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HomeMy WebLinkAbout491 m- 1 • 24' GENERAL NOTES /. All wwrk sho// be done in occordonce with (hese pfornsand -The i Stondo�-d Spec/f/cations o{ /he Counfy o{ SQn Ber C7r-dino. 44 44f 2. BENCf-I MARK 5tondo�d U. S. G.S brcrss dis�F in P. C"C: rnonum enf Bvsc/ir7eand O. 7 m ilcs W o{- line yard Ave. StomPcd H-10 1454 /93-E3 E/evafion ' 1453.7s �. Street markers pen Son Bemordii�o Counfy Std. A/o. 303 0'303A 3hc7I/ --� - SEE SHEET N O. 4 cif each infe�secfion. //nes or sub�sl`rcxfures o{c7r7y kind arrd YWe hone or ower s water mefr_rs, vOlvGS, hyd/-t7/ ts, aft., shown or rot shown on these ,o%r7s within the //rn i fs of this subdivision or in ad,jocer?f amps where IMONTE`VtSTA STlim/overr�enf yverk is fo be shot/oe removed o bdone ht/ bver- re%toted cis Aq iroof no, Oevarfm en f O ` I •.._ LURLINE ST. w 5 ON Its IS C1` t"IVRI�IEIIT tO1t5TRUC7t fEXEi'OCW BUI(FTLL ftc l l 01"91NAt 91100ND An ALL 11"-"AM "ALL W PER' 1N O T N ( 2 3 4 5 G 7 $ I 0 ( 1 O C T TO SAN BERNARDINO COUNTY. COUNTf STANDARD SPECIFICATIONS SECTION IN SHALL St SUPERSEDED TO READ "THE RELATIVE I COMPACTION OF THE LAYER 0.5 FEET TO 1.5 FEET BELOW THE GRADING PLANE SHALL BE 90 PERCENT IN LIEU OF THE 95 PtRCENT COMPACTION W S d LA VINE g REQUIRED TO A MINIMUM OF 2.5 FEET BELOW FINISHED GRADE IN STATE STANDARD SPECIFICATIONS SECTION 19-5.03." A WRITTEN REPORT' W ( < r WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR : _ APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND OR SURFACING. co I y; Conncl5 A � Instal/ / 'service necfiana TyP) �o•4d s Z � h - i _ ------------ ---------�-- �. 7-hC res r�sibi/if of'od t�csfin morThofe covars oviri r� ( . N3 SEE SHEET N O. 3 r� Po Y J 9 P 9 P 60� o0 60.00 ro.00 6a.00 60.00 •ers:6� and /onvin9 rep%cement in connection with subdivision sewer �4 i line insfo/%�(ions wi// be the �esoansi,bi/ify of the owner', and be occom�/fished in compo//once with ordinance / 10. 8/5 . LOMITA -!n5'f0//6 ' Water A4 /nDRIVE- W - L_•�T" i LOT A w rr titi _ y T R A C T 7. When curb depressions ort "provided fnr dr-i vewc�ys, camP/ete tiV o�onoge < N p . ; d�-ivewcry construefion Wi// be r-equir-ed in occor-donee Lvi/h �o s�.zo ro.00 coo.00' �o.00" �o.00 �o.00 �o.00' �.�s' �3s ""`-`-`-`�-- ------------ Counfy F2oc7d Oe�ovrtmer7f Stc7ndc7r•o� Or-owir�c� /Vo. /28 and re%fed m Instal/ Fire 11 d. A s�mb/ ---- - Y Y Instal/ ire t/yd. semb/y o-2� 3� 80 9 i sPeci ficc2 fi ons. z fnsrl3t/ 8/o,v ibcsz�rbly i e ,4 perm/f will be rec/uircd fon the Son Ber-nc7rdino Counfy mood U Q I L`>1" i Ocioor finenf pr - to corny er�croochmenf or construction wi/Nin �lrj _j ` - ; the Son Bemor-lino Cour/y easements or• r-fights-of=way. b W i Z I 22 24 . 20 19 18 17 16 15 14 13 12 BASE LINE 9 When the roadbed hos been graded A0 the oPP1-0Xirrmote e/evvfion and cross section . 01/ rocks over a' inches in diameter and other- urnsuifcoble 0 Q I matt/-icrls shot/ be removed {ram the upper Co inches of 7i`c roadbed h v VICINITY MAP and d%loosed of Contractor rnoy {urnish os on o/fer-note Zz inches .� I of C/crss 0 A. B. os o cover coon which /o Pre/oor� subgrcide. S E SHE E T N O. 5 /O. Shodinc7 on sfroef ,olarns /ndicote A. C' �oovement fo be instal/ed. -a _o , Ary contractor- performing w+�rk on Phis PrCJecf sho// fomihor-ize himse/f with the site and shall be sole/y /-es/oon5ib/e for ony damage fo existing . I a:�: � b foci/i fres r-esu/fir�g direct/y or- mdirecf/y from his ooer-e7/ions, livhether• ! WATER SYSTEM 81 INDEX MAP F - or- riot such focllifies ore shown on these /tarns . w ' SCAL E = 1" = 6 0 c Z 12. ADEQUATE STAKES SMALL #E SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONST-RUCI THE WM TO TWE PLAN GRADIS. p, 13. SUB-GRADE STAKES, DRIVEN TO TNT 'PAVEI�IENT SUB-TIRADE ELEVATION SMALL BE SET tlY THE CONTRACTOR OR ENGINEER. THE STAKES WALL h ISE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIi 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAYING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. I Q/r�1L►e fit. ALL SEWER AND MATER MAINS AND LATERALS SMALL 8E COt15TRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO AV[". ' 15. AT TIE COMPtET1OIF'OF ROUGH GRADING -fA MATERIALS REPORT AND THE PPOPOM STP,UCT,10-L SECTION SHALL $E- SUIPI1TEV IT.TIM 1*ACT WATER SYSTEM NOTES �I___� � IIGINEER TO THE'SUB-DIVISION SECTI�11 OF THE SAM BERNARDINO COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL -----' GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. Tire crime yvz�fr� - BASE LINE 1 r .system shall conform to the �,r�ecificofions orTd s qui2rnenfs of- the Cucomorgo ebunfy Wafer Uisfricf ff. *AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO E CONTRACTS EiIGtNEER OF THE SAN SMARDINO COUNTY _ ROAD} DEPARTMENT LISTING ALL tESTS OR DETERMINATIONS COMPLETED TO VERIFYc� 2. .A// yvoter- rnairrs shofl be irTsfc�//cd Wifh 30 rrijn. cover and sho// 4 r (A) R-VALUE, SIEVE OALYSIS AND SAND EQUIVALENT OF AGGREGATE OASES. be f/usheo° crud dis`/n feefed ,aer A.lit . iN.A. �SfarTdaro's ,prior fo case. t�t� t&tfff-ft �f jn Mom70, 10 ejXWod V* plaft Of dampstic water system for Tract No. 8089 , �j they t the (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING, • 7 77e sfa fi c wo ter r-essur� is 145- O A P:S j, uirements of the California Section of the , rerican Water Works 17. III DEPAR'INEWI APPROVAL DOES NOT INCLUDE APPROVAL OF WATER SYSTEM 01 ESTI14ATE OF QUARTITTES. Association Standards and the San Bernardino County Standards for {ire* t)yctranf itrs/� `/Ma-AiarJST ;sho/l c-�rrn to sf4ndQrz7r C&C7PVing 11inimum requirements fdr safe practice in the production and dis- - tribution of water for dstic use. 3/0 �d -3// of ffic kbao' L�1oortMV7Ye .5fondrn-d S�aeci cc�fions and ffie Cucamor7gv c y y f , ESTIMATE OF QUANTI TIES f Counfy Wm/er Oisfric>` fy�oico/ {ire h dronf os'sem b! �r�oi/. �'he d3[St2 3�ttoE't � j 5. Legend� '�y5'tetm a'nCf t�iT17`sSSit?!'I' f1�ITi �t pD2Rt A-7eicofcs-fEGc I; ceirienf /fined, 40*I-elf amply to this Tract are adequate to Supply water to all sections /TEM DESCRIPTION QUANT/ UNIT REMARKS ► W,-goped ,aloe. of the Tract, in accordance with Section 5.21 of the above Quoted Ste{ existing water-r-r7oir7 standards. gate vo/v° and valve ,hex oss-err�bfyhZselyd sgv�rre ITl tip df north C/eori and Site ,are rofior� Lum/v Sum L.S. I fire hydrant ossern6/y end curb return N.W. corner Alta ornd Grc�din m 6677 L.S 5ce Grodi�g P/on�.�..� 2 Exco vo ion Lu �----- Indicates /" w4fer service conr7ec/Torr kC31Se 7►_ 7_ 7�. Cuesta 8nd Via LIAd�Cra -,3A. 0..35'thicic A.0 Pavement on Carne/ior7 Street 3500" S.F. By S.B. CO U17 of lkrr/o/oersEx rxz� r ' 3. 0.25' thick A. C' rcovemen 55,200 SF includes A.C. drain o--- - Indlc-o><es 6/o►M- o>�f vssemb/y. Elevation ,'t 1 .65 4. PCC. Curb �Pelurns 63 L:F 5• PCC Curb f Gutter !2" C. 10= 324 L.F. A-223 Mev. 1461 .•4153 _ p'ez' County PI a n, � 6. .PCC. Curb � Gutf er 8" C F. 1,167 File No. 157650AA) r 7 JV1o5'on r _ 'Wo// '_?0'/7A7/7 ___ '40 L.p- 5fr/ Sof ('/Modified) 77`iis cerfrfies thQf thes`ealvrrs rand e i{ic�fions 8 onry Wo!! 6'ri�' h 261 L.F. Per 5101. 00/ hove been reviewed by, c�nd etre here o raved f Mos y by PP ,9. MoSonry l�t/o// 42 h�' ti '_ 63 L.F, r- 5/01 ,�o/ (Mode' ied� by the Cucamorayo Coun INofer �isi`ricf ono' this CONST. BENCH MARK agency is willing and ab/e fo sumo/y vvofer fo 2" Iron /o. PCC Sidc o k 4' thick6670 S.F. I very /of !n th/s frcTef irn oc�ora'onee wiff7 the Pt�rs p/F� 4f ff� S.W ct�rr�r //. 8"A. C.Be/--/77 492 L.F. Wafer Lows of the vfofc of Co/i{or�io. of Trod No. 8089. 44 Easf of A?. f-'cC Alle A,o rboch 8"{flick _ _ 5/5 5F. I=- f of Came/ion Sf 0/ 5'/0 5,140t 69 E/e✓ /463.75 /4. F. C. Cress-Gutter and 5 ondre/ a"f�,�ck 4 94 15.11c- 4r-9 Atssi �Pir/j? i Ji? 18�7Z . /5 6 high Chain Lii7k Ferocc 403 L. WATER -., SYSTEM s 9",-2 ed � e o fe _ _ -- I Street nom e i n ESTIMATE" OF QUANTITIES - / i8 Guard Posts in 4.C. Drain 3 Each /TEM DESCRIPTION QUANTI UNIT REMARKS /9. PG e. Orcrin Out/ef , 4"thick 47 SF. see Sheet 6 lot;/ prcatccfich syaterr� ;o�iarzwccf= - 20. Coccal L�pression ! Each /. " Wo fcr Moin s 9 o L.F. 2/. R.G Bcvt P. c.C A�oror7 1 Foch �f. __ JQ-lB- 7,2 _ _ / F_c7ch Excludes 6-V 47 F.f/Assem. 22. Mosonr �PCA0i,7in Wo// -409 L.F. See Sheet 2 1/c�/ve C ie , A Lorna Fire Ois ric .3. /"Service Connect/on 23 Ecoch 4. Fire Nydrz7rf Assembly 3 Each 5. slow- of{ Aa'sc/r7b/y / Eoch _I ASSOCIATED ENGINEERS FIELD 800K REF. COUP `'Y OF SAN BERNARDINO MIPROVEMEN`� PLANS W. 0. No. 316 EAST "E" STREET -- ROAD D EPARTM ENT TRACT NO. 8089 R©AIS Na. ONTARIO, CALIF., 91761 Designed BY A�ZDVED BY 714-986-5918 f Drown By GENERAL NOTES QUANTITIES Fila NO. Checked By �``j Y. ASST RUA[r COVIV1SSIONER•UNGR. DATE INDEX MAP AND WATER SYSTEM . F n ._. S Recommended Bir MARIA REVf�IUNS APPR DATE __---_� _ COUNTY WWR --i t€- R�� �3��------_-��- DATE - ALTA COMA DISTRICT SI•�EET ___..�__-. of 69-16 r } I ; 1. �, a a!'' ,, ; ml' , �` � ,3;13'[q�a#<;�riy,f�j� tti � �„ �r-.•; , t , BASELINE ROAD 0 i C G -. f _ w , j ti T.C. 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