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HomeMy WebLinkAbout604 W.R1W ! VARIE5 VARIES GENERAL 140T E S I 1.5' 5' 1. All work shall be done in accordance with these plans and the San Bernardino County r 5tandard5 and 5peclfication5. SEVENTH STREET of C3,• F ' SHEET ---�— � 0;_ 2. Street markers per 5an bernardino County Std. No. 3(13 and 303-A Shall be constructed at each intersection. EOELWEiSS STREET _ T. 1. SCHEDULE 3. Alllines or 5ub5tructure5 o{ an kind and telephone or ower les , water meters, a pipe y P Po 911EET N_ 51REET T.1. g valve5,hydrant5 etc. Shown or not Shown on these plons within the limits of this sub- • • • a ! SEVENTH SSREET 7. 0 division or in od�acent aren5 where improvement work i5 to be done Shall be removed i DEERBROOK 6TREET 5. 0 or relocated a5 required at no expense to the 5an Bernardino County Road Department. su a JADEITE AVENUE .5.5 5= I4"PER Fr. EXISTING PAVEMENT CAMERON STREE Wdic EDELwE155 STREET 5.0 m �_ ... 4. Compaction tests of embankment con5truction ,trench backfill , compacting original _.-- W ground, and all Sub-grades shall be performed at no cost to 5an Bernardino County SHEEZ N45 Q CAMERON STREET 5,0 l-'-�' 1``� A written report with these cam action tests Shall be Submitted to the Contracts P P W I . EXISTING CURB AND GUTTER Administration bivision of the 1 srttt.N_Q..—J• CountfRoad be artment for approval ' prior toplace- ment of base materials and 0r 5uracing . DEEMOOK Sz. ARCHIBALD AVENUE G 5. The responsibility of odju5ting manhole covers, paving repair , paving replacement in connection with subdivision sewer and water line installations will be the respon5i- b4ity of the owner, and shall be accomplished in compliance with County Ordinances. INDEX MAP G. When curb depreS5ion5 are provided for driveways , complete driveway construction will 5CALE* r'= 2oo' Now .M. 88, ' SAW be required in accordance with County Road Department Standard Drawinq No. 126 and related specifications. 12' 32' 32' 12' 1. A permit will be required from the San Bernardino County Road Department prior to any Fu1l1RE IMPROVEMENSS 2' 30' S 1.5 encroachment or conbtruetion within the Road Departmeni,5 ea5ement5 or rights-of-way. 6. Adequate stakes Shall be set by the engineer to enable the contractor to construct the work to the plan grades . oe S. Sub-grade stakes , driven to the pavement tub-grade elevations, shall be set by the con- ' a w 10 tractor or engineer . The 5take5 shall be. set at all hinge , edge of pavement and crown a °TMS points within 0.01 foot of sub-grade elevation and at not more than 50 feel Intervals . too Additional 5take5 may be. needed at warped or vertical curve areas. Sub-grade 5take5 LEVEL UNE 5='�' pER� s - shall be in place prior to povinq to permit Spot checkinq of sub-grade by inspection ::��. persannei. Tp 1REE7 10. All sewer,gas and water main5 and laterals Shall be constructed to each individual Z ACie e 1 3 lot , prior to paving . T � Z a SEVENTH STREET 11. 'At the completion of paving) o materials report Shall be Submitted to the Contracts Engineer of the San bernordino County Road Department li5tinq all -1e5t5 or determina- tions completed to verify" a) R-value , sieve analysis and Sand equivalent of aggregate ba5e5. VICINITY MAP b) Stability, oil content and Sieve analysis of asphalt Surfacing . SCALE: 1"=2000' 12. "When Asphalt Concrete is placed on native soil which con,5i5t5 of a rocky material , the Sub-grode Shall be prepared by removing all rocks which protrude above the 5ubgrode R1N+ b' RNv Rrw bp' arov and all voids or depressions Shall be filled with a fine graded material of a quality 33' 33' 30' better than the native material ". 11' 22 22 11 1Z 18 18 12 13• bench Mark Data = R.R. Spike in west face of PP 0 911733 E at northeast corner of 0.5'_ , 4' Ir n• 11• 1r 4' o- ' t.5' : 4' 12.5' 5.5' S5 12.5 4' t5' Archibald Avenue and Sixth Street, Elevation 1001.054 . 5on Bernardino FUTUQF c NSTlzurrloN County bench Mark A- 155 . s CONSTRUCTION NOTES ® 14 (Nore No. 14 Deleted) f 40 Q Construct Curb and Gutter per Std. No. 115 ' p.►4' ® Construct Sidewalk per Std. No. 109 Type "B* 5=tl4" :11b" PER Ft. 5=�/4" PER FT. PER FT. LEVEL LINE LEVEL LINE 5:11A" PER FS • , .�.. Q Construct Sidewalk per Std. No. 109 Type "A" • u. ': '. •. Al .• 4 Construct Cross Gutter per 5td. No. 119 O 2 1 8 1 2 2 ! 8 ► 2 0 Construct Wheel Chair Ramp per 5td. No. 110 Construct Barricade per Std. No. 305 DEERBROOK STREET - TYPICAL 5ECTION 60' RAW - - JAMIE AVENUE EDELWEI55 5TREET Q install 51reet Marker per Std. No. 303 and 303-a CAMERON 51REET m © For pavement and base requirements see lmprovemenl Plans . L 0 Construct Non- Retaining Concrete Blockwall per Std. No. 301 and 302 (ti= ia') ' ,• 10 Construct 5" b 5pba1t Concrete Dike- per Std. No. Ill McCUTCHAN 8 ASSOCIATES , INC. FIELD BOOK REF. W.0. No. COUNTY OF SAN BERNARDINO TRACT NO. 9295 Contractor agrees that he shall assume sole and complete responsibility for job 2100 E. FOOTHILL BLVD. ROAD DEPARTMENT site conditions during the course of construction of this Project, including safety of all PASADENA, CALI F. (213) 681-2373 ROAD No. persons and property; that this requirement shall apply continuously and not be lim- DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN 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, , tt FILE NO. in connection with the performance of work on this Project, excepting for liability SUBMITTED BY• �% 41. C.D.E. ASST.COUNTY ENGR. ROADS DATE TITLE S H E E T w1�• A arising from the sole negligence of the Owner or the Engineer. / i R.C.E. 9890 1 RECOMMENDED/APPROVED Y ' { .Rev. .(. c e ule `t'� '-' ! � DATE Add . 1'reeT Sfiruct. Sectio SHEET I -of 5 MARK REVISIONS IAPPR. IDATE ASST.ROAD COMMISSIONER ENGR. DATE I COUNTY ENGINEER DATE t i } t 31.6d ------ ___ _._ __-_ __. ; ___ ___ __ __ ___ cur _____.- curb' REMOVE EX 1ST DW�f. CDNST on b _ on t EXI51. URg t GUTTER T0 JOIN St. I _ O _ - C.J LO VCD . 10 t , F w 0 1065 i 1 .^ y' �- EEIT. R V X5 t EMO DWY � _: _. . _ CONST. CURE GUTTER _ . . .:__ ------- rJ _ N N �9 to _ � � _ - EXI GROUND W _ _ y ._ 1- _ . _ _ _ . . _ � __ TO JOIN EKIST � 5 . R1W � . , v • N tS1 1ST sD O Oto N # I 1 ± -r NLnNd � go FUTURf441 CURB RET. + �- ^ 'n c;N cR 43 00 CID oo f � 2 • tin 90 Wrb on curb (,j p Q _ r .� I ' I �v Of u c, IQs —1. a� r m R` -MME EXIST. 116. di i w v r ►n �-�"' oo RECONSt. PER TH15 _ U cd N /- E v Z �� to r- PLAN tai 0 CDP r s f — -� - t tco f g N �' °' `9 �' t , I1,10P ! ` _ N .- EX S O CURS tC1 I Lv N O + + I LO 4^ r -- ; C>nto r- " �- �q _ : Ft tns. Lp 3 , ! I n r _ { v r C2 u - aD en d O r• t•••- r r' NCID g ' rn LO 40 r I Qi t t { r �9 c } v 10ro �" 5 REM.EXP57 impr � REObKSC t I �C LE PFO A PER THIS PIAN OR 1 Z. -40' - - t } V ERT. V 4' I f i t 9 ,_ ._ __; __- _ _ _ .__.., . -_ .__ _ _ .,-.., __ .; __ _ _._. .._ ... .... .__... .. .. _ :.,__ ____. _. __..,_ __..._.. _ _--_ - .-.-.__-. ..__ _ _., __ _ - _ - ,-_. -._- 1. .__. _ ._. . � .. ..._ __ _. - _._. ,- . _-.. _ .._. ..�..__. _ _._ . . ,__.-, _. _ ., .___ ...,__ ._._ .._-.<-._.__,_._...._... _.rte-_...__. _ ..._, ,_ ._.> ._....-- -- _.___ '_ __•..._ ,.. ..._ _- . ..... _. . .._.._ _,> ..._..__ ___.... ._ .._ __. _ _ <-_ ....._ ___ _ _ .___. _ _ _ _ - _. -. + i i f S } w { {( t 1 5 (0 1 8 9 10 11 12 13 14 15 RETURN DATA RETURN DATA RETURN DATA SEVENTHSTREET RETURN DATA A= W 51' 34" A= 91° 22' W, o A=88'40' 34" A-90° 31' 11" Cb.R-20' L-30- DEERBROOK 5T. Cb.R- 20' L- 31.90' Cb.R- 20' L- 30.95 5EE SHT. NQ 3 Cb.R=20' L= 31.W T- 19.53' SEE SHT. N 2 5 T-20.49' E BB 33' 33' 44 44. °C IZ� 32' 32' 12' I 72, 22' Il' 5' 2` 4' 1' 4' c c -oW LLi 15' LL ,,, 0.5' 0.5 " m 25'+70 BfsiN . m _ h 10 MEWA14 Q O)of oe Ll f,Li Z3 o N 1'I 16 15 14 13 12 11 0 ©TiQANS/T/ON 4 q Lu 'NA 04.C31 eC.R. e^" 0� cP11Pwp 2fo+03.24 FUT. E.C.R. j-,c -LC, 04114.10 U.C.R.5EGItJ 8„A.C.DIKE ��' __ - - — E s7Fc �y EX1st. cum Gul'TER `. may. �y �v ,,�• �. �L � ,�• ��, ,�• � ti� ti F� IV \�'�� �,�� ��• ^11- �� �1 �1�. � ,,, , ,; �, ���1eYJ�ti� `^o� �• � ` �, a- h• � � `` `eP o ` 00' ��o �• �o en.• o� ep' ♦ l REMOVE FXlST. DRIVEWAY COAST. REMOVE >XIST. DRIVEWAY Cox% t CURB E GUTTER TO JOIN EXIST. CURB GUTTER TO JOIN EXIST. REMOVE EXIST. tutt6 4 6t1TtER p°� til REMOVE !EXIST. CURB 4 Gt1TTER U4 •. o ARC1415ALD AVENUE N VZ O ? rr t9 W ' ,(�? 'd' � 0 4a1 �r hZ NQN 'e{r t9 to �0 ~N a9 CONSTRUCTION NOTES 03 CON51RUCt SIDEWALK PER 510. 11110. 109 117E "A” ® CONSTRUCT 0055 GUTTER PER 510. N0, 119 Q CON51RUC1 YIHEEL MIR RAMP PER SIO. NO. 110 PLAN SCALE 1"=40' 09 CONSTRUCT NON- RE1Al%ING CONCRETE 13tOCKwwa PER STD. N0. 301 t 502 NLG) MCCUTCHAN a ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. NO. 2100 E. FOOTHILL BLVD. 1 Ocle�ed s w ram ps Mod ,�a �%+•n k ROAD DEPARTMENT TRACT N 0. 92 95 PASADENA, CALIF. (213) set-2373 -S/") a}L,r„ STREET IMPROVEMENT PLAN ROAD NO. © MDD/f/EO 51W RETURN %?G 4.2-81$ DESIGNED BY DRAWN BY CHECKED BY APPROVED BY FILE N0. ; E SUBMITTED BY —C.QE ASST. COUNTY ENGR. ROADS DATE A R C H I B A L D AV E N U E R.C.E.989O RECOMMENDED/APPROVED BY � ! � Jaazf DATE SHEET 2 of 5 t MARK REVISIONS APPR. DATEASST. ROAD COMMISSIONER ENGR. DATE COUNTY ENGINEER DATE v ' ! r"• - � — � n cb• � d d' " ' - - _ < r r _ N N �v N v t F Et �9 to 46 cli0 � 1 I O N C-iL17 N L=i Q>= FUT. . CURB i to ,r N R L;.� Lo NLn F O CDr I d .. m Q a _ O � i t c t F S a + r► ,� ~ t 0 t F f f N a { F 8 t • F1101 ti t CID co Go N 1 • t 4 d t9 N - It*_ - F V.d ff t s. O EX GROUND qM to '��. �" c+ m – r N r d�Go c�i ._ e o .N - - 400 e _ O , N N , O d7 + f Q rt 1 cV N N FUT. Cc G RADE -+- -t- Lu `'' , rn { ! Lo tcy 154.Bro 50 N.C• i d _ _ 44' cfl v co on { I { N OF 5. RB _ . a T N - CD to m N t N m 4 - d %9 i • N a ' f f i ' • V Lo 1060N.�---•— O Ln a CID _- > _ _ _ _ _ iso 4 � N N � OC , r t 9 r-- OC d t __ . __. .__� _ ___ _ . _.. ___. .__ _. _ __u.__.- _ ... ._ .. _ __ ._ __ - . Exi�T. GR v I N U r I 3 i _ _ r co i t { Fj E on cb. b r � ._ HORI P- 40 - V ERT. 1„ , 4' # F e . s 1 r J)£ . f r 19 20 21 22 23 24 25 26 RETURN BAIN A= 90° 31' 11" Cb.R• 20' L= 31,1260' Lu LA_ ac 6a1 � 2 qd W N 7 %9 1 15 Ely ENTH = OJT REET 13+11.91 fuT.B•C.2 ` b� Ak 1154 36.99 .��0�` � `0'''b FUTURE � IMPROVEMENT 5 &C.R tiA ti N 6 12t61.4ro E.C.R. • II o m J I a oi 1 2 3 4 5 b 1 5 9 10 � co N a VAR. VAR, taNSTRUCT 1 ON NOTES 5' 0 CONSTRUCT CURB AN0 GUTTER PER STD. Nd. 115 RE7liRN DASA 1 5F A=88'40' 34" Cb.Re 20' L= 30<95 03 CON5TRUCT SIDEWALK PER STD. Ra• 109 TYPE "A" 7-19,'4 SEE 5HT. N° 7 CONSTRUCT BARRICADE PER STD. M. 305 m © CONSTRUCT 0.35'Tu1CK ASPHALT CONCRETE ON NATIVE SOIL. PLAN SCALE :1's40' Q CdNSTRUCT ?ION- RETAINING CONCRETE MOCKWAI-l. PER STD. 1Ra. 30th -5O'L (ii--G) _ McCUTCHAN a ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO w-0. No. OO CONSTRUCT 13"-A5PHALT CORCRETE DIKE VEx STD. RO. 11.7 2100 E. FOOTHILL BLVD. ROAD DEPARTMENT TRACT NO. 9295 PASADENA, CALIF. (213) 681-2373 DESIGNED BY DRAWN BY CHECKED BY APPROVED BY STREET IMPROVEMENT PLAN ROAD NO. i FILE N0. SUBMITTED BY "� ' is"/AC.D.E. ASST.000NTY ENGR. ROADS DATE 7th STREET R.C.E.98 90 RECOMMENDED APPRO BY llf IS•'1� �� l�S��` DATE ADD STREET SrRUCT. SECTION SHEET 3 of 5 MARKI REVISIONS APPRJ DATE iASST.ROAD COMMISSIONER ENGR. DATE COUNTY ENGINEER DATE 3 1 on cb. b n on b c . o curb u , FL TTU LID _' CON RUCTION , coD v v N � Q .. i 5T u u N V ti 9 z L9 `� _ 'S1.21' 31.56' _ •_ - Q f U - _ ♦ tfl� Q '�' W N fD EXIT CIZO lm N vjw _: _ _. .:-.__ _ .d o` _ v— , _,_ -_._ __._ __ _ __ _ ___ _ . _ _ . . o curb _ o curb _ • `s`�` + _ V __ R 0.400�►p cl R= rof - • o _ q - ' w co CO OP OF N. CU B -_ - f.00 1�0 1 r, _ _ _ _ - 1075 R= g0 0 2 l m Ul N t DO s - - I ~ - _ -150 - - - i F u R - _ _ 4 r 4 r . _ _ _ ._ _,._.._ _.. d 3 � _., � � �•,_ tv _ o �500/. t f cD�i f ti —� CON o _ —�" t9 d r O t9 EiST GROUND _ ti +n _ _ -_ _ . .._ r CID N r11 QQ aD til r MEMICA . i r r A _. R- 0.400 �` G A — 1 _ . R E _ � R 0 c9 2 o� u ► v N CU 3 -r Y u 1a-r5 _ E O7 o 1 � r- , 1015 4. — _ — — u . m 3 � : N N u R.Ui co 3 m d — m �ti 5 �► 0 ' 0 o � 1 E N — P.1. c 77 88 r m � r D I•- I r u z LO rn r EXIST. GR u P ti o � _ �o � 1 ti Z f r ------ --`-- y IDENTICAL _ `s o , z — � - 4 — 8-0.400 �o �9 d� 4 �SA7Yb _ - - - ef� _ 4) _ _• _. � . � N 0) �� p X4 0) — 0% - tom— r � d � s _ ti R j TOP OF 5. CURB - Di aD _ - - LOQ -� d N N -- rn N R Or! rn �" i %9 to O ; p N v �' �-- .� d r- O ; 0 r :1015i W to x � 1" l�'1 i t M F� to R'i E � _f .# __ � d � __� �... r t r o >' I 1QD- — N � r O m N 1 o a #50.03' r°D _ tp ( curb + on CD r Oc v V m - to PROFILE SCALE _- _- _ - - - i - _ 1z. 4.0' _ t VERT. 1 s4 D Uj4. rn 1. 356' Z _ o 0 curb on curb i — + n LU v _ - N + + i • I 10 I1 12 13 14 15 15 m 1? 16 19 20 RETURN DATA RETURN DATA AO CURVE DATA A=a9°34' 26" A=90°25' 32" -23°33' 23" Cb.R=T 0'9 851.27' DEERBROOX 5T. Cb. R°T�0151.5 Cb.R-62' L• 25.49' T- 12.93' 5EE 5HT. N° 5 6 6' 33 33' I I' 22' 2' i i' EDELWE155 STREET JADEITE _ AVENUE 0� 4• z' 4' cum DMA Cb.R= 56 L= 136.3T' w rt r 1I 12 13 14 15 16 17 N p5 ^may c 5 G + 6 AL1 CO p 1+69.88 D.C.R. 14 G9.% E.C.R. O ;Q ;H — O ;� itl -- - ` `• '(G. �'� Ep O +�~�`' � `�y qt dl~Q� Iti cQi QJ co aj~`cy ��',,• w�� el't • h• n,°~Q`•' ilk Ot 38.26 O+3Z.T2 E.C.R. A� ti��' 6.C.R• 6 i ago �. h. - L E.C.co bi 41 40 39 55 31 36 35 34 rn . �'`�• ���� APRC Cb 12 34 33 4 18ae g � d ��� 1 015416.2 E.C.Cb. �' 46 s o CQ CURVE DATA A= B9° 34' 28" RETURN DATA 12 16' 16' I RETURN DASA CONSTRUCTION NOTES Cb.R- 32' L-- 50,03' T-31•T6' A= 900 25' 32" 4' 4' A= 89° 34' 28" C. R= 50 L- 16.11' T-49.63' Cb.R= 20' L• 31,5G' I•b' I•y Cb-Rs 20' L• 31,27' 1 CON5TRUCT CURB AND GUTTER PER STD- R0. 115 T= 20.15 T-- 19.55 0 5EE 5HT. NQ 5 02 CON5TRUCT 51DEWALK PER STD. NO. 109 TYPE "15" CAMERON 5T. - O CONSTRUCT WREEL CHAIR RAMP PER STD. 140. 110 CONSTRUCT BARRICADE PER 5T0. NO. 305 PIAN SCALE 1"•40' ® © CONSTRUCT 0.25TH(CK ASPHALT CONCRETE ON NATIVE SOIL . PLAN SCALE, 1"-40' McCUTCHAN a ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. No. 2100 E. FOOTHILL BLVD. Q L0lVfPfD 57 )CAW /Ot00TO17*72, 23 ROAD DEPARTMENT TRACT N0. 9295 PASADENA, CALIF. (213) 681-2373 e,490 fTR,EETSTR(/CT• 5ECT/0N5 STREET IMPROVEMENT PLAN ROAD NO. DESIGNED BY DRAWN BY CHECKED BY APPROVED BY SUBMITTED BY Q' EDEtWE155 STREET FILE N0. C.D.E. ASST. COUNTY ENGR. ROADS DATE R.C.E. 9890 RECOMMENDED/A PPR V BY - (s 4. JADEITE AVENUE GATE SHEET 4 of 5 MARK REVISIONS IAPPR. I DATE 1ASST ROAD COMMISSIONER ENGR. DATE COUNTY ENGINEER DATE _ 31.5Co t on curb i 1 on curb . I 31 I v w i.90 I - c.i i on cuaro CID i o� 1 m # ao rb r VEXIGR� RiW _._ W _ { r 4-9 40_ t _ t V• {11 1 t �! i �9 m m !1l1I N [ i r -r p d , i `gip( M• c 3 oc 0 .5 R N I : to Q) ' 40to 46 r- N • d ,n v , r I _ _ _ _ r dr Nr r�- �•r- N 4O u' , Rt ,-. 2 O1O , TOP Of NCtRt�0 0�0 _ }{F � r s 1 r r .., co 03 0- 0- lop Of Ic CURB : 1 i u r QIn �9 I V I , —EXIST. GmIIe�' di } � Q . >� o GQAQE _ � � � I R U � y� xn si r- r r • ._.._. o o ao 8 w 3 N O I N r : r '� t7 d 3 — o. r r ec o I — _ R r _ r __ _ _ _-. ___ _ _ _ _ _ _- .- oo r I , ai r r of � ci � dJ N t9 FF cts f �9 N v G� t G1 t t9 ac a O 0 0 r- ad c9 v > o , 1 r N x � -. _ 010 . . __ _ _ .. . . _�_ _�� . _ _ .._ ._. _ . - < �. 4_ _ - 0 . . _ _ _ _ _ __ _ _ _. __ _ � _ _I .� I � � _ _ � .:._.____ � . _�. . _: . .� _ r �.x w__._r;.-,_<_.�._,._a..,., ._. �. w I OT � . _ _u� _ < - � . _.. _.. _<.., .._ ,. _.._ . _ � ._ G ADE ,._�.___.�. ___--. ._ ..__.. .�. -___�__ _ _,_ _ .<.w._�_.� _ ._ -. _ _ _4 - _ r t.; of c' .. � i �' p v r- N Nj _ - p %9 -r d # — 9 — i t 9 # t t � -r Q1 N — O gg �9 N dJ t • to f 7 O t : " i Rl. 1 13. 0 I `t' 40'V.C. t } 0 Pt.•11.23 4U•VC ao , . 41.=10. 01 _ • - _ . _ _ _ .. -, . _ ... � _ _ _ _ _ - .. � _ __ _ _ _ EXIST. GRO ND RiW _ � _ _ . _ � �.+ � �, di R� to r..- 1015 r r r r pp t � r 1 j � 0 00 o • .d w R i r r — �s r•-• r 2 r 3 r 81 O i cc R c�+ r �9 0 ..., .. _ .-.,. .... .. ..-.:, .._.. -..._._...-... ...,. _.... Q .. + � , � _ a _ ._ ....... ......_.. .__. - - _ .. .. ___'_ _-'.-- ... __ --•.__._' - - -. > - -_ _ - , .. -. - > .. F - — r... T7 N r rn r I r o Qt vff � t W , � , 1010 � _..____�_, 4__._ � _ � _. _ _ �. ».._ _,��.� .._, ._.. _ . _tt . .. _ 1010 . Ky ..� .-s _ _ . . . _ , �___ . . ,__ TO d s CURB OC N i v O d N k a 1 Cd, , s i curb ► n 0 i I i - W I t _ __ _ _ _ _ _ _ _ � _ _ __ • : __- �RaFiALE LE 5C TaF�-�:tis � _ f i T /1 _ f N z i VERT. 1 t I R 4' t 1 c on curb - g 30,94 { I ; • on curb , - i i f • i . . _ TUR 0 CUR a I 3 2 i 0 5 4 3 2 I O RETURN DATA RETURN DATA at 89°34' 28" B=91.22'26" Cb.R=20' L:31-27' Cb.R•20 L•31.90' 5E E 5HT• N°- 4 T= 19.85 T=20.49' RETURN DATA 4. 1111 SEE 5M. N°4 4f_ 51sT. 'me 2 A�90. 25' 32" Cb.R=20' L- 31-W 30' 30' VAR. VAR• T. 20.15 12' 18' 18' 1 l 1>3 18 I 15' 4 4' :3 LjjW 1.5' 1.5' W °C 7CID N � W a a � I 2 0 � °` 9 'SO 3t � • � a _ 26 21 28 2 32 33 Q 19+25.19 E.C.R. 6}95.218.t.R. C-A 6 2 1 ~ �� �� �► 0 s ;n 11�12.Z3 tea. oko\o�i 9.C.R. \0k 69 E' '`• '� ��'F"` r moo' ,• cow`e• �p h c" o�O a• � m h �`'� ➢'h �� oto 4-9 69 CA95 ♦� v v t y,� c o ENDB'A.t.DIKE `e4s T ►n 18+48.44 NV, 184 LJ 20+09.198.C.R. t22 E.C.R. 6931 ?�F` J L ~ •, fo 19 �6 JT 2 ( E.C.R. co V off 96 Uj ce 2 I A : CONSTRUCTION 1N0TE5 25 2A 23 22 21 20 19 18 � W "' U OC 1 CONSTRUCT CURB AND GUTTER PER SID. R0. 115 r s DEER�R40K ST o a t + 7 CD C6 .42 8 20 CONSTRUCT SIDEWALK PER 550. N0. 109 TYPE "8" o m CAMERON 5T REILT © C0145TIZUC-1 BARRICADE PER STD. NO. 305 &E 89° 34' 28" CONSTRUCT 0.25 THICK ASPHALT CONCRETE ON NATIVE SOIL . tb.R=TO19 851.21' RETUM DATA RETURN DATA d=90.25 32'' d=88. 31' 34" MR-20' O N.56 Cb.R•20' Lf 30.94' T=20.15 T= 19.53' PLAN 5CALE: 1"=407 i - McCUTCHAN a ASSOCIATES , INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.0. NO. 2100 E. FOOTHILL BLVD. ROAD DEPARTMENT TRACT N 0. 9295 PASADENA, CALIF. (213) 681-2373 STREET IMPROVEMENT PLAN ROAD NO. i DESIGNED BY DRAWN BY CHECKED BY APPROVED BY i ? C PLAN SCALE I"=4d SUBMITTED BY Q' C.D.E. ASST.COUNTY ENGR. ROADS DATE DEERBROOK STREET FILE N0. R.C.E. 9890 x. 0 RECOMMENDED/AP ED BY DATE I ADD STREET STRUCT.• SECTIONIce v Q. I# �s �� ' e�s��6 CAMERON STREET 4 p MARK REVISIONS APPR. DATEASST.ROAD COMMISSIONER ENGR. DATE COUNTY ENGINEER DATE SHEET 5 of 5