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Home My WebLink About05-120-2GENERAL NOTES - FOR CONSTRUCTION UNDR THE JURISDICTION OF RIVERSIDE COUNTY 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT –OF –WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND /OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (909) 955 -6885 FOR PARCEL MAPS AND TRACT MAPS. J. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 8. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTFULLY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 9. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 10. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 11c. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS /DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. 1 1b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE N0l WITH A VALID WDID NUMBER. 12. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON THE ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 13. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND / OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. f DIAL. TWO WORKING BEFORE ,; \ DAYS BEFORE YOU DIG N YOU DIG TOLL FREE 1- 800 -227 -2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTICE TO CONTRACTOR: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. • THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. SEAL - COUNTY QROFESS A. OT cn NO. 33950 r I EXP. 6/30/06 M l 9lF OtVI_ o LO B" rn 2% ? 2 _ 10.47. - 4' 4' SIDEWALK SECTION CL RIW RIW I MPS. PER L. S. 66' ARCHITECTS PLANS i 015' i 0.0' -0.16' VARIES 290 VARIES 2:1 MAX. Y 2 -- -' _ .1 MAX. 3' UTILITY \ HIKING / BIKING TRAIL EASEMENT PALOMAR STREET N. T. S. RIW ( UNION ST ONLY (UNION ST. ONLY) CITY OF LAKE ELSINORE COUNTY OF RIVERSIDE IMPS. PER L.S. R / W IMPS. PER L. S. ARCHITECTS PLANS 60' ARCHITECTS PLANS 10' i 20' 20' 10' N, VARIES 0. C-3, 0.0' -0.06' VARIES 2 % _ __ 29 2:1 MAX. 2.1 MAX. / . e = -- ° • \ 3 UTILITY \ EASEMENT OLD COACH ROAD ONLY OLD COACH ROAD, CREST WOOD DRIVE, PARK (WOOD DRIVE, BERRYWOOD DRIVE ROSEWOOD DRIVE, RACQUET CLUB WAY, UNION STREET, WILSON, TRINITY, ANACAPA, SANTA CRUZ, SAN JOSE, DONNER, SHERWOOD AND SILVERWOOD N. T. S. RIW RIW IMPS. PER L. S. R/V 66' ARCHITECTS PLANS 8' 25' 25' 8' p'Y RATE 0.0' -016' VARIES PER PRECISE _ t2% _ 2:1 MAX. GRADING PLAN ____ - - -- _ - — \ L- - - - -- EXISTING I " .,"PS. 3' UTILITY \ PER TR. 24215 EASEMENT SI\ YLARIx DRIVE / SOUTH OF PALOI BAR STREET N. T. S. MODIFIED RCTD STD. N0. 207 DRIVEWAY DETAIL N. T. S. URB --J RIW " C" o CL iz: MAly RATE 2% ? 8.33% 2% PER PRECISE GRADING PLAN 6' 4' SIDEWALK SECTION "C "- "C" MODIFIED RCTD STD. N0. 207 DRIVEWAY DETAIL_ COUNTY OF RIVERSIDE REVISIONS: SEAL- LNGINEER TRANSPORTATION DEPARTMENT Q pFESSJOti APPROVED BY: A Mq oq Zi /at/ 10 i No. 59089 mKHALE[` A. 0 eM A R.C.E. 33950 EXP.. 6/30/06 DATE 1 o lit Exp. 06/30/07 -0 MARK DESCRIPTION BY APPR. DATE A4Tr-/ DES IGNED BY: DRAWN BY: TF civic FOFCA \ RECOMMENDED BY WIL AN CHECKED BY: PROJECT MANAGER: N. T. S. RETAINING ALL BY SEPARATE PER,411 T BLDG. PAD IMPS. PER L.S. ARCHITECTS PLANS Rlw N CITY OF LAKE fLSINORE COUNTY OF RIVERSIDE I - - - - - -- CORYDON STREET N.T.S. 2' MIN. OR 1' M,'N AS DIRECTED SAS' CUT & REMOVE COLDPLA, "EEX. A.C. OVERLAY EXIST. PAVEMENT— PAVEMENT TO 0.10' MI1N. DEPTH FEATHER OVERLAY TO EXIST. EDGE MATCH EXIST. OF PAVEMENT ? - PAVEMENT E' PAV- I ENT _ EXIST r rn LO SA WCUT, REMOVE a OVERLA Y (j DETAIL 8 N.T. 8S. ° o z MS39801 IP NO. 040095 (R.C.T.D. IMPS. ONLY) - SEE SHTS. 1, 2, 8, 18, 19,20 AND 21. 00 PREPARED BY: PREPARED BY: A L-; : . ^ cr- ASSOCIATES - P.. . HUI SARER & ry ? T FLAN m 4 IN EDWARD MANDICH R.C.E. 59089 EXP. 6/30/07 DATE I R V I N E , I N C . ., OF F- 3 I PLANNING a ENGINEERING ® SURVEYING ' ``` cr Three Hughes Irvine, CA 92518 PH (949) 583 -10'10 FY, (949) 583 -0759 21 o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 7 r ' _ ' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR _ ,,- SHEETS I SCALE: 1"=40' PREPARED FOR: >B HOME `t CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. VJ.O. FOR: F.B. FILE N0. '` p12235ELCAMINOREAL, SUITE 100 N SAN DIEGO, CA 92130 -2006 2399 -30846 K.B.HOME '_ M-- - DATE: JAN. 2004 KEN S =UMALO CITY ENGI "LEER RCE # 56915 DATE (858) 509 -2000 F:\ 0021\ Engineering \TR -- 30846 \Imp_Street \ST_ -,htO2.dwg B' e n Gi V W z W QL cr- z 0 C " o Q Q- r ^ R /V' r Lij CL cn oo URB --J RIW " C" o CL iz: MAly RATE 2% ? 8.33% 2% PER PRECISE GRADING PLAN 6' 4' SIDEWALK SECTION "C "- "C" MODIFIED RCTD STD. N0. 207 DRIVEWAY DETAIL_ COUNTY OF RIVERSIDE REVISIONS: SEAL- LNGINEER TRANSPORTATION DEPARTMENT Q pFESSJOti APPROVED BY: A Mq oq Zi /at/ 10 i No. 59089 mKHALE[` A. 0 eM A R.C.E. 33950 EXP.. 6/30/06 DATE 1 o lit Exp. 06/30/07 -0 MARK DESCRIPTION BY APPR. DATE A4Tr-/ DES IGNED BY: DRAWN BY: TF civic FOFCA \ RECOMMENDED BY WIL AN CHECKED BY: PROJECT MANAGER: N. T. S. RETAINING ALL BY SEPARATE PER,411 T BLDG. PAD IMPS. PER L.S. ARCHITECTS PLANS Rlw N CITY OF LAKE fLSINORE COUNTY OF RIVERSIDE I - - - - - -- CORYDON STREET N.T.S. 2' MIN. OR 1' M,'N AS DIRECTED SAS' CUT & REMOVE COLDPLA, "E EX. A.C. OVERLAY EXIST. PAVEMENT— PAVEMENT TO 0.10' MI 1N. DEPTH FEATHER OVERLAY TO EXIST. EDGE MATCH EXIST. OF PAVEMENT ? - PAVEMENT E' PAV- I ENT _ EXIST r rn LO SA WCUT, REMOVE a OVERLA Y (j DETAIL 8 N.T. 8S. ° o z MS39801 IP NO. 040095 (R.C.T.D. IMPS. ONLY) - SEE SHTS. 1, 2, 8, 18, 19,20 AND 21. 00 PREPARED BY: PREPARED BY: A L-; : . ^ cr- ASSOCIATES - P.. . HUI SARER & ry ? T FLAN m 4 IN EDWARD MANDICH R.C.E. 59089 EXP. 6/30/07 DATE I R V I N E , I N C . ., OF F- 3 I PLANNING a ENGINEERING ® SURVEYING ' ``` cr Three Hughes Irvine, CA 92518 PH (949) 583 -10'10 FY, (949) 583 -0759 21 o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 7 r ' _ ' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR _ ,,- SHEETS I SCALE: 1"=40' PREPARED FOR: >B HOME `t CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. VJ.O. FOR: F.B. FILE N0. '` p12235ELCAMINOREAL, SUITE 100 N SAN DIEGO, CA 92130 -2006 2399 -30846 K.B.HOME '_ M-- - DATE: JAN. 2004 KEN S =UMALO CITY ENGI "LEER RCE # 56915 DATE (858) 509 -2000 F:\ 0021\ Engineering \TR -- 30846 \Imp_Street \ST_ -,htO2.dwg B' e n Gi