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ti . T. GENERAL NOTES 0 fid, on ch, .'J°J. 1. All work shall be done i n c accordance with these plans and the San Bernardino Goon Gbndards and 5 ci4ica+torr. Ad 2 . Bench Mark Data: Chis square East curb Ber 1 St. 6 • li _ _ _ y North of South tract line boundary, W V V Tract 6313. E1. 171.9 . 14. 9' a/ W v 4 _ 3. Street markers per San Bernardino County Std. No. 303 & 303-A shall be constructed at each p� to intersection_ . v 4. All pipe lines or substructures P P e of any kind shown or not shown on these plans within the h h pm W limits of this subdivision or in adjacent areas where improvement e _m rovement work is to be donshall h /Vo7f 7 R be removed or relocated as required at no expense to the San Bernardino County Road Department. 5. Compaction tests of embankment construction trench backfill, com actin original TO Nol-f17 CUI-hand g nal ground, A O �� all sub-grades shall be performed at. no cost to San Bernardino County .compacting Standard � l9 hN N G _ y y - OhO� 'n ` 0.80� 0 _ A written report-206 X2060 _ __ _ .: _ � ° _ '_ .. .. � _ _ _. t with these compaction tests Shill be P } submitted to the Contracts Administration Division of the County Road Department for approval, _. prior- to placement oar_ base materials and/or surfacing. - _. 6. The responsibility of ad ' So'V,C. V � _ P y 3usting manhole covers , paving repair, paving replacement in connection with subdivision/208/ I n sewer line installations will be the res onsibilit. of the owner, and shall p be accomplished in compliance wit'l Ordinance No. 815. J W a/4 a/4Ad4 d Cj -- - -- 7. curb depressions are provided for driveways, complete driveway construction will be Q _ When Y P Y ; re uired in accordance with V '*� W �, q Count./ Road Department Standard DrawingNo. 128 and related V specifications. ~ h d 4 V 1� tt �. CV W J t �1# t L h a erre eem P 3 843 A€ �= h `h '+�. '� . . � � - 8• � � ��•t e�-� a�-F ;re• �-� a r�d the ^rem,e����--s.*,- } .., -� �-s�}h C9 � feel � MM i RQ `e f P -�T � O � �( t n t�-��- -x 1-• i-r=i r •F>>r 7 � N d . _ -�3`•�*-3,t?'Ec P"� �t1-��-�'R-�rk> >T-� �� � �} ' �, y, i �• C�CI'T� "STT E�-f�T �� �2•1�n [� o ter�m - - � nts--hav • ti� b O W� , 9 . When As' hal} concre+e is laced on ns+ive 561 which consist 'b P sof rocky R , H O p i P a ma+eria! the sabgrade shall be prepared b remail �- O `� + ^ all rocks which proru a above the Sub rade and all ioi8S or de ressions shall be filled wi+h a fi d ne g a e male 2060 ��g_ _ ' ___ ``' ° `^ o h o Wh D6d of a uali+y bF+ke- ihan +he na+ive ms- erlal. P r d a I :64.15yonCA` 39.°10 Ci On cb, ti 3g `-mil"-will be. r"ebuirecT tro-'ttie 5a7h ter nai'rdf fio' Cbunt Road Department� .P� 1 y for to any P /9531 b. 'encroachment or construction within the Road Department ' s easements or rights-of-way . O On C ` 11. Adequate stakes shall be set by the engi_:zeer to enable the contractor to construct the work to the plan grades . W 4/4 a/4 d ¢ A14 ; 12. Sub-grade stakes driven to h v - , . � r• � _ _ _ _ _ _ g the pavement sub grade elevations , shall be set b� the contractor V or engineer. The stakes shall be set at all hinge , ed e of pavement and crown points within { 0 . 01 foo f s - g P t o sub-grade elevation and at IlOt more than 50 foot intervals . Additional stakes m r n oc a t ! may be needed at gar ed or vertical curve areas . Sub-grade stakes shall be in lac OO SOZIM Cu,-h Y P g place prior Ql O ^ H V to paving to permit spot checking of sub--grade by inspection personnel. v09 SOU2�f1 �i OO O O� m V 13. "A permit from the San Bernardino County Flood Control District will be required prior to any 2 ,i '�;� O h { encroachments or construction within Flood Control Right-of-jay. Permit must be applied for o Qh ph hqp at the District 's office thirty (30) days prior to construction for actual work. " 2'06 2060 _ O h ^ b Q 14 .- All water mains and laterals shall be constructed to each individual lot, prior to paving. h `y 15. "At the completion of paving, a materials report shall be submitted to the Contracts Engineer h h of the San Bernardino County Road Department listing all tests or determinations completed to - - verify: " (a) R-value, sieve analysis and sand equivalent of aggregate bases . ` (b) Stability, of convent and s e e analysis of asphalt Surfacing. i PROFILE SCALES y HOR/Z VERT. !" 4' I Q _ PLAN SCALE Varve Dafa h= 40' Curb Rtn. . 4 •36 052 ' /2" 'd eo* R R =50 L =32./8 T'/6,07 (� Cb R =(o'2 L -39.90 T=20.4;7 ��,0 L =3/.42 gre \\ \ 8 .y .4LMOND AVE. dop _ e c �� \ PG c� J, \ 5Iwo 100 ti Curve Da la o 1,10 E d a 253°44 ' 24" o� p �7.l8 A L MOND AVE. R R=50 L -22143 Cb R=36 ' L -/,08. 29 ti0�� mBelk W ��• _ SURREY x Q yea Q © �' � Q �'� Drainage �rrrcturr See Ci�adin_q R/an� /B I �0 e r �a+Mf 3 ! 2 /=400' o o: � G� Curb Rfh 41 SU N RREY L IV � P Q 9O° h W J i RREY L U � I9 `� 20 J R-20 Q a 6608 Z j 4 3 2 Q L = 3142 j T NO' Q k h AC, R H/L L SIDE ROA D GJ� -\ HILLS/DE Rr D. I- •t••;.:= 1r:•: :r: ; Curve Dafa God Curve Dafa VICINITY MAP INDEX MAP d - 46°08 '50 " R R=50 I- -32./B r-1,0.67 /V R R= /20 L = e6,65 Cb. R-62'L* 39.90 7x-2047 N. Cb R =/32 L =/040.32 ¢ R-/50 L- /20.8/ T=63.90 30 ' 3 S. CbR= /68 L = 13.53/ /2 ' /8 ' l8' l2' S R= 180 L =144.97 0� _0 0.10 0�' ► _ 01 S/o t evil L,�� S/o a %4 ";/' 8�f ® PREPARED 6Y FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. N0. D 8c•f ANDREASEN ENGINEERING Co. TRACT NO. 8608 ROAD DEPARTMENT j e �t �r ,[� 777 EAST HO LT AVENUE STREET /MPROVEMENT PLAN ROAD NO. Cansr� P.C.C. curb COnsfO.2o�4 C, PaVe/77e1I L•.. Ca?$ CC Curb I 6411 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY # '� A per 5�d. # 115 POMONA, CALIF. 714 - 623-1595 M. A.0.C. 6u��er per 45A ! //S A. G SURREY LANE R.E. 05 L,ned oof G.►,Notes 8 Adrec/Str. ,,t;or, 'G SUBMITTED BY C.O.E. PEARL ST. TO 392.3/ W'LY FILE N0. SZ ; ASST. 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