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HomeMy WebLinkAbout5338-1 • . _ a .... ...._ . ... . ....._.. ... . f..eu .0:-...-6,.., .... .... ..-,.... .... . _ .. „_. _.. ..,•. _ _ :. . . ... .... . ...,. r. .. . ._ . ..: . .,- . . _.. _ � ta+"d�3.. .t . ,w .a a<� s.. . mi. r .7- x v, S_ .Yet-..�, i.. r . . ...c e e . 4� .ry.n.ir..n . . e. . .•<. --hti. +.:..svx.. , ,..xx ..' .�." . Y �§'e1_ -n.e .. T . i 11 . .. '^ W yg.'..t+ ".�uSaY�te - .. . . $.vs, ..� `„.'Y� ��.5, :.t �...wti.n.E. - }.a::n '.a. •.` - tv . . v . . � - mf 41.27 PLY:C. 31.420C- ' 4 � "'� i PROPOSED T.C. � ; � � � NN � _ 18' LT t . O ccs ' w0. c o ; y. —� .:i . � n O ° , .:: moi. z N CO N 1--- di 1� 4ln N 940 LT 4.,,40,./..„..0.0""; I. _.. f XIST. GROUND - _ /D 'No @ 25 LT. F�,T a . = q� N ! Oe A a --- TS i s v _ 22 SB.C.DE. �_ -- 1 � � N :. — _ ° ° 2' 4' 14' 4-' 2' �.m s o PROPOSED GRADE @ c_ : I _ +1.00 l° 0.55 /° ic o o l +0.40% NT C...)• o• n I a. tilto JCC A-A s = @ „,-.4- NO NN _. . S i _6-. , ... . z - f.: VN 50'KC. _ — — -- PROPOSED T.C: • t I , RT 6o°la, 4., o.roo�° l@ p � � 0 040 7. . = +0.40°4 �m �� 0 a ele Ma ea m es... c.-.,..<- - ry -:i y J--- 3. h Ci `.O �O.' dl dam' w KI: A'S co V . •I __ "O"O'�4' . .- i < `- , _F:._ _n,N_ # .. . �a a/6 0/c9 616 6 6 oi60 o/6 r No { 29.96'TYR + V 1 8 Vanes .5 _ @ 25 RT. n 2' or e5 4' 2' ar e _ b _ ' 975 OC �n ' ” A/4v + 40.57 0 C. / -� Var'e Max. `Varies, 211 1 NG 1 I a, Max _ 40 57'0.C. 17 52: 5 3142 O.C. y Sec. b - 5 y i:_ .. - _ ,cs4;Jc—• .40.-,..e. s gni 4 4 0 2 i �.J��3 5 6 7 I \ �<0 k` ' North Line GENERAL N0TE5 : � A3 2. ,, b' n)' PARCEL 3 �' ' P M. 4459 A3r6B o " L • > 1 I 1-Io t.) All work shall be done in accordance with these plans and the Son bernor- -..�e� O/FTC' ���y. �O V lino Count Standards and Specifications. �` �� . - -- Q� © l R� a \ LO BAN 6ERNARDINO FRWY Y pti0 �� F`'• S Nor1°37'23"E k'�A^ 16 _`�xa"'� \ �y� A �1 I 2) Street Markers per Son Bernardino County SPd. No. 303 303w, and C �`• 'ti°�� i 0 ��"Fy °°F^^�� �' O. + & 303b), shall be constructed at each intersection. /�l/�Nv � °" _�- O �\p 'v ' c4 L ; — \ SL OVER AVE. 3) If' asphalt concrete is to be placed directly on subgrade of road or .. O ' _ ;�°�o © %� a9Q%? drainage facilities, a soil sterilant registered by the E.PA. for use under I ml — _ �r�• 4434 < A.C. and FCC. shall be uniformly applied at the manufacturer's regio �o G I I gF R ?9 -r mmended rate for the full pavement width prior to paving. (1111rL3 ml Q�/ 47,„‘, 52 6 6 ,, i t ?Jinn �52/G6 W &) At the completion of rough grading, a materials report and the proposed w W w 71 of R��w �• � N ��p a ¢ ¢ Structural section shall be submitted bythe tract engineer to pthe San )2 / a' <toI � sf PARCEL4 " ` •_ ✓F g % - PM. \313 S�T�cr SANTA ANA AVE bernardino County Transportation. Dept. for review and evaluation . Approval O i �I '1� AVE_ - will be given When all structural section requirements have been met D c I I • Pna. 52/n a 5) Compaction tests of embankment construction, trench baekfi(l�Compaeting N L- -_I original ground, and all sub-grades shall be performed at no cost to ��w 4�� / I BC San bernardino County. A written report with these compaction tests ;i I hti z z ', \^o CURVE DATA ; ° a m ¢ shall be submitted to the Contracts Administration Division of the do �� 0 R A L T ,uRu A Ave. Son Bernardino County Transportation Depf for approval, prior to place- _ _24-2_6.9_2 _ _ _ _ M P merit of base materials and/or surfacing. 'D x`� A 20' 90° 00' 00" 3142'. 20' INDEX is a�"' I B.Gr; 1 ��� o�� ' — ° 8 150' 89° 59' 03" 235.58' 14996' 6.) At the completion of paving, a materials report shall be submitted to the F� (to C 1G5' 89° . 59 03" 263.55' 167-95' \IC) N I i Y MArI ® Contracts Engineer of the San bernardino County Transportation Dept. listing I �; D 132' 89° 59' 03" 20731' 131.94' I all tests or determinations completed to Verify : __ 40' 257° 2S` 44" 179.75' o.) R Value, Breve analysis and sand equivalent of aggregate bases. r too' 38° 44' 22" 4057' 21.09' b) Stability, oil conteni and sieve analysis of asphalt surfacing. © R/w RAW - 7.) An encroachment permit must first be obtained from the County Transportation 1 I I 50' Dept• prior to making application of a grading permit or building permit. 25' I 8) A permit shall be obtained from the County Transportation Dept. prior to as 25' 25 any CorefrUCfion On this project.7 1a is 79) All pipe ►fines or substructures of any Rind,and telephone or power pates { I I 7' �8' Ia' 7' 1 water meters, valves, hydrants, etc., shown or not shown on these plans within 12.5' 5.5' 55' 12.5' the limits of this development or in adjacent areas Where improvement r be \ I �ONS'T NOTES : . I - Z 1 z work is to be done shall be removed or relocated at Developer's expense, and vlConst. 8 Curb Gutter Per Std. ll5 ° 0 s s 0 ° at no cost to the Son >3ernordino County Transportation Dept. It shall be 0 �4 1 2% /4 : 1 f - 2°�° ~ the Owners responsibility to notify all agencies concerned. =�i I w co A Q Const A.C. Pavement Per Soils Report - o.2s a.c. ovEe PREPARE-Z) S ,s4�kaE ' For Calabash Ave. Improvements N ro Q Const X Gutter Spandrels Per Std. 119 Q R=7o Csr Ex�aaTON� la) Curb and gutter, crossqutter and spandrels shall be so constructed that a See Plans For Calabash Ave., ± +' ® Const. Driveway Per Std. # 129 ( Width = ?Co') o.ss'a.�. o✓FR oREn�aRSD Ti = �.s minimum of ponding occurs-, sections having gradients of 0.50% or flatter Rd. No. 200250 Limits I!r?-III = • C _ to 7 Til IC.'►L SECTION ZI I-IOdI�PCt ��0 QCLEP'F-pYalYLQS�e `'u84aA.E Q Shall be water tested in the presence of the inspector immediately prior b, 0+42 B.C.R. ( _ _, _ I o+42 E.C.R. to tract acceptance. Sections which have water ponding more than 6'" wide s' ®�,,� 3 \ Lk\ or more than 4 long shall be 5awcut and removed in lengths not less than I�. II _ - 4' and replaced to reduce ponding to the maximum specified. , .• . roe* . w bo_Ix . y� ib� • -•�` o�� ' - - - c0 I 135 x — _-�>W CArz.,,,, 5 /i!/C.t/UC •' �� � \ °� FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.O. NO. Irfl ROAD DEPARTMENT o .1 IId(� I� �� R F . 105{- AVENUE ROAD NO. jiQj 1j11j jrRq DESIGNED BY DRAWN BY C K D V' APPROVED BY 708100 OQ I o0 0 == = = == _ = = = _ _ _ _ _ _ _ _ __ _ __ _ f(�II1��,LfjJ9IJfA1Jln (J I' • P.O. BOX 3767 M.�. 77-01039 Yrgc LIMITS Bench Mark : Fd. R.R. SpiKe @ I/IiC.D.E. gSST.COUNTY ENGR. ROADS DATE lnt. of Calabash Ave. Santa D=no SAN BERNARDINO, CA 9240 suBMlrreD Bv_ 13b _)39 A M.S. 79 -n19lo o Ave. Per C.5.F.8. 8-19, Elev. • 954.42 -6yy�o Rce, tram Ll ADDE2 sr/2 yL?uRALsE Cram/ 6` Ie l!y tS'8S1 L MARK REVISIONS APPR DATEMMISSIONEFl EIVGII DATE COUNTY ENGINEER 236 ISI - 54 _.. __ _. _ _.. - ..,_.. ..., ... ., ..__.. . .- ._._ - _ .. EI DATE . . 4._.3 ¢.}. }c...,.."-- _......--05,.,,,-,2r. .,, r 6. x s m.• c Yo-. ..• uGU3T O,14$ ROAD coSHEET of . :....c._...r� xs.3., ��F. . >,._ ,a .. . _.,. .� �s'.:�'....,., . . a ...r .. ._... . .,-. . , .„ •� e> ,a4.. .. wz.. . .. ..i.,.t -?�?,�ai�'.v�,.}��.rr:: �.n•u :� �<� " _ _ , 9,. "¢; .r- •^s,.a2'"u a. <� .* � lien@ z w_. a �'�'z" ';'. -_. -� 5338-1