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HomeMy WebLinkAbout5358-1 • i ( • ) , i y , • _.__. . TD FCU B_ tt t� BENCH MARK , ( a- I t - } l f • l • i , I T l r { B - 19 CHIS. ON WALK I 7t, OF BLDG. 90 EAST AND i N j , I • t 1�-_...i T F O 5, ORT OF P.I. SLOVER.: - { �Xf�rT. , OP <O . ._ 'URB- 140'. /1l ,RTy 60 N H • • 7 �, • a • - • AVENUE AND MULBERRYENUE.a AVh • c I } i N :\ t: . 4 991. 445 4 p - OY t. D O F a • ,._ i , p .. • ; , Q , jN 4 , its - R1.04:- , \ --1. „Ii _ < - _i lg : $ • • I �i { { -�.-.. - 9 • • -y T { T . { 90 , <. < i. ; r ... -2 , t r o. t - : i f- + r <' - - 4. - - rim.. - 9 O i--- 9 fr I : __ Lt.- 4 En e _,,__ • ; : p • T • t f 1 , •I. ; -..f F.... I ,EXis ..F/Nf5 R� 4-E- •- ._. { • < • - �t f I ( m µ t_ \ FIST 1 _ O; oo . . • t t , - , { Q i • 0 �o-. 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TH-- - ---------HTTT - e < - >. _� I - --_ , , _.�_ # - LiLT - �+ - i- - a - I -' - _ ..I 4 k' ' ` # , a. d. , - , < , --I r '_� i. _<__-. Y f.__ r r 5 _ _ 1 i i __r j i r T a--.. <. r i _ r _..._i. ,<_ I ;. F ¢¢ F F ° <•... >- i • , _.._77 e , e r ...d - S. ...a _ { _-Illlamt d S - -, • } • • t PROFILE SCALE T < ; i t' • ( { a _ • • HORZ. I - 40 { 1 • it ,- . t VERT: t -- --t ' - - I 4 3 e 1 5 6 7 8 9 10 11 12 13 /4 • 0o Ch CONSTRUCT/ON NOTES.' • Wcli Q/ CONSTRUCT0.3cA.C. PAVEMENT OVER NArvfsoa ' CO c) 0 CONSTRUCT VAR/ABLE THICKNESS OVERLAY TO EXIST. C.L. N K. ® CONSTRUCT 8 P.C.C. CURB 0t GUTTER PER STD. //5 y % ti Q a Q Q . 0 CONSTRUCT COMMERCIAL DRIVE APPROACH PER STD. /29 W=301 5 INSTALL MARKERS PER ST0.. 304 j c\) M to j Q � 1/4 N v o ti k'1/43 8 FEATHER TO EX/ST.,M/N E.0' M 3 v 3 O SAWCUT M/N. /.o' a Q �, 3. 4 3 Q Q Y 4 PCZ 3 '� 4 Q 4, 4 �` LEGEND: 0 an q 3 �, v v '\" \ m N OVERLAY A.C. i 41 * q h N 2. S a N V M \D x0 \O N °% �i +' (0.00) EX/ST ELEVATION h / K. °0' °° \\ / �' \ N I '� 0.00 PROPOSED ELEVATION - / `N - - / /1 T.C. TOP OF CURB \ • - . - - • i i • fa. • • I- - - -I EL. FLOW LINE D.A. DRIVE APPROACH III O �y F� p �\ ��� V' G PAOE TO ORA/N = 43 A o .. �' GRAPE TO PRA/N qM is O I Zb Q' \ J`� 9190 © • 9, /J' j• IAy ,P GENERAL. NOUS: 5 6 7 0 \\ - LO O q1. Q \ I. All work shall be dont In accordance with this plan and the Standards• ` . ��-�pJ" EX/ST. /O'CASt - I $ �I . ' - - `,�•� - - - - kb and Specifications of the County of .San Bernardino. p \\\� \. }t1,. rQ f?`- - 9 -` - - - _� ,�� i- �� ..4%. /0/(i LL.AT���I�_ �. -/0�(e' \ \ __• � V 2. All pipe lines or substructures or any kind shown or not shown on this --tO - . - -/l' „/ ' _ /Z`A/ /2"A/ - - -� -/Z"k/ 0 - - - - - IT EX/s T. a-AanR i us: - p' . - - - • e TCI plan within the limits of this development or In adjacent areas where �\ • 0 'y �T 9 #.t• F'� Are •� T Improvement work Is to be done Shall be removed or relocated of flied um/opeis expense '9P\ $ N O 0 © 3s1 EX/$T EOGE.9. C, ane( at no expense to the San Bernardino County Transportation Department. ;/ , - _x y0 It will be the owner's responsibility to notify all agencies concerned. A . )-- - - - - - - 4 - - - - �� • J. A permit will be required from the San Bernardino County Transportation ' - ea Department prior to any encroachment or construction within the Trans- I a '_ W r.-x---.--x x r -1---- 4S portatlon Department Easu'ents or Right-of-Way. ta Q ? I j i 4. Adequate stakes shall be set by the Engineer to enable the Contractor M N b % ) h e( \ �EX/ST//YG' C.L. FENCE• `sO - N N V J to construct the work to the plan grades. kn. NI j+l Q k 3 tV kr et % I\ IV tkl 1/4. , st v S. yX,p�1�/ ; r �,7�''yl a ` p +ale y yo`X r a pyo 'fir \ \ ,7 % C1 4- �� OIQ ��, V k _ , k j ` �''. p y, aG y�! ) r/y"d `X": i`Y// \ ` pk R Q p n Yet kt y q A k ` Q 6. All sewer, gas, and water mains and laterals shall be constructed to each lV \ ` 1 ti V t� c 4 cIN so q Q y individual lot prior to paving. \ M W r-?,Tr x q� q� �Q t. hl INq 7. Compaction tests of embankment construction, trech back fll t, compacting Ls?) IiN ep 0 O \tC ~ \ t\ 1\ n TQ E\ °' M 4 1, N M a SAN BERNAKo�No FWY S-/O 44 original ground, and all subgrades shall be performed at no cost to San 41 n . \ Q V \ \ \ t` Bernardlno County. A written report with these Compaction tests shall • \ So(-ry e4' fAc/F/C .P.a/z-eoA0 SLOVER l.ff . f . be submitted to the Contracts Administration Division of the County Transportation Department for approval; prior to placement of base mat- J trials and/pr Surf acing. - AVE.e e. At the completion of paving, a materials report shall be submitted to Q TSL OYEiQ AYE the Contracts Engineer of the San Bernardino County Transportation De- EST/MATE OF QUANT/TIES p listing all tests of determinations completed to verity: (a) A. Valve, sieve analysis and sand equivalent of aggregate base. q1 i A.C. PAVEMENT 9520 SE a Q (b) Stability, oil content and sieve analysis of asphalt surface. p� vv � N Q 9. If asphalt concrete is to be placed directly on subgrade, a soil Steri- �W /�' RN B CURB GUTTER 3/0 L.F. 4f S/TE `I' \ tent regstered by the E.P.A. for use under A.C. and P.C.C. shall be DRIVE APPROACH - 360 S.Fe- k Q ' uniformlyapplied at the manufacturer's recommended rate for the full \ pavement width prior to paving. • Ar - �!� _- NI Q C 0 10 10. transportation approval goes not include estimate of quantities. - /2' e' is' es' is' I/EAOER--D EX/ST OVERLAY 4560 S.F. • V \ ki II. Curb and gutter, ross gutter and spandrel's shall be so constructed r�/yEAPRiQOAC// SANr4 ANA AY6 that a minimum of ponding occurs; sections having gradients of 0.50% I or flatter shall be water tested in the presence of the inspector I I •' p Immediately prior to tract re thaance. Seng shill which have water pend- ing more than 6' veldt or more than 1' long shall be tawcut and removed In lengths not less than 1' and replaced to reduce ponding to the 4 maximum specified. O / 3 IC ) 12. All s cer curb grade lines shalt be staked at 25' epos intervals and - �`ft FIELD BOOK REF. W. 0. No. forms certified by engineer before pouring concrete. - --p - - \\\n /4/FX SANDERSON ASSOC., INC. COUNTY OF SAN BERNARDINO T CJ ,r STREET IMPROVEMENT PLANS (/aa / /.35/e fo /900 9587- ARROW RTE., STE. H ROAD DEPARTMENT TO • RANCHO CUCAMONGA, CA. DESIGNED BY DRAWN BY CHECKED BY ROAD NO. 2.8S %) APPROVED BY SLOVER AVENUE 760 800 (714) 980-1211 91730 R K. G.B. FROM FILE [JO T YP/CAL SECT/ON Expires - SUBMITTED BY C.D.E •• • & STA. 7367.0 TO // 22.99 /38-/39 N.7."5. �/ - - ,yyy�,ra. 3-3E90 RECOMMENDED/AP ROVED BY ASST. COUNTY ENGR.-ROADS DATE DOU LAS (GOODMAN R.C.E. 28500 SHEET / of / . DATE 6/2587 FILE NO #7OZZ /'l., 8-31'87 APN 236-07/-13 SA W/38-/05 • MARK REVISIONS APPR DATE ASST. -ROA. DATE COUNTY ENGINEER DA'E a a till, a: ,ti u; nn.. ="Ta a +, ts^ - - -- - - - '-- a , B722 5358-1