Loading...
HomeMy WebLinkAboutSt Imp-03 _. -'+�--�--�-- ,-,-_ r-r--f- , -�---#--__ems-t--*--t-- +_. I _ k k - - - Q L=130.53'O.C. 62.24'O.C. - -. s-. . ,- ', f _ _:_ _: . :-' ' DISTANCE FROM VARIES � ..s 9` s + - - - W - i ; It t 3 t 77 L.101 �:m ,' u�i,wo -:1 � "IIn n � + N+^ .,.o^ v (-0.281�), ^ o,. -F^ v+ N mNmN 95% _ 0.620% 0.440% m=_ � ,-_-�-i I- ---F-: -�-r } N^ r OF --- - - -- '`"" `- --'o--- -- 0 592%L PROPOSED W'LY TOP BERM N _y - , - 38.00 WEST -- --- --- --- -- -- -- --' - EXISTING FINISHED SURFACE AT SAWCUT -- { l P , I : - 4.00'WEST OF z "S I ` t y r ,' ! ^ -{� �4 j I � o �. x i EXISTING FINISHED SURFACE AT SAWCUT + , { .._; WEST OF 1280-___..-._- n_. ^$^._._ry o, +_m^... �N.--N . - o N ^N 0.52% 0.92% 1.20%. 1.64% d LF a , _�o o N _..r_'.' - i - 1 EXISTING SURFACE- 4 --_ PROPOSED CROWN LINE EAST .m�4 0 0; EXISTING SURFACE AT SAWCUT --t - -� - _- - _ _.- IS + -'__-P` r ° Y: t _" t t : _- } '::___._. -_ :- OF COLD''.PLANE LINE ro ae. o�, m N 1 !:. i `:..i f._l ,5 p __ _ b N v+A.m N� N_ EAST OF _ PROPOSED FINISHED SURFACE AT t } i:: ;i , i :t :r _ l 1280- . EXISTING FINISHED SURFACE AT WfS1ERN -I- o m v-- + _ 1275- + - COLD PLANE LINE - m J��,2 -.. �_._ b O N O b.q +^ h N ? p h -I ^� o� +N^ +^ NNm ^^ m o0 3 v �A W b `f� 00 _VIA; o- ,-^ VNb N'-m x .1 1275- ^ ��_ 1280 N - --.?_. L=93.88 O.C. r EXISTING FINISHED SURFACE AT WESTERN + U _� L=130.F10-'-0N+CURB '_ p--`t '_r.. "a p - - - - - . J _. b : COLD PLANE LINE L=44.40 O.C. :" (� � t DISTANCE FROM, VAR/ES. _.- - L=30.00 ON CURB w I -_-_} ,i ca m z ~ 'n `b" o^; ^¢ `m`I ¢- �: .-. _ _._ - ---- ,._ NS TO'FULL i _: t::_:t- - 1 €_ m' •m• ry m _ C r m m ^ ry 0.320� r ! l { 1 ! -' i EXISTING SURFACE AT SAWCUT 1 1)r GUTTER HIKE �' -N-, . .J: m m -F- m o m h +i�gN `" - ...._ -1280 4.00'EAST OF _y. ilS o�fa �� Ufa oza o^ a5 b +.N mph. w .. _ :: q� ��� o :,n zN,. o � $gym hoc oro o�.h .._. +� :+� ry.N. N:.N; 1.464% 1 ! ir. V S,f 9 np ^� ^p� h4� o Ip pig pm + .h N^ NN f 2q ry^ +. vvi� teh ohn_+�� ''nl•� NMI NN 0.974% 0.560% _ 1275 (r.Da%) E'LY TOP OF BERM ! 7 s -. - .:_ 36.00.EAST OF - i 1 i 3 7- i r -: ! 1 , _ - - _ -+" } k , { �u; - ---r� PROFILE r _ CORYDON RD -{-�-�- r, 7 , ;� ; I r + r- r ! I } : 4 1 s 1 t i 1 - -# - CORYDON RD I ,` t - - t - - - - - 4 - - -- HORIZ 1 40 VERT 1„ , 20 21 22 23 24 23 24 25 1z Eta m - urn eh v N.t- a a 9 y _ _ Z UI- +hv) N Nhh MIT V hh ~i �N^ o 11t.!� c>me.�_.� ywy z NN ao _ �-' N N n _ J -- --/_ ` q a � / LINE �... - - STA i+50.OD- 1 .99 FS) -- -� 3 4 m u N z g ^\ <\ 278.30� �� -• ^.. - w�� \ 00 GIY OF 21+ + 8 ;`. qry pM/Y{ (1278.83 SAWCUT o .^N.. .N^... 3 - _.-_.. __ 1 �. / \ 25 TO LINE np�s \I278.58FL 78.89 FS) \�0/ DETAIL D 3 - I / - 1278.37 BIY s,YX:`./ SCALE:.1'=20 N4Ti4'S5'E (1278.91 FS) 00BEGIN 8`CA'G FL )LINE / �' N• o a m h h EX EP._/ omv BEGIN 8" / i .89 F5 h L'N•-`.' n awl- o R W EX EP 99 �. 36.00'RT g �• 'i � WCUT v�c7 �N ry tY`v c3 `L L INTERSEC 7 6 25+62.81 ST 1280.14 - bo DE IL ssUn \ /00 / =32+36.35 -» sN TRAIL \ 278:61 FL /'` T✓0% `A 5555 J L,7"44 f1.j s Et NIGH'END CURB&GUTTER 2 ,� DE T A /�p� \x\ f 1280.18 BW 1 (1280.14 FS) \� p STA 31+46.21 ECR 1 ~ ` CORYDON ROAD 30.91'LT OF MISSION 7E AN FS � 1279.80 FS 1280.5M TC •' E IX PONE?POLE AND ,� (1279.85 EP 3 11 �'' / WTECT IN Push eurron' 0•CURB YS• 9 9 /2,PROTECi Ui PLACE �•�, 4 / / Y 27994 xO� / 1 -CONS�OV�6"A.B.PER CITY OF LAKE ELSINORE STD. 1281.36 FS q,B B 0'CURB CURVE TABLE ✓ � 1 B• v= FS CURVE LENGTH RADIUS DELTA TANGENT (MINIMUM PAVEMENT SECTION).FINAL PAVEMENT STRUCTURAL SECTION WILL BE 1279.69 FS 1280.83 FS Cf 109.12 150.00. 41'40'52" 5Z 10- /� �py 7 EX POWER POLE / BASED ON FIELD SOIL TESTS DURING CONSTRUCTION. 4 CURB �J PROTECT IN PLACE CORYDON ROAD R=9.5 AS APPROVED BY AGENCY (1279.97 FS) C2 13.24 18.00 40'12'29" 37.25 ' �x�O/ .> - / 80:64 BIN ��/ � 2�CONSTRUCT TYPE A-8 CURB AND GUTTER PER RIVERSIDE COUNTY SID.NO 201. CJ 44.40 45.00 79'1429" 3Z25 / X 3o-SAW CUT DOSRNG PAVEMENT PER DETAIL ON SHEET 2. DETAIL "C" Cf 93.88 114.00 19*314T 27.48 7 13 10 / 1280:�2 TO - 4O--REMOVE EXISTING AC./AB.PAVEMENT. CS 93.88 45.00 119'31'45' 7Z21 1' i 1279,85 EP) 5D-COLD PLANE 0ONG PAVEMENT 1 1/2'DEPTH AND CONSTRUCT SCALE: i'=20' / • DETAIL "C' 1 VARIABLE THICKNESS OVERLAY - 121f.02 FS " " ©-CONSTRUCT ACCESS RAMP(CASE'A')PER RIVERSIDE COUNTY SID.NO 403 J CONSTRUCT AC OVER AB / DETAIL A AND AS MODIFED PER DEFAIL"A'. GRAPHIC SCALE i- / + - / x SCALE: 1'-20' 7a-ADJUST UDLIfY TO GRADE 40' 0 20' 40' 80' 160 - - ® REMOVE AC PAVEMENT AND BASE / - �REMOVEREXIONG CURB OCATE DUS7WG SIGN&GUTTER CONSTRUCT ACCESS RAMP(CASE"LT•)PER RIVERSIDE COUNTY STD.NO 403 AND AS MODIFIED PER DETAIL'C- n CONSTRUCT AC OVERLAY 11 CONSTRUCT 8'ASPHALT CONCRETE BERM PER RIVERSIDE COUNTY STD.212 ( IN FEET ) 12 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE SID.NO 207 N 1 inch = 40' ft. AND DfFA1L'B'HEREON 4JQe QV {2./lA OFF 13 CONSTRUCT r ASPHALT CONCRETE PAVEMENT REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED Bv: // CITY OF LAKE ELMORE I D 3 PETERS CANYON, SUITE 110 ptIOFESSiOy¢ �z i5-r WORPO MIKAMI IRANE, CA 92606 SUMMERLY-TRACT NO.31920-1 SHEET W r, caRPaRAnoIJ OFF-SITE STREET IMPROVEMENT PLANS 3 y �oF SCOTN M. 9884 DATE r: sas-sus-Oo90 CORYDON ROAD of CITY OF WILDOMAR �� RCE No.49884 EXP. 9-30-12 TT a DEPARTMENT OF PUBLIC WORKS o h No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND N - c,� E E CRIPTION R, pA� fAT crvu �' 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: 0 0 U' 0 0 0 tF � THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF-r INTERSECTION OF SHE ca�swww>aowatiAa+mce DESIGNED BY: KAM DRAWN BY: KAM CNI�t w,�....� If of I DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERUNE CHECKED BY: CC PROJECT MANAGER: SCOTT M.WALSON KEN A.SEUMALO R.C.E. 56915 CITY ENGINEER OF MISSION TRAIL W.O. FOR: F.8, FILE NO.