Loading...
912d_sppCUBIC YARDS OF CUT 2500 . CUBIC YARDS OF FILL,5 NOTE: THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS VOLUMES AND DO NOT INCLUDE THE EFFECTS OF OVEREXCAVATION, RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT TO FIELD CONDITIONS. THE RECOMMENDATIONS OF A SOILS ENGINEER SHOULD BE APPLIED TO THESE QUANTITIES. THE CONTRACTOR IS ADVISED TO PREPARE HIS OWN ESTIMATES FOR THE PURPOSES OF HIS BIDDING. NERAL NOT 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 THE 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. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (909) 275-6790. 3. 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. 4. 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. 5. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 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 TRAVELLING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 7. ALL STREET SECTIONS ARE TENTATfiVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE REQUIRED. 8. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 9. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. NO STREET TREEES WITH PUBLIC RIGHT OF WAY 10. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 11. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 12. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS* DATED JUNE 1990. 13. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 14. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. 15. CONSTRUCTION WITHIN THE PROPOSED DRAINAGE EASEMENT SOUTH OF MITCHELL ROAD SHALL NOT BEGIN UNTIL THE EASEMENT HAS BEEN OBTAINED BY HEMET UNIFIED SCHOOL DISTRICT. 16. THE HEMET UNIFIED SCHOOL DISTRICT WILL MAINTAIN THE STORM DRAIN INCLUDING THE REACH UNDER MITCHELL ROAD AND THE DRAINAGE EASEMENT SOUTH OF MITCHELL ROAD. PROPERTY INFORMATION SEB; HEMET UNIFIED SCHOOL DISTRICT 2350 LATFAM AVENUE HEMET, CA 92545 PHONE: (909) 765-5100 PARCELS 3 & 4 AS SHOWN ON PARCEL MAP 20,611 FILED IN BOOK 129 AT PAGES 28 O 29 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. DP% OF BEARING THE BEARINGS FOR THIS PLAN ARE BASED ON THE CENTERLINE OF MITCHELL ROAD AS SHOWN ON P.M. 129/28 do 29. BASIS OF BEARING - N 89'59'20x' E Underground Service Alert COUNTY OF RIVERSIDE STATE OF CA L IFORNIA V­*"0(0WEHEH1r pLLaG�] M/TCHELL ROAD VOILKA AN C", } L V < {� S� V I �' �I I CC/lf' Qs80 cFS----, I AA7G'JSELL. 0" CURB MAX 2% MAX ITCHEII R(%An -'- 11 R=6' N HINGE LINE --Cr CURB TRANSITION CURB Ir CURB & GUTTER / AS SHOWN ON PLAN 6" THICK CLASS " B" PCC WITH 6" x6" 10 GA REINF. :all: TOLL FREE SPECIAL NOTE PiE1-800 PROPOSED S7 CW sD AIN S � ALL ENGINEER UnCS aF n+7�D ,AT£ LEAST 48 HOURS PRIM TO POTJ�,OLEING, BY 1N£ CONTRACTOR SO TMT A 422-4133 sURkEY CREW CAN BIE ON-SITE TO I+ERYfY ELE ATI4?NS OF ALL EX/STING UTILITIES IF ANY CONf7-IC75 ARE fOUND, TH£ CON7R4C7 R M4 1-14W TO RIELOGAT£ THE C1CWf7_IC77AG ZMLITY TO CLEAR THE PROPOSED STORM DRAIN. TWO WORKING DAYS BEFORE YOU DIG PRIVATE ENGINEER'S RECOMMENDED FOR NOTICE TO CONTRAPPROVALACTOR 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 SHILL DEFEND, INDEMNIFY AND HOLD DATE: 8 3 THE OWNER AND THE ENGINEER HARMLESS FAN ROM Y AND ALL LIABILITY, REAL OR CHECKED BY: ALLEDGED, IN CONNECTION WITH THE E OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGNEER. DATE: SEAL COUNTY SEAL O ��pf ESS/�'F4. E. ,E�!4CCjt� Ifo W Ne. =58 * Em. 3/31 /aa CIVIOF C L �! 10" CURB---'.' x R=12' FLOW LINE DETAIL 1 DRIVEWAY AND HC RAMP (NO SCALE) Revisions: No. Date: Bv: 1" LIP Designed: R.P. Drawn: R.P. C)"Ci10 NO. DESCRIPTION QUANTITY 0 REMOVE EXISTING AC PAVING /7//f7//7t' `, .r` � 540 S.F. O3 r� 85 S.F. ® CONSTRUCT TYPE A-8 CURB PER COUNTY STD. 201 748 L.F. O { 1980 S.F. - © CONSTRUCT 6' PCC SIDEWALK PER COUNTY STDS. 400 do 401 5510 S.F. O7 CONSTRUCT CURB OUTLET DRAIN PER COUNTY STD. 306. 5 EA. ® PLACE MIN. 0.36' AC PAVING (43272 SF) OVER 1170 TONS Prepared B y : MIN. 0.50' CLASS 11 AGGREGATE BASE (43692 SF) 810 C.Y. G FOG SEAL OVERALL O 0.05 GAL/SQ.YD. 80 GAL � /� FINAL SECTION M BE DETERM NM BY SONS ENGINEER :J 9O e .� :i 4140 S.F. 10 SAW CUT EXISTING A.C. PAVING sVWs0� t �M•'N • N c�� S Oct N ct�'n a-0 ROAD f r • Z/11 1 110 INDEX MAP 0 v SCALE: 1' = 200' 'r' R/W .. , 12' ' 4' MIN I I VARIES 2X -0.27% TO 3.20% i I -XIS-ING CURB, ;.9U7FR AND SIDEWALK. s Q,.. -56.6 CFS On -37.7 CFS I F LEGEND -� DIRECTION OF FLOW --o STREET LIGHT • THERE ARE NO STREET TREES PLANNED IN THE RIGHT OF WAY. THEY ARE CONFINED TO SITE. 30, R/W 1' BETWEEN STA 17+67.00 AND STA 21+77.00 TYPICAL SECTION MITCHELL ROAD NOT TO SCALE STA. 12+50.00 TO STA. 24+08.29 RIVERSIDE COUNTY STD. NO 102 PRELIMINARY "R" VALUE = 58 T.I. = 7.5 CONSTRUCTION NOTES & OPINION OF QUANTITIES NO. DESCRIPTION QUANTITY 0 REMOVE EXISTING AC PAVING 34228 S.F. O REMOVE EXISTING CONCRETE CROSS GUTIIER 540 S.F. O3 SAW -CUT AND REMOVE EXIST. CONCRETE CURB, GUTTER do SIDEWALK 85 S.F. ® CONSTRUCT TYPE A-8 CURB PER COUNTY STD. 201 748 L.F. O CONSTRUCT DWY do HC RAMP PER DETAIL 1, SHEET 1 OF 3 1980 S.F. - © CONSTRUCT 6' PCC SIDEWALK PER COUNTY STDS. 400 do 401 5510 S.F. O7 CONSTRUCT CURB OUTLET DRAIN PER COUNTY STD. 306. 5 EA. ® PLACE MIN. 0.36' AC PAVING (43272 SF) OVER 1170 TONS Prepared B y : MIN. 0.50' CLASS 11 AGGREGATE BASE (43692 SF) 810 C.Y. MISCELLANEOUS PROJECT. N0. MS 3702 FOG SEAL OVERALL O 0.05 GAL/SQ.YD. 80 GAL � /� FINAL SECTION M BE DETERM NM BY SONS ENGINEER COUNTY OF RIVERSIDE 9O OVERLAY EXISTING A.C. PAVING (MIN. 0.10' THICKNESS) AS SHOWN 4140 S.F. 10 SAW CUT EXISTING A.C. PAVING sVWs0� t �M•'N • 600 LF. 11 CONSTRUCT 10 ' WIDE CROSS GUTTER PER DETAIL, ON SHT. 2 OF 3 560 S.F. 12 INSTALL CLASS 1, TYPE F POST MOUNTED GUIDE MARKERS, 20'0/C 5 EA. 1© INSTALL 120 VOLT, 135 WATT LP.S.U., 22,500 LUMEN 3 Ek OF SHEETS STREET LIGHT PER RN. CO. STD. NO. 1001. 15 CONSTRUCT BAFFLED OUTLET PER DETAIL "3" AS SHOWN ON 39 C.Y. DATE � 1s 9� SHT. 3 OF 3 NOTED BOAT SPIKE IN W. FACE OF POWER POLE ' N C:L?- 16 INSTALL "HEADWALL FENCE" PER RNERSIDE COUNTY FLOOD CONTROL 65 LF. STD. DWG. NO. M801 (6' HIGH) 1Q CONSTRUCT EXTRA DEPTH MANHOLE PER R.C.F.C. do W.C.D. 1 Ek & 29' E. OF C.L. OF BOHLEN ROAD. Date: FEB ,97 ELEV. = 100.37 (PER P.P. W4 -F) STD. DWG. NO. MH252. 18 INSTALL 1/4 TON RIP -RAP, 30" THICK (MINIMUM) 3600 S.F. 19 RELOCATE EXISTING UTILITY (COORDMNATE W/APPROPR4ITE UTILITY CO.) 1 EA. INSTALL 66" R.C.P., D-2000, PER RN. CO. F.C. do W.C.D. SPECS. 68 LF. 21 CONSTRUCT 6" A.C. DIKE PER COUNTY STD. DWG. 212 50 LF. T. 7S. R. 3E. SEC. 10 S.B.M. 7� -o a: RIVERSIDE in Volkman Road C 0 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING Mitchell Road N Banton way a: ACCURACY OF f Y DISCREPANCIES State Highway 371 THE Cahuilla Rood VICINITY MAP SOLUTION NOT TO SCALE "NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND A GRADING PERMIT HAS BEEN ISSUED." 9/2-D RIVERSIDE COUNTY NOTICE TO PRIVATE ENGINEER THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. Prepared B y : • CML/STRUCTURAL ENGINEERS MISCELLANEOUS PROJECT. N0. MS 3702 sheet No. � /� 6/�Ie►� � •MUNICIPAL CONSULTANTS SURVEYMApproved: /GPS/GEOMATICS COUNTY OF RIVERSIDE . D ate: J?ZZ-.f REGISTERED CIVIL ENGINEER "°. 26,59FA REGISTRATION EXPIRES: 3/31/9a -LAND PLANNERS 151 South Girard STREET IMPROVEMENT PLAN 1 Street • Hemet, Ca 92544 • (909) 652-4454 FAX >i09 766-x942 3 E-MAIL cozod0vic not • UmMew�nc.net OF SHEETS Approved By: Scale: Bench Mark: MITCHELL ROAD DATE � 1s 9� OL 61AS ED A. OT FOR TRANSPORTATION NOTED BOAT SPIKE IN W. FACE OF POWER POLE ' N C:L?- TITLE SHEET FILE NO. MAEELL DAF 9400902 Chocked: KBC R.C.E. NO. 33950 T. OF RIVERSIDE COUNTY, CA EXP. DATE 6/30/88 & 29' E. OF C.L. OF BOHLEN ROAD. Date: FEB ,97 ELEV. = 100.37 (PER P.P. W4 -F) Dwg. Info: plot date: 06/16/97 File name: C:/CML,/9400902/C-09.DWG 9/2-D - - - - - - - -- - -- •JP�. ► r 40TE TO CONTRA"" - - - - - - - -- - -- •JP�. 412 .. E