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�. ..�. .� GENERAL NOTES { k I. All work shall be one in accordance with these pians and the 5an Bernardino County r ,4 RWlix R^" Standards and 5pecification5. 30' ¢ n4• 2. Street markers per 5an bernardino County Std. No. 303 and 301-A shall be constructed Qi each intersection . w 32' 12' •• a I°.g3. All pipe lines or subsiruciure5 of any kind and telephone or power poles , water meters, • in ! Lu i3' 13� valves, hydrants etc. shown or not 5hown on these plans within the limits of this Sub- �, 4 Ex151INo PVMT division or in adjacent areas where improvement work is to be done shall be removed k �„_ 12' 1' s• 1.5or relocated a5 required at no expense to the Son 6ecnardino County Road Department. M 4. Compaction tests, of embankment construction, trench backfill , com actin original P 9 9 KgET N2 9 ground, and all Sub- rade5 shall be performed at no cost to 5y an Bernardino Count . A written report with these compaction tests Shall be submitted to the Contract5 REMOVE 1' of t MEAooW SSReeT , :k EXI sT. PVM't. Ad ministrat ion Division of the Couni y Road Department for approval , prior to placement of base materials and dor surfacing . sS14EET N47 -----�� h 1W Per -_ 5. The responsibility of adjusting manhole covers , paving repair, paving replacement in sIx1H STREET connection with subdivision Sewer and water line insiallation5 will be the respon5i- biliiq of the owner , and shall be accomplished in compliance with County Ordinances. e I 6. When curb depressions are provided for driveways, complete driveway construction will be- required in accordance with County Road Depaftment Standard Drawing No. 51XT14 i;TREET 128 and related 5pecification5. 1. A permit will be required from the 5an Bernardino County Road Department prior to any INDEX MAP SCALE: 1"= 200' encroachment or construction within the Road Department's easements or rights-of-way. anr`r B. Adequate 5take5 Shall be sei by the engineer to enable the contractor to con5iruct ro the work to the plan grades. 30' S. Sub-grode 51ake5, 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 121 16 16• 12' crown points within 0.01 foot of sub-grade elevation and cii not more than 50 feet ' inierval5 . Additional stakes may be needed at warped or vertical curve area5. 5ub-grade 1.0.5' 2.54 5.6• 5.5' 12.5 10.5' stakes shall be in place prior to paving to permit Spot checking of sub-grade by 15 4' 4' ,s• inspection personnel . >- ? 10. All sewer ,gos and water mains and laterals shall be constructed to each individual lot, o ° prior to paving. a z an a r 5=.14`%r Ft LEVEE EINE = 5°'�'�r F} 11. "Al the completion of paving , a materials report Shall be Submitted to the Contract-5 Q33 0.33' Engineer of the Son Bernardino County Road Depoftment listing all te5t5 or delermina- .,•:, tion5 completed to verify" VICINITY MAP 2'O•IO (a) R- Value , sieve analysis and sand equivalent of aggregate ba5e5. SCALE : 1"= z000' (b) Stability , oil content and sieve anoly5i5 of asphalt surfacing . 2 I g I 2 CONSTRUCTION NOTES 12. "When Asphalt Concrete is, placed on native soil which con5i5t5 of a rocky material , the TYPICAL SE C T 10 N GO' RIIN sub-grade Shall be prepared bg removing all rocks which protrude above the 5ubgrade t� Construct Curb and Gutter per Std. Ho. 115 AMETHYST STREET — MEADOW STREET and oil voids or depressions cshail be filled with a fine graded material of a quality i r St . 109 T " MALACHITE AVENUE — KLUSMAN AVENUE better than the native material " . 2 Construct 5 dewolk per d No ype "B 2c " "A" 13. Bench Mark Oata = R.R. spike in west face of P P 0 911133 E at northeast comer of Q Construct Cross 6utter per Std. No. 119 Archibald Avenue and Sixth Street , Elevation 10(o1.054 . 5on Bernardino County bench Mark A- 155. ® Construct Wheel Chair Ramp per Std. No. 110 Construct Barricade per Std. No. 305 T. 1. SCHEDULE . . . . 6 Install 51reei Marker per Std. No. Ns, and 303-a 5T R ELI $1XTH STREET Install Clearance Marker per Std. No. 304 AMET14Y5T 51REET 5.5 � d - MEADOW STREET 5.0 for pavement and base re uiremer5ee -Si 'e+ 1 rlaM3 ' MALACHITE AVENUE 5.0 Q Construct Non- Retalning Concrete Blackwall per bid. No. 301 (H=6') KLuSMAN Ava:»uE s.o a 3 I I j r j . , McCUTCHAN a ASSOCIATES, I NC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. NO. - - <N X •- {• I .s--iy...y:.., .4.t —'.:r«!► «s...i». .-_•.`a+T.4'v`ai"s;f.A►.i 9.F.t h #-.JL.-..,a-a.w w.<.►.t...-.`Kik-ir-r-e►..�-:rK-..rr-, s!Io. ..s�:-++'. +e+.<ss.kmsV+s....*. res that he shah assume sale and complete responsibility for job ;# 2100'E. FOOTHILL BLVD. oELETEd rvoTE J4 .ErV cvnrsr�uorE6 2 9 R 0 A D DEPARTMENT TRACT NO. 9226 Contractor omp j PASADENA, CALIF. (213) - 681-2373 site conditions during the course of construction of this Project, including safety of all APPROVED 8Y STREET IMPROVEMENT PLAN ROAD NO. y DESIGNED BY DRAWN BY JCHECKEDBY persons and property; that this requirement shall apply continuously and not be lim- 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, FILE NO, in connection with the performance of work on this Project, excepting for liabi ity SUBMITTED BY C.D.E. ASST. COUNTY ENGR.-ROADS DATE is i R.C.E9890 RECOMMENDED/ PPROVED TITLE 5H E ET I arising from the sole negligence of the Owner or the Engineer. � Y „! DATE 20 7 SHEET I of 5 MARK REVISIONS APPR. DATE ASST.RO D COMMISSIONER EN ATE COUNTY ENGINEER DATE s. ;, _ : . I . I i � . �; I � I I I . I : A I . � . : I .- --- i , i - f .,.. , ' ` - - _4.. - o-. i• O� ` _ L_ 141E - ... • .. - - .. , _ - -. ( - - - { • _ /,� { ...-.. -.._. -_._.;..__.____,.__..__. >_..._..-_. ._, . _.__.. •___- .._t,--..,._._. __- .r,_._.�_:-,_. _- -_�.._..._._._--F--._. 1�.-=_.-.__.<._ ..._.__. .-- .-___ _..- -_ _ __ _._ _�_ __�`._.::--_ .-� .-__. ._--.-.'_ _ ._.__ _ -.»__._..__-.... .-_.-. ___..,._.....-.._- _.__.- _.___-___-"_._ _.'__ - _ __:_ _..._.-_._ ._. _ - __. .- -.�,..._ __'_`_ __. __. _ _.. __.__ __.. _ __ _-_._'___..< _ e:- -.- _. _...-_ lrlJ�' . " , • !! : { r - I : _ i I . : _ -. - : - D b Ca I _- _ _ :_ _ t_. - . , V _. _.. .. . 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X 4� 4N �'� �, Flo vwh` �. tX-F-L �' w REMOVE I OF EXIC31-PYM T. t JOIN w, �� ~�Q. v �.�Q. .0 2J ` ��� toga. ` 4�. ` �� 1�0� . 9M100f H•AUT ` `,�O�Q. ` b� `^�. ` ho `�l�Q `CQ� `�Q. `�'Q. b�Q. `\p, `\�� `��?� . `�V�Q. �v`b�Q `���Q' �10�4. �'�, tK1 �h o�` n"� s „¢ ^ h� ^° .h .h vT �,� �' �,` .h p`� ^0 d" �^ h`' ^" eh eY' c9 In N' h' y. �,s y N' -1p• y thy'�y ^. N. J�. y �J• y' �' yk• y. y. h. N. y N, y y. y. y ��.�h. y. N, y, y- 40 �J "p,�" _ R. `�'p°�' `�. `.�r>r. s �"p t, L �' L ` ` t t,•P'Q `�'�. <'R'e- `��. L� �. `�'.�. `�',�. `� a `�. `� �. `eo �. `�' .�. `�'�. _ I... . ui J ui ui ui _ iti i `�1ot " '' �^ �0 ^o •P 01 -�0� h° "� X01 a1 �1 °'� ^1 h1 K9 Q a. �Q �° "S' `�`' "^•av '�� Q `�' a' _lkl- Wmt ,p Q. —4 Q v` ��, Q. ��Q. 3 ' �Q moo,Q. ��d Q- ��Q. 11 I . 51XTN - 51 REST Z z w CONS TRUC T/ON /VOTES Cli r s /�-- co, -76Cvr°b orxa' a&tter- ,oer ✓fo! Mo. //5 o N �— Cor7efrucf Sidewa/k per Sid. /I/o. /09 TyooC A" 3l 400 3a•-•— Cor?,9frucf Crows Guf/er,per S/a.' /t/o. //9 1. i I __� CDNO 16zx CO[.. Off' .ezle lu9LL dl tre,r/G`*`&alt�D BEAM CAP 4�-- Cor/•sbwc1 D!/hee/ Ci�ir,po nd per $fd< /t/a. //O ,I� PZANT/tiG B,e,90" F/�t//SW' I7&_ hs/a// ClImm-a,7c-e "or.Eer ,oer $AO'�t/o. 304 '- - I:* E , co.1r..atacK V�4/ F cE --Consfi-ucf :P.?'/9s,�1G7/�Co�x°rer�on .,�.� i9,y.9'�7041 BQse or- ..�7'/9S�av/ Comae___�-� TYPE ,BET1vEEit/ P/E�P.S� I �� �___�� on /I/Obl/e 5•oi/. , Cover. wAzt ,of,Psrn.•3o% 9a-- Construct Non- Retaining Concrefe BfockwoH per 5fd. No. JO/ � 302 (H,G') � De-lai/ fiev-eor7, 0 5 s c�•�a FACE I = FlIVIS11 G,PAoE _DETA/L OF AVXZL ,^V 0/c/"SK-7' JS/,0A!rA 9LK .SCALE / "-/O' x I 111.1. s � McCUTCHAN a ASSOCIATES, INC. FIELD BOOK REF, COUNTY OF SAN BERNARDINO • W. NO. 3 • % \-[.'.�' .' ••D 2100 E. FOOTHILL BLVD. TRACT NO. 9226 / *4 e4i w CONT. 1. ADVO OFFSET S'/OEINfJL K GLfTA/L e.5» ROAD D-E P A R T M E N T . N ,e�¢ "XIS' t1E,e7' • Pte" PASADENA, CALIF. (213)—681-2373 ,002.0 S7.Pl/CTY/,PAL SEC,'/ON e19/» APPROVED BY STREET IMPROVEMENT PLAN ROAD No. UDESIGNED BY DRAWN BY CHECKED BY . FILE N0. 11 'i SUBMITTED BY C D.E. SIXTH 5T IRE ET D\Nc-,• NO. ��� P/�' G'O/VTZ,V&FaS I R.C.E.9890 RUBMITTE ED/ PPROVEO BY ASST. COUNTY ENGR.-ROADS GATE CONC,E'ET� BLOC.C� ` /fZ/- OETA/LS PLAN SCALE �`'^//,'�yl DATE a T SHEET 2 of 5 ' - 4Q' V%:�Z7& MARK REVISIONS APPR. DATE ASST.RO D COMMISSIONER PATE COUNTY ENGINEER DATE . { - j( - I �j /T S .• I - - _ _ _ - - - . I . � � ; ; I I . I : I . I . . I . I . I . . 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Alo. /09 Ty,ae'9 ' tip` 3 J -�. 43' wi Loc I I cy ^o a Q3 Coneb%lel Cross Gutter ,oer Std. No. //9 . .� c3 ci h� I u; co QI w V u, w ,� � II I u 6 , � d � >; ® COr 5041-ZICI W17ee/ Choir iPor"p ,oer 5AOe No. //O = c °' � & w m I 2 I ° I- o An*- I I 3 a a o ® Con5trucf BarriCo&e ,oer- S'/d. mo. .J05 's 305 a 11 v,�, �► �1 1 � #7 � .� �- Iri 3 i in �" K i e e _ 6 N 4 w 38 39 a) 0 1 ® ® Cons true t D.P�5 �slph4/f Conc rete ori 03,y-A,99re9a e Base �' �' or 0.33 "4-5,ph It Co�-7ci-efe ori /t/4,,`iYe Sol/ {rOrrr S,, • ZQ' CURB RET.DATA CURB RET. DATA 12' 18' 18• 12 in Ot35 "o ���34. 30' 44' &=90'00'00" A-93°02 05" CURB RET. DATA n , 2' 1 R-20' L-31.42' R=2o' L=32.4x3 4' 4' o= 94.43.04" CornstrU014 O•Z?5- SIZ hc0/f Concrd'1C on e7a5-i4q -d--d ,� T= 21.09' 15 R-' 20' L=33.06' • 15 Base or 47,3a-'As h4/J` Conere7`e oe7 Nc>>ive Soy/ Aln, 13` 13 s' T= 21.72' 1.6 sta- �t sa ro -6-ts0. I CONT'0• DN 5191. 4 CURVE DATA CARVE DATA . p= 5° W 30" &: 140 23' 'BY CONT'D. 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DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN MALACHITE AVENUE FILE N0. SUBMITTED BY C.D. ASST. COUNTY ENG R.-ROADS DATE �-f � 8� R.C.E.9890 ALDED 5r,eZ1CrV,eAL S•EC770AI - _ 1-.9177 RECOMMENDED/A PROV D BY v "'F'' Nd' 2//�/�� LOWERED MALACHITt? AVE: QEVISE (� QDES ON S/�O . KLUSMAN AVENUE 1P/` ! DATE = Wesi CUQ6 RETURN AT KLA MAN MCA�ow t01G176 SHEET 5 of 5 MARK REVISIONS APPR. DATE ASST ROAD COMMISSIONER E R. DATE COUNTY ENGINEER DATE 2 y&