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HomeMy WebLinkAboutRc St Improve Plans 274/3 Thru 277/2 274/3 274/4 275/1 276/1 277/1 277/2w . _ ,P - MP R/W - I AC DIKE TAPER I� r'� i T_ CONST- STD 5" AC D ACE- y �'-, C ` 20' R.. 1 -EXIST R/4! ,,EXIST EDGE OF PAU'T .. .� _ _ �-F w - - ff 2I _ 22 23 _ -� 25 _T _ a6 rn 0 27 _ 28 tJ N - I—�tlP�r EYE y_ ✓ __ a - _ _10 jj N �1113 i _.- I CONST.' STD 8" AG DIKE �EXLST R/W--.-�'� ,` AC D11gE TAPER - �,�� M.P. R/W END CCNST. STA 24+00 / R - 3D It301 RR d H01944��-I 37' RT OFF\_�37-_5RTOF� I u BI~G. PROJECT H02059 i2 DE 2ui 2 WIDE u' ui 11 r' 1 STA 23+79 ± Go F _ q w Z �`' 1} �I ! CD w w w a F 1�- O/�D Nt w 00 3 00 .3 �c�Yw Z Z 42.5 42.5� l I � V) r i e 111 o ~ z'mw' w w e o 00 00 tl\c n n to 00 I ? CD >- s II 501 50' cu»� a w Lo O cn L•D - �= w �o �z�s_i mil w r a c� a -;� va a =ow FIELD BOOK HWY. 487 DN, 2 J = a r� a n i Lu o w c ra w -j" o °� o f RE7IlS o C�i3i (,p, o �T w caw lL- co - a �/•yy�� '� - N�z w " z v a m x v >.- IONS COUNTY OF SAN BERNARDINO f t7 ui w z - k-- .- d' In rt� z .t> o ...t _J cc o t- - n - V' -+� cr �zow a z o w o ¢ co o� w zo tR ow ow�m 3 W -� vi m 3 1` m �L:yj 3 c)"t-,rm�v'_I w3 MARS DATE DESCRIPTION ROAD DEPARTMENT ~ w W O n. _` �9-II-70 NOTED FOR ADD, OVAL IA SHOW C) cC z ATION SEE DWG 213450 SHT 3 z -D 00 u 6 VINEYARD AVENUE w .- w Q (.J w C) o�OF S �tw= ARROW ROUTE to FOOTHILL D �.., _ w CUCAlkA KI C' Z � N � � a i•/t*,:'i L _ o lows (!� m v m o w -� fnm L A _ �";; I _. .. _... _..._.,. RDNO.851000AC. W.O.H03 91 C n f n REDUCED PLANS r� 0 I 'v 3 DRAWN BY . CHECKED BYE'_ � • �v�• ,,, I fUk% APPROVED BY COUNTY ENGIN R SUBMITTED BY �-�ry. S, �' •r 7.�-a,.t CHIEF CESIGN ENGINEER DATE SCALE LIMITS DRWG. NO,--1'{'J'�"- RECOMMENDED BY "r, < le", , , K, /•- ° 2 /67 AS SHOWN 8 0-85 3 of . 3 INCHES ON ORIGINAL PLAN P ASST..Fl AO COMMIS LONER-ENGR. SAN BONO. OLUEPIRMT CO- Y. E I 9 VC C� 27� 93 1 jo 'DIN 00 r4 CD U'% I '0 cr_ C:� K* C) Lm + V) 'o lo L r- NO-i E;, ALL DIST, FOR RET- ARE MEASUREQ -'4 IDENTICAL P DINTS FROM CURVE11ME- 0 EXIST GROUND 44' WEST 401 VC cX 0CpL o u cD u4 o M an to' ON)w. FUTURE' TOP OF CURB 1250 0_4 12 6 Q W -D C) 1 3 1 W �01 11N 32' WEST + WEST — i N JUTURE TOP OF �CURB 32 r4 r + WN c:) cD PrN r1i Z: c:) . tl\ C) tA + tn 9'. 3 N 01 c:) cl PRQPOSrD Q + 3RADE + Lr\ 5, 1250 IST q 31.94 C), + C:) u c> tr\ ca Er\ + u.\ (71 00 PIN t� r4 n 'D 40, C I + +3.93% FUTURE TOP OF u CURB 32' EAST L3 5.,12% +3.9 1% CQ c:) VDENTFC�L PO FIT _S -u-\ 1260- cD + + U_\ n G� N + LIN t,-, U`\ .�CFI TURE TOP OF1 CURB 32-' EAST LXIST GROUND 44' EAST 5. u N_ NOTE: -ALL.-D-I-S.T.. ..FOR RET. ON -EAST S I DE -ARE I MEASURED FROM THE PROFIL- TANGENT LINE. H OR 1. 1 49 VE L7 RT 1 4 + u% U, 31 32 33 34 35 B.M. FD CH "Ell' TOP ST PIPE 74' E & 50' S CURVE DATA INT SAN BERNARDINO �0 & VINEYARD AVE. SEE R = 7001 CARNELIAN STREET UWOERPASS PROJECT, M A = 40' 58' 39" c) ELEVATION 1261.11 T = 261.561 tn Lo V) uj z: Ln L = 500.641 c:) w CL w zr CURB RETURN DATA c= L3 I" Ld _j :E; A = 771 251 3311 u c= Lj Lj-1 I.- cl- _j R = 201 w Ln u Lo in ci_ T= 16. 031 3 r :1 w :z z L = 27.03' :ugj :3 l­_ fm w u v; 0 PROP 35' LTOF�_ it. 1-- i*%L­ OF iV;',Y q_ 20' RAD w - ) W I nr ci M. P - R/w 11 60, ,--EX I SLR/W J, c:) 34+86.71 301 301 ­ - . I— - -1 1 _�_ ­ . I __ __ - __ - - _ I Z2! VAR lzr 81 22' 18, N 0.00, `3 L 135.09 _4F 32 ij�o312�6 SLOPE VAR Lp t" _1 5% 3LU L SLOPE VAR-- =46, 11 STA 2q+0,0 TO STA 33+51.62 C=T EXIST PAVTI,- END FIROJIQU LD PROPOSED 111, _1L 4% TY STA.33+51�62TO SAN BERNARDINO AVE. 0 SE91 ION Ld uj _�XIST R/W------` iz M. P. R/W 4_�T OF CN 12-' WIDE 20' RAD —A z Mj- RiO­ OF WA� M.P R(GHT OF WAY -:I w 88' U1% +1 w C41gh _q,'�7467y. CURB RETURN DATA 44' z '2' 32' 12 A = 91* 311 �3011 R = 201 L 4_t 7_. 5' 81 241 24' 7,51 4t u T = 20. 54' L = 31.94t 0.30' ju. yu - 0.36' :r SLOPE >_ LEVEL LANF Ld U`N Lu Ld :3 :K c:) r\j CD m CONSTSIDEWAL CID Q= ID = 03 LID Ld n r. CJRFI AND O_'TTER AS PER COUNTY �, I ui LLJ r- w 1:1- FUTURE STM WHEN RrdD. C�� Lij l___ TYPICAL SECTION 10D m CL C m -X L=j w Lu 2: C:) VAi%. 0.17 TYPE "B" A.0 I" LIP EXIST GROUND FIELD BOOK HWY. 487 q I.., ra REVISIONS COUNTY OF SAN BERNARDINO MARK DATE DESCRIPTION ROAD DEPARTMEN-r OD TYPICAL DRIVEWAY IN WT & 8-11-70 PROPOSED PAV T Wl S SHOWN. NOTE FOR AID)DINTIAONAL VINEYARD AVENUE 12l MINIMU1 WID-ffl . �LO,RMATION SEE OWG213450 T " �5 ARROW ROUTE to SAN BERNARDINO 0.17 TYPE"B" A.0 51 7 I �j:IR 0 PLAN! > 1 40' Tr:x I ST GROUND TYPICAL DRIVEWAY IN FIrL i2� MINH4UM WIDTH CUC M NG ARE OPER. Wo. Hop-o5g RD. NO.851000AC ENGR. WO. H01944 APPROVED BY COUNTY ENGINEER DATE SCALE L I M ITS DRWG. NO. 3/67 ASSHOWN 80-8 4 of 4 DRAWN By� CHECKED BY SUBMITTED BY RECOMMENDED BY SAN BONO GLUEPRINT CO. 50 x REDU I CED PLANS 0 1 9 /5 LL I I. L.L.1 i L ILL 111111 __ I ' P, L_�j �3 INCHES ON ORIGINAL PLAN sox REDUCED PANS O 1 2 .x k�t.,,.` '�,'$ f; l l 1 1 1 1'' 3 INCHES ON ORIGINA, 'LAN y r �i ,t f A6 4 a SAN BONO BLUEPRINT CO - A. 3Q X - FREDUCED PLANS 2 �3 u�rrrl�ilr _. �--3 INCHES ON ORIGINAL PLAN i I CID PJ (D 10 L)i 0 Oj C- C:) 9 Ld C:) C3 1 0) LU 0 EX.1 S�Tl 3 GROUND C:) a4l im Fj cL- Ln, Lo LO ctx C:) U-I OZ E.P. 13� LT. C:) (D C, C) + u-� �z C:) C:) rj U l RE + r4 C) 100, VC cn Lo u" �2 �; '60 DO u, CID -50% ----7=— C, pa +0, + 100, VC + 1 10 rl� U -1 125- L 3 Ir, C:: U cc) u IQ 72 + c:) V) '�7 I C:) 25o, CD W� m EXIST E.R 9 co vc r1I Ln mp; W, V) + ;'I �0 Fj Co + Do Ln c=) ;t� -z cD + cm j + -0.5 C) r-i Do c-) co C:) L6 —100, VC cm L6 r-- --- I �tl c:) 0 LrN Qo u- FZi I - I E, c3 CD C) 'D r1j r- GRADE + In EXISTI!, ikI C:) 1+ TOO VC CD r1I �co + �RR I, co 100, vc------7-11-- ;z u,� t2 C', C:) D� c� r, C, 0 +0 + 0 --CG� -15ff + Lrl U /a— —=���PROPO�SEDRADE rN + vN -1125- 14'1 In c:; L-3 250 i P- C) vc r"N (r:_�: el C-j cD r" VN 0.00% 0. 0 0 c7q, + + --EXISTING GR UND Lr� DO 44' HT. S CD r, + Co Do :C) CD 100, VC zr cD cn C) --m 8 'IN m a oZ (n C3 C:) + r-4 v"% Ir, r1j L-" 01. 1-) + := E: �L cD 414 r+4 1+- :6' r1j M Do 6- JOQI VC r IN c) + I VC C3 c3 DO 100 + 8) r, F� cD t cr, tu. DOX0 Do + i:z u,% Ri rn + In -,?. 'o � ff.% U u -1 1 C5- ul, c�) c� cj A, + cD cli v— Lr, r-)I E: CD r1i =� c�- 7. a'\ 250 VC + :7 uj Lr\ 6 + - S�, 5� , J�- , ?-- EXIST E.P. w- — 1m;- + C:) Lr% uN r1j c-) 0. 5 2X76 tj� ;7�+O�52 LU co C:) czr CURB PERMIT C:) 0) C:) + ---H843 c::, E Ln + F Do C:) r- C) 160. VC L� �7Q PROPOSED F ROFILE a: % E.P. 131 RT. Uj -16 R It" 1 0 1 2 3 4 5 6 7 8 9 10 1 ELEV.: 1131.664 1 60, 1 60, 0 M.P. R/W— R/k, 35-' EXISTING R/W ---- EXISTING R/W T L; 0 Fire Hyd. 0 tA U a) U (0 72 0 :2 U U Ct= a) aj U 3b I Pms Q1W CC) 'n . 47' L; 4Q U W �-o o W �2 I no M 0 Cf� 0 1-- L� n -0 0 (v 0 a) In (1) (1) 1-- 1- 0 0 , 0- 0 End�Wood Fence I.- 1-- 1-- rL aj f- (I K— BEGIN PROJECT c 2:0 r- PP 1625714E :Ei C�: aal) :H� F, E :EE E E PP J739Y STA. 0+00 U�j C-4 a_ --3� U -:,j a) Metal Post WLIght E;,., can) C--:)j "i LCLI mw:gw Uj LLI L-�' U.- L-.�j =Lj:m :9 C-) L Tel. Booth j�ater Tap I . I MEET EXIST. PAV'T. �u STh. 0+40 & -0+40 EX ST I NG /W M.P. R/14 "'Z Curb Wall OTI.IRE TC. LT I Nr I PP 1536561E vul I -C !E� P #J626Y 14- EX ST. E. P 14- +1 —A-VEWUE ST. E.P, EX I 1:1 TAPER ;0:- End Sidew:�Jk Abandoneu ol Filled --L4- C. 'ZCONST CURB a GUTI LR with Pms ILI FUTUR —RR W— EXISTING R/W PER CO. STD. 115 0 61 z P #10084603 LJ NOTE, SEE TYPICAL SECTION AND GENERAL Lu P #1536560 1 1 —11 __j 4- 1. See Sheet3of 3for C Profiles Of WHIT-TR M NOTES ON SHEET 2 OF 3, -T- End Wood Fence Etiwanda,Pecan & Hickory. INSTALLATION COMPLETED 22-1 Conc, Dr. I LIMITS P OCT 1975 161 Pms DA4 03 7 CURB PERMIT E- 1!8 43 VICINITY MAP Fire Hyd. NO SCALE C� 351 601 aj U C) U! 0 U a) (U CL Q. C: 01 ON tj 3 rd -0 0 0 FIELD BOOK REF. 876500 COUNTY OF SAN BERNARDINO W. 0. NO. 0- C= 1- - H03507 0,C) VERTICAL ALIGN'4ENT STA. 1+ 75 -0 In -0 ROAD DEPARTMENT 1'- 4 U WHITTRAM Xv/ E N U E r'l a) Uj Co TO STA, 13+40-72 10"Irk ROAD NO. 14vo; 03 DESIGNED BY Z-t APPROVED BY 87b5OOJA Mlle,� 44�,Vl qj-ST--j� DnAWN BY K.MANERA 9 -21 ETMANDA AVE TO HICKORYAVE LIN�.TS CHECKED 3V v,; ASS 1. RbAU CUMMISSIONLK-LNG11, DAI 129-133 RE FONTANA AREA MARIKI REVISIONS APPR DA�TE�IIMMIIIFD-ny 7 SHEET I of 3 CHIEF IG ENETRERW— COUNTY ENGINEER UATE A., t 1210 x REDUCED PLANS 0 1 2- / 3 1-3 INCHES ON ORIGINAL PLANJI I ,2i" kIk C) u LLJ + C!4 c� M 00 N 00— tR0 1`14 LrN �T r4') m r- + r'l u) m �T a! -9 P� 00 + N 10 1130- r\j in 4� FUTURE TOP CURB al n c::) 1 �2 C) r, cm in cy, J. C:3 m 0+0 'T, 0.3DY7 + �2 r'4 —441 LT - EX! ST. E.P. 0 45Y U-1 La 0 F- > a: I E, P, -1125- Z TOP,,FXISTING cm C) C:) -9 0 L-7-' V'% C:) OL� ca ro + rIj + + cl V" cc 13 O� m 0) r, c' in ca in r, OPOSED GRADE M + a) CD c' + C, + + c) 30Y. 0 EX I ST I NG ITL GRADE LD W IN C:, F-: W X C, C� w w (=) + �2 LO C:) f", + 14 C:) x w 0) 00 c=) w on 'Il CQ N m c8 + tD C:) l'- od + rIj EXIST. T.0 a, 1130- F- rlI in C:) a r-: + N r- cu r- C=" N 0 It 0.36% C:) + N + rN -- ---- w c� r'� in r': Ln 7 -- 2 + rq + (PROPOSED TC. U) c:3 to + r'. C3 4 + 0.3(r/. 0.35% EY! ST. E�P. 0,4 +1 EXI ST ING GROUND , — -=r-- 17-�EXISTING CURBNO GUTTFP EXIST. E.P. 44' RT. -1 12 CURB PERMIT CURB PERMIT A\ E 17800 E- 11947 CURB PERMIT CURB PERMIT E-i4104 E-1 1843 R P # 131- 87 P R 1/0% F. L E f�[-- f7- V RT I"- 0 0 L0 01) (0 C\j I,, - CID 14 is 19 2. 0 1 15 16 17 12 13 BENCH MARK FOUND FC.D. BRASS CAP IN PC.C. R/W MON. I I' WEST a 28' GENERAL NOTES MEET EXIST. PAV'T. STA. 2+50 SOUTH OF Q INTERSECTION WHrrTRAM & IIEX. 1. ALL WORK SHALI, BE DONE ii-) ACCORDANCE WITH THIS PLAN AND THE CURB RETURN DATA -ELEV. 1136,1--' STANDARDS AND 6PECIFICATIONS OF THE COUNTY OF SAN 9ERNARDINO. A = 90*39 12: ' 81, R = 20 r.= 1 20..23' 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHORF OR L 31.651 POWER POLES, WATER METERS, VA-'-VES OR HYDRANTS, IRRIGATION STRUCTURES EX I STI NG R/W 1331 331 L 14 1 L ETC. SHOWN OR NOT -HOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO Bt M-P- R/ IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED Xf NO THE OWNER'S RESPONSIBILITY 11311311 1 03 COST TO SAN BERNARDINO COUNTY; IT SHALL BE t a u TO NOTIFY ALL AGENCIES CONCERNED. DATA CD -u CURB RETURN > C) 41 a) cu 00 in 0 a, LEI-, A = 8912011511 in it Ll R = 20, 13 a) (u cis T = 19.771 :2.2 5 a) t�5 9 ct� in L = 31.18' V) LL 01 + Vo m .2 CL rm E-0 in 0 0 L-i-j PRO -ELT 1-- L -U�J� 30 1=1 L-0 fanl:3i m in ISTA. 9+30 70-71 I -j L5 1;1 ATA EYISTING R/W-\ A.P. R/W FUTURE T.C. TING R/W M.P. R/W--� r-FUTURE T.C. EXIS 1 10 --T 30'- R - 301 __j — ------ - -4,01 izl� 4- EXIST E.R W 1 !TTr*% A I A 4- — 4- A'V'r- r— 1'9 20 12 rx I -A IVI 13 15 I'l -C\j - EXIST. CURB (NO GU)TER)- —EXIST. E.P. CONST. CURB Ek GUTTER PER CO, STD. 115 13 EXISTING RA4 CURB GUTTER 1-: P*1 CO. STD. 115 M. P. R/W 11 * , x SEE SHEET I OF 3 wl w CURB PFRMIT FOR WEST PORTION w E 17800 w w OF PERMIT E-11843 W21 2 1WROVEMENTS INSTALLED FEBRUARY 1972 CURB PERMIT E- 1410 4 INSTALLATION COMPLETED R P # 131-87 32 32" 121 CURB PERMIT OCTOBER 1975 81 E-11947 0 51 7.5' — 241 14' 1B, %ARIES -1.8% 0. 0.00, OL /4\ CURB PERMIT E-11843 "J' EAST. PA\O T. 0121' A,C. over prepored subgrode — 0-10 A.0 an propored subgrodp FU TURE TYPICAL SECTION PROP TYPICAL SECTION 00 TYPICAL SECTION (NOT TO SCALE) F5 n -- IN. 0, NO. (D FIELD BOOK REF. 876500 COUNYY OF SAN BERNARDINO H03507 30X Z No Lj 'A 1+75 `40AD DEPARTMENT UE 0 507 0 ZA IVERTICAL &L—,GNM�—NTSI 0 - WHITTRAM AVEN IROADNO - I STA k- _L111,11 �S-W-V 500 -j I-A+40.7P il'4' . ., JA DFSIG 6. --- APPROVEDB' 8765500 REDUCED P! ANS t4m By 0 in ETIWANDA AVE TO HICKORY AVE r- U Ll- 0 CRAWN BY _LMAA'jRA 'VC, 9 J__ -3 L4 I Agk! Z li29 0 INIK- c— Ld & Cukb FONTANA AREA ...... lul.111. 1.... 11.0if L > cuv�6 PevmfT E-1410, Aid�,] \13V ?3V- I�Z41) REcomhli:NDZ:.P ay r 2 f MARK APPR DATE -ILL4,H;ii 5T-"T&A--FV"Gl'NE ii -N ENGINEER SHEET 2 of 5 INGr)ES ON RIGINAL PI-AN-� r 7. f