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967hh_sppGENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER 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/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955-6885. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1220, 1221 AND 1222. 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. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. IF CONSTRUCTION CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING CENTERLINE OF RIGHT-OF-WAY. PRIOR TO ROAD CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY SURVEYOR PURSUANT TO SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE. SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A SECOND CORNER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS. 6. 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. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 207A, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR 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 TO THE PERMITS SECTION OR INSPECTION SECTION (FOR MAP CASES) PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. 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 RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON .ALL GRADES IN EXCESS OF TEN PERCENT. 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES (SEE SEPARATE LANDSCAPE PLANS). 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 14, 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. 15. 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 COMPREHENSIVE LANDSCAPING GUIDELINES DATED OCTOBER 2009. 16. 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. 17. a. CONSTRUCTION PROJECTS 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), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE N01 WITH A VALID WDID NUMBER. 18. 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 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. 19. 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. 20. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO APPLY TO RIVERSIDE COUNTY FLOOD CONTROL (RCFC) FOR PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO BE CONNECTED WITH A RCFC FACILITY AND ADD PERMIT #-------- ON THE PLAN. 21. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY AND OR CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THEIR RIGHT-OF-WAY. 22. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. BASIS OF BEARINGS THE BASIS OF BEARING IS GRID NORTH, CALIFORNIA STATE PLANE COORDINATES, NAD83, ZONE VI, ESTABLISHED FROM NGS STATIONS "BELL" & "AHMT RYAN", EPOC 1991.35 BENCHMARK NGS DESIGNATION: NEWPO 2 NGS PID: DX5632 SURVEY DISK MARKED MWDSC, SET IN A RETAINING WALL OR CONCRETE LEDGE. FROM HIGHWAY 79 AND SIMPSON ROAD, SOUTH ON HIGHWAY 79 1.5 MILES (2.4 KM) TO NEWPORT ROAD, EAST ON NEWPORT ROAD 0.5 MILES (0.8 KM) TO SAN DIEGO CANAL, IN TOP OF THE SOUTHEAST WINGWALL OF SOUTH OUTLET CANAL SIPHON STRUCTURE, 25.5 FEET (7.8 M) FROM EAST END OF HEADWALL. ELEVATION=1496.19 (NAVD88) STREET IMPROVEMENT PLANS FOR LEON ROAD / DOMENIGONI PARKWAY IN THE COUNTY OF RIVERSIDE, CALIFORNIA MS 3961 FOR TRACT 31892 - - - --'- _- N I CB #1 0110=3.5 CFS Q100=5.&, CFS CB #2 010=3J CFS Q100=5.8 CFS CB #3 Q10=3.5 CFS, Q100=5.6 CFS #4 Q10=-3.7 CFS Q100=5.8 CFS ,6" RCP Q10=124.9 CFS, Q100=199.0 C "S Ln Q t w DX Al M 'il C 9 0A a r ( 0 - - �Q M ` ~ W 1 W ° � 2 d. - . yr n©. (o ell A l ` O N 66" RCP Q10=108.5 CFS Q100=173.8 CFS f� 36" RCP Q BYPASS = 59.11 CFS CB #5 010=3.4 CFS, 0100=5.7 CFS a x wt INDEX MAP w 1 " = 200' 1"=200' 200 100 0 200 400 600 ENGINEER OF RECORD NOTE NOTICE TO CONTRACTORS WEBB ASSOCIATES WAS RETAINED AS THE ENGINEER OF RECORD FOR THE DEVELOPMENT AND PROCESSING OF THESE PLANS FOR CONSTRUCTION PURPOSES. SAID PLANS HAVE BEEN REVIEWED AND APPROVED BY THE LOCAL GOVERNING AGENCY TO BE CONSTRUCTIBLE BASED ON LOCAL INDUSTRY STANDARDS. THIS DOES NOT MEAN, HOWEVER, THAT EVERY HORIZONTAL DIMENSION OR VERTICAL ELEVATION NECESSARY FOR CONSTRUCTION IS DELINEATED ON SAID DRAWINGS. ANY PART OF THESE DRAWINGS THAT IS TO BE USED IN STAKING THE PROPERTY HAS BEEN PREPARED BY WEBB WITH THE EXPECTATION AND ASSUMPTION THAT ANY STAKING, WHETHER BY WEBB, OWNER OR A THIRD PARTY, WILL BE PERFORMED UNDER THE SUPERVISION AND CONTROL OF A LICENSED LAND SURVEYOR AND WILL INCLUDE ON-SITE INTERPRETATION, VERIFICATION, CROSS-CHECKING AND FIELD CORRECTIONS OF PLANS, DRAWINGS, SURVEY INFORMATION AND ELECTRONIC DATA AT THE TIME OF ACTUAL STAKING OF THE PROPERTY PRIOR TO CONSTRUCTION. UNDERGROUND UTILITIES NOTE ALL UNDERGROUND STRUCTURES OR UTILITIES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD THE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION. NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. O F- ci w Q C) H C) U W Q > ry On rz � Z Q Q SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 E TO CITY OF MORENO VALLEY TO CITY OF LAKE ELSINORE TITLE SHEET UNIT STREET SECTIONS & DETAILS PLAN & PROFILE - LEON RD. PLAN & PROFILE - LEON RD. PLAN & PROFILE - LEON RD. 15 CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE PLANS, MAJOR ITEMS TO BE REMOVED HAVE BEEN NOTED ON THESE PLANS, HOWEVER THE CONTRACTOR IS TO WALK THE SITE FOR VERIFICATION OF ADDITIONAL SURFACE FEATURES REQUIRING REMOVAL. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL OBJECTS AND MATERIALS (AC, CONCRETE, TREES, BUSHES, FENCING, ETC.) THAT ARE IN CONFLICT WITH THE NEW PROPOSED IMPROVEMENTS WHETHER CALLE-OUT OR NOT ON THE PLANS AND DISPOSE OF LEGALLY. CONTRACTOR IS TO BACKFILL ACCORDINGLY AND LEAVE SITE IN A RELATIVELY LEVEL CONDITION. NOTICE TO CONTRACTORS IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES OF ANY PROPOSED MODIFICATIONS FOR RELOCATIONS BEING MADE TO THEIR FACILITIES. METHODS FOR MODIFICATIONS AND RELOCATIONS SHOULD BE DISCUSSED WITH THE UTILITY INSPECTOR PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND ELEVATION OF THE EXISTING FACILITIES PRIOR TO THE START OF ANY CONSTRUCTION. 1 GRAND AVE 9�'9tiF TO HIGHWAY 74 & CITY OF HEMET CONSTRUCTION NOTES AND QUANTITY ESTIMATE* QUANTITY UNIT PHONE: 4,444 (AC) TONS O W 2,286 (AB) CY (951) 928-6107 ELECTRIC: SIMPSON RD i Q CONSTRUCT TYPE "D" CURB PER RIV. CO. STD. NO. 204 o LF z CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=5') 6,087 w W GAS: EQUESTRIAN TRAIL PER RIV. CO. STD. 405 AND LANDSCAPE W PHONE: Q PLANS (4" MIN. THICK D.G.) 14,830 W o "K OSAWCUT EXISTING AC PAVEMENT & 2' COLDPLANE AND OVERLAY PER JOIN W Lo � DETAIL ON SHEET 2 6O CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. NO. 201 m � m 5 CONSTRUCT AC DIKE PER RIV. CO. STD. NO. 212 OLIVE AVE LF ® REMOVE EXISTING AC PAVEMENT z SF 9O CONSTRUCT CROSS GUTTER PER RIV. CO. STD, NO. 209 1,151 SF 1 p CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. NO. 403, 2 EA CASE A G l PKWY CONSTRUCT BARRICADE PER RIV. CO. STD. NO. 810 110 LF 12 INSTALL IRRIGATION SLEEVES PER LANDSCAPE & IRRIGATION PLANS 244 LF 13OCONSTRUCT MEANDERING SIDEWALK PER COUNTYWIDE DESIGN STANDARDS & 5,469 SF GUIDELINES N AVE CONSTRUCT LANDSCAPE MEDIAN PER RIV. CO. STD. NO. 113 11,970 SF DOMENIGONI PKWY tDENO CONSTRUCT 0.33' AC OVER 0.63 A.B. CL. 11 301 (AB) CY 12,880 SF CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 2 698 LF 17 REMOVE EXISTING POWER POLE BY SCE 14 N 18 RELOCATE EXISTING WATER STRUCTURE 4 EA 19 PROTECT IN PLACE 1 EA OCONSTRUCT 20 MODIFIED CROSSOVER MEDIAN PER RIV. CO. STD. NO. 113A AND 1 EA PROJEC DETAIL ON SHEET 2 21 REMOVE EXISTING CHAINLINK FENCE 1,751 LF SITE u E TO CITY OF MURRIETA S VICINITY MAP 15 NTS 2009 THOMAS BROS. MAP BOOK: PAGE 839, GRID B7 AND C7 TO THE CITY LYING WITHIN THE SE 1/4 OF SECTION 31, OF TEMECULA T. 5S, R. 2W, S.B.B&M., COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. CONSTRUCTION NOTES AND QUANTITY ESTIMATE* QUANTITY UNIT PHONE: 4,444 (AC) TONS O CONSTRUCT 0.50' AC OVER 0.50' A.B. CL. II 2,286 (AB) CY (951) 928-6107 ELECTRIC: 123,450 SF O2 CONSTRUCT TYPE "D" CURB PER RIV. CO. STD. NO. 204 2,595 LF 3O CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 (W=5') 6,087 SF GAS: EQUESTRIAN TRAIL PER RIV. CO. STD. 405 AND LANDSCAPE PHONE: OCONSTRUCT 4 PLANS (4" MIN. THICK D.G.) 14,830 SF OSAWCUT EXISTING AC PAVEMENT & 2' COLDPLANE AND OVERLAY PER JOIN 252 SF DETAIL ON SHEET 2 6O CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. NO. 201 2,412 LF O CONSTRUCT AC DIKE PER RIV. CO. STD. NO. 212 126 LF ® REMOVE EXISTING AC PAVEMENT 70,201 SF 9O CONSTRUCT CROSS GUTTER PER RIV. CO. STD, NO. 209 1,151 SF 1 p CONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. NO. 403, 2 EA CASE A 11 CONSTRUCT BARRICADE PER RIV. CO. STD. NO. 810 110 LF 12 INSTALL IRRIGATION SLEEVES PER LANDSCAPE & IRRIGATION PLANS 244 LF 13OCONSTRUCT MEANDERING SIDEWALK PER COUNTYWIDE DESIGN STANDARDS & 5,469 SF GUIDELINES 14 CONSTRUCT LANDSCAPE MEDIAN PER RIV. CO. STD. NO. 113 11,970 SF 306 (AC) TONS 15 CONSTRUCT 0.33' AC OVER 0.63 A.B. CL. 11 301 (AB) CY 12,880 SF 16 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 2 698 LF 17 REMOVE EXISTING POWER POLE BY SCE 14 EA 18 RELOCATE EXISTING WATER STRUCTURE 4 EA 19 PROTECT IN PLACE 1 EA OCONSTRUCT 20 MODIFIED CROSSOVER MEDIAN PER RIV. CO. STD. NO. 113A AND 1 EA DETAIL ON SHEET 2 21 REMOVE EXISTING CHAINLINK FENCE 1,751 LF *THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES IN DETERMINING BOND AMOUNT AND/OR FEES AND IS NOT TO BE USED FOR BID PURPOSES. UTILITY COMPANIES NOTE: THIS PROJECT IS BONDED AND WILL BE INSPECTED BY COUNTY CONSTRUCTION INSPECTION DIVISION WATER: EASTERN MUNICIPAL WATER DISTRICT PHONE: (951) 928-6107 SEWER: EASTERN MUNICIPAL WATER DISTRICT PHONE: (951) 928-6107 ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY PHONE: (714) 796-9999 TELEPHONE: VERIZON TELEPHONE COMPANY PHONE: (909) 748-6656 GAS: SOUTHERN CALIFORNIA GAS COMPANY PHONE: (909) 335-7955 CABLE: FRONTIER COMMUNICATIONS PHONE: (877) 462-6640 ri m 1� I- __147 LT TC mPVI=1477.33 ....... ...... > ..... . .. .... . . co L� 0 cn => m cn C> 0 0:�UJ U Ll C) C) (.0 �t W L� C) M C) (D V) r- C) C) C) 6� Lo a- - u 0 O r- C) r- . 00 c� 0c) C4 CD r- C) 1 -16 r__ r, (D (D �_ n cD r- C) 0 CD 0 cr ui < * CD Lo C) (D 00 C) - 0 LO C) CD 04 ro 0� n w Ln r- - n C) c) C) umz c� Ln cd + r, 0 C7) lc� q c; C4 0 CD 00 00 00 00 00 .0 0 04 co + r- 00,16 CD 6 +r- m + r, 0) C) r- LO U-) n C) + + + + + r + (D 0 CD CD + CD r- r- + r- Ln to .0) :D + 00 m '-I- CD C14 't �d- C'4 C4 6 cot 00,4_ �-o :� �U�5 �,- :� U-) u CD ,q- Do- 00 - + + r- c,:) .7t 00 CD + 00 00 -0.21% 00 + r- C) + r, rT + m c) -1-20% .70%-0- + 0') C) 0 < C-4 0 ckf C) C) .... .... .. m . . . .......... ------ ----- j 0 2.37% 0 0) 00 c) U) 7, +r, "t, PROPOSED LT. 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PI=1476.80 VC=200 00 00 C) 1.0 (D + Q� Li CD (D TANGENT C) -2.10% o 1843.00 8'07'21 PVI= 1475.69 Clo Ln 00 1846.34 CD (n C) cr L'i CD C) 339.35 1809,00 10-44'53- 170.17 C15 28.27 m :8 00 - INFINITY 'D r--: PROPOSED RT poo 10*44'53" 168.48 C17 346.71 UMZ 10'59'45" q ,d r- TOP OFCURB (D 'It 3'11'17" 48.89 ...... .... ........ ----- - of 0 --- ---- - - 17'24'55" Ui C) z CO 55.56 C) + to 1460 RT ­TC ....... 35.58 C22 54.94 0) r- C) Fn 89-56'07' L0 cr- 0 L29 130.87 00 ,0- 00 46' 06"E L30 56.38 +(D CD < 15' C-� (D m , DESIGN SPEED: 60 MPH U-) -4- w or 00 - CD +r- z CO z of 00 LLI PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=8' to 79 ou 01 82 013 014 00 00 87 00 F 0 X H 0 L L 0 W D R _PROP�66" RCP PER x x p%lNCHf-STER CFD 23' cn -1 SID P N LATERAL 7 LLJ CD 0 r CD o Of C) I�Kcl)ll 1�143 `t LLJ < m of 000 PROP. SCE VAULT LLJ F_ PROP R/W 79+52.47 78.52 L cs ui DROP INLET oo C) [-_QPER TTM 31892 +o z cy) r - W=3', H=10.2' pw EXIST R/W PER INST. 0093979, PHASE 1 ACCESS ROAD-� 00 LLJx 00 00 1472.73 TG + 3 i (D C) Li 04 La DATED FEBUARY 2008 1462.53 INV t cq EXIST, UNDERGROUND TELEPHONE PROP. 24" RCP PER rl- C) 79+55.36 40.74 L x c� 0- rn LINES TO BE RELOCATED 7 + cr WINCHESTER CFD p 7" 17 PROP co SD PLAN, LATERAL 6 79+86.20 LEON ROAD- 16 13 3 17 000 78" RCP PER Cn EXIST. R/W + 0.00 TRAILSIDE L17 HE=R CFD PER INST. 0093979, Ll B 17 SID PLAN, LINE 1-C LU DATED FEBUARY 2008 LANDSCAPiNG 1� w PROP. R/ -W- PROP. 18" WTR PER - --T-47 .05 1477.67 ------ CFD C 47.0 L tl) i - LANDSCAP/NG - - - FUTURE 60" RCP __1 - 7-- / PER TTM 31892 --WINCHESTER /86+92.72 E TC F TC 1475.65 18"W PLAN END CURB 78+55.86 10.84 IN - - C CURVE TABLE CURVE # LENGTH RADIUS DELTA TANGENT C9 261.27 1843.00 8'07'21 130.86 Clo 200.76 1846.34 6'13'48" 100.48 Cil 339.35 1809,00 10-44'53- 170.17 C15 28.27 9.00 180*00'00" INFINITY C16 335.97 1791.00 10*44'53" 168.48 C17 346.71 1806.62 10'59'45" 173.89 C19 97.76 1757-00 3'11'17" 48.89 C20 534.05 1757.00 17'24'55" 269.10 C21 55.56 35.00 90-56'47 35.58 C22 54.94 35.00 89-56'07' 34.96 Lu ulAP 2 GUTTER TRANSITION LUL 17 1 3 Ll (Vf)) CONSTRUCTION NOTES _L_ I's 17 PP 4577139E L) C15 ____ i TCONSTRUCT 0.50' AC OVER 0.50' A.B. CL. 11 L24 13 s - L30 1475,30 14 PR SWR 2 CONSTRUCT TYPE ID CURB PER RIV. CO. STD. NO. 204 PP 4005452E 19 5 6;1- ___ x CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO, 400 & 401 9 -147 .47 R=100.0 (�)(W=5') -476.80 6 1477.38 C16 c 17-11 ®PLANS EQUESTRIAN TRAIL PER RIV. CO. STD. 405 AND LANDSCAPE Ld Q 1' / -I_ - -1 - C20 78" PLANS (4" MIN. THICK D.G.) qzr_ ry Z < 1_2179 EX. 24" REC. WTR. _lA M-1 E -p 20 2 ©CONSTRUCT TYPE -A-8- CURB & GUTTER PER RIV. CO. STD. NO. 201 4- V) p (�)CONSTRUCT AC DIKE PER RIV. CO. STD. NO. 212 Ld < 7 12 0 3 81+41.32 F- u.z:-z7 < TC 10 11 4 END S/W PROP. 15" SWR PER 21 STA. 78+00.00 TO 1469.75 (�)CONSTRUCT CROSS GUTTER PER RIV. CO. STD. NO. 209 WINCHESTER CFD TC 80+14542 43.00 R STA. 88+00,00 15 BEG <CICONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. NO. 403, 47-/ 1 B�ZRB SWWT PLAN CIO 411 FROP.'36" RCP PER .37R/W PER INST. NO. 10 CASE A 7' TIC 1+86.67 LEON ROAD= 2017-0535581 RECORDED L cl) WINCHESTER CFD LO C79 1467.65 1 0 10+00.00 FOXHOLLOW DR. +_ z SD PLAN, LATERAL 7 TC PROP. SWR PER AUGUST 15, 2017 TC 441 (BCONSTRUCT BARRICADE PER RIV. CO. STD. NO. 810 0 C) 2 ("')INSTALL IRRIGATION SLEEVES PER LANDSCAPE & IRRIGATION PLANS 79+28.22 43.00 R WINCHESTER CFD Lj 15 76 EX. REGIONAL TRAIL EASEME�� 6 CONSTRUCT MEANDERING SIDEWALK PER COUNTYWIDE DESIGN STANDARDS < END EP TRANSITION 23 SWWT PLAN PER INST. NO. 2006-0557069 l*p m AC SECTION CHANGE ft� %_ 15' GUIDELINES < 1 5'� lo-,, , < RECORDED ON, JULY 31, 2006 0 C -o PROP. 12 WTR PER 85+92.54 43,00 R QJ4CONSTRUCT LANDSCAPE MEDIAN PER RIV. CO. STD. NO. 113 Z_ WINCHESTER CFD 71 M *�Lo) In, BEG. CURB & GUTTER LLI TRANSITION 86+92.71 �Lj)CONSTRUCT 0.33' AC OVER 0.63 A.B. CL. 11 < < END CURB & < il�, --- Q:f T R a_ - SWWT' PLAN w Cn- 0, tF) 4 n S 0 A D GUTTER TRANSITION 16 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 2 LLJ (i�REMOVE EXISTING POWER POLE BY SCE z L E 0 N R 0 A D 0 19 PROTECT IN PLACE z Lli 40' F- Ld C) < CONSTRUCT MODIFIED CROSSOVER MEDIAN PER RIV, CO. STD. NO. 113A Z 40 20 0 40 80 120 (20 AND DETAIL ON SHEET 2 r REMOVE EXISTING CHAINLINK FENCE NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ; WITHIN THE ROAD RIGHT-OF-WAY ONLY. 0f 0 ui 0 > NOTE: SEAL ENGINEER A L 8 E R T k NTS BENCHMARK: SHEET NO. 0 0 DIGALE-RT ENGINEERING CONSULTANTS IVIS 3961 I.P. 180080 >_ vi 0 - WORK CONTAINED WITHIN THESE PLANS SHALL NOT 1111011111111!1 ?,C)FESS/ 3788 McCRAY STREET SEE SHEET 1 cf) o R.RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE < COMMENCE UNTIL AN ENCROACHMENT PERMIT z DIAL WO WORKING 4 I-_ c) PH. (951) 686-1070 D BEFORE DAYS BEFORE AND/OR A GRADING PERMIT HAS BEEN ISSUED. LEON RD. 0 C� 0 0 L.Li < YOU DIG YOU DIG Q) No. C6507 m FAX (951) 788-1256 > THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR A S S 0 C [A T E S STREET IMPROVEMENT PLANS 0 a_ ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 5 PREPARED UNDER THE DESIGNED BY: JLC CHECKED BY: CN OFSHEETSry TOLL FREE 1-800-422-41,33 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL STA. 78+00.00 TO 88+00.00 _4 SUP OF: M a- c� R.C.E. N 0.: 65078 0 A PUBLIC SERVICE BY OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE M DATE �APPORL DATE cw\�_FOR: W. 0. COUNTY Q z ARK BYSCALE: LLJ UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND < < CD 2018-0189 -7- REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RESPONSIBLE FOR DETERMINING AN ACCE I REVISIONS C 5-ILESH R. SHL7H DATE: H' 1 40' V: 1 "=8' WINCHESTER CF FILE NO 91P a LINE TABLE LINE # LENGTH DIRECTION L16 106.47 SOO* 59' 49"E L17 113.57 S16' 11' 07"E L18 178.11 S21' 10' 36"E L19 107.59 SOO* 06' 56"E L21 107.59 NCO' 06' 56"W L22 107.53 NOO' 06' 56W L23 31.52 N21' 35' 28"W L24 186.28 N21* 35' 28"W L25 105.25 S02* 10' 30"W L27 103.90 S38' 19' 05"E L29 130.87 Sl 7 46' 06"E L30 56.38 S24- 15' 46-E _L_ I's 17 PP 4577139E L) C15 ____ i TCONSTRUCT 0.50' AC OVER 0.50' A.B. CL. 11 L24 13 s - L30 1475,30 14 PR SWR 2 CONSTRUCT TYPE ID CURB PER RIV. CO. STD. NO. 204 PP 4005452E 19 5 6;1- ___ x CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO, 400 & 401 9 -147 .47 R=100.0 (�)(W=5') -476.80 6 1477.38 C16 c 17-11 ®PLANS EQUESTRIAN TRAIL PER RIV. CO. STD. 405 AND LANDSCAPE Ld Q 1' / -I_ - -1 - C20 78" PLANS (4" MIN. THICK D.G.) qzr_ ry Z < 1_2179 EX. 24" REC. WTR. _lA M-1 E -p 20 2 ©CONSTRUCT TYPE -A-8- CURB & GUTTER PER RIV. CO. STD. NO. 201 4- V) p (�)CONSTRUCT AC DIKE PER RIV. CO. STD. NO. 212 Ld < 7 12 0 3 81+41.32 F- u.z:-z7 < TC 10 11 4 END S/W PROP. 15" SWR PER 21 STA. 78+00.00 TO 1469.75 (�)CONSTRUCT CROSS GUTTER PER RIV. CO. STD. NO. 209 WINCHESTER CFD TC 80+14542 43.00 R STA. 88+00,00 15 BEG <CICONSTRUCT 4" THICK P.C.C. ACCESS RAMP PER RIV. CO. STD. NO. 403, 47-/ 1 B�ZRB SWWT PLAN CIO 411 FROP.'36" RCP PER .37R/W PER INST. NO. 10 CASE A 7' TIC 1+86.67 LEON ROAD= 2017-0535581 RECORDED L cl) WINCHESTER CFD LO C79 1467.65 1 0 10+00.00 FOXHOLLOW DR. +_ z SD PLAN, LATERAL 7 TC PROP. SWR PER AUGUST 15, 2017 TC 441 (BCONSTRUCT BARRICADE PER RIV. CO. STD. NO. 810 0 C) 2 ("')INSTALL IRRIGATION SLEEVES PER LANDSCAPE & IRRIGATION PLANS 79+28.22 43.00 R WINCHESTER CFD Lj 15 76 EX. REGIONAL TRAIL EASEME�� 6 CONSTRUCT MEANDERING SIDEWALK PER COUNTYWIDE DESIGN STANDARDS < END EP TRANSITION 23 SWWT PLAN PER INST. NO. 2006-0557069 l*p m AC SECTION CHANGE ft� %_ 15' GUIDELINES < 1 5'� lo-,, , < RECORDED ON, JULY 31, 2006 0 C -o PROP. 12 WTR PER 85+92.54 43,00 R QJ4CONSTRUCT LANDSCAPE MEDIAN PER RIV. CO. STD. NO. 113 Z_ WINCHESTER CFD 71 M *�Lo) In, BEG. CURB & GUTTER LLI TRANSITION 86+92.71 �Lj)CONSTRUCT 0.33' AC OVER 0.63 A.B. CL. 11 < < END CURB & < il�, --- Q:f T R a_ - SWWT' PLAN w Cn- 0, tF) 4 n S 0 A D GUTTER TRANSITION 16 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 2 LLJ (i�REMOVE EXISTING POWER POLE BY SCE z L E 0 N R 0 A D 0 19 PROTECT IN PLACE z Lli 40' F- Ld C) < CONSTRUCT MODIFIED CROSSOVER MEDIAN PER RIV, CO. STD. NO. 113A Z 40 20 0 40 80 120 (20 AND DETAIL ON SHEET 2 r REMOVE EXISTING CHAINLINK FENCE NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ; WITHIN THE ROAD RIGHT-OF-WAY ONLY. 0f 0 ui 0 > NOTE: SEAL ENGINEER A L 8 E R T k NTS BENCHMARK: SHEET NO. 0 0 DIGALE-RT ENGINEERING CONSULTANTS IVIS 3961 I.P. 180080 >_ vi 0 - WORK CONTAINED WITHIN THESE PLANS SHALL NOT 1111011111111!1 ?,C)FESS/ 3788 McCRAY STREET SEE SHEET 1 cf) o R.RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE < COMMENCE UNTIL AN ENCROACHMENT PERMIT z DIAL WO WORKING 4 I-_ c) PH. (951) 686-1070 D BEFORE DAYS BEFORE AND/OR A GRADING PERMIT HAS BEEN ISSUED. LEON RD. 0 C� 0 0 L.Li < YOU DIG YOU DIG Q) No. C6507 m FAX (951) 788-1256 > THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR A S S 0 C [A T E S STREET IMPROVEMENT PLANS 0 a_ ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 5 PREPARED UNDER THE DESIGNED BY: JLC CHECKED BY: CN OFSHEETSry TOLL FREE 1-800-422-41,33 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL STA. 78+00.00 TO 88+00.00 _4 SUP OF: M a- c� R.C.E. N 0.: 65078 0 A PUBLIC SERVICE BY OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE M DATE �APPORL DATE cw\�_FOR: W. 0. COUNTY Q z ARK BYSCALE: LLJ UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND < < CD 2018-0189 -7- REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RESPONSIBLE FOR DETERMINING AN ACCE I REVISIONS C 5-ILESH R. SHL7H DATE: H' 1 40' V: 1 "=8' WINCHESTER CF FILE NO 91P a 466- LT TC 468- MEDIAN TC CURVE TABLE CURVE # LENGTH RADIUS DELTA TANGENT C1 6.28 2.00 180'00'00" INFINITY C2 61.74 189.75 18'38'36" 31.15 C3 60.44 193.00 17'56'31 " 30.47 C4 6.28 2.00 180'01'00" 13722.03 C5 60.46 185.75 18 38 52 30.50 C6 61.70 197.00 17 56'47" 31.11 C7 10.72 4.00 153°36'02" 17.05 C8 44.57 100.00 25'32'15" 22.66 1470 CL 1460 RT -TC 1456 VEX. CURB RETURN LT -TC 1458 MEDIAN, -TC W00 u_j 110 Ln 1450 RT TC d I- :2 EX. CURB RETURN 88 89 90 91 92 93 94 95 •e PROPOSED CL PROFILE PER NEWPORT RD. DESIGN 1460 CL DESIGN SPEED: 60 MPH - PROFILE SCALES HORIZ. 1"=40' VERT. 1"=8' 97 98 DOM E N I G 0 N I PKWY 168' p tl 1-1 211 Ron V A. s � i °' o i 66" RCP PER TR 31892 PLANS'< _, 76' I I 76' 1 �I ww 0)1 2 N C14 no¢ w w w 'LAT 1 D, 18" RCP 0`E I I m '� `r m Of (n _j _j Jw WINCHESTER CFD °_° /1 �m of -,o - a : j ) oQ rn� �� rna ( SD PLAN, LINE 1-C ., I 7'(H x14'(W) RCB PE ,I I Gfl fl 7� 7 a -; z o �� .J _ WIN NESTER FD I I cD y 93+78.84 CL OF CB#1 D \ � I o � � g v w �'_� z � w SD LAN LIN 1 c a, - a m U)� p c� z Ln m z a 1455.32 TC 1454.65 FL Q 0-� pQ '-z' �� Wd0 �Q mp tn�p Nom- p _ p co - 0 of EX. RCP INE L3 P(� of wo n 17 0Oo 'i' v i= 00m w `� 93+58.82 7CLHOF CB#1 w p c�, : SALT CREEK- EON ROD 50 PLAN ,O N z 1457.05 +o ¢ +o a 1455.24 TC 1454.57 FL d ' PROJ N0. 4- 0 76 WGa N0. 4-827 + p 78 RCP PER PROP. 18 ' WTR PER rnz +c� Q TC C-4 Z: � cvz U-) =' t' I �-.-- \ - - - - 00 u `�' 0 WINCHESTER CFD +6 WINCHESTER CFD � � � ``' oc rn w �- rn w � - EXISTING R/W m Q, z p w p w rn m 1458.67 17 W=7 , H=4.58 13 3 0- m / -- \ �- 3 13 w SD PLAN, LINE 1-C aim SWWT PLAN rnm TC - - - -0- 00 - _18 0 17 .. EX. -7)x14'( ) RCB LINE "L" R LANDSCAPING - _ ._ �..-_ -' - - . _s, ....._..._� - ----- `i �' SALT CREEK LEION ROAD SD PLA m LANDSCAPING � PROD. NO. 4-00176 DWG. NO. 4- Q7 a t - O C) LINE TABLE MAIru" 94+08.38 LINE # LENGTH DIRECTION L1 200.13 SOO' 06' 56"E L3 330.51 S00' 59' 49"E L4 212.48 SOO' 06' 56"E L5 83.78 S00' 07' 26"E L6 212.48 N00° 06' 56"W L7 83.80 NOD* 07' 27"W L8 58.27 SOO' 06' 56"E L9 99.45 N00' 06' 56"W L10 571.48 NOD' 06' 56"W 1_11 154.71 N00' 06' 56"W L12 206.14 SOO' 06' 57"E L13 195.38 SO2' 10' 30"W L14 126.04 SO2' 10' 30"W L15 94,03 S02' 10' 30"W 1456 VEX. CURB RETURN LT -TC 1458 MEDIAN, -TC W00 u_j 110 Ln 1450 RT TC d I- :2 EX. CURB RETURN 88 89 90 91 92 93 94 95 •e PROPOSED CL PROFILE PER NEWPORT RD. DESIGN 1460 CL DESIGN SPEED: 60 MPH - PROFILE SCALES HORIZ. 1"=40' VERT. 1"=8' 97 98 DOM E N I G 0 N I PKWY 168' p tl 1-1 211 Ron V A. s � i °' o i 66" RCP PER TR 31892 PLANS'< _, 76' I I 76' 1 �I ww 0)1 2 N C14 no¢ w w w 'LAT 1 D, 18" RCP 0`E I I m '� `r m Of (n _j _j Jw WINCHESTER CFD °_° /1 �m of -,o - a : j ) oQ rn� �� rna ( SD PLAN, LINE 1-C ., I 7'(H x14'(W) RCB PE ,I I Gfl fl 7� 7 a -; z o �� .J _ WIN NESTER FD I I cD y 93+78.84 CL OF CB#1 D \ � I o � � g v w �'_� z � w SD LAN LIN 1 c a, - a m U)� p c� z Ln m z a 1455.32 TC 1454.65 FL Q 0-� pQ '-z' �� Wd0 �Q mp tn�p Nom- p _ p co - 0 of EX. RCP INE L3 P(� of wo n 17 0Oo 'i' v i= 00m w `� 93+58.82 7CLHOF CB#1 w p c�, : SALT CREEK- EON ROD 50 PLAN ,O N z 1457.05 +o ¢ +o a 1455.24 TC 1454.57 FL d ' PROJ N0. 4- 0 76 WGa N0. 4-827 + p 78 RCP PER PROP. 18 ' WTR PER rnz +c� Q TC C-4 Z: � cvz U-) =' t' I �-.-- \ - - - - 00 u `�' 0 WINCHESTER CFD +6 WINCHESTER CFD � � � ``' oc rn w �- rn w � - EXISTING R/W m Q, z p w p w rn m 1458.67 17 W=7 , H=4.58 13 3 0- m / -- \ �- 3 13 w SD PLAN, LINE 1-C aim SWWT PLAN rnm TC - - - -0- 00 - _18 0 17 .. EX. -7)x14'( ) RCB LINE "L" R LANDSCAPING - _ ._ �..-_ -' - - . _s, ....._..._� - ----- `i �' SALT CREEK LEION ROAD SD PLA m LANDSCAPING � PROD. NO. 4-00176 DWG. NO. 4- Q7 a t - O C) - 3 ° 18"w _ 18"� -�+ . 17 4746 MAIru" 94+08.38 EX. &G l , \\ �_.. __ _x 8 __ �- T 4 0 6 �- �- 6- �- _ T 1, 1 1,CP PER T • + 1 1463.84 � 1465.23 94 +26.64 -------------------------- 2 _ C 8 1 1457.94 SD PLAN LINE 1-C " EN D MEDIAN- - H TC - L4 - - - - 2 TC56.84 1457.04 WQ C8 1463.7 -�� 146241 TC --- W- TC EX. FENCE 2 ' TC 10 00 9 L6 94 C 1 w - _ 95 CONSTRUCTION NOTES =� u - -0-- -- 14� ---- - C400 L5 C 1458. �4-,-1 18"w ° 94.3010- i.- O� L9 __ C6 �8 TC r,..., -_ `.,,.:<," III ��� 1 SAV T -£ ------------------ -- w z 463.70 1 x -� z ` O " " W - 88+99.38 9.0 R 1 S "5 S 15' SS- 15 S 15 S CU' 5"S�---'� 15"S 15" S 5"S 1 CONSTRUCT 0.50' AC OVER 0.50' A.B. CL. II W C7 Q ( CONSTRUCT TYPE D CURB PER RIV. CO. STD. NO. 204 U) _ 2 END MEDIAN TC 1462.01 _T 1460.34 _ - II 1457.24 95+26.12 LEON ROAD T - - - - - - -- - - - - N p 1 90+10. 8 �2 0 R TC - , LAT 2, 18 RCP PER .n 94+26.64 8.0 L c, z CONSTRUCT 4 THICK SIDEWALK PER RIV. CO. STD. N0. 4 0 & 401 W=5 = �+ I TC BEG: MEDIA- - < r WINCHESTEP, CFD o II TC =182+81,10 DOMFNIG NI .PKWY \ O ( ) U ( _ 1 _, _ j rn END MEDIAN w Q 3 0 " t- 6 89+54.64 LEON ROAD SD ALAN-ti1PtE- 1- co - - - �- CONSTRUCT EQUESTRIAN TRAIL PER RIV. CO. STD. 405 AND LANDSCAPE PLANS (4 Q 3 1463.47 TC 7 -10+00.00 FUTURE ROAD -PP 4729898E(17�, MACH E 3cG Q to ® 1462.80 FL - - 6 �� " I! 15 SWR PER _ - - - - MIN. THICK D.G.) 1460.82 TC EX. 24 REQ. YtITR. - - - - - - - - - - - - - - - - - - } 6 51D AL 1460.15 FL 3 R=100' -' 1456,7 WINCHESTER CFD 3- F- SAWCUT EXISTING AC PAVEMENT & 2' COLDPLANE AND OVERLAY PER JOIN DETAIL z OON SHEET 2 -` -- - - / TC SWWT PLAN fig_.. 14 5.49 C - R=100> - - - - - - - - -- Z O 6 CONSTRUCT TYPE "A-8" CURB &GUTTER PER RIV. CO. STD. N0. 201 - __ _11 NDSCAPlNG - _ _ __ i -_-.- XtsTINB-RfW- Q 4 7 CONSTRUCT AC DIKE PER RIV. CO. STD. N0. 212- o_o_o_o _ - EXISI 12" GROUND CHECK VALVE -�- " w o 4 I _ -- m 3. j 4... 12 vt _ - o o -o_o -� o S LT7 REEK -L 0 RAD SD LA EX. 18" RCP LINE "L4" PER ,- ®REMOVE EXISTING ROAD R/W PER INST. N0: i , STA: 88+00.00 TO 21 - 4 ©cam, 17 PP' 4 7713E _ _ _ SALT CREEK -LEON ROAD SD PLAN / 4 POJ, N0. 4 d 1 DG. 0. 82 (n %j Q 2017-0535581 l I STA. 93+43.67 a �1� \ PROJ. N0. 4-0-0176 DWG. C U 11 CONSTRUCT BARRICADE PER RIV. CO. STD. N0. 810 m w w � I f C9 rl. O RECORDED DECEMBER o I I w r- EX. REGIONAL TRAIL EASEMENT J 93+57.87 CL OF CB#2 93+77.94 CL OF c B#2 I I I I N0. 4-827 w 12 INSTALL IRRIGATION SLEEVES PER LANDSCAPE &IRRIGATION PLANS rn Y ca PER INST. N0. 2006-0557069 © 1455.02 TC 1454.52 FL 1455.09 TC 1454 .t9 FL C } - - 56 I IN O 21, v I ` o _ RECORDED ON JULY 31, 2006 W-7' H-3.18' W 7' H=3.39' 69 `� CONSTRUCT MEANDERING SIDEWALK PER COUNTYWIDE DESIGN STANDARDS & `t m 56' LO m - cn -' 13 GUIDELINES v 76 76' LPV � 1) ' r w z 28 28 z L LLQ �3U� W oo o a _ - o R/W PER INST. N0. ) r , z 14 CONSTRUCT LANDSCAPE MEDIAN PER RIV. CO. STD. NO. 113 �� �, ,-, + o z �� Q �geW L, �`' 2017-033542 RECORDED,,I I I I �o Z w �)�� 00 z + o c� + m � a AUGUST 15, 2017 I w 17 REMOVE EXISTING POWER POLE BY SCE 00 m w/I I I � tz m N z� X W C) M w v ! z 18 RELOCATE EXISTING WATER STRUCTURE � a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK LEON ROAD DOM ENIG0NI PKWY 1"=4°' WITHIN THE ROAD RIGHT-OF-WAY ONLY. 0 0 _L.ER NOTE: LJ DIGA WORK CONTAINED WITHIN THESE PLANS SHALL NOT - ----- z Q v DIALTWO WORKING COMMENCE UNTIL AN ENCROACHMENT PERMIT - BEFORE DAYS BEFORE AND/OR A GRADING PERMIT HAS BEEN ISSUED. U w Q YOU DIG YOU DIG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR - >O ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. rY TOLL FREE 1-800-422-4133 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL U Q z A PUBLIC SERVICE BY OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE W UNDERGROUND SERVICE ALERT RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND Of REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS 'PR.� DATE COUNTY SEAL - ENGINEER PROFESS'0 c0��l _ No. C65078 Clv\ A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: 3788 McCRAY STREET SEE SHEET 1 RIVERSIDE CA. 92506 PH. (951) 686-1070 A S S 0 C1 A T E S FAX (951 ) 788-1 256 PREPARED UNDER THE DESIGNED BY: JLC CHECKED BY: CN SUPERVISIIO�N�OF:: ,� 65078 ��'�i'L i�l�' "` SCALE: DATE: /0/x//9 H• 1 „=40' DILESH R. SHETH 40 20 0 40 80 120 MS 3961 I.P. 180080 SHEET NO. COUNTY OF RIVERSIDE 5 LEON RD. STREET IMPROVEMENT PLANS STA. 88+00.00 TO STA. 98+00.00 of SHEETS FOR: W.O. COUNTY 967, �: 1 =8, WINCHESTER CFD 2018-0189 FILE No.