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S!11110 GENERAL NOTES CIT AIL OF ]LAKE EILSINORE 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY �o \ PIPES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE I 1 RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT ,. 74 CONSTITUTE REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, TRACT N O . 3 O 4 9 3 - 1 2 & 3 Gi NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR 5 � � I 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 LOCATION STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING CANYON HILLS THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR CANYON NEWPOR RD AT HIS EXPENSE TO THE SATISFACTION OF THE GOVERNMENTAL AGENCY. 15 HILLS R a 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARDSPECIFICATI STREET IMPROVEMENT PLANS 15 COUNTY OFO RIVERSIDE.NS FOR UBIITTCIS THE CONTRACTOR WORKS, (LATEST S RESPONSIBILITYDTODBERFAMILIAR WITH AWINGS OF E RD PO THESE STANDARDS AND CODES AT ALL TIMES. ENGINEER .° 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR SOILS RD SCOTT RD OTTONWOOD FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT PACIFIC SOILS ENGINEERING, INC. BUNDY CYN. RD (909)-674-3124, EXT. 247, BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONDAY 7715 CONVOY COURT THROUGH THURSDAY. �� SAN DIEGO, CALIFORNIA 92111 1 e q TELEPHONE: (858) 560-1713 p CLINTON KEITH RD I ,� 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS � 273 z72 2e0 YI � TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY 274 271 259 g THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE ,� 2e1 I ,, 27 OWNE DEVELOPER WORK STOPPAGE. 275 Q• z7a J� 25e N T62 p a2e 227 PARDEE HOMES 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY 216 2s7 ria z25 10880 WILSHIRE BLVD., SURE 1900 RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 293 B_LO _ u� LOS ANGELES, CALIFORNIA 90024 INVOLVED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING WORK.THE CONTRACTOR 16e "- _�FD� - -. 223 TELEPHONE: (310) 475-3525 SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST (48) HOURS PRIOR TO to V 267 255 233 2}4 285 2j6 -\ 22z 22t BEGINNING WORK. 2 265 a 2 38 2}9\ 220 3 240 219 ne BENCH MARK: 25} 3— 6. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO HAVE A RESPONSIBLE ELEVATION: 1400.B73 THOMAS BROS.MAP PG.28,GRID D4. 392 tea � - REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. zet 2sz 2st zso zw zw za 2w 2u 244 z4} 24z / DATE., 1970 RIVERSIDE COUNTY DESIGNA710N: E-14-70 VICINITY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK J9t 2e2263 - - --- ------241 ' �' 3oJ 305 INTERSECTION OF MILESRAILR NOAD RTHEAST ANYON ALONG ROAD ARALND�H CANYON ROAD12R2 M HE •ICINI NOT T Y MAP AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE SUBDIVIDER MUST O SCALE 383 254 --_— -1- j Sao NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE AT LEAST FORTY-EIGHT - (48) HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. �7 /. 352 gas 256 2e7 Zee 2e9 290 zst nz . 2es . 29, T99 I r 1853732E, 1.0 FEET 294 NORTHEAST OF A MARKER POST, A BRASS DISK SET IN 3eB ,y, THE TOP OF CONCRETE POST E-14-70. 381 B. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE - 4 3ee 379 J78 377 776 315�11���.73�372�377 J70 369 36e J67 J66 JBS J84 363 Ssz Set Jeo J59 Sse 357 Sw STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, ��`- y T 4 7 4 3 5 ! CT 3%49 -6 BASIS OF BEARING: GAS AND DRAINAGE FACILITIES. iw „J Df__. TYA ___—_ DEEFtCRA55- THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER wao 5 12 M ti -� - — GRID BEARING BETWEEN N.C.S. STATION '1VILDOMAR'AND N.G.S. STATION ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES U 16 n q w h 55 56 �" -ME77-. I.E. N06'21'371E THE COMBINED SCALE FACTOR AT CP 2015 SHOWN ARE FOR BONDING PURPOSES ONLY. 1J N 27 b u sl p N n et e6 IS 0.919989774 AS SHOWN ON TRACT MAP 29568, M.B. 29911-5. GRID - GROUND x COMBINED SCALE FACTOR 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND z3 ze K s, e7 ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE a 15 n ,6 �j 5z 5e n 7e 7s x 73 72 n 66 NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL ¢ I t pll BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL I �u 7 16 8 3a 37 w st eo — 'U' 'U0 INDEX OF SHEETS PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. I 2 3� 21 RT y St - 47 w SHEET 1 TITLE SHEET WITH VICINITY MAP R/W R/W 3 e 17 50 91 ��-� I 56' I 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL 16 Za '� w 49 62 63 64 65 86 eI SHEET 2 THRU 9 STREET PLANS BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES I e w 33 J4 87 ea 69 et 93 94 e i i ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE 10' 18' C.L. 18, 10' ACCEPTANCE IS GRANTED. 5' 5' 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE - IRACI 3Q493 � 2•� t I STREET LIGHT STREET LIGHT WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE —— --- -- CANYON-�fLjS—�tOAp- - ---_-- z ? g CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, �— —_ T1 2% 2% - REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH 2.5 R/W 7.25' R/W 1 AN APPROVED SET OF IMPROVEMENT PLANS. 10' 10' 5� 3 3 1 5 5 5' ' 6' SEE DETAIL A SEE DETAIL A NOTE: MC250 TACK COAT TO BE USED ON ALL STREETS WITH GRADES GREATER THAN 10% INDEX MAP WALK I SIDEWALK I TC ELEV.-C.L. TC ELEV.=C.L. 2.5' ELEV.+0.02' ELEV.+0.02' ENGINEER'S NOTICE SCALE, 1--200• CURB h GUTTER CURB & GUTTER 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE I I TYPICAL STREET SECTION for RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, LUPINE COURT& AURORA COURT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THIS REQUIREMENT SHALL ': N.T.S. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER SIDEWALK ADJACENT TO R/W SIDEWALK ADJACENT TO CURB HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH ST. LT. LOCATION PER COUNTY I \ THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING OF RIVERSIDE STD. NO. 1000 /I FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. R/W R/W DETAIL B 60' 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON µ TYPICAL STREET LIGHT LOCATION 1 PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT I 1 THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS NO SCALE 10 20' C.L 20 10 HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR 1 5 5 i STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE X 2 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT CONSTRUCTION NOTES and QUANTITY ESTIMATE FOR BONDING PURPOSES ONLY T� 2% 2X THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. IT NO. DESCRIPTION QUANTITY UNIT TRACT 30493-1 TRACT 30493-2 TRACT 30493-3 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL Ur7LMES OR STRUCTURES CONCERNED BEFORE STARTING WORK. STREET IMPROVEMENT SEE DETAIL A� 1 !3 3 1 SEE DETAIL A 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR 1 CONSTRUCT 6-CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 9.695 LF 2.082 LF 4.407 LF 3,206 LF TC ELEV.-C.L. TC ELEV. C.L. LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES 2 CONSTRUCT CROSS CUTTER PER COUNTY OF RIVERSIDE STD. N0. 209 AND 209A 5,180 SF 826 SF 3,534 SF 820 SF ELEV.-0.02' ELEV.-0.02' [ I TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 3 CONSTRUCT A.C. OVER AB. PER SOILS ENGINEER RECOMYENDATION%3-AC. OVER 6-AB. 194,300 SF 43,310 SF 85,080 SF 65,920 SF TYPICAL STREET SECTION for 4a 4 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 18 EA 4 EA 8 EA 6 EA _ 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY CANYON RIM ROAD, HICKORY LANE, BAJA COURT, TORREY PINES COURT, CONTRACTORS SPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO 5 (CONSTRUCT SIDEWALK PER LOCATION AND WIDTH PER tPfs OF RIVERSIDE STD. N0. 401 55,440 SF 11,880 SF 25,580 SF 17,980 SF TRAILSIDE DRIVE, BLOSSOMS DRIVE, DERRGRASS WAY, BIDDING FOR CONSTRUCTION. SWEET ACACIA COURT & PARKVIEW LANE 6 INSTALL BLUE REFLECTIVE MARKER ADJACENT TO F.H. AS REQUIRED BY THE FIRE DEPARTMENT 19 EA 4 EA 9 EA 6 EA N.T.S. 7 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207 127 EA .26 EA 57 EA 44 EA �y PRIVATE ENGINEER'S NOTE TO CONTRACTOR 8 INSTALL RESIDENTIAL LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 28 EA 7 EA 13 EA 8 EA R/W R/W THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR (LOCATION PER DETAIL B SHT. 1) AEWALK cn STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. N0. 816 9 EA 2 FA 4 EA 3 EAAVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO 10 CONSTRUCT GUTTER DEPRESSION, CASE PER PLAN , PER RIVERSIDE STD. NO. 311 9 EA 3 EA 5 EA 1 EA TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON 11 CONSTRUCT MODIFlED CURB OURET CURB OPENING=3 PER COUNTY OF RIVERSIDE STD.N0.308 2 EA 1 EA 0 EA 1 EA IS ADJACENT TO THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND R WHEN IN FRONT OF LOT SIDEWALK N ADJACENT TO RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 12 CONSTRUCT BARRICADE PER COUNTY OF RIVERSIDE STD.-NO. 810 160 LF 0 EA 40 EA 120 EA CURB WHEN ALONG SIDE OF LOT SHOWN ON THESE DRAWINGS. 13 REMOVE BARRICADE 80 LF aD EA 40 EA 0 EA DETAIL A NTS WDID #833C300693 UNCERRiallm @L51IS[11l16:715 NO. DATE REVISIONS APPROVED BY DATE CITY SEAL -9ROFESSLO PREPARED BY 1 CERTIFICATION: o "q< ; ., CITY OF LAKE ELSINORE ' Q� P H HA p SHEET: °5�� r, CIVIL ENGINEERING TRACT NO. 30493-1 , 2 & 3 �a�� THESE PLANS H4VE BEEN REVIEWED FOR COMPLWJCE N1TH THE � � („ I FUM3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY Na.zszaz A LAND PLANNING STREET IMPROVEMENT PLANS OF, 9 4 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING 5 • mew 3-31-2007 • 1181 CALIFORNIA AVE. •STE.102•CORONA,CALIFORNIA 92881 ll ,_.� or-44 s \P Leoelzep4l FAX TITLE SHEET FILE NO. I IF TWO WORKING DAYS 6 R�ENT�U�U. M.G.L. lglf, CIVIL OSyC� �r}L�6R RCE 292429.�/B�I BEFORE YOU DIG 7 OF CALIF JOE P HART LICENSE NO. DATE W.O. FOR: