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HomeMy WebLinkAboutSt Imp-04 - - - - - ; I' L-130.53 O.C. 6224 O.0 rtt DISTANCE FROM(tVARIES d 4 d 4 d 4 d 4 { #_ I Y I -r-- f A -s- a--i- ,- I .i•`o ro - of�.o E _ _ +� N NMI' 1280.. ._ r 1)2Vl/- czi00 -_. .^ +� M - m_.. m : { lit o g N + +g^ 1.02% -0.281% •--i--}_ f ry N -.+ ry .TUTU NN 1.O% -- Q. rt I M ry� N•- _ 0:440R 0.995% t ,,±- - _._. PROPOSED W'LY TOP OF BERM L �38.00' OF "?o e rn N .-'`" -+--�-{-�-I -t- ---,-}-r--• --)-- -�... - --- -. - _ _ __. __ .._ ,•� WEST -. �����+�� EXISRNG FINISHED SURFACE AT -l--i -1---r --I----r--F. ' 4..00'WEST OF It Z : --1- t . O t V + T ° t V -r-I-- + } C +n , ._ .._._ _.._ ... . : .- X 2_ :. N._ N M N N t L-�-t--1- V ! , I._ , ;I s I I.--.._ _.. ::.. W N N N N N "- _- L�-F�-{--f-�--�- ,k Y�'�- --t -F. -+-{: _y.-y -. _ ... ._ -_ - , - 1 �.�.._,}`:.�- ---{-�--. - ._;:_ 1 +-...-i-i- -{-' -1-- t- L,18 $�'` g o ++N EXISTING FINISHED SURFACE AT SAWCUT - o -t- -- E . '1_'?_. : _-_. N g w ro" WEST OF { 11 �280- - c N +F �.g0.92% \EXISTING SURFACE PROPOSED CROWN LINE EAST m,5- .g"' + -d EXISTING SURFACE A'T SIIWCWT -i :'-{- ATOF COLD PLANE LINE + EAST OF 1 * 52% -} su.^ _ r ; i _ PROPOSED SURFACE AT ' : o in o�" rn n N^ _. -1280 '� k `r ,: COLD PIANEIS�ED SURFACE AT WESTERN g w o N o + N f.-.:.., o m 3_ ^ - N='_o. o *�"f-# ?--}---1-- --}- #--!-.f--.-#-L - - ---�-+-i-t-1--.".- -}--(--'--#---}-I -I- --)--- -- -*`i` 16 '16 o,ri• +N N �� v o I t ) ,n b +I. N o - H +m. I_ _---f--I-t-.- -py- '-- •� N o,o- +n- MN o +�,p _ N m4� +hip + ^ 4 N^. N N^h -.__ Vj S M Yu' rn 3 g� ,: • .. _y- _-! f --r b n,n O,�v, ._N•' ry^^ y p N poop W pb3 1._. ; '. �y p p - {{{ O ?Sri j-. -+.- L. 17-1ti -_ N^" - 1280 __� �. f r... I 6 -_g^ _._c"'vmro._.._vN L=93.88 O.0 + +'� + f -. _._ _ -�--+- -- - EXISTING FINISHED SURFACE AT WESTERN z L=13d00..'.ON CURB _.--_ -- J __S_ .- -•.._... COLD PLANE LINE L=44.40 O.C.' '�- c^v�? N ' r:_.:r -i-+ t-+- -r I _ _ DISTANCE FROM W VARIES - I L-30.00 ON CURB w: ::: -- '. m¢z o � N �' •-cmo a.N +-- I- a_ ,. -I-f--- - - T-f- 1-'-- i--�-}---}' -. -{.-. t __@t TO FULL a fi _. ,.. -. m'. a N °' N w o -I- ; -Y ;. i , -( � [ ± � i �EXISTING SURFACE AT SAWCUT 1280- m 1 JF GUTTER HIKE r 1 I m g m +�$ac m N _�.320%�- '' _12 L -V, N i +- f--t -.-}--j-- .,-+?--f-- -^-- -{--.-+ +- ---}- 4.00'EAST OF + pgp vv�� N� g ^ o+� - :t p M V h h O..p O_ 1� �'� +O^_ N b N N p'. 'i' �I.� �n +��+on ,n vi NON N c`�.I N^ 0.974% o I - --_ Wq��`.Nd'N mNn O„1N ^TUTU,-bN +1� NM... ,- ... N �.__ } _ L } i- •:. } �. _ V _ I - -- 0.560X 1 1 _ -..._. ... - -t--+--�--{--t--I- --r -f- - r PROPOSEO'E'LY TOP OF BERM 36.00'FAST OF _ -... ._ y- --f-- F : i-'`-:-�"t r.---{--t--i-.-r-t- -}-�-� -}- --f---•--.:a - .--}-'_3-� '-firt1- -1 -i--}- 0. is 1 PROFILE N N CORYDON RD CORYDON RD ( j j-i - - HORIZ. 1" = 40' . VERT. 1" _ q' I I - ---_ 20 21 0 22 23 24 23 24 25 12 �4'' Z m q h m + ^ ppWm N �� �t✓i til'li ^�� -- N�� N NN NNO N�� N�� _ 1 •.v 1 .99 FS) R STA:77+50.OLT'' 278.301, z EXISTM- � - - . OOgly pF 21+ + NE 8 OF F z n CITY - (1278.83 S4WCUT 1 `- / `• p 278.25 TC N / D CAI L nD„ 78.89 FS) - �cp E 1"=20' 'l IX EP (127 FS) X I ^n w 8.91 / 'IS 1278.5 - - - - - �h _ - _ _M - - BEGIN 8"CdcG RG y� / � �� � 278 FL 1 .89 FS 33 w o till, R/WJ �c v 3 IX EP 24+44. 99 �� �' -- ¢I. I� I� of 10 mm 98 BCR gN EX EP o � 19 � N N en $i. +• ,�3 h t2 N b cis T I L INTERSECTI �d'e� 12 I 7 7 I � � 25+62.81 Sr :-. 1280.14 9 r : �✓ \ •• 278.61 FL ---'� m DEEP LIFT AC W/2 I » » =32+36.35 N TRAIL -' ' m H 11 SACK SAND BLURRY - o „ „ , END CURB&GUTTER .• ,tix9 �--DET A 1280.18 BW CORYDON ROAD �. j STA.31+46.21 ECR 30.91'LT OF MISSION 1280.52 T 11 E PUSH BUTTON (1279.85 EP 4 ,.- I , K)N NOTES0"CURB 15, X2 wuffci a�tcE CURVE TABLE EP / 1 � / 2 9.27JT _ - 1281.36 FS ,BB e9 - - - CURVE LENGTH RADIUS DELTA TANGENT ,.5 13 , / xO To-CONSTRUCT 6"A.C.OVER 6"A.B.PER CITY OF LAKE ELSINORE STD. / (MINIMUM PAVEMENT SECTION).FINAL PAVEMENT STRUCTURAL SEC WIC 279.69 FS 1280.83 FS CURB / EX POWER POLE •' 84SED ON FIELD SOIL TESTS DURING CONSTRUCTION. U�p�*' (1279 97 FS) CI 130.12 186.00 40'40'52" 57.f0 �� �pp/ 7 PROTECT IN PLACE - '/ �j CORYDON ROAD 71=9.5 AS APPROVED BY AGENCY SCE VAULT �'" 4 C2 130.53 186.00 40'12'29° 68.08 x / •S'`♦ ��c+ xwA 80.64 BW / SAW UT E TYPE A-8 CURB AND GUTTER PER HEERSIDE COUN1,'STD.NO 201." „ u C3 44.40 14.0 79'14'29" 37.48 ., 13 3o-REW CUT EXISTIN PAKNENT PER DETAIL ON SHEET 2' DETAIL C G 44.86 45.00 ITJ14T 77.48 -•! ,/� 10 f2ftQ TO 4�X-REMOVE EXISTING A.C./A.B.PAVEMENT. Q C5 93.88 45.00 11931'45" 77.21 5 COLD PLANE EXISTING PAVEMENT 1 1/2"DEPTH AND CONSTRUCT /� 1279.85 FL SCALE: 1"=20' / • DETAIL "C' LEGEND i(1279,8�EP) VARIABLE THICKNESS OVERLAY - 1�.02 FS " " �-CONSTRUCT ACCESS RAMP(CASE"A")PER RIVERSIDE COUNTY STD.NO 403 CONSTRUCT AC OVER AB / DETAIL A AND AS MODIFIED PER DETAIL"A". 14 FURNISH AND INSTALL 36"HIGH EPDXY DOWN DELINEATOR GRAPHIC SCALE / ----- / SCALE 1"=20' 7-AWUST UTILITY TO GRADE (MIN 3X12-WHITE REFLECTOR AND 2-1/4-WIDE 84SE) 40, 0 20' 40' 80' 160. REMOVErAC PAVEMENT AND BASE / RELOVEEX61ING CURB SIGN CONSTRUCTGUTTER / it- CONSTRUCT ACCESS RAMP(CASE"8")PLR RIVERSIDE COUNTY SID.NO 403 AND AS MODIFIED PER DETAIL-C- p2 CONSTRUCT 8'ASPHALT CONCRETE BERM PER RIVERSIDE COUNTY STD.212 CONSTRUCT AC OVERLAY( IN FEET ) ' CONSTRUCT CONCRETE DRNEWAY APPROACH PER COUNTY OF RNERSIDE STD.NO 207 o 1 inch = 40' It AND DETAIL'B'HEREON 13 CONSTRUCT 4"ASPHALT CONCRETE PAVEMENT REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: `/ CfTY OF LAKE ELSINORE � 11M, 3 PETERS CANYON, SUITE 110 ESS/ WILSON MIKAMI J VJj Q Y 3�7 /3 CORPORATION IRVINE, CA 92606 SUMMERLY-TRACT NO.31920-1 SHEET 3 o SCOTT T NELSON DATE W T. 949-679-0090 OFF-SITE STREET IMPROVEMENT PLANS 3A CITY OF WILDOMAR RCE N0 49684 EXP. 9-30 12 !!!!!! CORYDON ROAD OF w N�'49884 SCALE AS NOTED BENCHMARK: DEPARTMENT OF PUBLIC WORKS o U THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE Wlhl THE _ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS FROM STA. 19+92.55 TO STA. 25+62.81 6 ACCEPTED BY: DATE: a 0 0 �y��J=�0 0 0 ft� avl � THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T'INTERSECTION OF SHEETS oa2RAMM.Dop Ad- DESIGNED BY: KAM DRAWN BY: KAM 0f CA��E DATE CORYDON STREET AND MISSION TRAIL 27'-EAST OF THE CENTERLINE CHECKED BY: CC PROJECT MANAGER: SCOTT M.WLSON KEN A.SEUMALO R.C.E.#56915 CITY ENGINEER OF MISSION TRAIL. 1 W.O. FOR: F.B. FILE NO.