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HomeMy WebLinkAboutTR 30962 SIP PLAN NO 03-94_03-96 CIrFY OIF IL-AIK1E] Ti_', ILSI1\T0R1H] STREET IMPROVEMENT PLANS 74 � I P .M. 30962 COTTONWOOD CANYON ROAD CANYON R NEWPOR RD & CEDAR MESA DRIVECYN 15 � � �o j 2,5 SITE LOCATION RD SCOTT RD BUNDY CYN. OTTONWOOD Z�' CYN. RD SHEET 2 SHEET �J f CLINTON KEITH RD 33 � w0o COTTONWOOD — — �I �/ v TES CANYON — \ VICINITY MAP GENERAL NO -�._ 0 _ ROAD _ �� \ NOT TO SCALE . LJ - �-- ----- FX Sj 7HOMAS BROS.MAP PG.28,GRID D4. 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF / Z /G`�� O/yC0�0 AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES RO,lD) 000 \ NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE J lil ©Y LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS w REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL F / . UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALT.BE REPAIRED OR REPLACED / -T � BY THE CONTRACTOR AT HIS EXPENSE TO THE S417SFAC7ION OF THE GOVERNMENTALAGENCY. - 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD SPECIFICATIONS FOR INDEX MAP PUBLIC WORKS, (LATEST EDITION),AND STANDARD DRAWINGS OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS' RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. SCALE: 1"-100' 3. THE CONTRACTOR%AU.NOTIFY THE CRY OF LAKE EL9NORE PUBLIC WORKS INSPECTOR FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(909)674-3124,EXT.247, ENGINEER'S NOTICE I o BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONDAY THROUGH FRIDAY. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE NORTHEASTERLY SOUTHWESTERLY 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION NOTES and OUANT rY ESTIMATE TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. NO. DESCRIPTION QUANTITY UNIT RjW 70' R I m APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 48 � � Z REQUIRE IMMEDIATE WORK STOPPAGE. TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY STREET IMPROVEMENT i i AND HOED THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL 3' 11 24' C•L 24' 11' 2' O 2X C 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE LIABILITY, ;7F L OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF t i3NSTRUCT 6* CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. N0. 2'hJ 3,155 LF NECESSARY RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY All UTILITY WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE 5' 5' 1 F 3 COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CONSTRUCT 6"ASPHALT CONCRETE DIKES PER COUNTY OF RIVERSIDE STD. NO. 212 180 LF ?: X 1 coCONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48)HOURS CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A 1 EA 2% 2R 25 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PRIOR TO BEGINNING WORK. J CONSTRUCT 4'A.C. OVER 10" AB. PER SOILS ENGINEER RECOMMENDATIONS 77,750 SF MIN. "' 2% 2% - PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND 1 W,pX 6. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO HAVE A RESPONSIBLE EXTENT, THE OWNER, BY ACCEPTING THESE PUNS OR PROCEEDING WITH 5 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 4 EA THE IIi1PROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE 2 6 1 4 4 1 6 REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE 8 CONSTRUCT 5' WIDE SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401 17,315 SIF -_ OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED (LOCATION SHOWN ON PLANS) TC ELEV.=C.L. TC ELEV.=C.L. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK .• ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED 7 INSTALL STREET LIGHTING 9,500 LUMEN PER COUNTY OF RIVERSIDE STD. NO. 1000 9 EA ELEV.-0.10' ELEV.-0.10' AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE SUBDIVIDER MUST OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE TYPICAL STREET SECTION for INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE AT LEAST FORTY-EIGHT PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN 8 CONSTRUCT 2' WIDE DIKE OPENING WITH 3'x2' RIPRAP AT LOW POINT PER DETAIL ON SHT. 3 2 EA COTTONWOOD CANYON ROAD (48) HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S 9 INSTALL SIGN AND POST AS NOTED 4 2 EA N.T.S. RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES 10 CONSTRUCT LOCAL DEPRESSION CASE C PER COUNTY OF RIVERSIDE STD. NO. 311 1 EA ' - 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE CONCERNED BEFORE STARTING WORK. 1 STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, 11 PAINT STOP BAR AND "STOP'TEXT PER CALTRANS STD. PLAN A24D 4 EA ELECTRICITY, GAS AND DRAINAGE FACILITIES. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. 12 INSTALL 2"x4" REDWOOD HEADER 180 LF � 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED 13 INSTALL BLUE REFLECTIVE PAVEMENT MARKER FOR F.H. AS REQUIRED BY FIRE DEPARTMENT 2 EA NORTHERLY SOUTHERLY ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES BY THE PREPARER OF THESE PLANS. SHOWN ARE FOR BONDING PURPOSES ONLY. 14 INSTALL "PAVEMENT ENDS" SIGN W-19 PER CALTRANS. TRAFFIC MANUAL PAGE 5-39 1 EA R;W 60' R/ 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. 15 INSTALL MARKER TYPE "O- PER CALTRANS. TRAFFIC MANUAL PAGE 6-75 13 EA 0' 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR 1 1 ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE TO BIDDING FOR CONSTRUCTION. 16 INSTALL DOUBLE SOLID YELLOW LINE DETAIL 22 PER CALTRANS. STD. PLAN A20A 1,339 LF 12' O 2% 1 10' 20' C.L. 20' 10' 2' O 2% NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PUNS. THE REVISIONS SHALL _ _ BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR A1�PROVAL 5' S 1 MpX PRIOR TO THE FINAL ACCEPTANCE OFA.THE PROJECT BY THE CITY ENGINEER. BENCH MARK: Mqk 1 Z ELEVATION: 1400.873 2% 27G 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION DATE. 1970 2� SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. RIVERSIDE COUNTY DESIGNATION. E-14-70 CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE PROJECT BEFORE ACCEPTANCE IS GRANTED. INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET 6 1 4 4 1 6 v NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE I 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN TC ELEV.-C.L. TC ELEV.=C.L. WITHIN PUBLIC RIGHTS'-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT THE THE TOP OF CONCRETE POST E-14-70. ELEV.-0.02' ELEV.-0.02' TYPICAL STREET SECTION for CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF I . . INSURANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT CEDAR MESA DRIVE PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT N.T.S.�A - C CONSTRUCTION WITH AN APPROVED SET OF IMPROVEMENT PLANS. BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, NO GRID BEARING BETWEEN N.G.S. STATION 'WILDOMAR'AND N.G.S. STATION 1WT1 MC250 TACK COAT TO BE USED ON ALL STREETS WITH GRADES GREATER THAN 10% '11E77 I.E. N06'21'37'E THE COMBINED SCALE FACTOR AT CP 2015 I 37 IS 0.99989774 AS SHOWN ON TRACT MAP 29568, M.B. 29911-5. GRID = GROUND x COMBINED SCALE FACTOR PRIVATE ENGINEER'S NOTE TO CONTRACTOR INDEX OF SHEETS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS SHEET 1 TITLE SHEET WITH VICINITY MAP OR STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE SHEET 2 & 3 STREET PLANS AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING SOILS ENGINEER OWNERIDEVELOPER UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN PACIFIC SOILS ENGINEERING, INC. PARDEE HOMES ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND 7715 CONVOY COURT 10880 WILSHIRE BLVD., SUITE 1900 i - RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR SAN DIEGO, CALIFORNIA 92111 LOS ANGELES CALIFORNIA 90024 m -- NOT SHOWN ON THESE DRAWINGS. TELEPHONE. (858) 560-1713 TELEPHONE. 11310) 475-3525 1 � ��Y1n,�� WDID #833C300693 ■ cLq4n e e0 D @ERVOMNO. DATE REVISIONS APPROVED BY DATE CITY SEAL �tOFESSlO,y PREPARED BY CITY OF LAKE ELSINORE ALEW 1 CERTIFICATION: ��SEPN HAp eye SHEET: N 2 y o c PARCEL MAP 30962 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE � �� �� CIVIL ENGINEERING ( �' AOIC�O OMEO�/K//a'J1�K�O�/IT.L�A'd"�L✓K/11l'�/C7j��/IC. 7 0! APPROPRMTE CONDITIONS OF DEVELOPMENT AND/OR CITY Na.29242 A LAND PLANNING OF: 3 L slikaS ora, LAND SURVEYING STREET IMPROVEMENT PLANS AND STATE LAW$AND A PERMIT CAN BE ISSUED. * en 3-31-2007 * 1181 CALIFORNIA AVE. -STE.202-CORONA.CAUFORNwa28a1 COTTONWOOD CANYON ROAD and ; �� 5 /�wss��//��a�il// s-Z9-0,T sr clvl` �P (909)zeo<, FAxleoel2a&4iso CEDAR MESA DRIVE FILE NO. TWO WORKING DAYS 6 Bd/ N't ODONDEL4 R.C.E. O.26603 DATE 9Tf OF OA�1EpQ- RCE 29242 -fit-u) TTTLE SHEET BEFORE YOU DIG 7 JOSE H HARTG LICENSE NO., DATE W.O. 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' .• ' . •• • • - . , V, 422 413�©NSESSION MOMMI OR SESSION MENIM •• -- _-- _ PORTION OF 37.54' P OF CURB 24" R _ _ _ _ 49.4T O - 24 O D. . _ _ . . . . - CEL<1T1Tr' DRIVE e e:- �m W � � ��� � TOP OF 2r�' AND LEFT OTHERWISE SHOW*! STA--26+20 ^m N o 1 a r "urn ^ o N < 7 78'LT. < - _ _ _ B UNLESS 1535- + {w oo n +n - etEv s36.t5 _ _ - -7.54 OTHERWISE,SPECIFIED W : -TW -OF 7 N� M M - : - PROP. TOP A.C. DIKE lz N M Cld 2 PVl ELEV• - U - -. ._ . - _. ST-wa ----_ _ -- __ - -- J27.Q.' rr _ _ 9'9Pp I-V294 4 N WI r7 m OSED F m w zvE 21Y - -- - --- -- PROP .S. Q a- ni+ - - --- - -- oIR ® .� o*to - - - _ - 8 8 D + J$ e -- M N N N.f N N +M (� r CO< - O N O O W - 1 - i CC o G 1.3 � NO fD K + �EDCANYON:R __ -_ - - N N -_-- 1 x C 0.91'.GOj 10+D1.06 CEDAR MESA DRIVE _ .''20 f DIRT -. 1 1532.97 : - - : .T _. _ - -_-_ - _._.._. . - -_ o+ 04. OYER C.Ls - - �o w � m r I m m o1W: D N� o - - - n .aA- w - - 68.69 N - _ _- -- WL _.. _ : - it :._ _. : ___ A ••. -_ _ 5D' .0 - Q K- --. V1 STA- +20 m- -_ - ___. - : - _. VI LEV=S 0.20 W - _ _ - - --. - -- -1-1- Ilk 11 - 9 53�-- P. OUTHWESTERLY: - - -�530 - - - - - - rn N - - - - - �-D 1 N n -.-- -FJ3EY - zz RKME SCALE - t�rr r a 21+00 - 22+00 23+00 24+00 25+00 1 26+00 27+00 - - 10+00 11+00 1 - _ - - 2•h00 I 3 ��J/ \ E PROPOSED BARRICADE 1 US OgTq/ PER ROUGH GRADE PLANS CQPP N 4 p / Z" Z PER SD2 PLAN P SD / I !Y 7 $ CDR/pP T RCIT f}� �a \ 'I 3$ 1A Z TRACT 30492-2,3/ r: ONg]RU / o w o 4 r / C A.C. DIKE l3'x2'x 1' DEEP C 2 9 ST. NAME _2 f, W LIGHT RIPRAP 1� 5 SOP SIGN R1 m v N PROP. 18 RCP SD C F e T T y v T� PER SD PLAN .. - =1 O1I• a �o - m vi C9 TRACT 30492- O O/1/wQS ou * 2 \EKOO vi� PLAN N y_z.• - - N N.T.S. IWl1 29.15FL -.__ _-18 1 ~" \. i \, �``_ 'C' = x,10• - I 2 I LINE 43 Z =� 3L140fl• 'I- �.: . _ -� � --..,,)O F,G 2 � �° 11 - - 1 - N�pD O 037£ LOT C ' . ■ PROFILE 6 1 3g.T6T Oar + 23+89.41 COTTONWOOD CANYON RD. .+i 8 �0• 15 N.T.S. I 26FL h0 -10+01.06 CEDAR MESA DRIVE it 42 7 2 12 9238So SO xC COCRE CREEK i•O A.C. DIKE w� npgN 6' oF$ 30 �Tp \ o OPENING DETAIL o� 43 �//^ /�• Tp \! , NT W Ef'.� \-'�(Xf� ��o U SEE DETAIL 1 FOR (7 \V O'?o \ T .\`R7 T �00 4'MEDIAN DRAIN CONSTRUCTION NOTES: LOT D OC' �T a' `Tc� b \ LOT D m' o9 SEE TR 30494 SO PLANS " \q o CEDAR MESA DRIVE SHT. 18 FOR C.B. to-CONSTRUCT 6" CURB AND GLITTER TYPE A-6 COUNTY OF RIVERSIDE STD. 200 COTrONWOOD CANYON ROAD ,1� W� 4=���w - \ � I NUM :� <��^ m CONSTRUCT 6" ASPHALT CONCRETE DIKES PER COUNTY OF RIVERSIDE STD. NO. 212 �� cY try ; C CONSTRUCT 4' A.C. OVER 10" A.B. PER SOILS ENGINEER RECOMMENDATIONS 44 \h'� / *g-g•>< o ' �3 �L 3 O <Z 5 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 CONSTRUCT 5' WIDE SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401 (LOCATION SHOWN ON PLANS) CURVE DATA TABLE LEGEND ABBREVIATIONS: souR/W NORTHERLY 18 18 3p5501 6•RW.. �4i� B 0) c INSTALL STREET LIGHTING (9,500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 CURVE RADIUS LENGTH TAN DELTA UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK 70 28j 1 Bp1.4 (s 9 8 CONSTRUCT 2' WIDE DIKE OPENING WITH 3'x2'xl' DEEP GROUTED LIGHT RIPRAP K 600.00 367.02 189.46 35.02'54" ---- RIGHT OF WAY BC BEGIN CURB HP HIGH POINT I 35' C.L. DO 35' I a 31. IOP 8 j B I R DO AT LOW POINT PER DETAIL HEREON L 624.00 143.42 72.03 13*10'07" LOT LINE BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE 1 --_ 1 M 576.00 327.94 168.55 BVC BEGIN VERTICAL CURVE O.C. ON CURB VARIES VARIES VARIES VARIES 12 ATRIUM DR n go-INSTALL SIGN AND POST AS NOTED 32-37'17" --- CENTERLINE SECTION B-B 12"M C.L. CENTERLINE O.G. ORIGINAL GROUND /1290 OR EWAL o+�'-+ 11 PAINT STOP BAR AND "STOP" TEXT PER CALTRANS STD. PLAN A24D N 624.00 145.70 73.18 13'22'43" I I N.T.S. 1 LOT NUMBER DWY. DRIVEWAY PI POINT OF INTERSECTION 0 25.00 37.54 23.32 •01'27" 1I I' EC END CURVE PVCC POINT VERTICAL COMPOUND CURVE 12 INSTALL 2"x4" REDWOOD HEADER P 320.00 141.45 71.91 25`Ig•J7• may/ CURB RAMP ECR END CURB RETURN RAID. PT. RADIAL POINT I 2X 2 I DETAIL 1 13 INSTALL BLUE REFLECTIVE PAVEMENT MARKER FOR F.H. AS REQUIRED BY FIRE DEPARTMENT © 0 300.00 132.61 67.41 25"19'37" 0 CONCRETE SIDEWALK EP EDGE PAVEMENT TAN. TANGENT 2% 2% N.T.S. R 280.00 123.77 62.91 25.19'37" EVC END VERTICAL CURVE TC TOP CURB z, GRAPHIC SCALE 14 INSTALL "PAVEMENT ENDS" SIGN W-19 PER CALTRANS. TRAFFIC MANUAL PAGE 5-39 0 ASPHALT CONCRETE PAVEMENT FL FLOWLINE V.C. VERTICAL CURVE S 303.00'132.50' 67.33' 25.03*19" 12 4 4 w o m a m 15 INSTALL MARKER TYPE "Q" PER CALTRANS. TRAFFIC MANUAL PAGE 6-75 7�---�L_� STREET LIGHT FS FINISH SURFACE TO TOP DIKE T 297.00'129.88' 65.99' 25.03'19" l--r" O.D. ON DIKE 12 16 INSTALL DOUBIF SOLID YELLOW LINE DETAIL 22 PER CALTRANS. STD. PLAN A20A U 3.00' 9.42' N/A 780'00'00" YSFH FIRE HYDRANT NOTE: V 3.00' 9.42' N A 180-00'00" SIGN SECTION A-A I IN Rr 18 CONS UCT 6" CURB ONLY TYPE D-1 COUNTY OF RIVERSIDE STD. NO. 203 \\1 EDGE OF PAVEMENT ADD 1500 TO PLAN VIEW ELEV. N.T.S. 1 i>un= +D K�i�-BUl� NO. DATE REVISIONS APPROVED BY OATE CITY SEAL PREPARED BY: 1 �1LOTEss/oNq _ CITY OF LAKE ELSINORE CERTIFICATION: a �� - BV ENGINEERING SHEET 2 12/19/ REVISED CURVE DATA, PROFILE, ELEVATIONS, CURB RETURNS k ST LIGHT y PARCEL MAP 30962 6���� THESE PLANS HAVE BEEN REVIEWED FOR COMPL4WCE WITH THE W CIVIL ENGINEERING Z gffM APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.23434 A LAND PLANNING STREET IMPROVEMENT PLANS 0F. J 3 5/28/07 ADDED RAISED MEDIAN ISLAND AND ATRIUM DRAIN W/4" PVC DRAIN y KjkS ( f '] AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING _ ♦ Exp. 12-31-OT • ,181CALIF IAAVE. -STE.202-CORONA,CALIFORNIA 92881 COTTONWOOD CYN. RD. FROM 21+00 TO 26+50 4�q � 19 AS"8u1LT ?L OJi� B Q a6�r�� sl \p (951 FAx(951)2711�} FILE NO. Iwo woII,I c DAYS 5 K A SEUwao, RE. No. 56915 w 9tFOF cALIFaR�' RCE 23434 r/3, CEDAR MESA DR. FROM 10+01.06 TO 12+25 III owl You Dic 6 DENNIS D. NELSON LICENSE NO. DATE W.O. FOR: DK-001�07 4A pj,b oo/,23 RBI .3 I g I i - _ EOFTill37.54' 79.71 T NS. FROM 2a TO 14- - -- - _ -._ _ __ -_ .- .O.C. 51.74. - - _ _ 49.47' O.D. 30 24' OID. TOP OF CURB 24' RIGHT D C. -- CEDAR 61ESi4 --ST. C.L. ELEV.-0.1 ' _ w 41444cy 50':vE10 TOP OFCURB 2EJ' AND LEfT WISE SHOWN - u 16+2° _ - CI Rccc- o.-CT t..t m "? in ai rn �,o <. f4.7T78'LT -r m -- _ _ _ _ _ _ _ - - _ -�E .112� UNLESS - - 1$35 . . off n r of -r v - _ fi5 1$36-- TER __TOP OF CURB N -. I.; O ~ PVI STA = 2 86 om n�io"' l.W.l PVI ELEV = 153130 z 50'V.C. - - - - _ - .1- _ m sTA=ze+m TOR CUR■ N = P F. . O At =:f C °' - A ELEv=5a0-25 - w w m- I -: � -PROPOSED F.S. O C L to 8 D _ -- C '.I o0 ...0 +n +�. + �,"'� +`P - ooi _. v1'' O+IN - - - - - - Z 100'.V.C. �Z W f0 O'0 M M N N N N N f N + O Y O O W -- - _ .. - - G _Z m "',� o+ _ -_ __ __- F .._ ».nm a_- - - - - w - . PVI STA.= 11+50. k _QN +,n : +n -L30`o N n + N o �r +,n nN -. n+ m PM ELEV= 153N� in DCANY �'JS ' N � _. C�110+b11530 C.L. .06 EDAR MESA DRIVE -X v' O c 53 .97 _. --- - - -._ _ .;.. .. ; - m o n O N N 2 07 0' IR1 w a- + 11> L��21 tt o � oryyl--'I}- n oo 93.23' TRANS FROM 24' {© -- - -.L.- n - __ r N - -_ 68.69' 0. . '30.54' tr-°r -- - -- -.___ .._ _ ®a of . 3 S 0 O �7 - - -_ 50 V.C. - --a --__ O --- : a¢w w STA=26+20 a - "33' .- m - _ okLd _ VI ELEV= ,20 r- -- o�� _ 4ME Nr o � V.G. OVER C.'EP. TOP A.0 2 ` -9 535 TO OPR DP.f CURB EST 3. HOW: : ao - _ VEW.: r- 4 - Ell- 21+00 22+00 23+00 24+00 25+00 26+00 27+00 10+ 11+00 12+00 I D / PROPOSED BARRICADE US °gTA/ m z PER ROUGH GRADE PLANS OORP NAP / z W g " G7 PER SD PLAN PROP. 24" P S/ / m 5 PR2pR TfR'NIT FRS / a a C TRACT 30333�2,3 7 OOHS / 3 w O \ i m +� O oo \ UCnaV of Nma 5 ',.24 \ ROPOSED 3-20' HYDRO ARCH 7 (9 A K s W A.C. DIKE l3'x2'x1' DEEP GROUTS 2A ST. NAME PER SEPARATE f�ERMIT "+ p LIGHT RIPRAP �� - S u! 9 STOP SIGN R1 / °i o X 5' ECR; 1Vv v v+ TO A ? r / NU X � (•ECK PROP. 48" RCP SO TRACT 30492-2, :O 5 L=1 COLON a J?aP��'b 1 m ,n 6 SID PLANX n CRE f I1'O00J�o� 23 32.18fL K 11 ) K rye $ G� � PLAN O -- _ q^n o'-lQp F, N.T.S. - 40FL .' . W15FL "RW �690 2 LOWLINE 43 •• u'1 3311F'L" 34.��Fl- 4. � 7:T -Q O7 22 io 3.61iC o R 121wv ..FS �4 N72'00'3 "� � LOTC .. 1 a a . . .. . _ > PROFILE b� 1 7.)Br O A3+89.41 COTTONWOOD CANYON RD. v 6 N'Ol 15 S N.T.S. o 68FL h C9 O =10+01.06 CEDAR MESA DRIVE Nq C �8')y "�k/ g OQ fo 42 7 2 92 3). So d� a A.C. DIKE N _ �gN1z e sg.so �� COON � s OPENING DETAIL G o O� 43 rp s QM?�F�cHrr�= >� Fkisr wOOp GO�G�� �- / Qi LOT D moo LOT D ��.0 m r a CIA( qo ��o e o CONSTRUCTION NOTES: �v �2 �=���w ON R II CE6AR MESA DRIVE a O � COTTONWOOD CANY N ROAD .t� �a o Q o qo € �s C ta-CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE NO. 200 CONSTRUCT 6" ASPHALT CONCRETE DIKES PER COUNTY OF RIVERSIDE STD. NO. 212 44 5� / x mo 4o-CONSTRUCT 4" A.C. OVER 10" A.B. PER SOILS ENGINEER RECOMMENDATIONS +\ �/ ti � ry�b} \ a Z e 5 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 LEGEND SOUTHERLY NORTHERLY C o- ABBREVIATIONS: R/W R/W m 6o-CONSTRUCT 5' MADE SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATION SHOWN ON PLANS) CURB DATA TABLE UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK 70 NOTE: z RIGHT OF WAY BC BEGIN CURB HP HIGH POINT 35 C'L' 35' ADD 1500 TO PLAN VIEW ELEV. D m To-INSTALL STREET LIGHTING(9,500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 CURVE RADIUS LENGTH TAN DELTA BCR BEGIN CURB RETURN M.O.C. MIDLE OF CURVE 1 R K 600.00 367.02 189.46 35'02'S4" LOT LINE Bo-CONSTRUCT 2' WIDE DIKE OPENING WITH 3'x2'xl' DEEP GROUTED LIGHT RIPRAP __ BVC BEGIN VERTICAL CURVE O.C. ON CURB VARIES VARIES VARIES VARIES CENTERLINE AT LOW POINT PER DETAIL HEREON L 624.00 143.42 72.03 13-10'07' C.L. CENTERLINE O.G. ORIGINAL GROUND M 576.00 327.94 168.55 32*37'17' 1 LOT NUMBER DWY. DRIVEWAY PI POINT OF INTERSECTION 9a-INSTALL SIGN AND POST AS NOTED 1 2 2 i N 624.00 145.70 73.18 13'22'43" CURB RAMP EC END CURVE PVCC POINT VERTICAL COMPOUND CURVE 11 PAINT STOP BAR AND "STOP" TEXT PER CALTRANS STD. PLAN A24D 0 25.00 37.54 23.32 86'01'27" ECR END CURB RETURN RAD. PT. RADIAL POINT PR I __ 12 INSTALL 2"x4" REDWOOD HEADER P 320.00 139.93 71.10 2g03'19" CONCRETE SIDEWALK EP EDGE PAVEMENT TAN. TANGENT 27 29" Q 300.00 131.19 66.66 25'03'19" 0 ASPHALT CONCRETE PAVEMENT EVC END VERTICAL CURVE TC TOP CURB 2. GRAPHIC SCALE 13 INSTALL BLUE REFLECTIVE PAVEMENT MARKER FOR F.H. AS REQUIRED BY FIRE DEPARTMENT FL FLOWLINE V.C. VERTICAL CURVE R 280.00 122.44 62.22 25'03'19" FS FINISH SURFACE TO TOP DIKE 12 4 4 '^ 14 INSTALL "PAVEMENT ENDS" SIGN W-19 PER CALTRANS. TRAFFIC MANUAL PAGE 5-39 STREET LIGHT 12 15 INSTALL MARKER TYPE "Q" PER CALTRANS. TRAFFIC MANUAL PAGE 6-75 YYFH FIRE HYDRANT O.D. ON DIKE + SIGN SECTION A-A ( IN� ) i6 INSTALL DOUBLE SOLID YELLOW LINE DETAIL 22 PER CALTRANS. STD. PLAN A20A \\� EDGE OF PAVEMENT N.T.S. 1 inch= 40 it p = =p p �t NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: ) eROFEssloNa _ CITY OF LAKE ELSINORE 2 CERTIFICATION: ��e�°�P" HARI�� BV ENGINEERING SHEET, 3 C;AL-LgVILLFUME 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE W ca m clVlt ENCINt-�rzlN<:: PARCEL MAP 30962 IO n APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.29242 LAND PLANNIN� STREET IMPROVEMENT PLANS OF: 3 u O O O 4 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING enew:3-31-2007 Z �Tpnpn��� $ � .��!n * 1181 CALIFORNIA AVE. -STE.202-CORONA,CALIFORNIA92881 COTTONWOOD CYN. RD. FROM 21+00 TO 26+50 � _!� 0 21-03 s 908)zeOd141 FAX(909)280-4150 FILE No. Two WORKING DAYS 6 RRAiYMOND O NELL, R.C.E. NO Y660J ' wrE '4r IYI ���P , RGE 2szaz CEDAR MESA DR. FROM 10+01.06 TO 12+25 BEFORE YOU DIG 7 C IF CAL1F0 � i -Z t-u l UOS�GE LICENSE NO. DATE I W,p. I FOR: IFR. im� a