JAF' 01Y€ � G .20 .,E a` Lt AL L A DISTRICT 4_ 6 7P-45 A ; a i 1 1ic �a601 on o I I I , q I —3lope / 1/t . ! pe� Std- Ns "3A t . � I -Ex/st/ny 'Surfoca �+ we R/w - � t , Re fern ' �O v. , ,� �� v c e -Exi.4 vreace a i Wesf '� w 3/•46 Y.P. I. 10.20 9 3 I , �-- -Top of West Curb -~ f ,�r �.° 6p v �n� • i o p v q 6 0 •. o ,� ,; o h 4 Top of )Vesf Curb : d 4 O V O o o �. r m h t• o o � ,. . ,� ti -_ _ . _ .______ __ w.__ __ s.. _ _ _.,._ ___ __- _,...____ _ _ _.- a 4 0 , , _ w 19 20 +a �o +� +n 19 80 _ .. - _. N ' t C ^ O sign �1f 111 In O I O C b � b b O o n o 0 N 000 o a 3 � s r h r I _ 4y A0_10 _ ---Fx/sf/ y- 3u { e o� �f ti — — — — — 100 v C. fin'_ r ei c V P. /. /0.0.3 — — - —Fx is /n Surface c` o Q' 10 in 0 p 'I' / 9 i -Pints ed Sur' Aree to � of Sf � _.._l1980 --- 9d0 _ u _ o - „ \0 1920 ° v v k a O a « .V —finished Sur ace eo foA:Sf o j sy0O j � � ISO } : r► p in p V 0 p �V wf r1 . I n N b Slope 'I%s 'I r ?fd. !V! 3tJS * o l v ti % v; 391, ♦6. Ioo t. 14, o 0 Y P. /. /0.20 O Rb tura � + o � 3/..37' o � h ~ 'h Q q 60 �xisf/�9 .�t�rToce es Foy � w ► of : _--, . .- 1900 . ___ �. __ o_ __ p� _ .. . _. _._ w 19 20 —r , Exisfiny Surface Lo Eisf */Iw ��- To of lra f Curb oil C ^ O _ I / -'---Top of Ev s f Curb --�- — l '' '• ro r O s b O .Y o .:• �1 h _ _ _ __. O O � I � • Q �' �I� „ 60 v ivy p Q • 0 0 0 0 i. 'q 0 a b Q �0 0 PR0F1 N Q H O 7 d f v h _ HORIZ I = E4O • o \ ,q 6 _ la CALES � � S v R r i•" } 1900 _ _ 1920 w Nq b v a 0 I 2 3 e�h a 6 7 PLAN i r SCALE 140' i Curve Do f o Curve Da to R 2000 , N 1 o b� C R Y0o0� 6 6'-07 - 42 f; � e O V . SCC ✓fhCC�__* � L t/3. 9t •, h .� A -6 -30 • of T 107. 06 See Sheef *4 p -T 96.08, 9 �% C 2 � �. W , 66' o- � o >~ o ,� o n �.% 33 33 0 Curb Cviva Da to tl o04 �} 6 18 4 curb Return 00 to R - /tat' vs I►• -ZZ �I tt /! o ~ Curb Cviye Dete Curb Return DafbV� A ' 4•- 47 o �yrb Return Otto R /get R= 20' 1� ~ A A = loi•-r�'- s/" T - 89 036 , 5.40 vh �• R = 20' A 4•-.36'- /6" A = 6o'-Z7'13- 6e, II90--08'-300V L 136./3' L= 28.08' V �� O s T = 14.60 10.0 r t • A = " T 79• !0' T= /6.!2 O Imo•+ v (I T = 20.03' ` I �� t0 o y�i� '�f!'• /9'. q3 f6.i3 152. 07 /IL -'- - �IO U �•j3 Construct P.C.C. Curb Gvtfer per Std. 1I5 a -- * �# b� A Construct P. C.C. Cross - Gutter per Std. //9 ! -�• o ' I I f ,� N 0' 31'._ZO -/Y t -� ^te t• �� bd' rbb O p0' '6 AOp VA Qt L S IS o5.t I ae Construe t Thickness A.C. Perement T H O R N /?q' O BUCK — _ - Ob• Construct P. C.C. Curb Gutter er Std. 115 + —tom �I/ 46,-0* 4� — \ 'f Curb Return Do to Sar. Gurus Da fa t y4Rre — \ R s 20' R t0/o " O -`�`_ �_. _ OPE F4'• 1' — 1'l-M - - - 43.07" /42.27 • 33 a• _ �� a = eo' r7'- 13" d 50-1r'-39" m . _ se L = Io . 08 • L /03.71 � ;-=:"�tS a:ri.ir,:F: - _ t I ao' II T = 16. 92' T r C S Curb Re tUr/f i/e�Q • d s141 1L �'- y�iqq.Ir;< II_ Z.:•. _.y I~Jlq�. - i1 _ .L� ,I McMn4Y4al -�iu�ln_NI IVl?el4r�� c Ir allai71l111•� h-fM -.-. ..-.Q:Oil°.` J pi f� 0 A T41(C I�fFu1/5pq rytlL - (J 05 .I) R 20• Card Currt 001A.0 Curb Return Du to II (� A� m _' II a - a9•-5/'-s0' x • to/e' R= :o' 4 (I II o s � 0.17' conrsT� pc.c. nr�veaaY I= �� L = 31.37' a 4•- /S'-1/ " L1 97'- 04•-Od" tV II _------- 11-IICiC A.G PAVENClJT APP�GH PE7Z STD. IZb. (MaOfFiED) } T = M. 96' o T s 74. 13 T = ZZ. 6.3' _ TYPICAL SECTION RESMEI�ITIAL IMMAYS • p� 5 19 V II w II W NO SCALE �' II � it ; . - , - _ • 6 O ss' ss • 30 3 O 50' t' /Z • 12 ' 6' - . J O. O- _Esus/ Line � ASSOCIATED ENGINEER RS FIELD E300KREF: COUNTY OF SAN BEF2Nl�.RQINU IMPROVEMENT PLANS w o rvo - �_ Comqlfrvef curb ROAD DEPARTMENTCOrlstrvef P.t•C. Curb 6alftr psr dfd. /13t Cutter per Std. /I1 © .40pE0 .p.�fyEM�NT THIC•�/✓Es5 �3316 EAST "E STREET ONYARIn CALIF TRACT NO. 8681 , COnst�ricf Xe nrctrse3s A.C. Tbre»strrf �17f 4- 714 QAC- SAI$ � By r , BUCKTHORN AVENUE i A G {{ _ _ BUCKTHORN AVENUE - !•-to-� _ --,-- _ _r _ ,r�# - R ,.�. -s I N r 10 ERT. 1 e __ 3 € .r��, RE . " t ���T . it W SCALES. HORZ. 1 v :�� / �� A OMA DISTRICT f 4 .� r L E. h -j� ALT L D T j � -s . 7Z-45A - _ _ Rafvrn Rcfurn /03.SI 35.68 ' 2a.Od' on curb V t I '42.08Y.C. ` IM Y.C. VP./. 41.54 VP./. 43.02 EX/stln9 Surlotel a North 'fit/w ` � w � a• y � ♦ e o v � of q � _ 39.�►0 A3 11 1O ` U Top of /North Curb .� o o Q „ o ;° ;° v o b �- �xi'sf/iyq e mo> th R/W on curb on curb � e e 4 on Curb ` \ o Q f v It 1 W h _Top of North Curb VC. o , $ ^ g ♦ /.0�7. ,fes �s.�►def .goy / YPI. ad t8 v.P - /:309. s' o O Z Z 4 a a R ♦ r T o V Is in 0 U -0.40 'J. g --�l•13� b -4 in „ O h m on h a ' f a« ON p W? O O ! x' 40 J � N K � b b b in 4 y E ° - n h Q Q � a N o R O o Q A 19 40f940 Oa o o v 1 /6D •t7° i ; U ' � ti } Y O j � � . 711% X00',2 on curb I V C. a f � ! 100 IV Cd 7S./t Kt. 7 ! I KPI. 48.35KP/. 4t.3V.PQ 0 0 fi'misheal Surface • of St. -- 1k mn, I �. o � 4 � on curb I --- �x is tin- 3urToce � � if Sf. 7T do C. • - \\ J 1: r ` h $ ^ W O �Ton. 6'rOde ?•71 Yd' �' 9 a �; . ; .; '.n .► Fin/shed Surface tof St. ~ 41 %t q f It ♦ a -/. iiiiiiii 1111 11 % V v 7 V - - r' r.2.05 y•of � . ii 4o♦ +, - � OhR^ qh" w�^Q� ��snf b�bn �t� h ob♦�' b y �h � N ♦ 3. 40 % K-0409fh$n „h♦ �h�♦�*!. 40 10 19401940 ♦M ♦ � , YO� O o 61 060 !ems. Jv 3 b 1 Y.P. /. 4/. 54 ! V /00 , VC. Y.C. o - - 1.72016 - I o � � Q d 31•i0 VP/. 4Z.4t I Y.P.I. 46.15 ' 6 1$,; 0 14.30 V.0. FX is tiri9 S&rloce South R1hYP/• 47.70on curb 23-49 ° 0 { I Toof Souh Curb • s o 7 9490 VC. W ' oe V.C. ° e• 'ti c vp/ 36.68 K P/. 3 4 so / Toared4 a.7 ► - xistin9 ��U 4t N ^ ; F �7 o p of South Curb 2 2 Af e o It to It 4) � h Ret 14 It o O o * - � ti ,. � O ♦ „ N h N b -0.4076 $ 3. 40 „ h !h ♦ 4 4n - 1 ^ h "► *O a b '0 1q y H + a._ _ R Q y a s Q i ♦' t` _ • to •1 1940 .o _ _..__ t , o N alp; h e h - ,,, ,•,, t� W "' 1940 / =E $ "' In • ji � �1i�ap V �I � ��a � � � �; eta{ Q� Q Q `t � v � / kc. w �0 on curb V.P.V. /. 48.30 I 4 4 4 4 4 4 st 4 W - •I V urns V i t � i Ret ' I of V Re turn v b .33.88 VPI. 4 7.0 7 f 4 ro a a 207."16 4/.•6T 1ef. /9 � i !9.'!O /68.Z4 I on curb on curb I on curb # - on eurb on curb PROFILE HORIZ 1« - f SCALES VERT I 9 7 6 4 3 2 I 0 I 2 3 4 I v 5 4'-0" 6" 3'-o' 6 3- Ne q cors � 7 II I - SCI- 1 ._4Qt � s v : ` /~Steel C/eoronce •� •� --N• 4 Borg A/t"O.C. Curve Do to 4. Curve Do to I • / ' R . t000' " +� O 30053 '-/d" " s- Me 4 eo.�" - See Sheaf 492 j L • Z09• BS•, eE f J� L 136.499' Y 6 /a /8 6 A - 6 00�- 4t T - /05. 02 O Sty Sft T 68. 47• SECTION A A V+ N 30 29 /t 1b ' 28 27 26 25 SALE 24r II 35 34 33 3 31 30 �) I a 1 30 R 6,6 �p ♦ Q o a Curb Curve Do Ag �1 Curd Curve Oa to lV 6 " N 33, 33 R = 3.8.0 � R - 62.0 11 W "� '` Ir 22' A s 253'- 44 =Z4" G' e - 36'-52'-/t" Curb Curve Data Curb Curve Doto turb ReturnDoto 11 '1 O Curb Retv/•nOoto Curb Curve Doto Cyrb Curve Do to V' Curb Curve Dato Z9 , / L = 39. 90' Q II h * �' T 20. 67 ' ZO/9 V R - /982 R = 20: tW R = 20' R = 1982• R - 36&- h R = 38.0 " RI ii e - 6'•00'•42 D - 0•-45 -34" d = /02.-13,-31" a = 80'-Z7=/9~ 1 Q - l' - 59�--32•' D = 36'- 5t'-II ' O► I\•,� d • 253 - 44'-l4 L = Z//. 74' , L . t6 t7 ' L = 35. 68' �' Q ' L • 28 .06', � L = 103-51 ' L - 39. 90 ; ,Q 14% .Z9' II �. A / 7 - /05.96 T /3 ./4 ' T = 24.60 V �` ' V T = 16 . 9Z T 51. 77 ' T = 20. 67 ei �r o�ao � ♦ II �. ,, ^• 39 32./5 /00-00 79.0e Z1.06 /00.07 __ ,�'` 9 ., 9/.34 I 3h 41 �, sr� �O� �'; �` t W 6 `� t^ I I � b+ W O �'� kh�' •b '� Construct P.C.C. Curb f Gutfer per J sold. //5 C A M E L L i 'S ' "s"� ` rs. 1� . , I 0 �h A G T�o 'o �• - � � A6' 77. 09 /44a es.aa ioo.00 73.s4 3 o t ♦-- Construct Thick A.C. avement A -. A I ^ '1 � � �tv =.J + + t Contfeuet P.C.C. L.D. N 89• 37" /0" f A 5 S A6 Construct P.C.C. Curb Gutter per Std. //5 5 ° b' y ti ! cn f►. D N + A�i . ` A3 rp0 T p e6 -�y �t a X30.I8 ry &#A ' per Std. t03 N Construct P.C.C. Curb j Gutfer per Std. //S Construct RC.O' I Constrvct P-C.C. Cross -Gutter per Std. //9 C 0 U R 1 Cross - G&;0 ter per Std. /!9 f + + + 4- ` + 8 n y' 1 �t'� fL Constraef rh,!!* A.C. Aoreonent � Al 896 37' IO" E 'b ',� Construct PC.C. L.D. per z Zq,35 ,�. 8Q. 97 95.00' 95.00' 32./I ' 62.90' 97 I7' ! !_ R zo ` Construct P.C.C. Curb t Gutter ' o mss .30' 3 9 c 6 ' R Per 2249. //S N std. Ns 203 0 a M p 9 !} 47. /5' I t ' tl - - -- -... -- --- v s9 A • J9 6¢ • 0- O 30.74 re 4�p f A3 't\ I( c O I w q b t�f� w. _- ,� I 61 d/. 70' 97.60 97. 60 63.39 35 3 A o• Construct Sldewo/t �\ ^ 9• II 2 / culvert er Section A-A 'C+ I A� II 'I� '' , (PeA7grh 7 J Ati p �i q / (� Curb Curre Dot* Curb Curve Dota Curb Return Dots �I = �Ai' Curb Return Do A0 4 Curb Carrs Defe Curb Curre Acta h I ,1 � I) 2a' Curb Curve Doto _ _ a I-- R /482• R - 2o/e' R $ 20' 0 II Y � R = 20' R - ro/e' , R = 62.0 0► ` � J 5.a.c.D.E. V ,_ " - Construct Sidewalk / R = 62.0 A i -o0�- 4Z- A = / /o'-4I- A + 80 27-13 t V ll A - 970- 04'-Oa' d l -40 -Z7" d 36'-11'-/Z" 4 ( `' Cu/verf per Sec tion A-A II ♦+ }- • L - Z07- 16' L = 4I. s9' L 28.06" 'h L - 33. 68' K1 L 94 . l9 ' L - 39. 90' en A = 36 •52 -// �� O 11 � �' � � Secfion B$ L - 39. 90 T - 104.08' T 20. 75' T = /6.92 ♦ .t Co 1t T 22. 63 ` T - 47. /0 T ■ 20.67' /Q• II _ mac- Gr�,:T•�q ��r - �sr _ � _ # 20. 6 7' " . u W 13 14 15 16 18 � o 19 20 21 22 ao 23 m • v 60' Oc 4i IV V _ �7t/C� �r'pi/7v9C SwaJ� i t � - i curve Data R - 2000 t A - 2•- 05-t4" rAL - 72.96 O' T • .36.46 -Install Du16 Angle per Std. 2066 A.C.Pvir�t �• 04 Borg /8"O.C. 25 25 'c' r0 A.0 PvW S SEE 514EET 0t 70 LA l h 2 6� Pt Slop s, _ - S E C T I O N 8_9 = . ' s/oPs �'b° 0_Level _ ° Line - o� SCALES : HORZ. IM= 10' VERT. 182' a"c.f •a. - n F IE.LD E 00 C'U C} Sllh� ESE F�tv/� ")I w }G� i'' K' t� t� r Y Cometruct PC.C. ewob $offer ASSOCIATED ENGINE"E., : S _ {. � IMF PROVE M E h� � FAL �1� � . tonstraef PC.C. cars 6uthr per std. /I3 per Std //5 PAVE"&N r TrlCKNE55316 EAST E. STRFET - ROAD DEFARTMF- NT TRACT• .-., . .i.. ' Ftp 'Con gtrucfa?5'Th,eR A.C. rbvement C� ` ONTARIO, CALI F., 9176 , 'T 714-986 5818 , - - r CAMELLIA COURT -FITT._K_7 - 1 ISECTION C PICAL EC 10N CAMELLIA C U dw �O' I ' ,A SCALES HORZ. i 10, VERT. = 4 _._ _._. _ _ ALTA OMA6 Of ' I D T 72-45 A ' • s