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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. FOR: F. . yy i Ofi OP CURB 22' I - 1 :=ST. C.L. 'ELEV-0.1 ms VNL _ _ W I V) Z v?r Z o PRO fF.3i o S + o .=i I'M STA 11 47 - - - :X1. .0. pyl aU VN � i -704 C co 0. Q0 �Ar� I I I I 1 � D - n OVER C.L --' - M 3 9.27' 39. ' - 4% 4 4 U 4 14 4 4 Ir 1-4 rn rn _ v2 n inn Ak - - SOUTH } -- - 521 -PROP. ER F CALE OP OF CURB T�' - - 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 zi 18+00 19+00 20+00 21+00 D 1 ! /\ y 5p' 50,1' 40 CAP 50 38' 38, 1 R1CA - - / c 2Uc / / 7+ ta�oyo z 13 f 3 0 S .22TC I Vl71 ' / N. �' Ni Op,K� co x o 4`FE m o ui fjfr\ fyj5t. tf-PEt4 PL 17+10.94 COTTONWOOD CANYON RD. N NN RELpCAR�p'(\0 =11+85.00 TREETOP LANE STREET �? Z PRESS E u +o s 20.28TC 'wool) CREEK RE K _7 Z 96"SD PER OFF-SITE SD- PLAN2 0 79.79FL `� 7 COON P.M. 30962 N� �+ 9. -- [ - \_ rn - - 21.24 a >�k I � �U o 83F( Nf* -._ _ T------ ----- - lw1 1fl1v•• 18 N4 14 TC 11 2 - 1 G 25.04FL 19.78FL F G _ 4.24 _ 48"SD PER SO PLAN U 1 o m 10 ;' 4 FS $T C XL=6, 5 + TRACT 30492, -1 6:4 ,� I + F in - ,ti N in 23.84FL Xs=5.5' -�- STOP SIGN-R7 9 + + + =zs 6.00 T 3049 .$'0 6 - 1 STREET NAME `� ii I 18"SD PER SO P 26.06TC N( i ( 6 42TC TRACT 30492, 492-1 k4 0 25.56FL m I 25.92FL / 30b92 C7 D 7RAcr I I I r ' TRACT PER D P 7 y)1 I 1 I TRACT 30 2, 30492 h4 ' c� z CONSTRUCTION NOTES: W LEGEND ABBREVIATIONS: NOTE: to-CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 CURB DATA TABLE UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE O.C. ON CURB ADD 1500 TO PLAN VIEW ELEV. 0-CONSTRUCT 6" ASPHALT CONCRETE DIKES PER COUNTY OF RIVERSIDE STD. NO. 212 CURVE RADIUS LENGTH TAN DELTA �_-- RIGHT OF WAY BC BEGIN CURB O.D. ON DIKE A 624.00 62.62 31.34 OS'45'00" BCR BEGIN CURB RETURN O.G. ORIGINAL GROUND So-CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. N0. 209 AND 209A LOT LINE BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION m B 600.00 60.21 30.13 05'45'00" D - CENTERLINE C.L. CENTERLINE TAN. TANGENT 4o-CONSTRUCT 4" A.C. OVER 10" A.B. PER SOILS ENGINEER RECOMMENDATIONS C 576.00 57.80 28.93 05'45'00" DWY. DRIVEWAY TC TOP CURB 01 LOT NUMBER (D-CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 D 576.00 246.34 125.OB 24'30'13" EC END CURVE TD TOP DIKE E 600.00 256.60 130.29 21V30'13* CURB RAMP ECR END CURB RETURN V.C. VERTICAL CURVE (D-CONSTRUCT 5'MADE SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATION SHOWN ON PLANS) F 624.00 266.86 135.50 21V30'13" 0 EP EDGE PAVEMENT CONCRETE SIDEWALK EVC END VERTICAL CURVE (D-INSTALL STREET LIGHTING(9,500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 G 25.00 39.27 25.00 90'00'00" ASPHALT CONCRETE PAVEMENT FL FLOWLINE H 576.00 120.04 60.24 11*56'26" go-INSTALL SIGN AND POST AS NOTED FS FINISH SURFACE 600.00 125.04 62.75 11*56'26" STREET LIGHT GRAPHIC SCALE o-10 CONSTRUCT LOCAL DEPRESSION CASE C PER COUNTY OF RIVERSIDE STD. NO. 311 u� GB GRADE BREAK J 624.00 130.04 65.26 11'S6'26" t'fFH FIRE HYDRANT HP HIGH POINT 11 PAINT STOP BAR AND "STOP" TEXT PER CALTRANS STD. PLAN A24D T SIGN M.O.C. MIDLE OF CURVE 13 INSTALL BLUE REFLECTIVE PAVEMENT MARKER FOR F.H. AS REQUIRED BY FIRE DEPARTMENT ( IN FEET) i6 INSTALL DOUBLE SOLID YELLOW LINE DETAIL 22 PER CALTRANS. STD. PLAN A20A 1 inch= 40 1t D _ D NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: 9 FESSIn _ CITY OF LAKE ELSINORE ALLY ' CERTIFICATION: ti�e�SEPH HAR`�� BV ENGINEERING SHEET., 2 2 �o�� ��' PARCEL MAP 30962 0n�L rra�LL 3 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE Na 29242 CIVIL.ENGINEERING n APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY STREET IMPROVEMENT PLANS OF: '.f O O O H As- VI ,$' S/Vj"� AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING enew:3-31-2007 • �ss5 4�Op * 1181CALIFORNIAAVE. -STE.202-CORONA,CALIFORNIA92881 COTTONWOOD CANYON ROAD /IM'l+.v_�y✓1 '-21"O.T J�. �p (909)2804144 FAX(909)2804150 FILE NO. TWO WORKING DAYS 6 R4YUMD 0DONNELL- R.C.E.NO.26603 DATE �Tf OFICALTfOR� RCE 29242 -i7-uj FROM STA. 10+00 TO 21+00 BEFORE YOU DIG 7 JOSEPP HARTGE17 LICENSE NO. DATE W.O. I FOR: lF.B. AnF7ap PORTION OF 37.54' TOP OF CURB 24" - - *54 - - as D- -- - - - . -- - .-3T. Ct ELM-0.t '-tJN �� w r 9. T o vs:2y - - . _ TOP 2O' AND LEFT GTHERWIS U - - m ---- -S1�pYYN n v M 17.778'�LT. : €L€V.?SFr .Lr FsL [. 0.02' IINLE S 1535- _ n N 1 - ELfV=530.15 O N37.54'' - OTEIER4AIISE.SPECIFIED - PROP. NORI FIEASIERL ropOF �y Epp 4530 530 PROP. TOP A. , DIKE - WPVl ELEV 1 .SO U - 1.i6x _ ._ _ _ _ (/I _ f ', _ - - - _ _ � CURB _ rn _ a a _ PROPOSED. F.S. Q. CL.: m � - _- _ _ PM S�fA 12+20 N m o my N m� p F: �. N mf �,) MED+M O O w _.... W_:" _. + 1F _ - NV _ __ 1.307. N- +n+p c' o < '+'n = N. N -N� -_ - - - .. - - _NN' f1 N,)TDN', - - -.-.. _ _ - -_-_. - - - + 2 Z L)P1WU©D GAJ+IYON:ROWQ --�,__-_-_ _ _ _ _-. N N I o n H - - _ m 0.91xN ${, TO+D7.06 CEDAR MESA DRIVE 20 t DIRT ROAD - - w r .8 n' i m n N n m mo MO U WL . . . . . . --. Vl$TAK26+20 - - - tr�` W VI-,r V=530.20 Oox _ _ _-_7_� N - - N n _ �/ 'N 1 L SOUTHWESTERLY - 453e---- - Top A @. BNKE - - -- - - -- ayte_ I-n 4+00 25+00 26+00 27+00 10+00 11+00 12+00 Cm 21+00 +� PROPOSED BARRICADE 2 \� \ w 1 G r PER ROUGH GRADE PEA US CgP�TgIN•4 p / z m Z PROP. 24'RCP SD $ PR/ fR'y/T o PER SD PLAN TRACT 30492-2,3 OIVS / 3 w o C + MU v 8 \ �qNS A.C. DIKE l3'x2'x 1' DEEP GROUTS 24 9 ST. NAME 2 t 8 a W U }, + TO FR LIGHT RIPRAP \� STOP SIGN R1 ° m 0+c ? x �'3• E m ry \ ?o LfF4T LEFT "2- TRACT u N 71 N PER SD PLAN P SD �1• CO ` o < I v 47 30492- _ ��'•R' •;2�v�oiw � •3zsaT •- o L.R 00 � o m 4 � P 1 �*� to 2 1 N 32.18FL PLAN N.T.S. - E ry v. (W11 29.15FL -_. _ --- � - � • x,16• I-I LOWLINE � '17W- I • Z 40FL - FO 2 m 41T �1 4 N27 _ LOT C • o y� ry LOT C +a ° y ?s 3poo PROFILE 23+89.41 COTTONWOOD CANYON RD. a Bi �0• 15 N.T.S. I h C9 p -10+01.06 CEDAR MESA DRIVE �- 923 �91Y F'C/S•T a 1 $0 COTTONWOOD ,/,O 42 ' 2 12 8 31.00 SO �3 a CO ` A.C. DIKE O CREEK N� a npgN s soFS 7Tp 8 OPENING DETAIL � o •`� � 43 �i�j ! ,RI '10� �l'y(��� N.Ts. ��w 4/ • TO LM/\,V G�-><�? 4f fk/ST `ZJ z.v SEE MED MEDIANDETAIL DRAM % � SJ / `� = RIarT �G7y 4o RO LOT D °o CONSTRUCTION NOTES: LOT D OG `� m' 1 08 SEE TR 3OR B. PUNS �� �b M�p CEDAR MESA DRIVE ��o SHT. 18 FOR C.B. to-CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. 200 COTTONWOOD YON ROAD to-CONSTRUCT 6" ASPHALT CONCRETE DIKES PER COUNTY OF RIVERSIDE STD. NO. 212 .M''. a FL 4 CONSTRUCT 4" A.C. OVER 10" A.B. PER SOILS ENGINEER RECOMMENDATIONS 44 \ / *gm-g•>< 02 \ 3 3 ® - It m C Z S CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 6�-CONSTRUCT 5' WIDE SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401 (LOCATION SHOWN ON PLANS) LEGEND SOUTHERLY NORTHERLY T Q B jIM �0. tD Z CURVE DATA TABLE ABBREVIATIONS: R/W R/W 18 18 SpS ao'6 i INSTALL STREET LIGHTING (9,500 LUMEN) PER COUNTY OF RIVERSIDE STD. N0. 1000 UNDER SIDEWALK DRAIN 70 20 tOP 4 4 CURVE RADIUS LENGTH TAN DELTA A.C. ASPHALT CONCRETE GB GRADE BREAK 1 2 gOTDO 8 CONSTRUCT 2' WADE DIKE OPENING WITH 3'x2'xi' DEEP GROUTED LIGHT RIPRAP K 600.00 367.02 189.46 35-02.54" ---- RIGHT OF WAY BC BEGIN CURB HP HIGH POINT 1 35 C.L. 35' S'2 TOP 8 l B I m 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 30 _-- 1 m BVC BEGIN VERTICAL CURVE O.C. ON CURB VARIES VARIES VARIES VARIES 12'ATRIUM DR go-INSTALL SIGN AND POST AS NOTED M 576.00 327.94 168.55 32-37'17" --- CENTERLINE SECTION B-B -12'9 C.L. CENTERLINE O.G. ORIGINAL GROUND /1290 DR EIX1AL NN 11 PAINT STOP BAR AND "STOP" TEXT PER CALTRANS STD. PLAN A24D N 624.00 145.70 73.18 13.22'43" 1 LOT NUMBER DWY. DRIVEWAY PI POINT OF INTERSECTION 2 2 N.T.S. <� 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 257g'37- may/ CURB RAMP ECR END CURB RETURN RAD. PT. RADIAL POINT 2% I DETAIL 1 13 INSTALL BLUE REFLECTIVE PAVEMENT MARKER FOR F.H. AS REQUIRED BY FIRE DEPARTMENT © Q 300.00 132.61 67.41 25'19'37" CONCRETE SIDEWALK EP EDGE PAVEMENT TAN. TANGENT 2% 2% N.T.S. R 280.00 123.77 62.91 2519'37" EVC END VERTICAL CURVE TC TOP CURB �. GRAPHIC SCALE 14 INSTALL -PAVEMENT ENDS" SIGN W-19 PER CALTRANS. TRAFFIC MANUAL PAGE 5-39 (� ASPHALT CONCRETE PAVEMENT FL FLOWLINE V.C. VERTICAL CURVE S 303.00'132.50' 67.33' 25.03'19" 12 4 4 - 15 INSTALL MARKER TYPE "Q" PER CALTRANS. TRAFFIC MANUAL PAGE 6-75 STREET LIGHT FS FINISH SURFACE TD TOP DIKE - w ° m n n T 297.00'129.88' 65.99' 25'03'19" l--(-" O.D. ON DIKE 12 ---_ 16 INSTALL DOUBLE SOLID YELLOW LINE DETAIL 22 PER CALTRANS. STD. PLAN A20A U 3.00' 9.42' N/A 180'00'00" YSFH FIRE HYDRANT NOTE: - ---_ / slcN SECTION A-A I �� ��'� 18 CONS UCT 6" CURB ONLY TYPE D-1 COUNTY OF RIVERSIDE STD. NO. 203 V 3.00' 9.42' N A 180'00'00" ADD 1500 TO PLAN VIEW ELEV. \\\ EDGE OF PAVEMENT N.T.S. 1 inch- 40 - N0. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: I �oTLss/oNq _ CITY OF LAKE ELSINORE CERTIFICATION: N `� - BV ENGINEERING SHEET.., 3�A 2 12/19/ REVISED CURVE DATA, PROFILE, ELEVATIONS, CURB RETURNS k ST LIGHT y PARCEL MAP 30962 C� Imo- ^IT�� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE W <:Ivll 1 N(:INI 1-RING OF: 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.23434 A I AND PLANNING STREET IMPROVEMENT PLANS 3 5/28/07 ADDED RAISED MEDIAN ISLAND AND ATRIUM DRAIN W/4" PVC DRAIN y KjtS P 7 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING * Exp. 12-31-07 * 1181 CALIF IAAVE. -STE.202-CORONA,CALIFORNLA92881 COTTONWOOD CYN. RD. FROM 21+00 TO 26+50 n As"8ultr SSGs or�� e Q � 280411 TWO WORKING DAYS 5 K A SEUMALQ C.E. N�915 a6 DAT n7 �l9Tf OFI CA`IfOR�\P I�C�'/!__ RCE 23434 1 FAX 1�11 s'/stofi CEDAR MESA DR. FROM 10+01.06 TO 12+25 FILE NO. 9LroRE You DIG 6 DENNIS D. NELSON LICENSE NO. DATE W.O. FOR: IFB. -�'K-4174107 44 1'� S-a 1iIA, , aC/.23 Rev.3 i - NOTE: - _ .C.'. - V: : O.C. 37.54'4-1 -49.47' O.D. �3024' DID. - -- - -- NOTE:. - TOP OF CURB 24 RIGHT - w ©.c: U _ - ELEV--ST. C.L. ELEV.=-0• o w 1 gig4 50'Vs, mm _ TOP OF CURB 20' T AND LEFT OTHERWISE - °N^1 o n �ST4�2B+2D -J--� EL€�--s7r, ". FLAY. OA2� UNLESS - - 17.7'LT. a Om - - __ - -- -- -- - -._. - tl _. 153 N_ �MMM � ;� M Nry - t5 ED PROP. NORTFIEASTERL - o m _ TOP OF CURB l N f o o sr - - - TOP A ?535 Vl STA =.2. 86 - W - - PVI ELEV = 153130 - z 50' V.r. - - - - - NORTHERLY - :_- N - m S}A=26+2T TOP CURB S m PROPOSED F. O C.L V . M ELEV sw ROPOSED F.S. 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NAME PER SEPARATE f�ERMIT '� m Nm 1Ot •50 +o; + `O Flip LIGHT RIPRAP �� - S STOP SIGN R7 / ,' � PROP. 48" RCP SD Nm X 9 5 1'ECf� - 2 <FFr LFFT 5 m r (V TR CT PLAN 2, .; .�. - :0 5 L-1 CO�ONw \_ a J�aP��F 1 2 ` o m o�n 6 )C _ X _ 1 M N 32.18FL K t1 - _ - Cliff 000 h $r �00 5� °� / PLAN - __ -��� ---- l5'S-n- -..__ 1 •..-.:. 6 ry�h�•�QpG 4�� N.T.S. - - n• __- O 70 2 I LOWLINE 43 •* - �O 3311FL_ 34.�.�FL _ 4_ g 7T'1 �4� 1155 "W -- JP `bh - 1 W �- 30 \ - 3O2gFC 4,0'22 'n LOT 3.61iC _-- - - -fS N7TOO'J2f S Q o R L C .z ' 2Qg LOT C M� ` FL F T ? 9 7 Jp�OOTp II 45.54FL of 6 t ,.IgTC. - � +a 6 S N? s FS PROFILE 6a Z /13+89.41 COTTONWOOD CANYON RD. v 0•�, 15 N.T.S. o o L h C9 6 O =10+01.06 CEDAR MESA DRIVE 7 Q, z T & A.C. DIKE Z / O / N� C4 42 _ 5 +°� tz e 3o'.so ?� v C07T0 e OPENING DETA4 G o p�1� 43 � o� ��. AW o s QM?�tC�cHrr�=A�JO�r �7Sr IV w000 N.T.s. o0 o GO �v / G� = RipyT R GyRO P4 LOT D moo r LOT D O m�h' r a CgHY qo N o+ § O CONSTRUCTION NOTES: COTTONWOOD CAN Y N ROAD Z`" �2 ` � o� Ro CE�AR MESA DRIVE B a N o a o q O (D-CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE N0. 200 to-CONSTRUCT 6" ASPHALT CONCRETE DIKES PER COUNTY OF RIVERSIDE STD. NO. 212 44 4o-CONSTRUCT 4" A.C. OVER 10" A.B. PER SOILS ENGINEER RECOMMENDATIONS % �+ �/ ti o�� tip} \ Z e 5 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 LEGEND SOUTHERLY NORTHERLY �S C ABBREVIATIONS: R/W R/W Ti m 6o-CONSTRUCT 5' WIDE 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 7.L NOTE: N z m 7a-INSTALL STREET LIGHTING(9,500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 CURVE RADIUS LENGTH TAN DELTA ---- RIGHT OF WAY BC BEGIN CURB HP HIGH POINT 11 35' C.L. 35' ADD 1500 TO PLAN VIEW ELEV. m LOT LINE BCR BEGIN CURB RETURN M.O.C. MIDLE OF CURVE Bo-CONSTRUCT 2' WIDE DIKE OPENING WITH 3'x2'xl' DEEP GROUTED LIGHT RIPRAP K 600.00 367.02 189.46 35'02'54" _- 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 i 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 BAD. PT. RADIAL POINT 21 I _ 0 CONCRETE SIDEWALK EP EDGE PAVEMENT TAN. TANGENT 27 29" 12 INSTALL 2"x4" REDWOOD HEADER P 320.00 139.93 7L10 25-03'19" EVC END VERTICAL CURVE TC TOP CURB 2. GRAPHIC SCALE 0 300.00 131.19 66.66 25'03'19" 0 ASPHALT CONCRETE PAVEMENT 13 INSTALL BLUE REFLECTIVE PAVEMENT MARKER FOR F.H. AS REQUIRED BY FIRE DEPARTMENT FL FLOWLINE V.C. VERTICAL CURVE w eo R 280.00 122.44 62.22 25'03'19" FS FINISH SURFACE TD 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 FEET � 16 INSTALL DOUBLE SOLID YELLOW LINE DETAIL 22 PER CALTRANS. STD. PLAN A20A \\� EDGE OF PAVEMENT N.T.S. 1 h,ch= 40 It p =0 p NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: 1 �1oFEssloWq _ CITY OF LAKE ELSINORE 2 CERTIFICATION: °EPH/HARI�� - 13V ENGINEERING SHEET 3 VALLIToLL FDME 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE W '� c� CIVIL ENCINLLtzIN<; PARCEL MAP 30962 47 0 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.29242 LAND PLANNING STREET IMPROVEMENT PLANS OF: 3 a u O O O 4 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING en w:3-31-2007 5 /p �1 d� 81 CALIFORNIAAVE -STE 202-CORONA AX(90)280-4861 COTTONWOOD CYN. RD. FROM 21+00 TO 26+50 � I Z1.0f ,r (909)280-4144 FAX(9091280<150 FILE NO. TWO WORKING DAYS 6 RAYMOND 0' NELL- R.C.E. NO 26603 ' DATE 'qrF IVI o���P 1 /L �� RCE 2szaz CEDAR MESA DR. FROM 10+01.06 TO 12+25 BEFORE YOU DIG 7 OF CALIF 3`ae�/��' �-l%-u3 JOSEPH HARTGE LICENSE NO. DATE 1 W.O. I FOR: IF.B. A hv��'h,-4•.0Nw. M#A 7 2 3/0 3 8 7203