Loading...
HomeMy WebLinkAbout591 I •� GENERAL NOTES _ 1. All work shall be done in accordance with these plans and the San Bernardino"County • o •ta' lo`" 51andord5 and 5pecificotions.. � 4 ea• 2. Street tnarkers per San Bernardino County 'Std. No. 303 and 103_A 'shalt be earl51ruded CAMERON 5T. alt each intersect ion . /to )51 3. All pipe lines or subsiruciurn of any kind and telephone or power poles water meters, 1T IV valves, hydrants etc- shown or not shown on thecae plans within the limits of this sub- 00 ,a J EXI1511N6 PVMIT. division or in adjacent areas where improvement work i5 to be done stall be removed DEERBROOK Sheffr ` 1 IZ' r i. or relocated a5 required at no expense to the San Bernardino County Road Department. D- r14 1 71-7 A. Compaction tests of embankment cansiruction, trench backfill , compactinq original V DEERSROCK 5 _ � =M& ,10� �11 ground, and all sub-grades shall be performed al no cost to San Bernardino County. rNe4o 1 ,�.• td. arA written report with these compaction iest5•Shall be submitted to the Contractsfir/// Exis . VM'T. Administration Division of the Couniy Road Department for approval , prior to �'? N 0% placement of base materials and /or Surfacing . �� ?.. =_ �— 5. -The responsibility of ad jusiing manhole lovers , paving repair, paving teplocement in b� connection With subdivision Sewer and water line insiallation5 will be the responsi- bility of the owner , and shall be accomplished in compliance with County Ordinances. 6. When curb depressions are provided for driveways, complete driveway construciian will be required in accordance with County Road Departmerii Standard Drawing No. • - SIXTH STREET 126 and related specifications. ' T A permit will be required from the San Bernardino County Road Depa mnt prior to 110EX MAP encroachment or construction within the Road De rimeni,s easements at r his-of-aq- SCALE 1"= 204' _ y 1 err + r 6. Adequate stakes shalt be sei by the engineer to enable the contractor to consiruci the work to the plan grades. ' 9. Sub-grode stakes , driven to the pavement sub-grade elevations , shall be sei by the ' contractor or engineer . The stokes *shall be sei at all hinge, edge of pavement and z• 18• la• r ib' 12• crown paints within 0.01 foot of sub-grade elevation and ai not more than 50 feet ' inlerval5 . Additional stakes may be needed at warped or vertical curve areag• Sub-grade as• C 0.51 11.5' &51 s.s• ns, o. • 4• os= r, 0.6' r . pie Stakes shall be in place prior to paving to permit Spot checking of sub-grade by i�Y • ,�,• �- inspect ion personnel . w 10. All 1. suer ,gas and water �in5 and laterals Shall be tanst rucfied to each Individual tot, prior to paving ars I +ori s=y- ung �iqE �n�"Per f}. ��• r 1�+• VEL ►• F 11. `Al the compiei ion of paving , D Iflaterial5 report �hatt be Submitted to the Contracts 0.33' I 0hb�.33' a 3 � � • Engineer of the San Bernardino County Road Depariment listing all tests or deierminal- ;:� • ions completed o verify" . 70% Z� �' �- (a) R- Value , sieve analysis and sand equivalent of coAregaie bases. (b) Stability , oil content and bieve anoiysi5 of asphalt surfacing . CONSTRUCTION NOTES - 17. "when Asphalt Concrete is placed on native soil which consists of a rocky material ,the . AMETItYST STREET ' AMETHYST STRE�T OEERBROOK STREET sub-grade shall be prepared by removing all rocks which protrude Qbove the 5ubcjrade • 0 Construct Curb and Gutter per Std. No. lis _ CAMERON STREET MEADOW SZREET and all voids or depressions Shall be filled with a fine graded malierial of Q quality , az Construct Sidewalk per Std. No. 109 Type *T . MALACHITE AVENUE LA410M STREET better than the native material " . Z-a �� n a �• n N .. w•w j 1 • i H 1 - 13. bench dark Data : R.R. spike in crest face of P.P• It 91T133 E at norteasi corner dt , s Construct Cross &utter per'5td- No. 119 1 Archibald Avenue and Sixth street , Elevation 1061.054 . Son Bernardino County bench Mark A- 155 . Construct Wheel Chair Ramp per Std. go. 110 - 14. kt }hP co,10e' of rc. ioh , Consiruct Barricade per W. No. 305 } `Jr,P' r I y i " . • r. � : k Q Install Street Marker per Sid. leo. 503 and 305-a e( I M ( r 0 i Install Clearance Marker per Std. No. 304 _ C . • r _ Fut. O P � _ . ` ` , � WW © for pavement and base requiremeni5 see sfrect�mprovemen • 12, 9O Rcrrfwe bocci C o do l , FUT. dim IMP. Qtinstrucf Non -RetO/nir7g Gbnerete Stock wol/ per Sfa 1. I. 5 C H E D U L E f 1'' 4• 4' 1.5 IVa, 30/ 0�7d 302 (H 6') STREET T.1. stat 51XTH STREET �.o = m o , ` AMETHYST STREET S5 i °' °� or LkMN STREET Sp s S`Ib"PFR Fr. �_ •Pt ' MALACHITE AVENUE .So tEVEt 1ME 5�-�- MEAOOW 51REET s.0 jT'— • OEE(;;BROOK STREET .5.0 - . V1C1NiT1 MAP CAMERON STREET .S.O •• I SCALE: i"=2000' DEERBROOK STREET } FROM STA. 3100.55 TO STA. 5t09.25 _ . .. . _ . . . . _ . McCUTCHAN � ASSOCIATES. INC. FIELD 800K FrEF. W.o. No. - COUNTY OF SAN BERNARDINO TRACT NO. 9255 ' 1 Contraetm agrees ttiat he Aall »>t ume!64e old emroete •ity fbr job ' 210 0 E. FOOTHILL BLVD. ECETEDNOTE 74 ,PEu co.�s7-.vorF 8 Pa-� ROAD DEPARTMENT ' t PASADENA CALIF (213) - 681-2373 + lite conditions during the course of construction of this Project, including safety of ill s and property; that this requirement shall apply continuously and not be line_ STREET IMPROVEMENT PLAN DESIGNED 8Y DRAWN BY - CHECKED BY APPROVED BY ROAD N0. � tO n6rmal working hours; and that the Contractor shall defend, indemnify and • 6,A-1. • hold the 0%,ner 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 liability ► suetatTTEn BY ��� o.E { } arising from the sole negligence of the Owner or the Engineer. 1�.�% RC.E.9990 _ ASST. COUNTY ENGR.-ROADS GATE _ TITLE SHEET jRECOMMENDED/APPROVED BY ' DATE Ccs 7 zy) t ti • IMAR14 REVISIONS APPR. DATE JiSSTROAD COMMISSIONER NGR. DATE COUNTY ENGINEER DATE SHEET of 6 x t } ' 04-74 ON CB ON C 8 1,l9 Tj 1 _ . jl - V _ v . Qc v t / 31 - : ,64 N 0 r( ow Ce. wGROUNCEST R/W t : } f� 4j . e NIts 6 } 065 N z• m .� m , F E p N e 10) et0 N . . r _ � ; � ap tri � � In 00 m m ' h c� 0 mN r N NN N f � � � tD t9tU V n v 4 ' t9 c9 t l rtrt'' `v 0 rn will 0 Z dZ 4 2 All 0 , �mt4 to _ i h t Q N f 0, ; t� C, 1?00 V0 e EAS r R W fIRA G2 57 (� t f e zi tj 2 e 2 i I # dLp 1065lid OP OF EA ST CR i 39.90' , au to. ON CB N . • aw I N w � N , � s .. f _ �-•— 19.40 19.40 C L,E PRF SA S i 4 1 t { } VHA 7, 11'z 4 i F S 6 7 8 9 /O 11 !2 !3 !4 CURB RETURN C)A7-A DE�"�?�3RGOk CURB RETURN DATA CURB ZS7Z,/RA/ DATA 4=AMC,QQA/ CURB RETURN DATA Q=89 X21'S6"' ST• d=90 .38'0.4' LJ= 89 2!'56" �C?"' d= 90 38'04" fZ=20' L=31.19' ISTI ROL= 31.04' 20' 31 /9' SIFE SHTI 3T= 19,79 T = 20.22 T 19.7,5R=zO' L= 31.64' T=20,22 I1 11 IA 1 1 ' � CONSTRUCTION NOTES V w K K % '� w 4' 4' 4" U h Construct Curb and Gutter per 51d. No. 115 or) ' m o O2 Construct Sidewalk per 51d. No. 109 T e "5 Its 3 �� ro 4 Construct Cross Gutter per 51d. No. 119 4 r0 • 4 4 I( , 4 ® Construct Wheel Chair Ramp per Std. No. 110 0.• A• �` 0� � 2 - 9 - �� �� ��9 o ���F ,���y, a ® a. ConSfiruct 3 /1s halt ConcrCte on 4 Aggrc9ate Base or 5 �o� m A��� �� '`� - �. .I As half Concrete on Sub rade from Sta. 7+ 15 69 to Sta.11 f57.t9 . �. N _ 1 ��^�9 G ��DoE b. Construct 3 A s pha i f Concrete on 7 Ve X gg9regafe Bay or 7 As halt Concrete on Sub rade from 5fo.5+M.35 fo 5f-a. 7+15.05. 9 f z � o a; Remove Barricade tu m' 42 43 m 44 45 46 47 48 z 49 5O 51 P `' 2 �o Q u � m 6 m m � � CURVE DATA L= 19.40' 7"- 9.7G' Q A- 36"52' 12" R•rot' C)l L= 39,90' T= 20-67' © As 253.44' 24" iP=3B' L- 166-29* M CUTCHAN a ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. NO. 2100 E. FOOTHILL BLVD. ROAD DEPARTMENT TRACT NO. 9255 PASADENA, CALIF. (213) 681-2373 DESIGNED BY DRAWN BYCHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD NO. G. G.T. - n FILE NO. • AN - SUBMITTED BY(L ' Oq�__ _ C.D.E ASST.COUNTY ENGR. ROADS DATE AMETHYST STREET R.C.E.9890 RECOMMENDED/APPROVED BY 1591 -C1ge t4 l�Zy DATE AOO 51ZEW4ZA- A7 O.EN0V .9Mf,r11YSl.S. `t'i3' _ 'j 7-5 �( MARK REVISIONS APPR. DATE ASST.ROAD COMMISSIONER ENGR. DATE COUNTY ENGINEER DATE SHEET 2 of 6' _ � X1,84 � t 12Ad 3►.47 � � 8/ 64' ON C8 NC w Ilk (c • t i U r - ,Q GROUND /1/O,ZTH R/iN " V1 oc N tti —M — v epi c; u O x ' ( Rz7 N C� H R W � o I W fZ= f 0 � m • Cp _ TOP OF WORTH CURB N N T Q1 O 01 TOP OF NORTH CURB N N - logo i a m m a o � a _S m , U to to to I ' o _ m i A Q � A V U h U - _ 4 N illl t � V { (� r -4 � J �► Q ti _� N �p _4Q �i �. mN 4D0 Q o� GR AOE t06Ol06 _ ^^.. N •r O _ l I g 0 t[1 Vi _ op o tp t4 p cmti t 4) •, w O VC, 0 -' d! Q � � � � oilo� 01 - - - a N I O I a N m N a 62.80 0 0 0 O 0 . N ifj 0 I a f t 4 I ) S N N , } ^ � U NU �im � Na mcom cNo ;� rN � mN J 0 V Nl (V N e r r U p - - O � •, _ _ :_ � _ _ _. � _ GRO.:JNO C' OU7`H R/tN r m d —3--••—-- I s LL a � t9 (4 � 1�- D. t I UrmV� U ,8.0,400 %— — co co - _ _ _ _ -R= t0 u ..40 C O O __ . _ :_._ __ _- I s ____. _._ _ __ _ __ ._ __ L - - T _ _ �. � .� - _ � ��- �F source �U,tts - . � _ •-- - _.-. __ _,._ !O 5 � N r m - ty 0 I •'' �. N a V U 6C I U 19 ON B. I � W t DN CB, , I � i z „ I O 40 i t•l R J Z, l i s i ` VER T ► I t � 3 ! i I ' - 4 $ P ! O 3 2 ! O CURB RETURN DATA ,4 : :30°00'00" m oc III III v m 25' 25' co s T 18' 18' 7 5' m m 111 III ANO a5' 14 /3 /2 o I I � � h vN o0 Q rn m I I I ���• . I END IMP. N I _ BEER ABA 001K _ II �� -- e. 9 '` _'i' - 'f �(nJI' I I -�. s :♦- - -i a o-.n _� �/ 4 e•6 ~ �y• 3 ssAril ��r 5 p F Oo 9 0 II If \0 I I II I SCALE I"=40N .r I - --- I -� ;o ' I I I z ! L I II I q L I) IX • � I II I � W II I m vU IIII ' l7 16 15 w N 99 34 7 a 9 ro w O r m N N O N a N ti m m f /e' s f ' m ai 1 ' IB' Is' 1 ' '� N /e' !e' 1 ' a 4' 4' ti 4' 4' n r 4' Q, N I I II !.5 1.5�rn 11.5 1.5�I� N O OI l5 JS� CURB RETURN OA TA ��E Sh'T" 4 CURB RETURN DATA SEE SHT. 2 SEE SHT. 2 .4= 90' --;58' 04" LA YrO/V Ll s 8J 2I'56" CONSTRUCTION NOTES R=20' L.= .31.64' S7; R = zo" T=20.22 T=/9.78 Qi Construct Curb and Gutter per Std. No. 115 Q Consi ruci Sidewalk per Std. go. 109 Type "b" 0 Construct Cro55 Gutter per Std. No. 119 MCCUTCHAN & ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W. 0. No. 2100 E. FOOTHILL BLVD. ROAD DEPARTMENT TRACT N0. 9255 ® Construct Wheel Chair Romp per Sid. No. 110 PASADENA CALIF. (213) 681-2373 � DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD N0. .� u.M. G. T. Q Construct barricade per Std. %. 305 DEERBROOK STREET FILE NO. SUBMITTED BY [� — C.D.E. ASST, COUNTY ENGR. ROADS DATE ©at. DeerbrooK 5t — Construct 2%2"Aephaft Concrete on 7"Aggregate f5ase or " .C.E.9e�0 RECOMMEND /APPROVED BY M E S 0 A 5phalt• Concr6c on Su rade . 2� CAMERON N TREE T Cameron St -Con5fruc4 Re"Mph* Concref'e on 4'A re af'e Da5e or 4YFA5 hal+ ConarAe on Ou d e, l �u�C �� (gZG DATE MARK REVISIONS APPR DATE ?6 SHEETS of (; L7 C 9 P ASST,ROAD COM SSIONER ENGR. DATE COUNTY ENGINEER DATE C/v Ce, K W N a P�.14� �c I u A 1 $ffj "r%vj1 O N BW N o_J1 t�60 - - _ � — _ GRCU D G0 EAST Wkfi v N N � a Cti �t I N 1 _ — WANI r =a.4�i� cD �D tl� -_ -_ _ __ _. � . _..-_ :___.1 � __: .� -- ._ _ . __ _... _ . . ;/065 . --ift __ _ s c A �D I m 0 N t� S � 0 N0 U m a N 0 to � r W06-- a J `l J N 1 .� N 0 W N t I F { U R N ' �0 N �4 r 0 U Ser GRADE W I ID r t9 I � N �� 0 1 0� N N N t h1 to 0 .,` . IIT► �O i�C• 11a'V Y. O + 'V 55 s ; . : 060 N /, i 1 a N 0 �q N u1 N RQUND tNEST R W %a N �(1 0 Q1 Q 0 tp 0 r _ I it p N m N p Ir 14 fit N �t N I� I ° t 7 N CO. 055 � � v� - VI : TCP of WEST culla '� { 2, I , + �. e + : fl i U 4 I + I 1 91 }} - cFg f ON N + " £ . 1J fRROrIL i' SCALES ` + 4 yy t / / E � f F e F j N VEAZT. 1"=4 CURVE DATA E CURB BATA ,CI =24'°Q700" d= 19 01706' CB. R=3/B' L. /37.59' n 69.89' A= 282' L= 94,92' CURVE DATA t I 6O' II V G = 24 05 32 Tib A C T 30AZ V. U 2` 18' CURVE OAT_ T_ U N d =40 56 Do U �Ht r1i'11) C8 R=62' L=44.29' _92 31 m 3o �, 09 to is ro20 o � ( p �. z ! N r I it l L.A Y TO ST: m a i '� M Dow ST. III( F G' v a 8 tf°g F' G G. G a' i SCA L E l"=40' Tf?ACT BJAY. CURVE vATA ;I G• v ° v / 4 Q I I w !s 20 U I ( ��F` ICUR VE A I IV `CURVE °ITA I I II I m W.th 411 CB, R- 82 L=2615 Ci a ti Z Q / I 18 V %� SEE SIFT. 3 SEE AT R1G•,y r- m m a 23 P11 ? x CONSTRUCTION NOTES ME�tDot�v S?" aV \ ma s A "''4" ► 1~y"�' ���' CURB RTN. OA TA CURS RTiV. 4 TA v=109 0-9149 CURVE L7ATA o 8-CUSS -B MATO. t Construct Curb and Gutter per Std. Mo. 115 ,4z=z0' �_-90.54' ,4=zo' �=X8.22' ' O pQ= 34 !9 57 STEE[ T40YYEL /C//V/S// T= T'= Z&230' CB. R=62' L-=3'7./S' i SECT/O/Y A-A W. CO, DATA Q Construct 5idewatk per Std. Aa. 109 Type 1" = 21° pe/ag// i I SCALE I"=40' R=31B L-/!6.81' 3 Construct Cross Gutter per Std. %o. 11q ALLEr doss c�r�"�R p McCUTCHAN a ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. NO. Construct Alley Cross Gutter per Detail of right. 2100 E. FOOTHILL BLVD. TRACT NO. 9255 Q Con5iruct Wheel Chair Ramp per Std. No. 1i0 PASADENA, CALIF (213) s61-2373 ROAD DEPARTMENT DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD N0. Q C onsfrUc+ 2X2" s half' oncrAe on 7"Aggregate base or Co" Asphalt C�ncr�e on Sub rade. SUBMITTED BY a C.D.E. MEADOW STREET FILE No. • P 9 ASST. COUNTY ENGR. ROADS DATE 1R/�. A' ` R.C.E.9S90 RECOMMENDED/APPROVED BY L AY TO N STREET t � DATE � AOD MEADOW Sr ALLEY CROSS GUTTER -1.11 MARK REVISIONS APPR. DATE ASST.ROAD COMMISSIONER ENGR, DATE COUNTY ENGINEER DATE SHEET 4 of 6 31.J7' 0 • I 0 4 p 0 O I TO F RTN U .B , N 0 � k 0 , _ 702 ,4> F n Yo a , 00 V1060 < _ _ ` 444 ... 4 :. - • :.. ,. _ - . _ ._ .. _ _. .. ..... . ....... .... - _ _ .._ _t -.. i- a-.. .-.._.__-•_ _--.r---- •.__—._•__-... _.• ---. _r.. _• - _- 1- ,. - _.. ._.... -- - - . - _ _ _ a -_♦- - -t-_ n t . r 3 e ..Y t,_ -.. -...... - - RDU C� - 0 . f _ h • _ , h _ ►• _ .PA h O h ►� i o _ 060 t � 3 0h 57._� sf _ {{ { 0 I s tia ti Q} / O � °� � ti a r 3 . o , 1 _ l h TOP OF f' TCU i [ t- e � __4060 . a _ a 0 I � m E ? • t : 0 , . ; • t j 4 .3l.66 tqON CB. ON CB. N 3 s t g t i {{ 4 ` I i i • t _ o tilltO F/LE ISCALES { { _ F E: 1'1=4" i E v - I � TI �' I j O t 2 3 Q 6 O ! 2 I W ' �� I ; � N 40 A41 42 ' � I I( I N� � � �FL/TLiQE DEVELOPR EENT II II c I I II c9 o N o I II II I m o ! 2 m ;� C01�5Tt1CT10N N0TE5 o I , � m �,• II II l I "A L ACI-1DE6'R R K_ Sr. _ _ © ConStruct Curb and Gutter per Std. No. 115 7. I TE A III C - -_ – �� — — o V I I -- p� F I I I x� • r 2 2 ConStruct 5idewnik Per 5td. No. 109 T e "B" � � t j• � �3 {�• GV � SC,a LE' la=40� I 0 I I �q/�' � 8 I��°�F' (D G' � - a O p yp v _ � o ConStruct Cross Gutter per Std. No. 119 op �1. 1 4 �Z• � 8 � } II I � � �'• � t0 a �9 I I }��,--- _— C 5 ru Cha Romp per Std. No. i10 I L � on t ct Wheel 1r II F*,I I I - ( I I (jl_0( 2� �W (c�31 I I (I �I �� I N Q ConStruct Barricade per Std. ho. 105 SW I8, 18, 1 a� 37 0' 36 Q Q 36 e Consfrucf fWA5 half oncrefe o �4'A re at & ! I'l /8 1 ! 18 !B ! lLl I O 1 n P C �r Mi e or 4 Ye s It Concrete on �ub rade. a a � � N ,� � � s � pha c 9 f�' c`o4 , a `�/ 0 Remove Barricade ITI .5 —+ S�E AT R! f�T TRACT B.OR Y. SEE AT LEFT" O CURB RETURNOAA-A DE`ERfSA CURB ,¢ETURN DATA � Q= 90*a1 54' .6= 391/6'06" R= 20' L ' =X1,66' ✓r'rACA A= 00' T=20.25' T= 19.76' SCALE I"=40' M9CUTCHAN 8t ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. NO. - 2100 E. FOOTHILL BLVD. ROAD DEPARTMENT TRACT N0. 9255 PASADENA, CALIF. (213) 681-2373 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD NO. '7' M. G. T. cz It SUBMITTED BY C.D.E. ASST. COUNTY ENGR- MALACHITE AVENUE FILE NO. ROADS DATE N R.C.E.9890 RECOMMENDED/APPROVED BY ' ' S91 G DATE I zDEER o�E,Pfo .,�A�c�irEAaE '�EE,�aPa�r G /�/� �QQc �Z���C BR00K STREET MARK REVISIONS APPR. DATE ASST,ROAD COMM ISSIO R DATE COUNTY ENGINEER DATE SHEET 5 Of c _ _ T4P DF WA L _ 1 � : t i I f u ,.. 4 BARSQ 8' tnr r I 1 on - a% &LT. BRR5 wo Zb" � �'� WALL WALL PER _ _ -- _ ( w 51A8 R.C. BOX �`�ffC. PED. 301 51D. 301 i 40 40 )CZU C7 7. 4C707 7v , R ' r _ rn S d � d f I - 0.470 _ , Tti. WALL FTG. R � 4 q BARS fi� LtALL F j Ip t9 l0 --- —--- - ---- _ - ______ _: _: ---• ---;__-------_-_-_ _____ __ ___ _ .. - . _: _ ._ _ ; ___._ :: 1� _:_ __ . __. _ WALL FTG. '�rfi$AR5 e 9 t � 4 AR5 Q 1?' C�--•� , �4p OF NORTh' CURB _ . � 0 _ _ _ . - • - - _ _ ._ _ _ SE _ 4 $ I b S C- L , f # X i a , i a► m , , I _ �► u`", — _ � y f 0 g o O - p , o 0 - 0 Q ; 0 0 411 MV STM ARMI 5EE DETAIL �. y t d S t 70% X36 ZN2 3 EEL ANGLE , _ XSEE DETAIL S x I t 6 2.41. t , - 4 5 I i �'W _ ` 0 �82 all 14 GUTTER EPRESS I 1 - • SECTION A-A I 1 # VERT. 1��= 4` ' S 6 7 a 19 !O !1 1o• " '� EDGER flN19H CON57"I PARKWAY DRA//V PER • SEE T. 4 PROFILE DETA/LS NEieEO�V UNTO STREET ' LAYTON 67REET i2 ,,• s' 5 'z"' N s 112° v Roo 114Its " f A5' �' ------ fA o X �` X 3 STEEL ANGLE DETAIL. p > �0 ^ 4f (!'yJ ry Q 1 10' SAN BEMNR> tm 10' SEWER 'T. 11 DQ AGEtsAf7 !0'SfN 5M'T. CQ.DRAIN 5e F5 i T — - ------ r 6"MASONRY L (6'Ht6H) _ V — -h PLANTINGS AREA PLANTINig AREA K. 1'L v 2� R 1 00 �� � , �� 6� , � �,�1 y0 ^Zl 9�1 © I .o $ oa ror �1 V 4P, 00�O �0;..- ��•It.r sPI �96�r STREET SC,4L6 REMOVE ! OF EXIST, PVMT, JOIN SMOOTh�-cu 51XT14 �' s3 ss3 4 a*,,Sox 16" 60UD 14 PIAN 44 BARS x'S-S""! 9'b_C. 4 TIE BARS!12"C.C. gTRUCTIbN II r,X 5"x 1 r."CotJCerTt BLOCK _ 1� I CDA]5T 2UGT f'E fZ STD. 301 4"Milm. VAR1E5 4"TO 5"(5EE PROftLE) FINtON 4RADE CLEAR 6" CONSTRUCTION NOTES 1 Construct Curb and Gutter per 5td. No. t15 N suc EStEo CONS 10 POUR BOTTOM ARD SIDE p 104 rONT•. SECTION 8-� TORM 2�4 VERT• 24 tOMPACTED5 AND CCOVV REDFW1TA P1A511DC SHEET - ® Construct Sidewalk per Std. No. 109 Type "A" pouR top. COIJCRETE' �LCCK ; 8 Far pavement and base requiremerlt5 See general note No. 14 Ft E 1zA WP'LL ETP' I L� C Ot)TI0005 O r MCCUTCHAN a ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. NO. to Consiru �` hi h non-reUIT in w,&A 16" "N Fad' color on h eke 131OCk Wall 2100 E. FOOTHILL BLVD. R 0 A D DEPARTMENT TRACT NO. 9255 w/grout to rn�tch Per �ls� 301 4 302 anc�Per Befall 4 r19 f PASADENA, CALIF. (213) 681-2373 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD NO. tt Corts+rucf 3'high gn -r-e�'ainin ro"x8"x I6" "Nu Fad'color SPlit- face Concrefe ,�o. v�,�.� EC E77 B1Oce Wali De-r-• �e1Ul� of ri3wf. FILE NO. SUBMITTED BY C.D,E. ASST.COUNTY ENGR. ROADS DATE SIXTH STREET , R.C.E.9890 z ADOEO OFFSETS/•U'�/f/'4L.e IaE74/G � �/B�7J RECOMMENDED APPROVE BY - <lur� DATE RZ-v/5-A0, W,4zL 1 �9 SHEET 6 of is MARK REVISIONS JAPPR. DATE ASST,ROAD COMMISSIONER NGR. DATE COUNTY ENGINEER DATE