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HomeMy WebLinkAbout566 AV& 4/8 a 8 -4/8 -� - /OO'VC. 2005 V N NEST %V * 414 V tip �C tQ n d4./4 on curb m n C n WEST AA h � V41 tD 0 ' West TOP WEST CURBa. ~ W TAN G-...9.669' Q Q �, Q N N /975 _ 1985 h ni o 0 200,5 e h /00 VC. , l; 7UP NEST CU�P,CS ^ TOP WEST CURa tll 0 Z Q. Q m N SHEET t\ ,I t\ HILLSIDE ROAD 84- /5 on curb a Q C h J °/8 d/8 a/8 d/6 '4 FS Q EXJST L EJUS'T > ` 1 0 EX/ST fs � . ti h 197 5 h aT /985 ti o A2005INDEX AND t//C/N/T > 0 W ,�ti h o p Y MAP Q Z07�� loci' v. c. h 0 b 4 SC,4L E: Py= 200' IN Qj F.S• O ^ p NN h n to GENERAL NOTES: x �4 141144" 1-614 V f�� n \ ^ $0 1. All work shall be done in accordance with these plans and the San \ � a p Uernardino County Standards and li N �. 1p 0 �6a�' 2• Specifications. *Cl" Bench Mark Data: North end curb return Northwest corner Hillside Road and Carnelian Avenue. N N a 0 Q ` o ELEVATION: 1948 .210 C.S.B.M. A-256. n C TdPZ445ra1WA5 �. 3. Street markers per San Bernardino Co. Std. No. 303 and 303-A shall be constructed at each m ^ EAST /�. J ' 8� ) intersection. TOP EAST CURB = _ Q - 4. All pipelines or substructures of any kind and telephone or power poles, water meters, valves, /975 eq S* �, /985 BAST l�. - Q 8 hydrants, etc. , shown or not shown on these plans within the limits of this subdivision or in TAN.GR 4 6'0'' tp �" � � adjacent areas where improvement work is to be done shall be removed or relocated as required at O C no expense to the San Bernardino County Road Department. y, i 5. Compaction tests of embankment construction, trench backfill, compacting original ground, and all TbPEASTC' j Q y. sub-grades shall be performed at no cost to San Bernardino County. County Standard Specifications th Section 19-d 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 a minimum of 2.5 feet below finished grade in State Standard Specifications Section 19-5-03. " A ti written report with these compaction tests shall be submitted to the Contracts Administration i Division of the Co. Road Department for approval, prior to placement of base materials and/or PROFILE SCALES surfacing. 6. The responsibility of adjusting manhole covers, paving repair, paving replacement in connection with subdivision sewer and water line installations shall be the responsibility of the owner, and VERT. - /"=4' shall be accomplished in compliance with Ordinance No. 815. 7. When curb depresseions are provided for driveways, complete driveway construction will be required O / 3 ¢ 5 : in accordance with County Road Department Std. Dwg. No. 128 and related specifications. 8 • • - �RLSZ'1�e'7'r-OT'YDF,f,� t be submitted by the trac engi ;ten G _ _ r_ard no Co. Road Dept. for 1I Curve Data r�„; and eval„a}_ -- d=30'52'12" sEE sHEEr2 PLAN SCALE r r 9. A permit will be required from the San Bernardino Co. Road Dept. r At R=55 L 35.39 P p prior to any encroachment or =401 construction within the Road Department' s easements or rights of way. 33' 9 Curb Rtn, OQ1`Q Cb R=62 L =39.90 10. Adequate stakes shall be set by the engineer to enable the contractor to construct the work to r ° 90 the plan grades. 1 R= ZD` V 11. Sub-grade stakes, driven to the pavement sub-grade elevations, shall be set by the contractor or engineer. The stakes shall be set at all hinge, edge of pavement and crown points within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional stakes may be Q ni O 19 needed at warped or vertical curve areas. Sub-grade stakes shall be in place prior to paving to 17 18 p O v. Curve Data permit spot checking of sub-grade by inspection personnel. ! ti d=253°4424" 12. All water, sewer and gas mains and laterals shall be constructed to each individual lots prior { o -o R R=45' 1-=199.2-9 ' to paving. r \n 13 . "At the completion of paving, a materials report shall be submitted to the Contracts Engineer of 4, Cb. R= 38' L=J68.29 � , - San Bernardino Co. Road Dept. listing all tests or determinations completed to verify" : i O a) R-Value, sieve analysis and sand equivalent of aggregate bases . k ►� 1r0ga 16 y3ti6 ;. ,,:•Cons reef P.C.C, curb & gutter ne Std /l5 t�� " b) Stability, oil content and sieve analysis of asphalt surfacing. 14. When Asphalt Concrete is placed on native soil which consists of a rockymateriai the sub-grade I _ oo8j shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled with a fine graded material of a quality better than the native n5 y' Qs'h N 1ti Ob 9 38 f7Z tZ material."- - SARD ST. -�� Grown L.n�- N� I 1a�� 13 N '• C ns > A.C. Pavement` er y Ca Ctton . '� _ L_ n true � T�/ 1 Se 9 96�,0 C 00 COn5lt%l& PC.C. curb g4/Mer per Std x'/15• •' o _ Al 10 I v WTTWIrEiwAl�'rrTrEs: I I o; O o e T 5CH,50LJLE { 1. 17, 058 s.f. A.C. Pav I � � O O E, ement {Jasper) tri !! !G C) SAe� ST. T./. = 4. 5 k 2. 7, 747 S.f. A.C. Pavement (Hillside) Q /3 /2 9 8 e 3 . 22, 332 s.f . A.C. Pavement (Interior) 1 H/LLS/rJE Rl.7 7. = 5.5 I .JASPEie ST. T/. 388 s.f. Temporary A.C. Pavement I 5. 2,990 s.f. A.C. Pad O C 5.5 �I a /. 2 46. 75 l.f. A.C. Berm I J _ Curve Data 1 1.f. P.C.C. Curb s Gutter 8 • 101 1.f. P.C.C. Curb Only I _ °_ 9. 790 s.f. P.C.C. Cross-Gutter I Cur Rfn, Oato 1 b- oR-55' L-35.39' , Driveway Approach I 10. 2 508 s.f. P.C.C. Cb, R=62 L= 39.90 I 26 l.f. Barricade • #128 - W=16 ' ,X=3') R=20' 11. 12. 60 s.f. Remove A.C. Pavement t+4 13. LUMP SUM Remove Rock Wall (Road Department approval of these plans does not include the above quantities) ' G1AL NOtL O� rMATE ENGiNe-Em To Ce>WTRACT?I1� Contractor agrees that he shall assume sole and complete responsibility for job 3 4i site conditions during the course of construction of this Project, including safety of all 25' 25' persons and property; that this requirement shall apply continuously and not be lim- /8 /8 7 ited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liability, real or alleged, !2. 5.5 55 /25 in connection with the performance f work on this Project, exceptipg 'lity ._ . arising from the sole negligence of the Owner or the Engineer. /.�' is 00 � ��.0 0,C40 �A� LEVEL -S '� LJNE F 1 f I Vit, rope+`r ANDREASEN ENGINEERING CO. V ' REF - COUNTY OF SAN €fig R�PRDINO 8"�F _. A NO. - �F . - �_ �/(EV. gT7S. _ ___ �. 7 - 5B0 N. PARK AVENUE � � --- _..�____ � � . _� y�Z 1 � ��� d�Pt�PTt��Y �T J! �i/r► STREET IMPROVEMENT PLAN ROAD NO Added S#t .Sec��Ein. -_ . . C, �7�` fvCP 6 k4 1{[(kfJ . Construct A.C. Povement POMONA, CAL/F. (7/4) 623-1595 --- - er a, APPROVE t, f3Y Construct P. C.C. curb 4 (o.2o'�•c) A _. Construct PCC. curb �r _. ____.__ _ ____ . _ _._ ._____._..____..__ _ # /�� ` SARO STREET FtLE NO E gutter per Std. -4115 gutter per Std. //S _ _ _ TYPICAL SECrJON _ _ [�.ALQiI� ,G-•� R.C.E•8203 �_ _.�____ � _ suPM�rtee 8r coE as T £►v: oacs DATE • +i( ^CMN[Itis'f h /4Pi't+'•F E[ VY SARD '"'STREET A?' -/,F- 7J- n4rF S� EN . K REVI t�7ha cn dTY ri.tf, tE EE r _ _ _ _ . .1 I _ 1 I 3/.42 :._ _. q a _ a � . , : . , , I , : V . . , - V . _ - V . . , . ) _ t ; . W - : ; . , ' ; N i . . ti. . . 4d V C: . / k _ -, . , _ - _ . N ' ti. r\ M . <! . {� - . . . m 0 . . - U h v r. Q f ti r` a C N !), i. h . co ,� I �, a . , . 7 N Cti �. , : . . , F /955 , >!. m - .. 0 N n . 0 ; a , �+1 N ' !O V. .�, N O C N - _ f , % '� 0 l 0 � W 0 . `�. 3/42 t t\ h b• �. . h d} ` ; ' dl � fi � � 0 . �. Q n V . ; . V - 11 �. . 1p �. ) . >\ IVb O W A—M K N iN - . p , : . ;, �. ti J r. ►� �Q N 0 �, W l4 c 'T• �. � h R• , C TANG z Q '� C e >\ 4) � --�. �. 0 t\ OR77y A h h h ' b N i �' E . - N N - � ) - 4) � h Q t9 N - ©• c�. o to C a 8 /o � Nm - R 6 n b O e ; - '� f\ y. o D h , /d � t V.C. � . N , o _ , N 0 V - 3 ::3: v s �. P C N R7�`/ Ute$ h : `. N � - , 3/.42 3/.42 �4 �' ♦, . 1 t4 8�0 . N N e e 0� �y - U A , 4 4 4 a 1� e •. . - /9B5 ; TOP R CUR 1 /4 t /4% s. JVQ TH $ V . e t . . ) KI J , O .fir^/ ` _ . - N N _ _ b Oc , , t9 m o . _ _ NM , W L 0 Q . m . h a 1 r V ` '� 41 61 �C a0 N b I C N I I h J N N } 'A `, '^ 3 �+ -! - : . : �, �} - . Z , t0 1 t # f ^ h h . : , n _ . . ; c 3 4 �. _ _ - h . . 10 : 8 . j _ 1 - 1: J r if _ , f t s , - { _ 1360 : Q ; . , EX/9T. F S. . . ; , b +� V , ,_ 1 ; 1 b : C - 7 , 1 . . 1 3 . . . . y 11 !D - i ,=4/ /RE MP W h � , . _ X . . - 6 /8T. 5. c - .3 NORTH C!R45 . L 0 B . 1 �; �, 9B5 b o . . , . 1 h . . +� N � o �1°` , ti - - , �. . e �� 1. , - �, , . i 4 R ; 1Z k 1 . C . 011 . * _ , J 0 (o 1 b ` 0 . k �\ 1 t 1 , , l t , . ; : V : . . . . a ti - l 3 w : - . - F V • - 7 i r -. -. . P Ex�s`T SC�c/7H Ciu/P$ i f b N a1. '� � N k t. t - . y b 1 , 1 �, ,,. o , . - J - i , Q , 9 (! 1 . 1 1 1� Q ) ,� . V ch t� \ TOP Exis7- re '� 1 Sc' U�'H CU .d .; I b L h •� 1 �1 L ' 0 - h 4 ti , Z . 1 l 'h°� h . W L __ y b 0 . - _ s - , - = . '� /355 . t t, 65 - ; : . - . r 1 OF/LC CALF y PR S S 'h ; w f ^ ' t . 1 . OR/Z. 4 : (� H / O . . t• E 1 ; : - -1 I _ N r i1 . . I . : _ - , VERT. / 4 0p` . : , \ C� . , . . : - . , . . .. _ - __ s 8 i - 4 PLAN SCALE I t% SEFC SHL ET'l /rr = 4 0' SEE SHEET 3 : I Curb Nn. Dato . zs' 2s Curb R7 n. Doto Curb RM Data ' 30' v d -90 t Q=90 d =9 p /Z. I� r. °� R= 20' 7' /8' !8' 7' R=20' . . !8. - v 'Q L= 3/.42' ti L =3/,42' R_ 20 Q t � �� La31.Q2 l �. �r �, v V Q fi 4t V) �: clk� o � v t Ci o0 ! \ 6 1 � � H h ` co 0� v k o � � � W v 0� �2 0 V �, )( . �' ti �, .� o C4nsfr PCC. Curb gutter per Std. //5 �'� , (f) h F ' a 6 M `,: ,. �� /o• /'.Constr P.C.C. Cross gutter per.Stn! 01M 11, . v e .W Construct PC,C. curb 4 gutter I y.V Construct P. C,C. Cross gutter per S1! # //9; t" ��' �i ' and a shown w a '`b per Std, 0115 b •I . ' ' Q0 TI, ` , i ..� � 1. � I . .. I . I . .M=;r!g=4"� 004, mt�\.�&6 _._ e.— .R 700692 \ ' PP ;: \ Ode- � J Gr to drain . 1 1 - i Exist ilriprovemenfs ��9y� ' --r- h°� Ago /,A00- ,� X3,0 ���• Construct A.C. Pavem_,enf per Topica/ Secf!'on_ "' '� �' a y�'r� ZIP � �� �_- _ Per Tr Alb. 7709 ° _ ' ..-feott�er t. Jan • _ �� 72' _ _ �'' Const. A.C. Over/oy• � � � 2_.�2 _ ��s • m H H/LLS/DE feother fb Jom• N ROAD ��`h b 8 M tj Existing improvements per rrocf No. 7176 m _ , _�\ — � �-� L1� I � (H°49 ,BLOCK WIA Y. R. HT, .BLOCK Wi4I (H= &) ,BGOC/G WA44---1 yAA. /r'T. 01-OC,oC ! PF_iC STro. °x.30/ if (H-&)foe'f/=3),,n r e fvrn PLcR STD. 0301 x WAzz;O .6)fo I � • Ch =3) * re &r I 33' 33* t n I 6, //' 22' 01 is 22 ' // e k9�• 6GOCIC WfiLL SftALL ,BL` dF Ei4l[TNE/V i� i/ I 6 • h COLOR ,&XCLL/,O/N6 P//VK S. 'N: Q j . I 11 Conrsr� H atax '4.C. sof r fo✓o '� wA� PSR sroo3oi 0 over/al fr h� m - 2 0 - Ir �s' /o' tt /' o /o i• LEVEL /L AV, 4o' I `—J I M 33 Cor7Sf P.C,C. Curb .''. ��— I , sr fH=(O o ew /!" 22' .7 • //J. G Gutterper Sto!*l/5 Ca�sf A.C. Poven�err� WALL 1'rX 5TQ .30� X (10. 2 5'A-C-) ~j !! !/' 4' o.5 STA• to t Sn to 13 t60 ,C' . ZZ Ir . 9 Frof er tb,kdv� �oI I '� �I _ TYP/CAL SEC T/ON _ , . 4. r HILLS/DE ROAD • /o .%',•/' LEVEL . LW,e 'J i F - - . �tF P t - a - / . , � , a- . 8 ✓o �, . �IV, � _j -�� 1 ANDREASEN ENG/NEERING CO. ; TRACT NO. 9116 f P.C.G Curb ¢Gutter.. _ &_. �� F'`! L® �?fl Rei". rr. o ray .Const. A,C: /"ovemenf COUN1`Y pF SAN 6ERt�hRINa R�'r Std. �//5 L �0.25'�LL, ,(� ; A oiD -0 ,,5/ ,-- WALL C It Zoll ® - I 580 N. PARK A VENUE < < ____ _______ - ROAD D C� IA T N STREET IMPROVEMENT PLAN R�A� No Ex/st /m rotrt>rltnI & .�A�d,� .,5t% S_ f0/7 __ . 12� 57A. G f S7 to`/4 t 5C� p POMONA, CAL/F, (7/4)623-1595 � - 1 , _ 11, _.x�__`__ ____ - `- 'Es}ctieo er DFat:n er :recce a� c.0�£G f3Y a! . M - - _- _- ' - HILLSIDE ROAD ��� ^�o ? • R ..GE.8Z05 - - �_ suewsTTED 9Y _ CDE SST Y c - S TYP/CAL SECT/ON S COUNTY ENG, ROAD BATE • �A� 106 H/LLS/DE ROAD �1� /gr7,5 /�wrt Rccc�a r+�r[a �P� ofc YII I G • /j�� p�!� ' y ►,�tT REVtStONS - QPPR L1ATE � A !�f.,.,, }r: ?3JN CC INTY EniG!NEt k oalI ' SHEET of - . , - - . - I ti /50'v,c. 516/4 c►7 curb -46 62a7 k U a C curb K • rb V 00 ' t� N t � O O b h !v � \ 2 Mox o to 36.Z/OMCurb 51016117 c`ui of a r ap O V Nofur4/ Grou1741 qki wEV4 1990 J a o rvFST� NJ n } 60 . . wEsr I'D V tD �U �. ti m V r. Z a �6u \ T0P WEST`Cum 0 14 To/�WEST cu�eB b �" Q1 � � 6 V W O h TOP tsgSTcveB /97.5' �o 3 • 0 n1 _ � � h 0 nli O h O�. C p � to � C ct� lD 0 n� A n �\ f 8� � \ n Canst Temp. A.C. Pvrnf , Sfd.305 2:/Mox Sio to h 96.0 = v; 0 00.1 1 7. { / f W , O h / v C. 0 70-7/ v C. 0 5C� N 61 a V , ti 0 0 6 3 5 V V V / J T 30 EAST �0 20 V 4 - `C O _ J � FS. b N h , 0 9 5 o 17lb 0 ,6 �0 � o J J tp N 6 : n QO O n 4� a : /Q 58 cu J ort rb m N 2 cp N 6 1 n, ,� Q o h pp s/.ss �D 0 2 obi urb 0 .d o � . r � h � i 4 C p _ r. 96 it FS.0 C ro c; �. a s90 `5 b 575zon 5. d7cu 7 F N d UT/J N N R�' N �0 } �. ToP �9sT C'ueB ml 6.63Y. '1 a \ N � R 01TOP EAST Cues 4385 bn curb �A 0 b 2 / N E45 �e N P TCU TO 8 : 1.97 S , 31.42 t� •. J Q h Q U h U \ 0� Olp T �. .g4 9'4 4 4 V ^ fit$ go •� 3d EAST � • � _ _ 2� 0 4, h 0 tp�, Z A. W r`- 1960 �o C N � a 30 EAST PRO)&ILE SCALES _ „_ / HDR/Z. I •-40 i _ _ VERT _ f 4' 45o vc. ;. 3• / 0 _ 4 _ S 6 7 _ 8 9 /0 s E sh+E•Er Curb Rfn Doto �_ Curve Doto R$ d=/0°28'31" •� r /z Dc /o1 c� E z d .901, Curve Data v - ` d=/0 2/47" PLAN SCALE t 33 33 R 20' ° , W. R R=330' L=6033' " 5 .t 22' 2z wi v L -3142" W. k'R=270; L-4863' I„`4O w.Cb.R=3/8' L=58.I4' v ,� WALL 'yo op W. Cb.R=2B2 L=S/o/ _ �Dfob G' g f R=300' L=54.85' T-27.50 t� ts� �+o��4J �� ��.0 ♦y . I Fuf. E Cb. R-Z8Z' L =5/.55' /�` a"' • . b Itz let r# O L R-300' L-54.26' r=�27.2,o Q V fuf E Cb.R=3/9' L-57-42 • „ • .. '!,a �.� Ci � VMT. E I h M M .'3 a .weer 2 .�. O O m CERA/NAGE 0/tl ,Es/C3/St t-�74/t_S foR 01-06K w.41- p O a .Q N 4i i c b�Z � y. h � 'l �'� •1. •s. I s� h'90 4 V Q n Construct PCC. curb gutter per Std#115 �� Crown�•,,. CRs, �o M Construct A.C. Povement per T /col Section tie � - �w � yp • ��a ��� �2� /nsto//ZG/.f. ,8omrade ' yfo ; �_ � - /fir• Sfd 305 JASPER M Eosterly Tract Line / STREET — Cems f B"dike per 61d 1/7 i ` ---�-- --- - Const Ternool-n y A.C. h5 Future St. R/W �� f'er Sto! 305a k00 , n 8 Curve Data _ 10°07'42" W RR=330' L=58.34' lC WC&R=318' L= 66.2/` Curve Data _ �! ? Lr R=300' L=53.03' r=26.58' d=10°28'31" fvt.E.Cb.R=282' L= t.9 d5' W R R=270' L&4936' tuf W. ChL R=282' L= 51.56'(roA?1) t R=300' L-54.85, r=27•SO' fut• E C6. R=3/6 L•58./4' 3 A=,9'z8'/d" W Cb.T=2,gZ'G=46 a2' 1 , Q+ 90' 30' 3 /z' /8' 'o'''`ff• Ifz: � '` -•---_____-----------_-- - - . h ` o• h 00 G :a• f. •�orANDREASEN ENGINEERING CO. = .FIE CD VzOOK REF. G��l1NTY OF. SIGN BERN{ R©Ih�4 C017SI. P.C.C. curb �yu1`1L�i~ 't 1-��-- Fufur-e PC.C. euro � utter per Sfa! II5 TRACT NO. 9116 per sib! //5 9 p 587 N• PARK AVENUE � .�►'.sr iMP Foye aWAinigGE oiv�es/av__..� __+�45'c: j 2`'1? R O�►D _ 'LL Q �►RT M E N T •• ©_ Added 5��. Se�fion _. v �___. w _�C '/z�(�� -• -- --- STREET IMPROVEMENT PLAN pop No Constrl/cf A.C. Pa vement POMONA CAL/F (7/4)623-1593 - �f ,, c-y E eY tau h r C n C h.f U R= ' � APPROVED 8 NL G.E.R. M. Y z s I�C.E.82os JASPER STREET FlLF Na /� SUPWITTE4 BY_ --- -- f Cf TYPICAL SECTION , i� .__ } _ _ - — ASST coUNTYENGR ROADS . F ,00 t RfiOl1NEKDF^ /AFFk`Vti 'SY 1 a wG•,N—o .- � i _ 00, JASPER STREET /02 /q- 2L PA MW � _ SHEET Ci�T YENN VtQ , APFh nATE + c GIFk 3of