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Home My WebLink About03-35_03-45_ GENERAL NOTES � I T Y O F LAKE ELSINORE I S'rle EC TE 1, NO TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILTY PIPES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE - ..... -..,.,. :..r.:,.r my-•.,,,,- +e: .+_ ':. r RECORDS. APPROVAL OF THESE PLANS BY THE CRY OF LAKE ELSINORE'DOES NOT - - 74 i CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, '� NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE ORTRAC T N o . 30492, ,. 4 9 2 -� & 3 04 9 2 —4 STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE $ATE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES ORT L��r� STRUCTURES, WHETHER SHOWN ON THESE PUNS I R NOT. ANY UTILITY DAMAGED OUTING CANYON HILLS PLANNING AREA 14 THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR CANYON NEWPORT RD AT HIS EXPENSE TO THE SATISFACTION OF THE GOVERNMENTAL AGENCY. t5 HILLS R a 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD STREET & STORM D R A '� ..T Z P R O V E M E N T PLANS 15 ►- SPECIFICATIONS FOR PUBLIC WORKS, (LATEST EDITION), AND STANDARD DRAWINGS OF THE " �,RD• � COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS'RESPONSIBILITY TO BE FAMILAR WITH QO W THESE STANDARDS AND CODES AT ALL TIMES. Y`1_ \ / �i u RD SCOTT RD 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR %L O'RONWOOD W FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT R/W CL R1W BUNDY C CYN. RD {909)-674-3124, EXT. 247, BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONDAY �,�ti 3O' ,�' THROUGH FRIDAY. 2 10' 20' 20' 10' 2' CLINTON KEITH RD O 4 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS �� SNE / /_ 1 o ? I 5' S' TRAFFIC MANUAL AND WATCH MANUAL A7 ALL TIMES DURING CONSTRUCTION AS APPROVED BY THE CRY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. PM 29549 -_~---I IS r 1 " o ` 1 1'•� ?.•7 N i T ci S. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES, THE CONTRACTOR SHALL NOTIFY ALL UTILITY C COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK. THE "+ wwarryw w 1 N w � - n 'TYPICAL STREET SECTION '-l m CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48) ,« ar « •r O �'/y LIVE OAK DRIVE; CANOPY L.ANt~ C3 HOURS PRIOR TO BEGINNING WORK. �+ r b Z �+ w + i u\ y\ �OO ROCK ROSE DRIVE, CLEAR WATER DRIVE; 6. IT SHALL BE THE CONTRACTORS'RESPONSIBILITY TO HAVE A RESPONSIBLE r ~ r r " r + " ' °t' WHISPERING WILLOW DRIVE THOMAS BROS.MAP PG.28,GRID D4. REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR ve wv 1f r ne ,« - n , n\r` + "' SUGARBUSH LANE �� n1� SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION ,a r __-. « + \�` NIS V uO g u'Uu� AND COST OF ALL EXISTING UTILITIES. THE SUBDIVIDER MUST INFORM THE CRY OF LAKE r '+ r „+ r '+ n S(I ---� n + p vu u ELSINORE OF CONSTRUCTION SCHEDULE AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO THE r ,I, r u ' my r r I w I a „ \� NOT TO SCALE i BEGINNING OF CONSTRUCTION. n FFF ve se r r r ... w • « a S. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE rw r r 's w, w + I- " ' �■ a a n w , STREET SECTION, INCLUDING BUT NOT.LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICRY, « « _ GAS AND DRAINAGE FACILITIES. * r +h r r w w � q�\ � � ENGINEER'S NOTICE r w i- -�'• w R m « �'4' 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE I 9. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TESTS SWILLECTION BE TAKEN AFTER w hr r r r r r « « �.. « ± « F s +h w Is '3 e r \ �. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES r o ,„ "' _ I --• I - - �� INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL SHOWN ARE FOR BONDING PURPOSES ONLY r r 11 + a r a As Is a ■' + • w APPLY CONTINUOUSLY AND NOT BE Ub11TE0 TO NORMAL WORKING HOURS THE CONTRACT10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND I__ �� m _ "'-- - I HARMLESS F SHALL DEFEND INDEMNIFY AND MOLD THE OWNER AND ENGINEER ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE LESS FROM ANY AND LL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 1i"� 4 .� + .• --r •- - - - THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LL484JTY ARISING NOTIFID OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL a FROM THE SOLE NECUCENCE OF THE OWNER OR ENGINEER. BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL •+ ee "' 1D ee L w a r, a w' « w' n w • r 1'. •I«i w Tw PRIOR TO THE FlALU.ACCEPTANCE OF THE PROJECT BY THE CRY ENGINEER. R C O w .. ...- 1 „- _ j - .` .. •, j- _,L _w ( 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON 11. ALL EXISTING MONLIWENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL 9 1 PUBLIC RECORDS,ARE INDfGTED WITH THEIR APPROXIMATE LOCATION AND EXiENT. .y� BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES —— __ ___ THE OWNER, BY ACCEPTING THESE PUNS OR PROCEEDING 1VRH THE IMPROVEMENTS I ARE TO BE FURNISHED 7O THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ACCEPTANCE U GRANTED. ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR .dQ� R/W 28' 28' R/W CONSTRUCTED At VARIANCE (REPORTED OR LOCATIONS. DRIVEWAY FOR LOTS 3S FOR t0 GA CONSTRUCTED M. INDEX MAP � � WI IN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE IMPROVEMENT DRAWINGS FOR SLM,ARBUSH LANE-P.M. 29549 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT O WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE 1� 2 10' 18' 18' f0' 2' THE UTILITIES OR STRUCTURES SHOWN AND ANY DIAPER FOUND AT THE SITE. IT �+ CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE ?/ I 5' S' c o 5' 5'I Tt UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. - PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH - AN APPROVED SET OF IMPROVEMENT PUNS. + x + PLANS MU NOT BE T' —� N — ?A J. THE LIABLE FOR U AUTHORIZEDICANGESETV OR USES OF THESE PLANS.BLALL FCHANCES Z NMC250 TACK COAT TO BE USED ON ALL STREETS WITH GRADES GREATER THAN fOX TO THESE PLANS MUST BE IN VATING AND MUST BE APPROVED BY THE PREPARER s C OF THESE PLANS. CONSTRUCTION NOTES and QUANTITY ESTIMATE TYPICAL STREET SECTION 4. QUANTITIES SHOWN HEREON ARE FRONDED FOR BONDING PURPOSES ONLY. CAST—IN—PLACE CONCRETE PIPE GENERAL NOTES No. N75 DESCRIPTION QUANTITY LINT ASNWOOD COURT CONTRACTORS SHAH BE RESPONSIBLE FOR VERIFYING ALL OUANITIES PRIOR TO BIDDING FOR CONSTRUCTION. STREET IMPROVEMENT 1)Construction materials and method shell conform to the latest edition of the"Standard Specification 1 CONSTRUCT 6"CURB AND CURER TYPE A-6 COUNTY OF PIVERSIDE STD. NO. 200 9.266 LF PRIVATE ENCINEE'R'S IlIO� � �"�Py i. YJ .� for Public Works Construction'.the Clue Special Provisions anal these plans. 2 CONSTRUCT CROSS CUTTER PER COUNTY OF RIVERSIDE STD. NO. 2D9 AND 209A 3.000 SF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTUFY PIPE, CONDUITS OR 2)Cast-in-place concrete pipe shall not be used unless It is shown as an alternate on the drawings STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE approved by the City Engineer. 3 CONSTRUCT 4'A.C.OVER 7'A.B. PER SOILS ENGINEER RECOMMENDATIONS 163.205 SF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING 3)Trenching and backPolinq shall be performed only In the presence of the calls engineer. 4 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 17 EA UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED W ` 5 CONSTRUCT 5'WIDE SIDEWALK PER COUNTY OF RIVERSIDE STD. N0. 401 44,072 SF TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTLIfY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND 4)The minknum cover over the pipe shall be 3 feet,measured from top of pipe. (LOCATION AS SHOWN ON PLANS) RESPONSIBILITY FOR THE UTILITY FIFES, CONDUITS OR STRUCTURES SHOWN OR NOf 6 INSTALL STOP SIGN R1 PER CAL.TRANS.TRAFFIC MANUAL 9 EA SHOWN ON THESE DRAWINGS. r 5)Bockfeling of the pipe shall not be done until the concrete has developed 80 percent of its design strength.No traffic shell be permitted on top of the pipe until the concrete hoe attained Its design strength. 7 CONSTRUCT 25'CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207 121 EA 8 INSTALL RESIDENTIAL LIGHTING 9500 LUMEN PER COUNTY OF RIVERSIDE STD. NO. 1000 23 EA 6)Water densi6eation methods for back6Ning the pipe will not be permitted.Mechanical compaction will 9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 8 EA DATE; 1970 1 be required. An 8-Inch lift of base backiAl "shading'over the pipe wM be permitted 24 hours after 10 SAWCUT AND REMOVE EXISTING PAVEMENT AND A.C. BERM - LF RIVERSIDE COUNTY DESCCATION: f-14-70 'll Initial placement,provided the farms are still in place at the time of shading. - DESCRIPTION:2.7 MILES NORTHEAST ALONG RAILROAD CANYON RIND FROM THE - 11 CONSTRUCT MODIFIED CURB OLIRET(VLRDDYIL CURB OPEWfir,31 PER CDUNN OF RIVERSIDE STD.No.308 i EA INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET 7)ConcrNe ehok be Class 560-C-3250(Minimum), Cement shall be Type 11 or V as specified by soils tests. 12 INSTALL PAVEMENT MARKINGS AS SHOWN PER CA-TRANS STD A240. 1 EA NORTHWEST OF RAILROAD CANYON ROAD, &0 FEET SOUTHWEST OF POWER POLE 1853732E, 7.0 FEET NORTHEAST OF A MARKER POST A 9RASS DISK SET IN 8)The consistency of the concrete shall be such as to allow It to be worked Into place without E TOP OF CONCRETE POST E-14-70. segregation. The concrete for the cost-In-play concrete pipe shall have a slump of 2'plus or minus 1' STORM DRAIN IMPROVEMENT - 9)Fly ash,meeting ASTM C 618,may be used to substitute for cement(up to 15 percent of cement by - RCFC_&weight).When 8y ash Is used,water reducing agents meeting ASTM Designation C 494 will permitted 30 CONSTRUCT 48'CIP STORM DRAIN k WCD SPECIFICATIONS 730 LF BA4_SIS OF BEARING: ( o In amounts recommended by the supplier and approved by the City Engineer. 31 CONSTRUCT 36"RCP STORM DRAIN PER RCFC k WCD SPECIFICATIONS 484 LF No other admixture shall be used In an does of concrete without written permission from the City Engineer. 32 CONSTRUCT 24'RCP STORM DRAIN PER RCFC h WCD SPECIFICATIONS 180 LF THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD $3, ZONE 6, Y P Y 9 GRID BEARING BETWEEN N.G.S. STATION 'WILDOMAR'AND N.C.S. STATION 33 CONSTRUCT 18-RCP STORM DRAIN PER RCFC At WCD SPECIFICATIONS 450 LF WET(`. I.E. NW21'371E THE COMBINED SCALE FACTOR AT CP 2015 p 10)At the end of all pours and the end of each working day,the Contractor shall Install No.4 dowels,24 34 CONSTRUCT MANHOLE NO. 2 PER RCFC&WCD STD, DWG. NO. MH252 5 EA IS 0.99M774 AS SHOWN ON TRACT MAP 29568, M.B. 29911-5. + w Inches tong,12-Inch centers around circumference of cast-In-place pipe. GRID - GROUND x COMBINED SCALE FACTOR 9 P PP 35 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC k WCD STD. DWG. NO.JS227 1 EA s u C 11)The maximum earth cover sholl be 20 feet from the top of pipe. 36 CONSTRUCT MANHOLE NO. 1 PER RCFC h WCD STD, DWG. NO. MH251 1 FJ1 3 37 CONSTRUCT CATCH BASIN NO. i PER RCFC k WCD STD. DWG. NO.CB100 11 EA SOILS ENGINEER � Ertl 12)The Inspection for the CIPP smaller than 39'In diameter shall be performed by video camera and 1381 CONSTRUCT CONCRETE HEADWALL AND OUTLET STRUCTURE PER DETAIL ON SHEET 4 1 EA PACIFIC SOILS ENGINEERING, INC. I core)ust prior to the final acceptance of the system. 7715 CONVOY COURT SAN DIECO, CAUFORNA 92111 - 13)Type V cement shall be used if the sulfate content In the sell ie greater than 2,000 ppm. TELEPHONE: (858)560--17113TL+ 14)Continuous Inspection and testing If CIPP placement Is required. INDEX OF J_ I"[ELl.7___. ,_,,,"�,,,,,-,., •.'_,,, 15)Up to 20 FPS velocity to permitted for normal design.2-inch,thickenedOWNER/DEVELOPER SHEET 1 TITLE SHEET WITH VICINITY YAPkened Invert shall be specified on PARDEE CONSTRUCTION COMPANY plane for velocities of over 20 FPS.No greater than 30-FPS velocity is permitted In cast-In-place 10880 WILSHIRE BLVD., SURE 1900 SHEET 2 THRU 8 STREET PLANS pipes.Invert thickening shall be accomplished by overexcevating the trench 2 Inches In depth and LOS ANGELES, CAUFORNA 90024 SHEET 9 THRU 11 STORM DRAIN PLANS 'shimming up'the pipe machine mandrel 2 Inches higher. TELEPHONE: (310) 475-3525 As-BU 1 CT- NO. DATE REVISIONS APPROVED BY DATE CRY SEAL PREPARED BY: 1 e -BUILT— D7 e.ot a CERTIFICATION: ASH H°Rf�c = CITY OF LAKE ELSINORE SHEET: a i PLANNINGLAND TRACT NO. 30492 30492—'1 & 4 ! i es LIB 2 THESE PUNS NAVE BEEN REVIEWED FOR COMPLANCE WRAP THE `'i A'� CIVIL UNCINlCRINO e 3 APPROXRATE CONDITIONS OF DEVELOPMENT AND/OR CIR' s o O O 4 AND STATE LAWS,AND A PERMIT CAN'•BE ISSUED. s.29242 p LAND 8 RVEYING STREET fit STORM DRAIN OF. �9 9 * enew3-3, i-2007 • t1e1 CALIFORNIA AVE,.-M.102-CCIROKAACKNOPHASMI IMPROVEMENT PLANS ' /�w•r._�1 Ir4 . �.-, -s-eT sl I �\p (M)2EP414 FAx(e09)2e041eo TITLE SHEET I e��¶u FILE N0. TWO WORKING D 6 4TFOF CAUFO� RCE 29242 03-31-07 BEFORE YOU DIG 7 JOESF H fA LICENSE N0. EXP. DATE WA FY1R• - FR: � I I GENERAL NOTES C I T O F L A X E E L S l N O R E 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY �[ l� ° PIPES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE I �' RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT /v �1 CONSTITUTE REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, TRACT N o . 30492 , 3 0 4 9 2 - 1 & 3 0 4 9 2 - 4 C 74 (u NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR o C STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED To TAKE .SITE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING LOCATION V THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR CANYON HILLS PLANNING AREA 1 4 CANYON A AT HIS EXPENSE TO THE SATISFACTION OF THE GOVERNMENTAL AGENCY. 15 HILLS R QEWPORT RD ! 2 C 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD STREET & STORM DRAIN IMPROVEMENT PLANS �LROAD of ,5 �1 03 SPECIFICATIONS FOR PUBLIC WORKS, (LATEST EDITION), AND STANDARD DRAWINGS OF THE CYN.RD M COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS" RESPONSIBILITY TO BE FAMILIAR WITH QO � I D THESE STANDARDS AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR \ ` / RD SCOTT RD FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT COTTONWOOD (909)-674-3124, EXT. 247, BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONDAY R/W 30' CL 30' R/W BUNDY CYN. CYN. RD THROUGH FRIDAY. \' SHED �l 2 10' 20" Z20' 10' 2' CLINTON KEITH RD 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS y i (�O 1 5 S 5'1 TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY � � 2THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE - O 9 OWORK STOPPAGE. PM 29549 1e w NYOIV HILLSR 4 , LEVEL _2S ? N • ZR LINE 'r Z'� 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE �» "• r r'A' zO1 • L O O NECESSARY RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY r vw ■ \O COMPANIES INVOLVED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING WORK. THE a�w►rtU1t r ST REEF AIIN-� �i C\\'� TYPICAL STREET SECTION CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST(48) x, o w _ " ' -'--. LL7O \ LIVE OAK DRIVE, CANOPY LANE, HOURS PRIOR TO BEGINNING WORK. ROCK ROSE DRIVE, CLEAR WA7ER DRIVE, 304 6. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO HAVE A RESPONSIBLE " "° _" w r ,P WHISPERING WILLOW DRIVE THOMAS BROS. MAP PG28,GRID D4. REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR r - b O SUGARBUSH LANE SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION _ » T' \\ NTS VICINITY MAP AND COST OF ALL EXISTING UTILITIES. THE SUBDIVIDER MUST INFORM THE CITY OF LAKE _' �� BEGINELSINNING OF CONSTRUCTION SCHEDULE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO THEi,i w• w T n ■ » ° ■ ■ » ■ r .;\- \\ NOT TO SCALE BEGINNING OF CONSTRUCTION. Gai1 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE ,,, ■ STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, r _ 'r "•- Nt w _ r r w\ \ GAS AND DRAINAGE FACILITIES. ■ w ,w -m --- M C,,Q \ ENGINEER'S NOTICE n r ,■- r , F� D 9. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE w i ■ / ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES ■ M w.r�,w �� ■ r w » x 30492-3 - s. 3 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, SHOWN ARE FOR BONDING PURPOSES ONLY. '■ '-r.- '» a INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL I Z + - a 6- w ■ ■ �a s • u `Q APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE ' Z 'r r -- _ �� e - s. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND 1_ +n f� CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE - -- - - 2 BTREEi�� r HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH C NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL r•o ,', �- - no 3 j r THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING m 3 SHEET BE IN THE FORM OF AS BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL r^�^ �*� ■ FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. L '» r w r ■ • » r r w ■ r » � v m 11 ( 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON M 11, ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL g 1 PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE ' HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ACCEPTANCE IS GRANTED. Nam, ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR INDEX MAP RAW CL STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE DRIVEWAY FOR LOTS 30-43 TO BE CONSTRUCTED WITH R�W CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE 12. AN ENCROACHMENT PERMIT SHALL BE ISSUANCE FOR ALL CONSTRUCTION WORK DONE 28" 28' WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE IMPROVEMENT DRAWINGS FOR SUGARBUSH LANE-P.M. 29549 SCALE: 1"=200' CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, 2 10' 18" 18" 10' 2' THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. IT REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE 1 5' 5' H N 5' 5'1 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH ?'� o o Z:� UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. AN APPROVED SET OF IMPROVEMENT PLANS. X'� + �2-x LEVEL LAN _+ ..Zx NOTE, 2.1 --- ?� LIABLE FOR UNAU3. THE THORIZED PREPARING THESE PLANS I RESPONSIBLELL NOT BE CHANGES O OR S ES OF THESEPLANS. ALL CO ANGES MC250 TACK COAT TO BE USED ON ALL STREETS WITH GRADES GREATER THAN TOR TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION NOTES and QUANTITY ESTIMATE TYPICAL STREET SECTION 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY, ASHWOOD COURT N0. DESCRIPTION QUANTITY JUNIT CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO CAST-IN-PLACE CONCRETE PIPE GENERAL NOTES STREET IMPROVEMENT NTS BIDDING FOR CONSTRUCTION. 1) Construction materials and method shall conform to the latest edition of the"Standard Specification 1 CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 9,266 LF PRIVATE ENGINEER'S NOTE TO CONTRACTOR for Public Works Construction", the City's Special Provisions and these plans. 2 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. N0. 209 AND 209A 3,000 SF 2)Cast-in-place concrete pipe shall not be used unless it is shown as an alternate on the drawings THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR approved by the City Engineer. 3 CONSTRUCT 4"A.C. OVER 7"A.B. PER SOILS ENGINEER RECOMMENDATIONS 163,205 SF STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING 3)Trenching and back611ing shall be performed only in the presence of the soils engineer. 4 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 17 EA UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO A9A TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON G 5 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. N0. 401 44,072 SF p 4 The minimum cover over the pipe shall be 3 feel, measured from to of e. THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND PP P PP TTCA4/ w7077Vd4'bw'�CYf//Y�f'a� Q RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT D 5)Backfilling of the pipe shall not be done until the concrete has developed 80 percent of its design 6 INSTALL STOP SIGN R1 PER CALTRANS. TRAFFIC MANUAL 9 EA SHOWN ON THESE DRAWINGS. strength.No traffic shall be permitted on top of the pipe until the concrete has attained its design strength. 7 CONSTRUCT 25' CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207 121 1 EA li S Z 8 INSTALL RESIDENTIAL LIGHTING 9500 LUMEN PER COUNTY OF RIVERSIDE STD. NO. 1000 23 EA BENCH MARK: Z L ATION: 14D0.873 6) Water dansification methods for backfillin the pipe will not be permitted. Mechanical com action will 9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 8 EA • �. DATE: 1970 ; C be required. en 8-inch lift he loose backs shading"over the pipe will be permitted 24 ours after 10 SAWCUT AND REMOVE EXISTING PAVEMENT AND A.C. BERM - LF RIVERSIDE COUNTY DESIGNATION: E-14-70 F 9 initial placement,provided the (arms are still in place al the time of shading. 11 CONSTRUCT MODIFIED CURB OUTLET(VERTICAL CURB OPENING=3'PER COUNII'OF RIVERSIDE STD.N0.308 EA DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE a) INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET Z M 7)Concrete shall be Class 560-C-3250(Minimum). Cement shall be Type II or V as specified by soils tests. 12 INSTALL PAVEMENT MARKINGS AS SHOWN PER CALTRANS STD A24D. 1 EA NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE t'$7 D j 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN 8) The consistency of the concrete shall be such as to allow it to be worked into place without THE TOP OF CONCRETE POST E-14-70. segregation. The concrete for the cost-in-place concrete pipe shall have a slump of 2"plus or minus 1" STORM DRAIN IMPROVEMENT 9)Fly ash, meeting ASTM C 618, may be used to substitute for cement(up to 15 percent of cement by weight). When fly ash is used, water reducing agents meeting ASTM Designation C 494 will permitted 30 CONSTRUCT 48"CIP STORM DRAIN PER RCFC & WCD SPECIFICATIONS 730 LF in amounts recommended by the supplier and approved by the City Engineer. 31 CONSTRUCT 36" RCP STORM DRAIN PER RCFC & WCD SPECIFICATIONS 484 LF BASIS OF BEARING: No other admixture shall be used in any class of concrete without written permission from the City Engineer. 32 CONSTRUCT 24" RCP STORM DRAIN PER RCFC & WCD SPECIFICATIONS 180 LF THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, GRID BEARING BETWEEN N.G.S. STATION "WILDOMAR"AND N.G.S. STATION 33 CONSTRUCT 18" RCP STORM DRAIN PER RCFC & WCD SPECIFICATIONS 450 LF "METZ". I.E. N06.21'37"E THE COMBINED SCALE FACTOR AT CP 2015 10)At the end of all pours and the end of each working day, the Contractor shall install No. 4 dowels, 24 34 CONSTRUCT MANHOLE NO. 2 PER RCFC & WCD STD. DWG. NO. MH252 5 EA IS 0.99989774 AS SHOWN ON TRACT MAP 29568, M.B. 29911-5. inches long, 12-inch centers around circumference of cost-in-place pipe. 35 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER RCFC & WCD STD. DWG. N0. JS227 1 EAGRID = GROUND x COMBINED SCALE FACTOR 11) The maximum earth cover shall be 20 feet from the top of pipe. 36 CONSTRUCT MANHOLE NO. 1 PER RCFC & WCD STD. DWG. N0. MH251 1 EA 37 CONSTRUCT CATCH BASIN NO. 1 PER RCFC & WCD STD. DWG. NO. CB100 11 EA SOILS ENGINEER 12) The inspection for the CIPP smaller than 39" in diameter shall be performed by video camera and 1 381 CONSTRUCT CONCRETE HEADWALL AND OUTLET STRUCTURE PER DETAIL ON SHEET 4 1 EA PACIFIC SOILS ENCINEERING, INC. core just prior to the final acceptance of the system. 7715 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 13)Type V cement shall be used if the sulfate content in the soil is greater than 2,000 ppm. TELEPHONE: (858) 560-1713 14)Continuous inspection and testing if CIPP placement is required. INDEX OF SHEETS 15)Up to 20 FPS velocity is permitted for normal design. 2-inch, thickened invert shall be specified on OWNS DEVELOPER SHEET 1 TITLE SHEET WITH VICINITY MAP plans for velocities of over 20 FPS. No greater than 30-FPS velocity is permitted in cast-in-place PARDEE CONSTRUCTION COMPANY SHEET 2 THRU 8 STREET PLANS 1WILSHIREBLVD., SUITE 1900 pipes. Invert thickening shall be accomplished by overexcavating the trench 2 inches in depth and LOS OS ANGELES,ES, CALIFORNIA 90024 SHEET 9 THRU 11 STORM DRAIN PLANS O "shimming up" the pipe machine mandrel 2 inches higher. TELEPHONE: (310) 475-3525 O 7 7 =p p q W G p BMVM NO- DATE REVISIONS APPROVED BY DATE CITY SEAL C PREPARED BY: d Z ALETT1 �/� G a�c+Ec�/•�crw.cnrAZ✓�acata e-Is-e CERTIFICATION: °� °"�� BV ENGINEERING CITY OF LAKE ELSINORE _ z �` TRACT NO. 30492 ,30492-1 & 4 SHEET. 1 1 c p H Hq (0�•4 2 G/ G/.CQ CY/7�.EJ•�i(Gw�.Lif'�/�/.,TD,i(/O�08 y/TS - 7-o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE r'�� TC'�tires CIVIL E=N G I N E E R I N G � APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY �7Jo.29242 A LAND PLANNING ■`-, STREET & STORM DRAIN OF: AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING N V� ICU d d�11�.�-�) 3-31-2007 * 1181 CALIFORNIA AVE. -STE.102-CORONA,CALIFORNIA 92881 IMPROVEMENT PLANS !V_l p (J� n 1�►..yy�� iT (909)2804144 FAX(909)280-4150 TB1 O DRYOU 1111 S RAYMONR 0 HELL, R.C.. NO. 16'"6rOJ DATE �TgTP OFI CA`1F�R�\p RCE 29242 03-31-07 TITLE SHEET FILE NO. JOESE H HARTO LICENSE NO. EXP. DATE W.O. FOR: F.B. °k n•'mac �1�., H�A S ;e�e 3 1 ,� I _.._ L=37.06 _ _ _ I O __-____ L=39.4T 'IT'AAAAAJ �o -- --_-- V i - n M -- _. PROP.- Pi STA=10+2s LIVEDR- --- ---- _ CURB RETURNS - -- - - - - - -- AROP L -NIX - -- N U - -- ff -R®SE. - - - - -- ® CLEAR WATER R. -- --- - CURH RETURNS- - - _ PI ST.=12+D5 - + - .....-- _1.509 - ---o O -----i- .. Yf EL=575. - OPOSED .S - - - - - - :-�Ri ADE _ +r, m<. vi M v __-_o6 _ J 'IRA .. min .-n Nn -- - GUTTER W f -. - // O� U Ell -.. _. - - -__ -.. - --.- - t ___. n N PF20R4SE -T-��-. -- �yN N. - _ - - - --- -- - - -- - AD d1b Z - --.-._ 00� \ - 1 +10T a L m 0 .00 C EAR W TER DRIVE a -- - - v x \ -. - -- °'. E.=565. 4 Yi 5 3.45 4(4 m 1n U P STA.=14+15 - - .__ -- - S0 - _- - O -. _. -- -- - -- -------..._ L.= 1 DR4 S74r174.4 - --- - - - - - _ n Z T P OF- CURB E EVATION- _ CD O C.L. ELEV. -0.02 UNLESS -- -+ . - - - - a -- - - - - + PT-71cll OTHERWISE NOTE ON PROI�1' - ' _ -- - - - 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 rn ICI � nl, 1A= III I I 1562.38TC 553.041C I I 55?.99FL J 0)Q q S� 561.88FL 562.02TC 552.54FL - CURVE RAD LENGTH DELTA TAN 04 L 61.52FL X-4.9' A 280.00 141.15 2T53'00• 72.11 n III I III 30g9X5=3.5' 4 4 XS=4.9• 8 X::43.5' I 4 XL=4. 157 B 300.00 159.23 30'24'40' 81.54 XL=15 000 III I II 4 XL 156 XL=4.9 LEAR W/4TER' 118 C 320.00 169.85 ZO) I 8 o R CK RO17A.-_71 DR $ 3024'40' 86.98 SEE D 25.00 37.06 BC55'47' 22.88 a 11I \ �1 w 137 a EE SH136 7 7 9 g E 25.00 38.98 89'20'31' 24.71 xeer 5 9 a w {�[ f w 1 m/v3 F 320.00 110.64 19'48'34• 55.88 - _ O G 300.00 149.1 B 28 29'32' 76.17 \ 62.77TC '.-. - - H 280.00 139.24 28'29'32' 71.09 1 15 1 - -.. S5 25.00 39.27 90'00'00' 25.00 W 0S \ O _ _ _. H ,lI554.55FL_ 3 + T -553.28FS .•.3561 Y7FL_ J 25 00 39.27 90'00'00 25.00 1 7 7 n x E A .�-t3 - - 4.SSTC._ M Q `o _M. _._ --- - ---- 1:2"W `° - N88 43 29 - __. -�-,L�,_�_5 f'L K 25.00 39.27 90100'00' 25.00 d 4 0 - _ - 68.91TC - -12"W - -- 553.26TC N _ 1" L 25.00 39.27 9000 00' 25.00 N x`��6 9 H 552.76FL 554.07FS (V M 320.00 83.78 15'00'00' 42.13 ,. 17. .•• - •. .• ?2 N 300.00 78.54 15'00'00• 39.50 ,,pp$$ � 0 0) 0 280.00 73.30 15,00'00' 36.86 S DD 581.79 TIC 5 6 ,y1- V s 1 w 5 u ,_•� m G 0=19*42'35" 581.29 FL a •• \Jll M n n n U vz U z R- 300.00' 1 fcz^, v> o, �I n a a nl o't II oN o alocu'v m� N v> c�v rn� N o n •••i ti Q z -. .• A B -..'�( ` �P nN Nil c�i� p+I a alit f�v II =W v+i II N ao II w Obi, hv�j °j z �4 �`�.� U3 �U3 + N89'31'271i - _ '•1 b 8 +a_N co 10.99 9+98.81 BC • •w i 7 rn 8 m-•II 172 171 og 170 169 168 167 o U u3 a 79 r s TRACT 30492 O Z" 8 °^ + D U O 5 1.29 FL TRACT N0. 29B„ SUGARBUSH LANE 7 ��n 176 e CONSTRUCTION NOTES: LEGEND ABBREVIATIONS: to-CONSTRUCT 6'CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK to-CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A BC BEGIN CURB HP HIGH POINT RIGHT OF WAY BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE 3a-CONSTRUCT 4'A.C. OVER 7'A.B. PER SOILS ENGINEER RECOMMENDATIONS LOT LINE BVC BEGIN VERTICAL CURVE WILY NORTHERLY 4o-CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 - CENTERLINE C.L. CENTERLINE O.C. ON CURB 5 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATION,SHOWN ON PLANS 01 LOT NUMBER EC DRIVEWAY O.G. ORIGINAL GROUND GSH N, ) EC END CURVE PI POINT OF INTERSECTION Go-INSTALL STOP SIGN R1 PER CALTRANS TRAFFIC MANUAL CURB RAMP ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE EP EDGE PAVEMENT RAD. PT. RADIAL POINT To-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. N0. 207, 'W DIM. PER PLAN CONCRETE SIDEWALK EVC END VERTICAL CURVE S'LY SOUTHERLY Bo-INSTALL RESIDENTIAL UGHTING(9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 I ASPHALT CONCRETE PAVEMENT E'LY EASTERLY ST. LT. STREET LIGHT 1 inch- 40 tt FL FLOWLINE TAN. TANGENT w a zo w m I5o go-INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 STREET LIGHT O CJ }-!" FH FIRE HYDRANT TIC TOP CURB a YSFH FIRE HYDRANT FS FINISH SURFACE V.C. VERTICAL CURVE AS �UI Lr pp 10 CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE STD. NO. 311 T SIGN W'LY WESTERLY /` GRAPHIC SCALE(Q7 FEET) < p =0 p NO- DATE REVISIONS APPROVED BY DATE CITY SEAL G PREPARED BY: z ALIEU4/i G:�aacw�aAYw�rv�aa✓reC�tQ m 71-oJ CERTIFICATION: oRR 0 CITY OF LAKE ELSINORE ��SEPH HgRT�� BV ENGINEERING SHEET: z ono ado - THESE PLANS HAVE BEEN REVIEWED FOR COMPLANCE WITH THE W�O12B242 c^ �v LCIVIL AND PLANNINGING TRACT NO. 30492 ,30492-1 & 4 f� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY aN I O O AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING STREET & STORM DRAIN OF., 1 1 m 1181 CALIFORNIA AVE. -STE.102-CORONA,CALIFORNIA 92881 v Z a a . *Senew:3-31-2007 * 1so9lz -01 FAX lsoslzeo-also SUGIMPROVEMENTARBUSH LANE FILE '� � �� RAYM D OD'�ONNELL '2�0, �-3 wiE lqr ryt ��p - RCE 29242 03-31-07 FROM 9+98.75 TO 19+00.00 FILE N0. TW❑ WDRKING ➢AYS OF CALIF BEFORE YOU DIG f 0 JOES P HART LICENSE NO. EXP. DATE W.O. FOR: F.B. - ok A r s• si 1 'i i - - - - 40 VC. D.IA - - - - - - - CUR ATI4N= - - - - 0 - § L-� C.L. ELEV. -0.02' UNLESS - - = C.L. ELEV. +0.02' NLESS r 0 -- - PROP. N LY TO U OTHERWISE NOTED ON PROF _ _ --- OTHERWISE NOTED N PROFILE m > m ul Z L-39.27' --_- N n + = 3 - - - - m it - - M + o h O .C . 0.C. 00 PI EL. 529.77 w =sss.sa - _ o. . 0 - NOO O n di C_I . _-W 1 - - _ m -- - _ - -- - _ ma g i40'v.C. LLI -n +� - -- - O.C. D.C. - - - YL - 27.2a - - - M $$ o C. O.C. PI=556. 3 - - - + 1 : m d "' + - 8 D _._ rIN 4 - -_ - - - _. - O.C. m z U O +M - CI 0.83% - C - - - - - - m o m d�ma + 530 --- --- z Co ut O.C. .C. .C. D RVII Y T Q =177F =# PROFiLE SCALE PROP --- Mqi¢: P- 40' SLY' T.C. 1�T F- 4 -- 19+00 20+00 21+00 10+00 11+00 12+00 13+00 SUGARBUSH LANE ASHWOOD COURT BEARING CURVE DATA TABLE BEARING CURVE DATA TABLE CURVE BAD LENGTH DELTA TAN CURVE RAD LENGTH DELTA TAN I TRACT 304 2-2 O161 O P 280.00 53.18 10'5256" 26.67 A 110.00 48.00 25'W05" 24.39 160 7 68 O 300.00 68.01 12'59'19" 34.15 B 38.00 139.33 210'04'25" 141.45 159 7 R 320.00 6T71 12'07'24" 33.98 C 110.00 9.74 05'04'20 4.87 TRACT 30492 O158 7 r S 110.00 32.72 1 T02'28" 16.48 D 264.85 89.56 19'22'33" 45.21 I 1 02 I I 100 101 103 O �� 8 mac!� ol� T 110.00 27.22 14'10'39" 13.68 157 p O+° No c'0�� vl3 U 38.00 139.26 209'S8'39" 141.93 E = 50.00' N23'13'S3"E = 7 p } a+ F 50.00' NO6'S0'32"W I II 7 °r' 7 104 m s. I 8 ,I q 'i�� •! t� 23.41• I 67 V - 50.00' N75'48'OS"E - r Y J 07 5 W - 50.00' N74'1315"W - Y } N)3 N +13N 6 <3' NNZii +IOC" �N amo + V 55592FLH 'I o +INN +JN + o NtJ.13 inn+ + 00 uI n 01�3 S RytG5.45 MOC �IU3 P _ ' CL INT. ABBREVIATIONS: 2s+o6.71-CANOPY uNE- `cD cD W O7 554.5 y0 5`9 55Fg '.� - Z I .SS 7 m .. - ... ' 44 2} N - "55 L N89• 5�� M- � BC BEGIN CURB HP HIGH POINT 10+00.00-ASHWOOD COURT' � S3.95T 534 94 �_ O g D O A.C. ASPHALT CONCRETE GB GRADE BREAK F 33 33 o -- • 6 533.44 L 105 G_ 76- _ 4 1 O 66 C.L. DRIVEWAY O.G. ORIGINAL GROUND Q I' S 8.11TC a, 1.12 J+ y?* 3 B Z 55a• BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE 55.45TC 4 F 7 p BVC BEGIN VERTICAL CURVE N LY NORTHERLY W Z b N76'1. 1'W L 4.95FL �1 C.L. CENTERLINE O.C. ON CURB J 'W b Z6ift --- CROLINWN 533.18� I)10 _ CL DWY�� 17) Z W J EC END CURVE PI POINT OF INTERSECTION d 532.68F 535.64 5 35. lJ V) ID N ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE S35.44TC 3 O _ ri. fs N N EP EDGE PAVEMENT RAD. PT. RADIAL POINT Z N • - - 534.9 304..9 FL Co c O A 5 4 o + c'�P EVC END VERTICAL CURVE S'LY SOUTHERLY QI h N 1 533.4 a m 5 f�No+o o M E'LY EASTERLY ST. LT. STREET LIGHT UI a M a ��' \ E p Olo J nib 7 FL FLOWLINE TAN. TANGENT W ,'� �iN N � �ua� E p 11 FH FIRE HYDRANT TC TOP CURB ,� W d + It f'ON M ��p i,� /y(o oN ^ �' O v 1" o J II FS FINISH SURFACE V.C. VERTCAL CURVE I = a o�;'3 + II +U3 rnI�N 11 n N U3 162 W'LY WESTERLY N +w-7b U3 + _/ II 7 7 o c� n ,.(v'� B� 7 � U3 163 I W flJ 7 7 6 v 165 164 I �► 11 109 `��n 106 16 � OO O 108 +,oN O SUGARBUSH LANE CONSTRUCTION NOTES: LEGEND 7 1D-CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 UNDER SIDEWALK DRAIN to-CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A --� RIGHT OF WAY ASHWOOD COURT So-CONSTRUCT 4" A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS LOT LINE CENTERLINE 4o-CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. N0. 403 � LOT NUMBER So-CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LDCATIOILSH WN 0)�LANS^) 1� CURB RAMP Go-INSTALL STOP SIGN R1 PER CALTRANS TRAFFIC MANUAL �� •► 0 CONCRETE SIDEWALK To-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, "W" DIM. PER PLAN I`J ASPHALT CONCRETE PAVEMENT Bo-INSTALL RESIDENTIAL LIGHTING(9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 STREET LIGHT I 1 Inch 40 (t � 9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 w 0 20 �0 60 180 t'lFH FIRE HYDRANT 10 CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE STD. NO. 311 CC R O 11 CONSTRUCT MODIFIED CURB OUTLET (VERTICAL CURB OPENING=3") PER COUNTY OF RIVERSIDE STD. NO. 308 SIGN S `�V I�� GRAPHIC SCALE(IN FEET) � � C NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: < I c k c'k4,1,06 �aEw.oc�.4D✓. 7acu.�Q , CERTIFICATION: o�H H0 - CITY OF LAKE ELSINORE 3 0 it �`cy AR.�� - BV ENGINEERING SHEET: 1 Z �NI gQpi� I Aq-1AuHLT e� s THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE c��' c� CIVIL ENGINEERING TRACT NO. 30492 ,30492-1 & 4 C APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY aY 29242 c LAND PLANNING STREET & STORM DRAIN OF: o O O O AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING N 3 W * mer:3-31-2007 * 1181 CALIFORNIA AVE. -STE,102-CORONA,CALIFORNIA 92881 IMPROVEMENT PLANS D /9J.1`.-. L-S-0 S csosl zeod144 FAX(909)280-150 SUGARBUSH LANE-FROM 19+00.00 TO 20+90.48 FILE NO. TW�R�G DAYS RAYMO O..,.+..DONNLL, R.C.E. NO. 26603 DATE slgrf Ivl o��`p RCE 29242 03-31-07 ASHWOOD COURT-FROM 10+00.00 TO 12+41.70 BEFORE YOU DIG OF CpL\F JOES2PH 1LARTQf LICENSE NO. EXP. DATE W.O. FOR: F.B. 0 h h' N AFl Tie es a3be1'15:04 �. 1 -552 50 N M I N + N go D � n CD r N I� W 9 a W'LX c co rnao rt ■ co Te -- - - - - - - - -. - .. - _ - : D ¢o I EL=574 s� N K. N :� - - fN qn _o O 22. O.G. -OTC. +o 4_In - AR PROPOSE, " +^ $$ - � 8 - - a b�f - ry - �g o ti c - NOTE: - I +N - - - e N N u W - m TOP U L O:L." EV: Mlp'LE 8CA1L.E ' _ - NOTED ON PR - - - - --- FIOI� f 40, _ IERF: f 4' 10+00 11t00 --1 2+00 13+00 14+00 15+00 16+00 17+00 18+00 II I N 180 1$1 1 82 183 184 1$5 T 8 CURVE RAD LENGTH DELTA TAN 6 A 320.00 130.09 23'17'31" 65.95 CT 1 �� 178 179 0 B 300.DO 128.47 I 4 1 77 7 N 7 7 7 7 7 7 T 8 C 280.00 106.85 24'32'10" 54.09 Q Q � Q 7 P 21'S1'S5" 54.09 55. 7 +J �'I`s• N�• �'I�- �' T88 M 2g549 D 320.00 107.41 20'30'48" 54.28 +INN '�^+� +I +I�� F 280.00 1100.25 20'30'48" 50.67 n II N�II Mau Mau a III + II i - / \ �c�3 �i�3 �U3 �U3 _U3 �co3 + i G 110.00 19.65 10'14'14" 9.85 l a r;3 +oN N N " T. roIo I I I I -I �'I-/n o °' ' H 55.00 83.45 No�� a ti U"i 7 �' 86'55'S7" 52.13 T 8g I 35.00 53.10 86'55'ST 33.17 N ��w \ •,,,,,. - c,3/ s c,3 n/ � h J 60.00 112.48 10T2424" 81.69 ........ .- ,._VJ. ,' K 110,00 19.65 1 14'14" 9.85 5 , / D N00'07'111 E_-�8-5 ear ^?a3 r9b� 8 DaC y Z 3 U 3 /o / D7 E� R�JE j0 b7 LJ (7) vi ^•i l / g H i -CL DWY 1 7 _ i \ m G�+g1,JSN�P•Op,K 0 Z B /ory 17y,1?. .1 �c,,., '.� W_18 � �SUOPR9�'�p16 � s 156 155 154 1 53 1 52 151 150 1 49 �3' ,E R .I 550.99 9 TRACT 30492 O U7 ti/ a LIVE OAK DRIVE r4>' 8 5 " 90TC t2;v CONSTRUCTION NOTES: LEGEND ABBREVIATIONS: - 1 CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK SFF S q 17, 7j\ 7g3 2 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO, 209 AND 209A -- BC BEGIN CURB HP HIGH POINT NFF�•H CIIy 11 RIGHT OF WAY BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE 3o-CONSTRUCT 4" A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS LOT LINE BVC BEGIN VERTICAL CURVE N'LY NORTHERLY 1j+y 4o-CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 --- CENTERLINE C.L. CENTERLINE O.C. ON CURB o-5 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATION SHOWN ON PLANS) 0 LOT NUMBER EC DRIVEWAY O.G. ORIGINAL GROUND •, � EC END CURVE PI POINT OF INTERSECTION 17 89 (D-INSTALL STOP SIGN Rl PER CALTRANS TRAFFIC MANUAL /SVAV ✓o CURB RAMP ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE KNUCKLE DETAIL s+.1 .j'-Ec EP EDGE PAVEMENT RAD. PT. RADIAL POINT 3Fg n (D-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, "W" DIM. PER PLAN 0 CONCRETE SIDEWALK EVC END VERTICAL CURVE S'LY SOUTHERLY SCALE: 1"=30' AS-BUILT INSTALL RESIDENTIAL LIGHTING(9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 -I ASPHALT CONCRETE PAVEMENT E'LY EASTERLY ST. LT. STREET LIGHT I inch 40 tt STREET LIGHT FL FLOWLINE TAN. TANGENT 40 0 20 a e0 leo 9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 FH FIRE HYDRANT TC TOP CURB O Y1FH FIRE HYDRANT FS FINISH SURFACE V.C. VERTICAL CURVE O D 10 CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE STD. NO. 311 T SIGN WILY WESTERLY GRAPMC SCALE(IN reer) I > D =0 NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: I Z a rt a�.sra6w�lcKW0I&WAD&/7aecua - _ CERTIFICATION: P�KPH H°Rq Fy = CITY OF LAKE ELSINORE SHEET: I � � z ALMT ' BV ENGINEERING 4 � Z THESE PLANS HAVE BEEN REVIEWEDRACT NO. 30492 30492-1 & 4 FOR COMPLIANCE WITH THE �;'�� T�it CIVIL ENGINEERING T , j 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.29242 LAND PLANNING STREET & STORM DRAIN OF: I o O Q O AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING '�K ca T 3-31-2007 • IMPROVEMENT PLANS a 11e1 CALIFORNIA AVE. -STE.102•CORONA,CALIFORNIA 92Be1 /Pwirs./,� -3-OS s soslzeo� FAX(NO)230 4150 LIVE OAK DRIVE FILE No. TW❑ WORKING DAYS M N OOONN LL. R.C.E. NO. 2660J �� tglfOFICAUF��\p RCE 29242 03-31-07 FROM 9+97.93 TO 18+00.00 BEFORE YOU DIG JOES PH HARTGE LICENSE NO. EXP. DATE W.O. 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EY. -0:02' UNLESSa �= I'- LE -ao•a 10+00 11+00 12+00 13+00 14+ 15+0 i 0 16+00 TRACT 30"2 I 140 I 138 139 141 142 143 144 137 145 7 7 146 Z 7 T_n' a a� �� 7 m 8 7 Jao ;C �� ^I � o� nCURVE RAD LENGTH DELTA TAN Inl N ' r pN IpN p�v NI . nlo 46�O �� - - 08'O6'23" 29.76 + N n u j- N A 420.00 59.42 O nON _I pin J JII �U3 + N + N Ol JOI n N O J II +JN �IU3 r11U3 + ON + ry N pN Y B 4DD.DD 56.59 MIJ II M J II N N m p O8'O6'23" 28.34 + �IU3 �Ic23 I c�3 5 IU3 41Ji3. vIG3 NIc�3 C 380.00 53.76 .- +� 08'06'23" 26.93 i L, -1 - .. - :t.. •.. V LL 4.84 L 552 66TC J777, 552.68E 2.16FL13 I $$ p 8 CI - - - __ 19 INT. N ^ 14 19+68.01-CANOPY LANE= M 0 __ 1 555.34TC 552.66TC •�?"F 1 15 38.80FL 15+99.74-ROCK ROSE DRIVE N 562.02TC' U J CL IN, K ., _ 538.13 14+61.03-SUGARBUSH LANE= n - W 10+00.00-ROCK ROSE DRIVE N _.-. I M Z � z o Q u M .� I 6 _ Y TI 3 N p ID �I �IiO + N�r N U rnlln .M-I NIT MI•• Y W O olr OI N +Jtt ml Sin W ry Jry eNpl 10 0103� SIT ri Y a +pC }pN f U3 !I ; N�tj �U3 �7' p N f U3 n13�N IpN + H Z N o cJ�3 7 U3 73 II U3 m Q W _b b e d ��3 L UJI136 135 134 133 132 131 130 129 728 W � - '� ROCK ROSE DRIVE - I CONSTRUCTION NOTES: LEGEND ABBREVIATIONS: 1D-CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 A.C. ASPHALT CONCRETE GB GRADE BREAK UNDER SIDEWALK DRAIN BC BEGIN CURB HP HIGH POINT to-CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. N0. 209 AND 209A --� RIGHT OF WAY BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE So-CONSTRUCT 4" A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS LOT LINE BVC BEGIN VERTICAL CURVE WILY NORTHERLY 4D-CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 —-— CENTERLINE C.L. CENTERLINE O.C. ON CURB DWY. DRIVEWAY O.G. ORIGINAL GROUND So-CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO, 401(LOCATION SHOWN ON PLANS) LOT NUMBER EC END CURVE PI POINT OF INTERSECTION l��jO71Y ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE Go-INSTALL STOP SIGN R1 PER CALTRANS TRAFFIC MANUAL m CURB RAMP EP EDGE PAVEMENT RAD. PT. RADIAL POINT Do-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, "W" DIM. PER PLAN CONCRETE SIDEWALK EVC END VERTICAL CURVE S'LY SOUTHERLY ASPHALT CONCRETE PAVEMENT E'LY EASTERLY ST. LT. STREET LIGHT As-13U 1L'T Bo-INSTALL RESIDENTIAL LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. N0. 1000 FL FLOWLINE TAN. TANGENT 1 Inch= 40 n. STREET LIGHT FH FIRE HYDRANT TC TOP CURB w 0 20 w eo W go-INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 FS FINISH SURFACE V.C. VERTICAL CURVE O y7 10 CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE STD. NO. 311 L7FH FIRE HYDRANT WLY WESTERLY (�� C SIGN GRAPHIC SCALE(IN FEET) \� G NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: i T Z ° e H° ° DNq - CITY OF LAKE ELSINORE �. siaEu/gG,c�u/rorA-14Z2V.Tac�.es CERTIFICATION: R�� - BV ENGINEERING 7 z 1 pH Hq SHEET: t m s • THESE PLANS HAVE BEEN REwEwED FOR COMPLIANCE WITH THE y�,°yam r�� TRACT NO. 30492 ,30492-1 & 4 I c 6 � APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY a� No.29242 A LAND PLANNINGING STREET & STORM DRAIN OF I N; W 4I O 0 AND STATE AWS, AND A PERMIT CAN BE ISSUED :LAND SURVEYING R1 uu * mew:3-31-2007 * IMPROVEMENT PLANS D /1 mil_/T�TCiIG�\ �/ ��/� 1181 CALIFORNIA AVE. STE.102-CORONA,FAX (90)28 92881 L�I`TL-77�•L�]IUI`S-.JL�GJ( RAyMOIjp p.5NN LL,a.Z:E. N U -'�'oa�� Jl \p c90sl ze0r, FAx tsosl2aoa,so ROCK ROSE DRIVE FILE No. TWO WO YOU D GYS �rf DFI�AL1FpQa RCE 29242 03-31-07 FROM 1 Q+QQ.QQ TO 1 5+99.74 JOES&WHAPTGEr LICENSE NO. EXP. DATE W.O. FOR - ok 'I" 4A -rso .s / - - L-39.2T - - -- - - --'. U s• O O.C._ - z 37 131,Al. _ }N p { rt- " Y] ci- Y C. -- - 0 G. ® C.L - IGO' V.C. f 5T ]131 PI STA.=10+70 - - -PI EL= 10'CROSS _ 7+39.03 SUGARBUSH LANE= poo, IN _" m w n n 15 60.34 CLEAR.WATER DRIVE: -- - -- --- - +rn+ ^ --_ _ -IQ D "� PROPOSEDF - 9'a 9'a C.. - Ris-0 ' N N tp ••9 �i'� - - - N l° " Y ON Y]O Gp : N N tV i m - OSIM _ 3 Q . OF CURE. 2 _U LESS PROP. N E EV. 0. ' y CD � � a N10F'1-ESCALE THERWISE NOTED 0 PROFILE ►ia+¢: r- ao #kt I I I--, - 9 -e r I f t I 1 1 1 1 1 1 1 1 1 1 1 i i 1 1 1 1 1 -- - ►�►r: r- a 10+00 11+00 12+00 13+00 14+00 15+00 16+00 CURVE IATA TABLE LEGEND CURVE RAD LENGTH DELTA TAN i UNDER SIDEWALK DRAIN I I A 620.00 75.87 OT00.41" 37.98 I B 600.00 73.42 OT00.41" 36.76 RIGHT OF WAY C 580.00 70.97 OT00'41" 35.53 LOT LINE CENTERLINE I - � LOT NUMBER ` TRACT 30492 I CURB RAMP CONCRETE SIDEWALK 'i 12O 121 I CJ ASPHALT CONCRETE PAVEMENT 122 123 124 125 126 ° 1 19 STREET LIGHT W � 7 7 7 27 I I �FH FIRE HYDRANT SIGN { 7 O o 7 Q 8 7 -i nl p _ o� I oq� o �I rn}} }} of J I of + (N°IO" }�N a0i 3• ,.^j13N " "� I a0 $ o oN �$ + N N J II p" �N moo • rnI " ABBREVIATIONS: m " ^ON J 11 ^U3 ^IU3 N J� M J II } aOipN +pN rnl - GMD q$$$ D + oIJ n ^I�; ^I •-IU3 _^IU3 ro „+1 II aIJ a °° ,ri A.C. ASPHALT CONCRETE GB GRADE BREAK 9 C ! ^ BC BEGI <_IT +� u3 I 5 o I � �c�3 v+J I N CURB HP HIGH POINT w 8 " I ^IU BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE Z 3 . n r - .• �• : - •, ,,, -T I ^W I•" BVC BEGIN VERTICAL CURVE N'LY NORTHERLY 'S 'L m L - _ `' -_ �NI M C.L. CENTERLINEO.G. ORIGINALS GROUND C 2. 4 L�1. .� .78FS 46.42FS 12 � I Inn I I _- _ 1 -T -� DWY DRIVEWAY EC END CURVE PI POINT OF INTERSECTION - 3 Q B 14 '1 8.8 l CL INT. ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE U W I 552.49TC 549.76TC C -- -- - --- 1 - _ + F 22+44.70-CANOPY LANE= EP EDGE PAVEMENT RAD. PT. RADIAL POINT m 15+60.34-CLEAR WATER DRIVE EVC END VERTICAL CURVE S'LY SOUTHERLY ' p CL INT. U1 530.03T /p W E'LY EASTERLY ST. LT. STREET LIGHT 17+39.03- �< h "' Z FL FLOWLINE TAN. TANGENT SUGARBUSH LANE= I cvN I I Q FH FIRE HYDRANT TC TOP CURB 10+00.00-CLEAR WATER DRIVE '�� p N n o p 5 8 I J FS FINISH SURFACE V.C. VERTICAL CURVE of I ^J ITT IT3 �Irr^ o I:. WILY WESTERLY ? N in NIONpal G I I�IpN + _+ + OOIp" + N Nlp" Ip " OI I I a VT +o J II �I(Jj3 ^N W +I �U3 M J I� MI�1 OI " "IrnN 'O I1 0 W tj �3 JJ ffC) U3 1U3 +pN + = g -7b 7 8 VJ 7 r l d•z, 3 W Q CONSTRUCTION NOTES: I U) o$ 116 115 `J ( N 0h? to-CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 I W 1 18 1 1 O 1 14 1 13 1 12 1 1 1 W I 00l m to-CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A v) +I1 1 So-CONSTRUCT 4" A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS 4D-CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 �//07.V Q So-CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATION HOWN ON PLANS) 6D-INSTALL STOP SIGN R1 PER CALTRANS TRAFFIC MANUAL -- n o-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, "W" DIM. PER PLAN CLEAR WATER DRIVE AS-BUILT Bo-INSTALL RESIDENTIAL LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 1 mch= 40 ft. w 0 20 w N Ie0 9 INSTALL STREET NAME SIGN PER COUNTY Of RIVERSIDE STD. NO. 816 O O m 10 CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE STD. N0. 311 GRAPHIC nommommot-SCALE(IN FEET) ,g®mp C p _ p N0. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY I Z 6-/r-07 CERTIFICATION: ��PH H�R'F� BV ENGINEERING CITY OF LAKE ELSINORE g Z SHEET: 6t�e4alL� 3 - n uos THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE 'o� TF (:IVIL ENGINE RING; TRACT NO. 30492 ,30492-1 & 4 j c APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY m29242 s LAND PLANNING J 3 4 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING STREET & STORM DRAIN OF: O W ��`4�� 1181 CALIFORNIA AVE. -STE.102-CORONA.CALIFORNIA 92881 1'''e e 5 * e�ew:.5-31-zoa� * IMPROVEMENT PLANS n 4M � 6 a4rMo Ioo ��. N o1 �"2 w� Jl Q eos)2eo4 44 FAX(909)2804150 CLEAR WATER DRIVE FILE No. TWO BEFORE YOU DIG KING YS 7 1rf OFI CAUF RCE 29242 03-31-07 FROM 10+00.00 TO 1 5+60.34 JO EP 1 WARTGE LICENSE NO. EXP. 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PROFILE SCALE R P H1o�¢: r- ao• ;.: a :..S L vERr: r- a 1400 20+00 21+00 10+00 11+00 12+00 13+00 SUGARBUSH LANE ASHWOOD COURT III BEARING CURVE DATA TABLE BEARING CURVE DATA TABLE 11I TRACT 304 2-2 CURVE RAD LENGTH DELTA TAN CURVE RAD LENGTH DELTA TAN P 280.00 53.18 10'52'56" 26.67 I II II 160 161 7 68 O 300.00 88.01 12'59'19" 34.15 A 110.00 49.1 210'04'25 24..4 B 38.00 139.33 210'04'25" 141.45 III TRACT 30492 159 38'XIA R 320.00 67.71 12'0T24" 33.98C 110.00 9.74 05'04'20" 4.87 I IIIS 110.00 32.72 1T02'28" 16.48 D 264.85 89.56 19'22'33" 45.217 I08 �'^ T 110.00 27.22 14*1039 13.68 _ - �0� 1 O 1 1 02 1 03 o NNO\N O rn� 3 U 38.00 139.26 209'58'39" 141.93 E - 50.00' N23'13'53"E - I 1 III � 4' I V - 50.00, N75'48'05"E - F 50.00' NO6'S0'32"W 7 Y 1 04 23.1 i 6 7 I I � ors- 8 a m 7 rn OG g W - 50.00' N74'13'15'W - vi N J- N N a�N m 642TCH II11 III oc�.loirs�n N�oN + -IU3ui I. +lou Q7 o a � V T .., - 555 92F4 III III .-In oN NO ��^ ��3 p 0 yyy4 355 g5 GI O 5 A9 _ v Y w� ABBREVIATIONS: 25+06.71-CANOPY N R O u-,v>+_ + � S3 Z � � 55 5 U M � rn rn G A5F I CL INT. O 59 12 I-• 2" c A.C. ASPHALT CONCRETE GB GRADE BREAK W I 55A i55Fs_ - �\ G r BC BEGIN CURB HP HIGH POINT W m 53 .95T 4 94T W o) _ 0 5 5 70M.O.C. g"gg 5 7,5,0E 531 9 SS - _ ._. evc 1Q I 32.84FL 1 05 tnw Sl lil L'W FL 54.95 L ,45E vo 66 C.L. DRIVEWAY CENTERLINE . ON CURB GROUND J III '-� 5 8.11TC I _ 554 56.S.. 20-�- �� 7� 5 n W tO 8-iV T.81 FL - �.-- --- 3-62 L CROWN D �� 1.0 W Z-'b --- 04 ...554 65 OLINE 533.'fBTG. _ L DWW I Z'1�11K�l' EC END CURVE PI POINT OF INTERSECTION (L III C=18 7ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE 0 FS //N \ EP EDGE PAVEMENT RAD. PT. RADIAL POINT 0 I I A 534.9 534.94FL R o ^ m \NSO'A N EVC END VERTICAL CURVE S'LY SOUTHERLY QI II 1 533.4 '' \ OC ~ 5 �'+ "�I E'LY EASTERLY ST. LT. STREET LIGHT c.11 II II 0 a n FL FLOWLINE TAN. TANGENT N o - �' N010�1 nl N W + oN 7 FH FIRE HYDRANT TO TOP CURB III W cl N�3 FS FINISH SURFACE V.C. VERTICAL CURVE III I� = +�� 40C rnlC) p � 1 62 WILY WESTERLY I II I N o c� ^U1J3 (� �� 7 7 163 III �� I W ^w 7ai�tl O 164 i W a 166 765 III II i � (I 10 109 108 +,�N 106 SUGARBUSH LANE � 107 CONSTRUCTION NOTES: LEGEND i �I (i -CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 UNDER SIDEWALK DRAIN o 2D-CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A ---- RIGHT OF WAY ASHWOOD COURT 3O-CONSTRUCT 4" A.C. OVER 7" A.B, PER SOILS ENGINEER RECOMMENDATIONS LOT LINE - CENTERLINE 4O-CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. N0. 403 01 LOT NUMBER o-CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. N0. 401(LOCATION� /o0)�LANS/)� CURB RAMP o-INSTALL STOP SIGN RI PER CALTRANS TRAFFIC MANUAL za CONCRETE SIDEWALK o-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, "W" DIM. PER PLAN ASPHALT CONCRETE PAVEMENT SO-INSTALL RESIDENTIAL LIGHTING(9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 i -o STREET LIGHT 1 inch= 40 tL 9a-INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 40 0 20 40 80 160 tSFH FIRE HYDRANT 70 CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE STD. NO. 311 SIGN As- BU I L7 11 CONSTRUCT MODIFIED CURB OUTLET(VERTICAL CURB OPENING=3") PER COUNTY OF RIVERSIDE STD. NO. 308 GRAPHIC SCALE(IN FEET) p =p p @M%flM NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: Z 1 G//z a !*�/GIG S/O�K/AL/1.�1a✓•TdC'L/P6 -/3 0J CERT►FIC,4TION: Q�oePH q"q<� _ CITY OF LAKE ELSINORE SHEET: ® i - SAS .�,w s 05 6�� TRACT NO. 30492 30492-1 & 4 c(',�L s`r�l[=Fp THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE c >Jl�' � CIVIL ENGINEERING � n�OOAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY `�FIo.29212 LAND PLANNING STREET & STORM DRAIN OF: O O O AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING /lCp��o/j�c�� -'� �71•n * enew:3-31-2007 * 1181CAUFORNIAAVE. •STE.102•CORONA,CALIFORNIA92881 IMPROVEMENT PLANS L-3-03 f (909)2804144 FAX(909)280-4150 SUGARBUSH LANE-FROM 19+00.00 TO 20+90.48 FILE NO. TWO WORKING DAYS RAYMOO ODONNLL, R.C.E.NO.26603 DATE �V CIVI1- `y��T - RCE 29242 03-31-07 ASHWOOD COURT-FROM 10+00.00 TO 12+41.70 BEFORE YOU DIG FOF CAS\F� JOES H 14APTQE LICENSE NO, EXP. DATE W.O. I FOR: I F.B. 4 1 6 os L Imo_ '5-D_--__-o.._'j.,,I_C II'I_II'-1L_.•S�9.I�+'\I II IP`0-k�--�a 9p-�0RII,Ii I i,1-;II I--�-e--9-3�-'.1�.I,I SJ-�I1�1.i��'NE_1I�N I IIID I \TPE--_p•jI�,I i-lIE-e G_6_Aam y''i�I).-..I C'I I`.-�--_�_�-�O J.__��o�siG:.Rt�r-t �r647 M1 -N7,�7.III��a�T 7.•p�6-..�°,o,II'I!,i,-o b�\_E�`.��.�.�'r�\I,`_,9ou•�'•>6 t6II I0'a¢_'1-^R',',-;Ir I--��'�N6I,--c.•o°_S+n,-'1-O"I;I I��I�.I''.II-A 7-.•I_+1,-.`�8n'i!-'I.I I---•-.�.o+.-'.n-.\.N_'\1 1y�S,rnO"D\i.-1E_1\��,5 I'i L_O..�:�"=�t.6 l�I I I iI'i I Y 7__--4 1��!1 I 1i:�9.�-M_Tb+0P11-III',3 I_�Ij�.I-�C,_7_...-.�•NiQ'..NJ�.oL3(/-9-.1 I>11D_I7 I}'.III�1-OPJ�5�w0 -+,I N 35-uII�>-s-�I'pL�--ETc=.y 1 8�I-��-II�i-i-P��-I I---17II r�o.-,8-_2�30 1•F-_5I-'-I I�---_4_0NQ7<5 I I-1I U'3Owcwi�iFN3n'�-�I_ 1�21_98,._-ImII I'��1�EiII,• I'1-M''�i"8 86 II II'JI I1--�=S3�'vnnMS.MnMbI�-III-1l1 11c w3oJU�-5 IIII,3-i.N3(..I I11 jI'jI-. o��`°--,-I I I,I1�c�I,1-8i.-t�iiI-j'I I-III�-.-4-_3�I 5-I s':6I I I�I I-r1.0Vpb+5 II�I i.-I!-.I1.p3JcJ0��-`I3i�IIIl��':I�am_m�o±_�`�-�,-(_�_,-I LI'i•I..II I_--_6-_=1.2-�Ii L,I 8_-_.-_`W,h*r--_59ES1�^I-,I I'II.-_I-I�p_-O O 3I_gI1�I-��-�-3.N hI 4II:_-I II.i_:I--c 1 9 n9_f-0 1_5-_��_-LI%!I II I I!.III �/�-n_-I�!;,I1I I---^�6,}-n/jI I 7:'',�,••/+ 8 1 m NiO PRORE SCALE ' E S�-1149l Hi F- 40' VISIT: F^ 4' G_�C-/L�IGRL III I:I I:_/W-'ESN/5,/•1i ji I e>�NMI�/��3='N,dI7OI'I-II_I_`_.-..m_p;.._<`�I!II -,n�I�:'N-�cub8�I__II-I II-I m��•DIi�rh�III',-!1�.II'� '--�A�Ta--�•�II I:-yiII;I',I,I-��--,--"n^/�!/I�1 I I�-U 1�IEj_3`.ij-'II�,IL_�I s_--4 J�_4� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 p+I4.�IJ IF O T�9L�p•W/3-pfic•B,�IIS 67pj!cG�F 8x-yO'g�C1`�ti3ibih- Bq •p�,C 9 2 I j 0 I-I�l 7-7E�-g� rO39d 1 8 + �am rzH0+.. P0 �1 I `-1•/ . I!'IF I.5��••� ��'�,I-L III r'..•'.hI --�-F`-•SI''�'i.�I.;f--�� -_. .-77 �•- '- - I I iI I,I CURVE URVE �1I 2DII.A4T8,-I i A I TABLE ABLE CURVE RAD LENGTH DELI II T4A'- 11-I 1.I4_4 I1 -:. II I I T3A'99 :N 320.00 130.09 23'17'31" 65-.:..... .9 8861 5 B 300.00 128.47 24'32'10" 65.24 A C 280.00 10685 21'51'55" 54.0579 7� PM D 320.00 114.57 57.950+ E 300.00 107.41 20'30'48" 54.28 50.67 ± + + F 280.00 100.25 20'30'48" G 10'14'n H 1 55.00 83.45 8655'57" 52.13to 53.10 8T2S5 46 1 . 104'5274" 83 74 , -. 0 0)101 5 K 110.00 19.65 N 07 1 int 9J N N 7+14.5 DAY17 7o '1142 W=18 TRACT 30492 7LIVE OAK DRIVE CONSTRUCTION NOTES: V•O-CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. N0. 200 LEGEND ABBREVIATIONS: UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK 7j^ -CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A BC BEGIN CUR HP HM DOLE OF CURVE IGH POINT CO RIGHT OF WAY T SBEGN CUR BCR B o-CONSTRUCT 4" A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS LOT LINE BVC BEGIN VERTICAL CURVE N'LY NORTHERLY CENTERLINE C.L. CENTERLINE O.C. ON CURB 5O CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. N0. 403 DRIVEWAY D.G. ORIGINAL GROUND CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATIONGHOWN ON PLANS LOT NUMBER EC END CURVE PI POINT OF INTERSECTION1( -INSTALL STOP SIGN R1 PER CALTRANS TRAFFIC MANUAL CURB RAMP R END CURB RETURN C POINT VERTICAL COMPOUND CURVE KNUCKLE DETAIL e, c TD-COCONCRE SIDEWALK EP E PAVEMENT RADPT. RADIAL PONT SCALE: 1"=3 As- !QUIL NSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, "W" DIM. PER PLAN EVC END VERTICAL CURVE S'LY SOUTHERLY O-INSTALL RESIDENTAL LIGHTING(9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 ASPHALT CONCRETE PAVEMENT E'LY EASTERLY ST. LT. STREET LIGHT I inch 40 ft. FL FLOWLINE TAN. TANGENT 40 0 20 40 e0 1 60 o-INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 STREET LIGHT FH FIRE HYDRANT TC TOP CURB VFH FRE HYDRANT FS FNISH SURFACE V.C. VERTICAL CURVE 0 CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE SO. NO. 311 SIGN W'LY WESTERLY GRAPRC SCALE(IN FEET) NO. DATE REVISIONS APPROVED BY DATE CI7Y SEAL PREPARED BY:- it G'J/O�ld9CKWivTy/AO,7a46Wg (,- �P OR4( CITY OF LAKE EL SNORE 4 -0 CERTIFICATION: P�H Hq sHEET: 07 f a cc8 5 'IV cy r r r l TRACT NO. 30492 ,30492-1 & 4 inn ��LL THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE Ica V F` CIVIL ENGINEERING ©© APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CI7Y a� -Na.2---- �a LAND PLANNING STREET & STORM E)RAI N OF., p 9 c AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING p .A,�n/� , enew:3-31-2007 * 1181 CAUFORNIAAVE.-STE.102-CORONA,CALIFORNIA 92881 I M P R®V I=M I=I�IT I�I-AI�I S VL/1�7 /�-3-03 J (908)280-4 4 FAX(909)280-0150 LIVE OAK DRIVE FILE NO. TWO WORKING DAYS RR MPNO ODONN LL, R.C.E.MO.26603 DATE TgrE' IOA�\Fp�y��P RCE 29242 03-31-07 FROM 9+97.93 TO 18+00.00 OF BEFORE YOU DIG JOES PH HARTGr LICENSE NO. EXP. DATE W.O. FOR: F.B. MEE MEE ME= MEE ME■ ME MINIMIll SEE no Mill BEEMEM M ME EME��= mawliffilimmumm" MEE Emm ■ MEME ME MEN N ONE AM MEEMMEMEMENEEM ME M mmmm 0 ■MEE 1010111110 mm Ell m 0 mmm NO■ MMIMlllllIIIlIIllM MM m 0 M ■0■ M11111 =MEN MEMO ■MEMO== ■ 0 MEM MEN ■ M M M M MM MMI PRIME ME MM ■ MEE NOME 0 MM ME=== 611ME MENME M MEE NEEMEME MEN ME ONE 011 ME KMIMMOK9�MENM= Mill MM No MM ��EMEMEMMM= ME SOME ME MM MENE�mmom MEN W.E.'s 'jimiff-9111, ME ------ - ��offM-IMM MINE MIMEM RUN axotom �gro7 w Owwo Q aw womw Awmia, WAR PIT ALERT Ell mm mm mm MEN! ; 4 1 - - ---j-- - -- ----- r 1 1I I 4' �-: I _L I I - 1 '- I ! N� I I i...- I i I I I 1 If I�- I o I , I I�RIO WjL I a -- -_ a : 4] � I -rW I '4{• I I I I I I, '� I - - __ I -, I - I I i I ml Q I I L I- - t y _._ S'. o ao+M G ' UC ORiIn o_14i-ELO.I SUGAR US L NEB 10+00',CU_ROC;. 503 00 E R - I I I 601-C.(.. 115 99.74 ROCK 05E RIV I I I I I I I TL - 4 - : lE _ - m PROFILE SCALE is TF1 _ 1 - - -- + - - - - - I I I HOR2' r- 40 I- e i I I I r I I I , vear: r- 4 I I I I I I I _I I I j I 10+00 11+00 12+00 13+00 14+00 15+00 16+00 TRACT 30492 I 138 139 140 741 142 743 144 145 W 137 7 7 7 146 Q 7 7 ? U q �� m� B 7 7 7 - RV DATA 0 0 o �- �- a�- _ CURVE RAD LENGTH DELTA TAN TABLE J - "' +IoN m�loN +low a'sr• ^IN ry o� �Q A 420.00 59.42 08'O6'23" 29.76 _ oNIrS�N cJ.�3 �I-�II cJi3 +ory +IoNI rn n roi 3�n �I - B 400.00 56.59 08'06'23" 28.34 v �IJ II J II rl II + N�N +ON N�'n �'h U3 �Irj3 I --IU3 ^U3 ^ J II y-I-,a NIJii C 380.00 53.76 08'06'23" 26.93 I I +o: m ^r _ -55 34 552.68E __. _ - -B"W'- 554.84 L 2 552.16FL 73 N - _ 'o CL INT. 561.6 11 p... _ _ - 14 "- -"- DI ___ ! 19+68.01 CANOPY LANE= _ 1 538.80FC -I- ' ~�` 15+99.74-ROCK ROSE DRIVE - g-SS-- 52 66T0 (p �� 562.02TC CL INT. �- 56 5 -' '_ :' E 14+61.03-SUGARBUSH LANE- _ ;.._,.•:. „.. 538.1 --- _ ul - 10+00.00-ROCK ROSE DRIVE 1 M 1 -- - _ ION I O O N n'_ 5 M N I ,,6;.. - I Olr- NI�i� + M�j- + NIA. M} NI3> O123i�N �jlll �T O]Ij� NW (VIO NI3- Olp� �?- ^ to II• LL N N + <t U O N I} r 3 7 +�, I1U3 U3 0o N JN U3 J N a�3 "a,- INN N W Z C4 m U3 U 7 8 c�3 7 3 a w II �a'n m W Q 7 b �3 W 73J 134 733 132 13 W I N 136 O O 130 729 128 � W W - (n ROCK ROSE DRIVE CONSTRUCTION NOTES: LEGEND ABBREVIATIONS: O1 -CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 A.C. ASPHALT CONCRETE GB GRADE BREAK UNDER SIDEWALK DRAIN BC BEGIN CURB HP HIGH POINT 2o-CON5TRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. N0. 209 AND 209A ---- RIGHT OF WAY BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE 3D--CONSTRUCT 4" A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS LOT LINE BVC BEGIN VERTICAL CURVE NTY NORTHERLY o-CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 --- CENTERLINE C.L. CENTERLINE O.C. ON CURB DWY. DRIVEWAY O.G. ORIGINAL GROUND O5-CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATION SHOWN ON PLANS) ( LOT NUMBER EC END CURVE PI POINT OF INTERSECTION � k//OTy ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE Go-INSTALL STOP SIGN Rt PER CALTRANS TRAFFIC MANUAL Q CURB RAMP EP EDGE PAVEMENT RAD. PT. RADIAL POINT O7 -CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, "W" DIM. PER PLAN CONCRETE SIDEWALK EVC END VERTICAL CURVE STY SOUTHERLY n ASPHALT CONCRETE PAVEMENT ETY EASTERLY ST. LT. STREET LIGHT AS-BUILT 8a-INSTALL RESIDENTIAL LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. N0. 1000 FL FLOWLINE TAN. TANGENT I inch= 40 [t 9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. N0. 816 STREET LIGHT FH FIRE HYDRANT TC TOP CURB 40 o 20 40 80 160 YIFH FIRE HYDRANT FS FINISH SURFACE V.C. VERTICAL CURVE _ LMEJ 10 CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE STD. N0. 311 - SIGN W'LY WESTERLY GRAPHIC SCALE(IN FEET) _ @m� NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: 0 0 � 1 `//2 Gs/��K1�0�A�✓ 70�fg Lis CERTIFICATION: Q�o�PH Hq"'�F CITY OF LAKE ELSINORE SHEET 7 s a 05 Rc�z TRACT NO. 30492 ,30492-1 & 4 (�",n�o 'TQo ILL� m I THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE c> > y�- 1^c^ CIVIL ENGINEERING 47 n APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY Na.29242 LAND PLANNING ^OO u @ O O AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING STREET & STORM DRAIN OF: r� 7181 CALIFORNIAAVE. -STE.102-CORONA,CALIFORNIA92881 e e * enew:3-31-2007 * IMPR VEMENT PLAN fir, /�%�r ��, L-7-oS TWO WORKING DAYS R YMWV ODONN LL, R. .E.NO.26603 DATE `rT,9 CIVIL ��P (909)280-01 FAX(909)280-0150 ROCK ROSE DRIVE FILE N0. BEFORE YOU DIG TFOF CAUfO� RCE 29242 03-31-07 FROM 10+00.00 TO 15+99.74 JOESEEPHIHAPTGEr LICENSE NO. EXP. DATE I W.D. I FOR: IF.B. e 44A S 3 of 1:ADRnwlUcs\PF:OJECI'S\51.009\172VPI Ny`\S I'F[T\(.I301._7_.1 r,d va 5--79 OT £3:36:5s am F� _ - _ _ :. _ ::.__ :: _` •-. is: : I _ _ ,-_ .: _ _ .:_ -,:: :::: =: +o - _ __: . 0 -.L _ - -- - - - -- _-- - -R US ::{N ::_:-_ .....-=- =off -:;-:ri _.._w _: M --...- -----15_6 34_CL AR_W-TE-_D.I- ---- - _ _ - -- KIV -- - - -- - - -- — -- - -- ---- -- --- _.. 5,7 Af O E F -_ - - - - - - - - _ E OO U E S - Ql�. EL - PROFILE SCALE _ _ HER 1 O Q Q P FI VERE: r- 4' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 CURVET LEGEND CURVE_ RAD LENGTH DELTA TAN UNDER SIDEWALK DRAIN 1 II I A 620.00 75.87 07'00'41" 37.98 RIGHT OF WAY I B 600.00 73.42 OT00'41" 36.76 —- I C 580.00 70.97 OT00'41" 35.53 LOT LINE CENTERLINE 1- Q LOT NUMBER I - CURB RAMP 1 TRACT 30492 - CONCRETE SIDEWALK _ I 0 ASPHALT CONCRETE PAVEMENT 120 121 122 123 125 I I STREET LIGHT ' I 119 124 726 27 I I 'dFH FIRE HYDRANT Z 7 O 7 7 8 T SIGN _ TI YO O M O7O N Nl jn Q� ^ O) C, QIo Oln +� OpN + N �I 3' - I ABBREVIATIONS: I rlpN 10 +IpN `�(� ±IJ II N U3 +IpN +pN N-��lO� YIpN rn M i�l 'v o J n �7 U3 I N MI�3 n�+ N �+J n +I U A.C. ASPHALT CONCRETE GB GRADE BREAK 1 + �.103 I I 5 o I ^��IU3 •-Iv3 aI�I BC BEGIN CURB HP HIGH POINT o w 6 I I I 'n c1 +x BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE _, O 'r` "" - .: ........�+•.. .., I I w BVC BEGIN VERTICAL CURVE N'LY NORTHERLY T I U) o .:.�•. ,..+ .-. ..:, z. ,r....: — C.L. CENTERLINE - O.C. ON CURB DWY. DRIVEWAY O.G. ORIGINAL GROUND CD g§4�_�OFL_ o EC END CURVE PI POINT OF INTERSECTION d' N 3'-• 1 _ _— ---"B�S�-- 1 52_• - - ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE CL INT. C — P-- _-- - —_ _ _ _ -� _ EP EDGE PAVEMENT RAD. PT. RADIAL POINT / o 22+44.70-CANOPY LANE= CL INT. U) ., .• . — ... W 15+60.34-CLEAR WATER DRIVE EVC END FLY EASTERLY CAL CURVE S'LY SOUTHERLY TAN. TANGENT IGHT 17+39.03- ....., ...: I Z R HYDRANT P R SUGARBUSH LANE= 'c�i , ' , 1 1 _. ` I Q FH FIE YO TC TO IC B 10+00.00-CLEAR WATER D I 5 I a FS FINISH SURFACE V.C. VERTICAL CURVE rc1 o N I: u�S, I� > + ... ; 6 W'LY WESTERLY N -6l , � N �J ml . � 6I . o oI in } d I r+ION } II +F + LION + N NION t010� RI ^^}z 0_ p �J11 U3 •-rn �w ± II N�3 M�II + 11 �Iin rn1N 1'M U3 +pN r J II W ro �. Z i +0b �b 6 b b b b ��3 ��3 =+� UI m L7 V)Lou CONSTRUCTION NOTES: — O 116 115 114 O �l Ot -CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. N0. 200 N 1 18 1 17 1 13 7 12 1 1 1 W (D-CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A (D-CONSTRUCT 4" A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS II CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 W#w Q 5 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO.401(LOCATION SHOWN ON PLANS) I 6D-INSTALL STOP SIGN R1 PER CALTRANS TRAFFIC MANUAL /� 7D-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, "W" DIM. PER PLAN CLEAR WATER DRIVE A5-�3U1 Lr 1 inch= 40 ft. 8 INSTALL RESIDENTIAL LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. N0. 1000 40 0 20 40 60 160 9o-INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 141 10 CONSTRUCT GUTTER DEPRESSION, CASE C, PER RIVERSIDE STD. NO. 311 GRAPHIC SCALE(IN FEET) p =p p �� NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: Et t �2 a'stack/.4Gt'k/zvr.�4DJ•7ZPeel4a -I3-oa CERTIFICATION: ` °"q� CITY OF LAKE ELSINORE g °�� pH HqR Fy 2 01 z;.s o`' r��y - - TRACT NO. 30492 ,30492-1 & 4 SHEET: (y nI oe�j oQ�t 1�� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE c; � F CIVIL ENGINEERING n�003 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY c 0.29242 A LAND PLANNING STREET & STORM DRAIN OF: 1 1 O O O 4 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING IMPROVEMENT PLANS 4esd 5 * enerr 3-31-2007 * 1181 CAUFORNIAAVE. •STE.102•CORONA,CALIFORNIA92881 n4 88 6 RAYMO Of0 DONNELL, 49 --/ ``2'DAIE rT CIVI 909)2804 44 FAX(909)280-4150 CLEAR WATER DRIVE FILE NO. TWO RWORKING E YOU DIG 7 9T1 F CA41F��P � � RCE 29242 03-31-TE FROM 10+00.00 TO 15+60.34 B. JO SEP ARTGE LICENSE NO. EXP. DATE W.O. FOR: F.B. Nm■■■■■■■ ■n■•■■ ■■ ■ ■ ■■ ■ ■■■■ ■■■ ■■■ ■m■ _ ® .�1.' e■■ mm■ ■ ■. ■■ ■ ■a■ n ■■ mmm . Vi ■■■ : ME■■®■■M■�n/iiOeW M■■ 11 . 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