The URL can be used to link to this page

Home My WebLink About1993 92-N-1 .pdfSECTIONS1 TITLE 2 TYPICAL MMC, QUANTMES SCHEDuLs OF TYPICALDETAILS 5-13 PLAN AND PROFILE 14-27 CROSS i SHEETSTOTAL HIGHWAY DEPARTMENT PLAN OF RECONSTRUCTION !! !1 b/ s .i.. a J..{. r" ' NORTH M m J6. s ." i.% ' SOUTH ff-IlL37 IX,nSt�a! "`J' p � i � VG G. c"n T fm# .mT fScma d K..r,o-y � � .} ycr.+ ��(J✓cn uw¢wra w .ed rc/FG CY. 'YI s• R �[Pf O • i JS/rP e 9 IY,z+M e. tJ}ra 2ky/r FifjNlri,^rhai H aro-c .W%fiu.n 0. *•Wt4l � rt fi F n�� y ~ ''t n4�S iiRP/J p i4ACiS �' .. ,f%C✓XItF ti .(rS IR � c'( 01931 .4`oG.r wrX rY.a nirc..:. faro ice ^PAGE F3 SITE LOCATION AD.T. 1991 = 690 AD.T. 2012 = 1026 D.A.7 2012 - 155 D. i. OF AD.T., = 607.} T. OF D.T.A_ (�L0.5?5 55 MPH TOTAL NET LBNGHT OF C S - 2.121W SCALE AS NOTED 1993 C.T.H. ESTIMATE OF QUANTITIES AND TYPICAL SECTIONS 92—N-1 .1.1wxv-Rmmm STATION TO STATION NET IXNGIFT OF CENTER LIM CLSAS- m ORM�- w m � =AVAnDN GRAN- UIAR TORDAM mum Oman BAMM ]=T- ATLON CULTIM P" AMR ZKOVALLS 701 Cmvw m wo M? P" 20F27 CFO" 0 ACORN- Olic NA" COURM -ova cow- QSrrff PAT3- kwIT samor w 3merl no mz� Ce war w 5owl w &rx?lrl w Sol W 9omw W 11674A W 141�lxor 3W cw Am w -W $IF Ap" 4r AFRO -T= 4rw APRON -lr= UM ROD ,- see il& TOP 7, s SO m I mm- m" zml Imm 2OW3 mwl ZUOj 2=1 NM 21401 30403 4070i ewl BSM SIL STL xx T.L at am at Ll at CT m CT ?ON ha n rr. im rr. mt rr. Sm. m WE m la r Lm IFF97x.In WL rt Lm rr Im rr Lm ri Lm FT nm lics at mn mm 10+00 - 78+00 6800 1 8 a 1 14 116622 91500 BODO 8540 3200 1 3 2 2 3 — — 1 4 1 12 10 — 2 e z oz 4800 8 8 12 587 59D0 2250 — 4 1 1 1 — — — 14 B 4 —23 -1 31' STANDARD ABBREVIATIONS V' TOPSOIL# SEED W AM, XVZRAGR DAILY TRAY= mm mom= AM AGGEMAM WAY. VATMUAL AR WAN Hain AZDAM XL VATCH UNN VON, mowuzm 4illsk O.M— O'Do 4* TOPSOIL SM r BnUIWENOUS SURFACE I L SALVAGED ASPHALT PAV�EUENT SAZE R POINT RUERRE) TO CN PROFU CRUSHED AM BASE W DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION R Em ON RRX a& a al cmL m CILCM m s SAM Ra POINT OF CMAT%= arrummus 7.1 FRWATS XNMU= RAM I= FXDXSTAL RITUXIMUS ROAD MX RL PODGYor DITERSM-71ON MFISTY LUM Ow � rAMCM ROM FORM ON TAMP" P.T. MmT OF rAMXWT cues GUM R RAD= - RA.NO3 CATCH RLSM RQCFMILY=MKW CD)M= COMOINT M PlIll CHAENS ED, MAD - MW cahmm caimt RFF, Rmm HAND roRym CIASS Rulzu" USE aurn2im klT IOGHr OF WAY c,KCRl CO2W70 MM p7rAL 41 TOPSOIL SM) 4' TOPSDL& SEED r STLWINOUS SURFACE Af V' ED AGM BASE CRUSHL POW REFERRED TO ON PROFRE CONK MR CF. cy. A D DET RTAL TT. m G CONIM=9 Comm a S= CuLvmr PIP& SAN-5, 3AXITAnlZM cum TARts MR, SCEML a& AS ON Sla =09 SFX SEBRimg DWA6 - IN-f9RSV=ON AMIS SL Swn DECTUOI or un-11 - Dut?=N sa mml ff"m DISKS mulay mum STA, STk=X AM 07mw T TWMtNP DISTANCR TAT TANTRN Pffi,Drfrahirn TIM sWAa nc Horn OF WAY TRJUMT im FU= F= ; TO YN OARAQX t" 7WORY UU= a&7MUM 4'TOPSOIL & SEM o.Oa 12' DEPTH GRANULAR SUBBASE TYPICAL FINISHED SECTION SIDE ROAD 4'TOPSOL a SEED OWIFT WA; a am I M. LP. L Lax LEF. Lyt Llm mum UG, unoROM G Hyraor OWL LmcusKrm WrmtmlrON ANGIZ DaZT IMN PDT OR FIN W.Y. TXTSS VIL-13 UDIGHT 07 cum Lnum FOMWAY WKWENT LXFT am 7ORTARD Umm 7= ILW BOX STANDARD DLTAM DRAWINGS r BrnwJNOUS; SURFACE SALVAGED ASPHALT PAvatENT BASE COUF;� PONT FOUMM 70 ON P 2 CRUSHED AGQ SASE CR== AGOMJTR un Munn UmuWIR mAnNA4 O-2.S.& APRON KNIDWALL9 FOR mum= AGGMLM BAn couRn An PIRK ARCH MURn PIPS W DO" GRANULAR SUBBASE E71 CRiNULkR SUM= 41 Topmm & SIMANG 7-LSL6. MARM POST & MARKER POSTS FOR RIGHT OF TAY TYPICAL FINISHED SECTION SUPER ELEVAnON M OymmiL omuSm 7-4,L5, CONSTRUCTTON BARRACADR PROPOSED DESIGN ALLIGNMENT 407B 5 FRANUS R. AND COLLEEN FEE too 0 0.17 0,17 0.87 0.062 RIVARD URE, ICSTV kLIMKT 407A 5 RICHARD KENALL FEE 35.22 0,170 (L803 - 0.973 34,25 0.365 408A 5 XSERH F. AND RUTH A- FEE 14.57 0,192 0,904 1.096 13.47 0.548 CAMPION PC 1 MITI% CASTIK m sli Is uKLE Ot57ANCC CURVE DATA STATIONS t COORDINATES 409A 5-6 ARDEN V. AND TRUDTTH k FEE 5.29 0.056 0.268 0.324 4.97 0,040 w low" 1000.104 Imm ki 9AD47l00* 01011 CIRCULAR StITIGN ---------- KITHIM; CASTING 409E 6 RONALD J. AND SHARON M, FEE 529 0.054 0.279 0.333 4.96 OJ) STAFNE I I A&I'lls Do - 904104° PC 7480.68 K 85L370 7671.831 6 RANDALL D. AND MARLENE J, FEE 5.28 0,052 1 0.291 0,343 4,94 0.0 WEISS WEISS 1631j" cmus wl.m 477lx SOL" Q SIA52,01, IULUI Al ts"1127, Pc - 5D0O'0&l I - 354.14 AT 0035.42 F1 PT 83AIL" VI 11C121 0DZ5,015 517.411 829&.442 1 409C 6 y NO C ROY A. AND DOROTHEA B. FEE 5Z95 0.056 0,265 0L321 5.07 0.0 L4O9D SPUNTER Ni.f4i mcal IOZ531$ 704,436 l6m" IT 0017,04. llujh I - 1145.?Z L • 411.44 C • VLof E • SLIP IT • 5131 CC 7550.052 SAPERElEOATidi --- . 4069 6 DIANE J, LINDSTROM FEE 8.75 0.127 0.550 (%677 8.07 CLO 406D 6 THOMAS F. AND USA A. FEE (L37 01099 0.366 0,465 sm CLO 0 $h KROLL I 1 -341mo mzm R RIDN's?. 1531.58T L=160ft. T=320ft. 403E 7 ��M, KUNEX FEE 1 1100 0.0,55 -- 0.191 -- -- 0,246 0.75 0.0 1071°e, ImVi 403C 7 G RAY AND PATRICIA FEE 5,226 0,051 0-309 0-360 4.87 0.63 STEFFEN I 0.06 IN -1E17.144 11777.5" U46.11 403F I F EDWARD AND JANICE I- FEE 3.00 CLO63 0,204 I 04267 2.37 0.0 TmwwGm EukK I I I . 202VtY L cow# A I, "A'14' L 403L 7 JOHN G, AND PAMELA JO FEE 5A01 0,091 -09 0.208 0.299 k7l 0.0 STATIONS COORDINATES CURVE DATA STATIONS & COORDINATES HAEGELE L Cum DATA ........ ------- - - - ----- -------- 4rO A A 7 RICHARD N, AND JEAN M, FEE 37.27 017 I 0178 0.909 L087 36.18 0,245 PEARSON UKIAH STATION NUITCHC FASTING CRACKER STATION "OHNIn EASTIH; _;�6 404-Q8 7 ROBERTS, AND CAROL D. FEE 1 Z73 0,04 0,04 - OlZZZ 0L262 Z47 0.057 BAKER It • 2DH'0' 4276.404 Ic 04 - quL52 K IUL�27 H72AO� 38,73 0.211 405 8 RICHARD N. AND JEAN M. FEE FEE 40.DO OA 48 11119 1.267 D, • ODIVEZ' PC 4776,47 PC - OD",57, pq m2.5z PC -341.131 4407310 PEARSON I • 503AS PI PT 4771.87 57VAR pi 991.760 4774.850 PT 100LOT 5281.951 T - 700,00 PT 105VL60 I'l -711,156 10007322 402H a EUALRH W, AND CAROL L. FEE 5�01 Olm 0.302 0. 0.0 MAROVART t • 7450 A7 • 1006.76 1( 255"le? 070.683 1 • 1397.07 cc 6850A?5 1455?A02 ADD SOON 402CI 8 DONL BO FEE Z46 0,046 0L425 0.471 1.99 0.08 t C•139532 BERLE C • IDOL&? E • . 5.17 E- 77.7Z SUPEIELEVITiON ------ - --- 40ZT T a RICHARD 0, AND MICHELLE A. FEE: 3.58 0,121 01640 0.761 282 GAD M. 27A3 MSE=2.0% SHERLEY L=160ft. T=320ft. 4Z3 9 GLEN A, AND VYCELLA M. FEE 411,110 40.Do 0.179 GAIT 0.290 39,71 (LON P4214B WAXON CURVE A I I - 7D56,27. I CURVE 1 7 1 -, VD42'03* L 424A 9 R CHARLES AND BARBARA J. FEE FEE 3800 38.00 --0:255 Tii4 1.239 36,76 OZB GARDE CURVE DATA STUTCHS 4 CONDIKATES CURVE DATA STAUDIS & CNIPIMRTIS 9 GLENN A. AND VYCELLA M. FEE 2_00 2.00 0.155 0,866 11021 0.98 WAXON----------------------- CIRCULAR -------------- STATION ......... ----------------- - NCRTNPM& FASTING -- - ----- -.- -------------- EIRCULAA -------- STATION ------- KATHIN; EASTIM; 425A 10 R CHARLES AND BARBARA J FEE " G 25.DO 0.260 IL210 L470 23.53 1,52 GARDE It - 7D51,27, Da - ID3VOV' PC 1021.2n 562C4CI Ic - 22042,03, 04 - 200'28* PC ICROIJO 455396 UNLIA 4258 10 GLENN A. AND VYCEUA M. FEE 15J00 1.Z30 1,636 13.36 0,586 WAXON It INVOV 265.17 PC 562637 5VI-If 615&,25 ?I I031,160 5871.340 FT ID".3" 6155.OP5 D: - 2D05'29' T - 550.00 ?I 1135LIO ?T 11836.74 -1137,05D 1072LHO -IZILB?Z 11264,254 42Ce 11 ROBET B. AND DORIES L FEE CLOO 0.201 DIM IA49 18�85 GARDE I • 3119.72 1 579,38 Cc -Z??5310 57633M A - 2739.73 L - I0S5.57 102,011 H662.oco F0.406 4,31 12 R CHARLES AND BARBARA L FEE 40.00 C,8 0.308 1.452 t760 3EL2+ CL098 C - 579.96 SOPEIREVATICA C - 1078.0 N3PUREVATIrm GARBE FX MSE=3.2% 54AS M MSE=3.6% 430A 12 DAVID A. AND ALLYSON M. FEE 2Z30 0398 0� 398 L875 2.273 20.03 0.284 HARRINGTON - L=160ft. T=260ft. L=160ft. T=260fe. - - - 430 12 JON k AND MA)QN F. FEE 15.20 0.444 Z097 Z541 IZ66 0.172 SCHELTGEN t SrA /o+a9.IA, 430C 13 WILLIAM M, AND.CAN M. FEE 250 0.026 O.t 420.168 I 2-33 I 042] HICKOX _LD DETAIL OF EROSION BALE INSTALLATION s'i .l`, ,y }f k; ^_yr 'I;f. MAN V" .? aYnt lata++ IIUM wn I�r�nxw uu [o+ M N %/ wit wetUw. s®v+u 4w .�eeN.rw SaNu. E00Nr IWAfiON EROSION BALES ACROSS DITCH BOTTOM rt�[ vnxc*R TT rtax �trxw—®. NYter[ e IM T 4d4 �R SILT FENCE TIE BACK g •°1 fTEM FEDi D BY r1E FJY.d m YrRCmI SECTM eN.W4- Tr"� 1""'"wx� T AD,DK EFDOLM --' Y6R 9.0 rF r we Rcs uxvt QOiCYix[ rases cafrm p tt\ 40f wkJFw NAwAI >x NM'i1EPLL d OF dYP164mCR \ TTPCAA. SECT •'UOT[xrcC FMA PLAN VIER F"�= TYPICAL APPLICATIONS OF SILT FENCE TRENCH DETAIL w q^.eE T N o s:wrae, ras+c f r+cR Kr,� da rtc+ FLDx P� .q gOrcxtiE IA0.® NTx y.esxr .erxe4 �a {e =,M w a O .cr m ESCAYAiCii Y0. RPYSX&C 66EM qtx eLifRNAi4 y 9fiKNi fIFfS ,t / v °& ALTERNATE "A" w P69RC RRL '? x SKR F CLMdeI UGYAiEd K W!1C0 StC[4 MSi$(D 117PM TW IA 10 eK CfKix a-p Tw ro 15 — e Ab'th pflTx N 11M,,cS CA r A [ATN r� uq wA&S sty° "0. �,ICR'1➢R 4' ALTERNATE '8" F012 ANWTT W rsa Mr a *c aux5 u.. K x[dsca N v TF`AF s s SILT FENCE } Lp T—T � rex R t � ' RAN Ei1FMSgNS FW TYPES WEASECTq mixE a.. 7K M`Tl u rrc ---" Y"C"edma wcw rK LaARST xunn. W ftl.D ®1 R+ Pu }ma Wee ANCHOR SLOT At BLCINt+vNG AND Lrva of LrosIaN wsa (SUD AND scat L" JOINT [SLED AND SOO} a 4WA DAMD A. HARRINGTON ALLYSON M. HARRINGTON MSMNG EDGE OF BIT, L- 50, 430B JON M. SCHILTGEN MAME P.SCHILTGEN kv Mal 4.3M WILUAM M. H[CKOX JEAN M. HICKOX SM 120+30 COSMNC; 26XIBr*0A PROPOSED 28XIeCMP '� SLOPE INTERCEIPT OPOSED 8.0 ju- PR MP TEL PED NO ll:'Ee DaSnNG CDMFdJNE SLOPE INTERCEPT50'TLE --a --k '.1 — vm STA I m m EL-=m R M WWI WWI