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HomeMy WebLinkAboutRc St Improve Plans 347/7 Thru 348/5 347/7 348/1 348/2 348/3 348/4 348/5--.,P 7= -�Jl- TEMPORARY GRATING (I Requi,ed 3/4 " R E B ARS �Z`CTR S 3/4�' RE BAR 3/4 WE LD 1 2"X 2'A 1/4! �L Ft-" - _n- -_L± SOLT a NUT RE BAR -bNOH ANO�O TO L 3/4PBOLT 8 L 4' 0 Ili' 5ri. EL 1204. 70 y R-120 .07--a-1202,07 Z' 10 PLAN GRATING 1) A 3/4"= 1' , , I 6" 10 1202.07 9, t 71' 1201,32 SLOPE 0 49'X?-7" PIPE ARCH 0C\ 14 GUAGE 00 ,a. A aw A C SECTION A -A SCALE I"=I' 00 C -a __�_MANI HOLE Frame 6i, Cover AI�54 FUTURE Ljj F4N G R 1203-65 U) 04) (FUTURE) 41- 7— w IL S:-�, Son Berardino - 'ounty Catch 00 w StO FLAT TOP wo Basin *8 for details. !_ U) r % (FUTU E) Q_ It i , TEJMPORA RY GRATE w 48' .A W ; I rz A' :A 0 FL 12C 1 .48 12 0148 22"XI3 PIP ARCH FORM IL w z A- z 7 FL 1 0 1 03 FLI201.10 1201.48 -7� w 0 0 T Ew, 0- \�� z IX uj A w X \� �< 0 FL.O( LAN PARAPET EL 1204:35 < ­w 'E u �5t )R Te I uj D\ V JIL S A �,�1'22" X 13"'PIPE ARCHI 66 Cr U) 12GUAGE Co M D CL. x -­ 7 0 jL I y 0 G 12 OT 3S L 2 2 C"XI 3.", PI )P 12CI -413 11- 12 IJ �148! FL 1 -7' u- I C. Co CL A A MANHOLE DETAILS I ILI D w EXISTING RESIDENCC 4 '35 FL. 1199. J CK CONSTRUCT F-17DI'. R_ 1198.35 GROSS GUTTER ry R, EVBLE NO .0"i 06 S ECTIO N Y-Y Scule I"= 2' ro 3/4"CHAMFER PAVING — 2 LI,MIT 03 WALL DETAIL X _T_ Scale I"= 8" M X 17, -URE CURB 10-- a: Pipe arch V, 0 1 la _uJ a CQ 0 C% w 12guag e M \ I z ACCESS FUTURE 0 W F / R OAD > Cr 5/8" 0 RE BAR o rURB LA14IN ul cr 19, wu) pl� 120 "t , �\, I F 0 � N %. 7 STANDARD TRANSITION BOX 22, SEE MANHOLE DETAILS I\k\ Future Curb SEE SHEET 6 ABOVE ( D" A I f — - — 3G" 9f 20 43 X 7 PIPE ARCH w PROPERTY LINE/ 12 0' 4iX�'A FtC H 2-0 36 Std Pipe HEI`14E� 14guage �r��afeW Pipe (Abandon) ot, V _jXjrtft�g 24' _=�?dg�e of existing Paving 4 0 EL 1204.70 A,L, 01 " I I t I I I 1 1 2011( �K:TT 7 ` 7 T R A C T 539 2 CENTER AVENUE Ek FOOTHILL BLVD r,!. 17 Tt tit 9 t SEE SHEE-J" I FOR NOTES AND RM EL 1204.35 . 1. 5-8 ROADWAY -�7 EL 1203.35�7 E% 8�- t:n ZZ C: 0 Ch 3 63" �D 11 A 00 It - r1i 4 EL 119S.35 Z EL 1198,3�;z SECTION X X Scale I"=?-' ®R GROU7-ED RUBBLE HEADWALL PLA N Scale EXISTING -BRIDGE No. z)H] -7 47 rV1) VAJ 30X REDUCED PL-ANS 0 1 �-3 INCHES ON ORIGINAL PLAN-� j\ -A OW-0 A%. CONST. 5' WOOD FENCE, RESULTS OF SOIL TESTS SHEET I OF 6 SHEETS 'TRACT 5593 9 oov le-111;21 KINLOCK AVENUE 6-f SUBDIVISION IMPROVEJAENT PLANS SUBMITTED FOR APPROVAL BY NE\VTON McNEIL st Prap UNE Z0, W 626 WEST "I" ST,, ONTARIO, CALIFORNIA CHECKW BY APPROVED BY DATE J. W. ABBEY, COUNTY SURVEYOR /8' 1A2 -ITN'TATIVE 6 by FINAL SAN BERNA0l-Rd­C6U NTY ObA(Y C0041S�16Nfo'— TENT TIVE 1-1 SLOPE I SLOPE L41E--- -F:NA(-- DEPUTY 57j,". SAN 13EQNi� �IN) COUNTY fI.00iTC(5N7RO[TRTiIE-f— TENTATIV SIC 4 11cr d P. M.-S FINAL TT-T-r' I -TT I I —1w I I I I , 1, 1 1 11 1 1 ) I I " EPUTY DATE- ............... ............ — ? N� C017.51, M0,17011,44'�d Pave pe. Sol/ Oes�- C01751 VsBm /-/-v -4 GENERAL NOTES C'c,r,b t el 94'liqll- /01?- D.RAIN SECTION SCALE I"= 2' 6-.6'Al of itc-o a7,-h;ll 411 1�",orovemew's ?r-- Xo he co4xteaclea' 1h TYPICAL 'CROSS SECTION KINLOCK AVENUE 175"W �g 11,7,ve,17 WIth iraan;y o,Jai 8--el2ard.,ko ///� I - Top-Eucaly.ptus trees'. PC r 5cale -4 19ald /Roo ro --Af�;/ on 10/10/ZS he ASHFORD SHEET ? STREET lz ilia 3, I'CSf r4117 01-lar /'he AeS-411,'S M z 2'17e eaa4�� oy4' Sav Li Lo -> CURB RETURN CURB RETU IDRA�*NAGE STRUCTURES 8. M. R=20 P- zp6l\l TE'MPORARY. Y lb n-f-111kewe'W's 41, "h4f A=66vzs:4d' L=66'25'40" DEBRIS DAM ,�, EXIST 1,7-q L L 23.19 23.19 C014STRUCT BARRI'GADE' EXIST EUCA FLOW wt CONSTRUCT BARRIO ' ADE /00 LY PT ,j NORWICK SHEtT 3 STREET x NO. 104 � 4-, 190 8�117,11'1 i STD. NQ 1104� D ! en (j STD p P, ' 4,1 f 7,5 he laealew, pe, 8 WOOD FENCE. c N-- Z4 W" CONST. RM,s DRAIN ly 1�1 CONSTRUCT CURB 8 GUTTEV w K INLOCK AVENUE w PAVE PER SOIL TEST c DP L CONSTRUCT CURB S GUTTERN SHEET 5 EFFEN STREET Ld 67.16 86,82 5D R= 20.00 Olio DEBRIS DAM I). Z829 9'57 6=go*3d2 L- 31 24 L= 31.60 T-= 19., 82 Tg 20.18 18 is Lo NATURAL WATER COURSE 30 -30. N 30 PROPERTY LINE 5 16 �z E;�C A LY,1�� 3��W I N D h!j E 0 IDE SLOPE UJ " I Ld cn W 7L1-101RAEN LU U.1 )�—FEI\i-C—E �lc m 0: 1 — " I I I 1 1, 1 7 0 0 u- r 8 HOU S E LU 30 25 0 < PLAN SCALE ll"� 40' In x KEY MAP SCALE I"=200' DEBRIS 12400 EXISTING GRADE 5' E OF R- �DAyM:�" 40 12-40 0 2 3 ff- RAI I N SLOFIE 1650 % 'T I N TOP OF WES�T CURIB NATURAL GRADE W FL < EXISTING GRADE 15'WEST OF FL. 43 00 Z co ui SLOPE + 1. 48.'�. 1230': kkol SCALE I"i=20'HOR 1,240 1 4' VERT NATURAL 6PADE (L 0 q FINISHED .1230 1240 1230 N I SLOPE + 1.- 481 % T�O P 0 F: �EAS �T—C- SLOPE + 1. 48,% NATURAL GRADE E �_ PROFILE SCALE I"- 4dlqOR. Il" - 4' VE RT. J TRAr-T 5593 KINLOCK AVENUE ts SO A REDUCED PLANS 0 1 r-3 INCHES ON ORIGINAL PLAN-� 1240 1230 [240 1230 1240 30 w z a: C, SLOPE 1 1/4 FT, 0 0 C014STRUCT Motioj�� CURB S GUTTER Pq 0 D MP I rn Z 0 U 12 12 12 LU 6 z j (L e, LEVEL LINEJ ILI SLOPE 3.5 % 9 SLDPE 1,5 % _bj SLOPE 1/4"/ FT. 8 "M -7 * - /�'I. -, / -, / e 7 7 7 A! / 7 / , , , " , , , 7 7 TYPICAL CROSS SECTION OF ASHFORD a NORWICK STREETS CURB 5 GUTTER LLI ca 2 4 5 6 5,50 7550 75.50 7550 75,50 75.50 j,- C CONSTRUCT CURB Lx, GUTTER-"' ASHFORD STREET C ljl� C' PAVE PER SOIL TEST m CONSTRUCT CURB 8 GUTTER� OW L) Uj R:z2G' 8. A= GG'025 40 z 01), 57-53 77.71 77,71 77.71 7Z71 _h.� R�?O gdp .4) 0,22�, Uj W- L 23.19 > Lj- 3 TV]? 1 15 14 13 12 11 0 w z 7 w > R= 20 90;pzv 3d cl &F Lz3l.58 75-50 55,16 Tz 20,17 z W 77.71 57.71 1 R=20.OQ W 6--69'313Q L= 3L 25 (n T= 1%.83 to 9 TRACT5593ILH n —0' SHEETS ASHFORD STREET SUBDIV15ION IMPROVEMENT PLAN$ SUBMITTED FOR APPROVAL, BY NEWTC'N & McNEIL 6?6 WBT -"I" -ST., _d�TARIO,_ CAUFC)�N . A 10PROVED CHECKED BY DATE J. W, ABBEY, COUNTY SUR. EYdR­ TENTATIV� Py--DEPL)TY - — 04TF--- Fl—NAL TA_N W_RNARUFWZ�UUNTY Rb)�dCdMqJSSJON�E�'�_ T�N—TATIV� Wun DATE— SAN BERNARDINO MMY FF0_0Q CWPOL DISTRICT El F� �Y�� DAT �JNAf SEE SHEE-T I FOR NOTES 01 B M. ro PLAN SCALE I"= 40 C.) LU w 0 c'n w Ld cn 6 7 9 t 0 11 12 13 14 15 16 17 18 'eao' vc- - vc 00 _. 'n ; �zl 1. 011;11 hj 4A N % ��l z 14 " 1, 1 s 14 N )q �n N Uj N t< 'MTURAL GRADE N 0 0 IZ ZO P �E-_ 0 _::::l__�S_LOPE'+l.2_4% ----------------------------J S LO P E - 1. T2t_0j'0_7'-- .40% To p of N Curb-/ k) N+ �\IATURAL GRADE . ....... . ..................................... V, S, LJ 1\ N —4- - SLOPE 1.24% SLOPIE-I'l 4% A, \i �) Sl �q - . h) FS vc Fir) (L SLOPE-0-40% llq ki lz A �'\ N ?,\ 1� qv� 1� ?" k)j�' N� ATURAL GRADE S FL — — ------------ 1. 24 % i2t' qkl, Q �b, SLOPE-1 TOP Of S Curb PROFILE SCALE I"= 40' HOR. I 11= 4' VERT. TRACT 5595 ASHFORD STREET 1240 1230 1240 50 A REDUCEED PLANS 0 i 2- ­3 !uli 1-illitillillullif �-3 INCHES ON ORIGINAL Pi_AN-� ,g,) x m 1240 V64f 30/1 9 7 11 z 0 W 1-- z W (n > 0 0 w 6 R= 20 R: 6= 660 25 40 A' A `H-37" L--z 23.19 o '_j L� 31.24 T, < 19.82 67,89 C 1-- 0- 0. 0 75.50 75,50 Q 30 2-9 9 "4J4 17 is 19 20 21 77,71 77.71 77.71 77.71 77.71 NORMCK CONSTRUCT CURB 8 GUTTER STREET PAVE PL:1 SOIL TEST ONSTRUCT CURB a GUTTE`R--� 75,50 75.50 75.50 75*50 28 27 26 2,65 24 PLA N SCALE I 4o' I t — rN R= 29,00, N-90 as z5d' Ld L=31 98 lu T=26i7 P I. t;� z ui 0 57.26 P, -Z > IN CONSTRUCT CRO ER A- A'. . z cr i, 7- Ld R�11.,O 11 89 3193d. Lu L) u L�-, 31-25 T= 19.B3 23 TRACT 5593 13"T 3 O�-5 NORWICK STREET SUBDIVIStON IMPROVEMENT PIAN5 SUBMITTED FOR APPROVAL BY NEWTON & McNEIL 6?6 WEST "I" ST., ONTARIO, CALIFORNIA CHECKED B Y APPROVED BY DATE J. W, ABBEY, COUNTv SURVEYOR TENTAT'VE ---- — V "r— FIR —AL "ry ,AN ,�N­ARDT-Nd-FUUNTY RO�,D*COMFAjSSjONE TENf4flqE DAIE FINAL DEPUT�__ 9—ERtW?—QjV0 COUNTY FLOOD CONTROL DISTPICT TENTATIVE DATE F1 NAL SEE: SFIEET I FOR NOTES 86 BM- 12 13 1240 14 15 16 17 i8 MI N NATUR;,L GRADE N Ld TOP OR NORTH CURB �j Ld 1,230 p 1230 SLOPE 0.40% SLOPE - 1. 5 0 -0/. NATURAL GRADE 'k F1 N, I SH ED z -Q 1,220 1230 u N SLOPE 0.40% Q NATURAL GRADE S SLOPE - 1. 50&% L) TOP OF SOUTH 'CURB AO 1220 —41 1230 k SLOPE 0.40% 1194 ' SLOPE - L 50 c/. Lit PROFILE SCALE Ill 40' HO'Ri .................. 3ox 4' VERT. h-, \J ]D\46. 11\11o. 34S REDUCED PLANS 3 o�'S 0 1 12 ?-0 k3 INC',tES ON OR!GINAL PLAN-� TRACT 5593 NORWICK STREET / J Jk �g) x --k& 'j �SHEET OF _5 TRACT 5593 SHEE�� CENTER AVENUE SUBDIVISION IMPROVEMENT PLAN) SUBMITTED FOR - APPROVAL ­ BY __ _NEWTON & McNEIL V6 WEST "I" ST, ONT ARIO, CA LIFOR,,;, ID' 12' 70ECKM �OY- 0,PPROVED - BY DATE - -_ LEVEL LINE J. W. WEf, &:FtJ_NTY SURVEYOR TENTATIVE Y— - OATF_ slope X4 -CONST. 6" RKS. 0"UTY 'W*6ERNAODINO OOUNT( ROAD COMMISSIONE _N Vt BERM PER ST TATIVE .510 e //,e SAX e xp- 0/. DJ14 9A 777Z Ll-'1=1.1=�-,177 =1177';:, DEPUTY �,AN UERWi'�Dli�0--CdUNTY*FCob6-tdNiROL'bl§TRICT -TE—NTATIVE 01J7 4, 7�1 Ae.!;v, 71 __[ � I 01 r TURE PAVINV OAT' FINAL FU DEF (FUTURE) mono C aeb 6t6atj'cr rURB IN GUTT,,=R SEE SHEET I FOR NOTES Sk BM - 'A STD 102 TYPICAL SECTION OF CENTER AVENUE SCALE I"= 5' A B R 20,00 R-' 20.00 6390029"w" a - we 31,3d, Lx3t58 L*31.25 rx2Q[? Tsl%83 PLAN SCALE 1 40 0 LU c 0 w 6 c 0: z c a U) + FUTURE PROPERTY LINE--� z LIMIT OF TRACT-'� CONSTRUCT -REFLECTOR 0 GONSTRUCT REFLEOVOR SEE SHEE 4 12 1p— 11.1 i05 --CONST6'P.M.S. BERM PER pus 1 110,105 12' InACT 5592� CENTER STD. 114 - UP7 GRADE TO DAYLIGHT PAV E PER SOIL TEST ,33 22 -�10'11411D v .bP' COMST_§Iq�T CURB 6 GUTTE COMSTKUGT GURs a GUTT CONSTRUOT CUiXZ Et GUTTER'l Lw r ...rlack I.- �- LU I LK 108.00 Lu 9643 InFtAl �le 90.49 IDEWALK A Is n E3 A B cf) �O F_ 1 9 22 0 W , u ic" w w CO w 113 X I I x 1 11 �.. cli I n �_lj I QS cf) I N, w LU w w 0 LU u- W, 003 01 li . = I I 0 1 Zil 11 19 18 1 17 16 15 _Z2 2-1 20 Fla�-_JB A I MV I I !I 17 1 1 cn 2! 0 0 PROFILE E PROPICE—* EAST CURB TOP OF (FUTUr3E) FINISHED ktL 4— SLOFE 4- 2.00% SLOPE 1'2.0% P E t 2.0 7%, PROFILE W FL SLOPE t 2 .0 % TOP W. CURB 0) SLOPE-� 2. 4 0 PROFILr_ SCALE 1"= 40HOR. t"= 4"VERT. w w 00 � 1r,01 ZZ, 1220 1230 f 0, 1220 1230 NGNo.31B 1?-?- 0 TRACT 5593 CENTER AVEN.UE gf- REDUCED PLANS 0 1 2- -5 �3 INCHES ON ORIGINAL PLAN —I 1 1230 1230 1 .21 3��x rN 13 01 N 4 a 4 'Oer sod coa5l'-wl Cb,-h ge,,nnYe Be.­m wd e9plIel- s1d 177,71ce- 6maolh ca/;,mucho'l, w NORTH HALF EFFEN STREET :D w w s c ale ui > 'N+ �j 31 32 F) 3 34 35 36 37 38 R--,-O 0 &90.6qD cl 75M T5.50 75.50 1 75.50 75.50 75,50 75.50 T=20.17 ONSTRUcT Co,751rucl M6,7oh1h4- Cv,-6&y-v11kl-- Sy'd 10,R CROSS GUTTE 54 2, PER STD.110 ?7.8 qj See Sheel' Tn7o' 55;�e. v 0, A Ld F; Ld C) PLAN SCALE 1 40 I D D .6 D .FROFILF, NORTH j__ _ ___. TRACT'5593 I SHErT5 OF5 SHEETb EFFEN STREET SUBPIVISION MPROVEMENT PLANS SUBMITTED FOR APPRUVAL BY NFVVTON & McNEIL v�_k";�S—T "r �f, ON- T_A_ R'10, C-A-LIFORNIA I;HEI:KZE) BY APPRCVED MY--- DATE J. T —ABUT, —COVNTY SURMOR 'T—ENTATIVE IV — —DF-UTY —­ �& 'SAiT_B(RKKR_QldCl'�6UNTr ROAD* COWWIS�16NER 1ENTAT19E BY y OAU� I SAN WERRA�3575—COUNTY FCb6ff_CdNTR0CD_lSTRICr `T�NTATIVe� Lay_ DEPUTY D kyE— SEE SHEET I FOR' NOTES 8k UK 1230 12-7: C; Dv4c,No.3qg 30 x 'REDUCED PLANS s 0 1 2. 5 I Z INCHES ON ORNSINAL PLAW-1 TRArT 5593, EFFEN STREET