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971dd_sppGENERAL NOTES: 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 WALL 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-um 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1220, 1U1. 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. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA HIGHLAND GROVE OFF -SITE STREET IMPROVEMENT PLANS ms (TRACT No. 36730)4&f1111111 I CFD-40.& 4 1 i rRACr AD M872 �� l Ir -1 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR No. 207, AS I I DIRECTED IN THE FIELD. I 8. 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. 1 A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. O j I !A ON 9. 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. W a ! as o i ti 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT -- BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD, RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS.04 11. NOT APPLICABLE / NOT USED. ti`�111' ', X TRACT AI, M979 t 1 �� j 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO .461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES (LAGERSTOEMIA INDICA 'MUSKOGEE', V2 �I. QUERCUS AGRIFOLIA, AND PISTACHIA 'RED PUSH'). 1 1 � 13. STREETIIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. y 1t 4 1 1K 14. AS DETERMINED BY THE TRANSPORTATION. DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE i REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. LU 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 ce 484 +� -- PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING. GUIDELINES DATED OCTOBER 2009. a1 CFO 1 } 00- 40 Cm 1 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. CB 1110 17. a. CONSTRUCTION PROJECTS 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), 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 NOI NTH 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/CULVERIS (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. L5 !- w o LID f� 0 w z Li.l L LC 0 0 v r ~LLJ W V) s z I < 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 NEED TO CONNECTED WITH A RCFC FACILITY AND ADD PERMIT # ON THE PLAN. 21. N/A 22. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE 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 WORK 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 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 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 AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION, DIMENSION AND CONDITION OF ALL UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE CIVIL ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DIAL TOLL FREE 1-800-227-2600 ° AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERNCE ALERT OF SOUTHERN CJMLFORNIA NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN 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. rRACr 367W-8 PREPARED FOR PULTE HOME COMPANY, LLC 27401 LOS ALT01% WTE400 IIIM OON V16JO, CA 92M (552) 441-2A50 Emalk Mattmat9m*pufteWajp com LEGEND PROP. PROPOSED EXIST. EXISTING CL, CA CENTERLINE T.C. TOP OF CURB F.L. FLOW LINE F.S. FINISHED SURFACE E.P. EDGE OF PAVEMENT C.B. CATCH BASIN A.C. ASPHALTIC CONCRETE A.B. AGGREGATE BASE BCR BEGIN CURB RETURN ECR END CURB RETURN BVC BEGIN VERTICAL CURVE MVC MIDDLE VERTICAL CURVE EVC END VERTICAL CURVE PRC POINT OF REVERSE CURVE PCC POINT OF COMPOUND CURVE PRVC POINT OF REVERSE VERTICAL CURVE (1329.02) EXISTING ELEVATION 1479.70 P ROPOSED ELEVATION LT LEFT RT RIGHT FH FIRE HYDRANT ❑X CURB RAMP I D/W DRIVEWAY R/W RIGHT OF WAY ST STREET T.O.P. TOP OF PIPE V.C. VERTICAL CURVE PI POINT OF INTERSECTION PP POWER POLE PVI POINT OF VERTICAL INTERSECTION G.B. GRADE BREAK MOC MIDDLE OF CURVE RP RADIUS POINT W.V. WATER VALVE MIWD METROPOLITAN WATER DISTRICT WMWD WESTERN MUNICIPAL WATER DISTRICT DIRECTION OF FLOW + STREET NAME SIGN PROP. STREET LIGHTS PROP. A.C. 177,177771 COLD PLANE & OVERLAY BOUNDARY CENTER LINE --•• •••- CROSS GUTTER FLOW LINE - - - - - - FUTURE/EXISTING IMPROVEMENTS SLOPE 2:1 MAX. *FUROVERFLOW UNDERGROL M UTILITY NOTE& 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS AND CONNECTIONS AND VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES AFFECTED. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BEFORE CONSTRUCTION BEGINS. 2. LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE BEST AVAILABLE INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN OR FAILURE TO SHOW EXISTING SUBSTRUCTURES SHALL NOT RELIEVE THE CONTRACTORS FROM THE RESPONSIBILITY - - 1 OF VERIFYING THE LOCATION AND PROTECTING ALL SUBSTRUCTURES. I 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND ME 1 I AKC NECESSARY ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO I BEGINNING OF CONSTRUCTION. 472 CFO 1 CW- 45A CFO I "�x CB 1 47 CFO 1 cod OD- 45 CFB 1 rRAcr �� 1 0 I I SAD 5 1 i 1 2 7 r WYW- 1 rRAC7' 38IM 2 ru1 V 13 4aD CFO s O Sao Cm W I 1 r e 42LO CFs 1Ol -�-� g� dIIIIIIIIIIIIIIIIIIIIIilillillilljllllllllI i APM 21x�--Bo�24 ------------------ 80BRAII11M ROAD, SHEET S SHEET s --r-L- ---- - - AFW M M-006 OU-24a CFO SHEET 7 0100- azy CFB 01- 447 CFB l"D PZE PROPERTY ,4PJ1t 28 1 7�]#7f NOTE THIS PROJECT IS BONDED AND TO BE INSPECTED BY CONSTRUCTION INSPECTION DIVISION 200 r 51 -ml.". -- - CT OMT y M I :'. 7 �, �I •�71 �7I 1 7 ] 1 ITI 1r q BY I DATE ENGINEER REVISIONS RCFC&WCD DRAINAGE EASEMENT PER INSTRUMENT J: DATE OF RECORDATION: INDEX MAP GRAPHIC SCALE 100 200 400 DI IEEE ) 1 inch = 200 M SEAL- BEC 72129122 ENGINEER Q�pF t;SSI0, BEC 9121 12 3 Q `� BEC 9/28/23 ��� � 4-- Z#i Z; No. 5249.E APPRI DATE COUNTY cl�t__ - q CA0. DELTA 3 REVISION IR ESS IONq C. No. 20596 r^ m �* C � P IVI CITE CALIF Irr r '• l.P�L7LJ�0� _ _ I 1 ChB 1 I I JBTi MV Na I I MAMAMM BY FICFC RCFC&WCA DRAINAGE LOT PER I INSTRUMENT f I DATE OF REOORDIATION: I t-----r 1I /2 j -/23 STANLEY ORSE DATE RIVERSIDE EL SOBRANTE LAKE ]�C MATHEWS VICNTY MAP N.T.S. SEC. 29, L3S, R.5W, S.B.B.&M APPLICANT 1 DEVELOPER PULTE HOME COIdPANY, LLC 27401 LOS ALTOS, SUITE 400 MISSION VIEJO, CA 92691 Ph: (562) 441-2050 ATTN: MATT MATSON UNDERGROUND STRUCTURES: ALL UNDERGROUND UTILITIES OR STRUCTURES 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 IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- SIGNED 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 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 OWNER OF THE UTILMES OR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTE QUANTITY ESTIMATES SHOWN ON THESE PLANS ARE FOR PLAN CHECK PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT QUANTITIES PRIOR TO BIDDING. ANY DISCREPANCIES FOUND MUST BE DIRECTED TO THE ENGINEER IMMEDIATELY, SO ADJUSTMENT CAN BE MADE. UTLITY NOTFICATION& WATER WESTERN MUNICIPAL WATER DISTRICT (951) 789-5000 SEWER WESTERN MUNICIPAL WATER DISTRICT M11 1 789-5000 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY 928-8234 GAS SOUTHERN CALIFORNIA GAS COMPANY (951)335-7674 TELEPHONE VERIZON COMMUNICATIONS (800)483-3000 CABLE T.V. ADELPHIA CABLEM11 1}798-3588 SOLID WASTE WASTE MANAGEMENT 242-0421 SMS ENGINEER: PETRA GEOSCIENCES, INC. 28358 CONSTELLATION ROAD, UNIT 680 VALENCIA, CA. 91355 (661) 255-5790 BASIS OF BEARING: THE BASIS OF BEARINGS IS THE CENTERLINE OF EL SOBRANTE ROAD, TAKEN AS NORTH 8lr04'310 WEST PER TRACT NO. 28873, MB 314/63-71. MORSE 17320RedhlllA%%nue BENCHMARK: suns 850 RIV. CO. BIB ML-84-1971 DESCRIBED AS FOLLOWS: S C H U L T Z Irvine, CA M14 0.7 MILE SOUTHEAST ALONG LA SIERRA AVENUE Voice, 949-251-Mi FROM THE INTERSECTION OF LA SIERRA AVENUE AND VICTORIA AVE: 50 FEET WEST OF LA SIERRA AVE: 32 FEET NORTHWEST OF PP 1170718 SE; 2 FEET EAST PLANNERS ENGINEERS SURVEYORS OF A MARKER POST. PREPARED UNDER THE SUPERVISION OF: RCE Na. 5249E ELEV: 1002-039 M029 7-25-2022 SCALE: EDWARD J. LFNTH DAT H: AS SHOWN V: MWD 11 OM "ff CONTPACMR SH&L NO771FY A. RWY &4Z OF MOV WOW? SYSnW a9gMnONS GR E P AT LEAST 7W WORiING DAYS (AIODlMMY TMbh[W T1 ffl5a4Y) PRI90R 70 STAR7bW ANY Waf NV THE VrOWTY OF MOD FACILRES OR IIIrTM MWiD RIGHT -OF WAY ■ (951) 710-5570 OR CELL IS 573-5569. . 1 A =1 0 l 1 of . ■ 1 TITLE SHEET. INDEX MAP, GENERAL NOTES, 2 CONSTRUCTION NOTES, ESTIMATE OF QUANTITIES, LEGEND AND TYPICAL STREET SECTIONS 3 McALLISTER STREET STA. 10+00.00 TO STA. 20+89.64 4 McALLISTER STREET STA. 20+89.64 TO STA. 31 +38.22 5 EL SOBRANTE RD. STA. 48+70.00 TO STA. 57+00.00 6 EL SOBRANTE RD. STA. 57+00.00 TO STA. 63+86.19 7 EL SOBRANTE RD. STA. 63+86.19 TO STA. 70+00.00 MS 4391 (TRACT NO. 36730) I.P. No. 210013 CCMTY OF FdVERSM 1 OFF -SITE STREET IIOPRO'VANT EMEMANS SHT. SCHEDLLE TITLE SHEET FOR: PULTE HOME COMPANY, LLC I FILE NO. OF 7 SHT'S.I 971-DD I:`37634\IMPLANS\Stred\OFF-SITC\SIP-01.dwg 12/22/22 SLY. R/W 19' FUTURE SLY. R/W 51' 32' EXIST. f'CF CURB & GUTTER 2% CONST. t 44' 32' AC PAVEMENT EXIST. 8'CF CURB & GUTTER 2% R=25 T.1=5.5 EXISTING EL SOBRANTE ROAD (PUBLIC) (WEST OF Mc ALLISTER STREET) NOT TO SCALE STD. 192 CONST. E NLY. R/W TRACT NO. 28873 VICTORIA GROVE 129 35' LANDSCAPE AND TRAIL EASEMENT 8' lop 105 100 9' EX, IGEWALK .EQUESTRIA TRAIL 2Z % 80' PROPOSED STREET IMPROVEMENTS 128' 64, 1 64, EXIST. SLY. R/W I 80' (EXISTING RIGHT-OF-WAY) EXIST. NLY. R/W SHOULDER 16' 43' 5.5' 10, 5.5' EXIST. NATURAL DAYLIGHT 0'-8'T 32' (EXISTING PAVEMENT) TCF CURB & SIDEWALK GRADE CUT 1' TO BE REMOVED GUTTER FUTURE ErCF I r 9' 93. _ AC PAO MEDIAN CURB i I I I M I.W AB Vi�Ft. I I � � 2� M�i4X 2:1 MAX. SLOPE EXIST. NATURAL FLOWLINE ___r GRADE swALE L R=13* T.I.=9.5* PROPOSED EL GAD (PUBLIC) (EAST OF Mc ALLISTER STREET) NOT TO SCALE FUTURE STD.92 CONST. C NLY. R/W SLY. R/W 80' PROPOSED STREET IMPROVEMENTS 128' 64' 1 64' EXIST. SLY. R/W 80' (EXISTING RIGHT-OF-WAY) EXIST. NLY. R/W NLY. R/W SHOULDER 16' 43' 5.5' 10' 5.5' 32' (EXISTING PAVEMENT) 8"CF CURB & SIDEWALK TO BE REMOVED GUTTER 9' 9' FUTURE fCF 0.0AD EN2T MEDIAN CURB I I I 18A I I MAX. � E2:1 EXIST. NATURAL SLOP GRADE EXIST. NATURAL GRADE DAL IGHT FIL R=13* T.I.=9.5* PROPOSED EL SOBRANTE ROAD (PUBLIC) (EAST OF Mc ALLISTER STREET NOT TO SCALE STD. #92 w 0 w 1-7 N 00 Ln C� w Lj J L w LW �L-- CL CL w z LU Ld L CLZ EXIST. NATURAL GRADE Q1 CONST. It 80' I (EXISTING RIGHT-OF-WAY) 32' (EXISTING PAVEMENT) COLD PLANE EXISTING AC & 1" MIN. AC OVERLAY 2% 2% EXIST. AC PAVEMENT EXIST. NLY. R/W EXIST. NATURAL GRADE 2' MIN. OVERLAY 6 0.10' MIN EXISTING THICK OR A5 'SAW -CUT 1' MIN. PAVEMENT DIRECTED INTO EXIST. PAVEMENT Emu *jaN DETAiLs NUT TO SCALE A R=25 TJ =5.5 CCiVSTRUCTION NOTES AA D ES7AM TE OF NTIT►ESu• McALUSTM ST E& Sm EXISTING EL SOBRANTE ROAD PUBLI(.;) (EAST OF TRACT BOUNDARY) NOT TO SCALE /�j STD. 92 � � • LANDSCAPE AND TRAIL EASEMENT 10, 1 10, 1 9' EQUESTRIAN TRAIL 2 29' LANDSCAPE AND TRAIL EASEMENT 10, 1 10' 1 9' EQUESTRIAN TRAIL 2% RIGHT OF WAY FOR EL SOBRANTE ROAD AND MC ALLISTER STREET PER INSTRUMENT NO: DATE OF RECORDATION: ONLY. R/W 11' 6' I 5' 1 CONSTRUC Q.J' A.C. A4ffleVl IM SIM CANT OWN 1.D0' A9 (CLAW 2) *ULMM Sum (JAL= SIC)428 w TONS ax — — COSM 'T QSO' Aa 1 AWMIF N11H SIB CL14T ONLR F.&F A9 (aASS 2) (a S1 Wff MW) (114070 SF) 4.M1 . 2 CONSTRUCT 0.25' A.C. PAVEMENT WITH SEAL COAT OVER �3 66 TONS (2 272) TONS 0. 67' CLASS 2 AGGREGATE BASE (CLASS 2) {� C.Y. (2,277 C' Y 3 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO 200 1,751 L.F. - 4 CONSTRUCT TYPE A-8 CURB PER COUNTY OF RIVERSIDE STANDARD NO 201 - 1,649 L, F. 5 CONSTRUCT 8" A.C. BERM%DIKE PER COUNTY OF RIVERSIDE STANDARD NO. 212 - L. F. 132 L. F. 6 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400 AND 401 10,429 S.F. 18,693 S. F. CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A AND PER DETAILS ON SHEET 6 4 EA. 3 EA. CONSTRUCT PARKWAY CURB OUTLET PER COUNTY OF RIVERSIDE STANDARD NO. .308 MODIFIED PER DETAILS ON SHEET 2 1 EA. - EA. 9 INSTALL BARRICADE PER COUNTY OF RIVERSIDE STANDARD NO. 810 50 L.F. - L.F. 1 CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209 1,273 S.F. - S.F 1) CURB INLET CATCH &SIN PER COUNTY OF RIVERSIDE STANDARD NO. 300 (W&V PER PLAN) - EA. - EA. 1 GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STANDARD NO. 311, CASE B - EA. - EA. I GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STANDARD NO. 311, CASE C - EA. - EA. I CONSTRUCT CURB TRANSITION FROM 8"CF TO 6'" CF - EA. 3 EA. 1 CONSTRUCT DECOMPOSED GRANITE ESQUESTRIAN TR41L PER COUNTY OF RIVERSIDE STANDARD NO. 405 15,930 S.F.8,609 S.F. SAWCUT AND REMOVE EXIS77NG PAVEMENT 47 Y 1 Y 1 COLT) PLANE EXISTING PAVEMENT & A.C. OVERLAY PER "JOIN DETAIL" HEREON 5,391 S. Y. 167 S.?. CONSTRUCT 6- A.C. BERM DIKE PER COUNTY OF RAIER.SIDE STANDARD NO. 212 STREET NAME SIGN & POST PER STRIPING PLAN - EA. - E4. CONSTRUCT UTILMES TRENCH (ONE SIDE) PER COUNTY OF RIVERSIDE STANDARD NO 817 1,348 L.F. 2,216 L.F. 70' ELY. R/W 33, 37' 22' 22' NMI 15' 0. 20' 12' PROPOSED IMPROVEMENTS TRAIL EASEMENT 13t VMIN. 7' 5' 3' EXIST. IMPROVEMENTS SIDEWALK 5' 10" 5' 1' AC PI�EIIT * EQUESTRIAN GIIER 1.ff AB TRAIL 27 EXIST. AC PAVEMENT 24 I 9s 1 2% 2%2 6 EXIST. ge*CF 6"CF CURB & CURB & GUTTER GUTTER R=20* T.I.=7.0* Mc ALLIST (PUBLIC) 3/4" 3 16 EXPOSE 1-1/4 TYP PORTION OF THREADED 2:1 MAX. SLOPE NOTE: ANCHOR BOLT I I iI I ,COI RlIN 1 /2.. Y6" GALV. ANCHOR �•` I . 3 � - �q - - �.,� (aj SIDEWALK LOCATION VARIES. 18' —} `i (4 TOTAL} IN CONCRETE LL_�= .,a:.:. 6"� I..•. 4' (b) 9 FEET FROM FLOWLINE TO FRONT OF SIDEWALK. �� 5' 4' (c) 1.5 FEET FROM FLOVVLIIVE TO BASE OF STREET LIGHT. [5j ST.RASE PROVIDE 3/4'X2" NOTCH IN HEADWALL 7M 113-B (SEE" STUS 1000 & 1001) 6' AND DOWNDRAIN TO RECEIVE GRATING AT PARKWAY DRAIN CONNECTION , 2'MIN. ' (d) STREET LIGHT FOUNDATION (SEE STANDARD STREET-- NO. 1000 OR 1001 FOR RESIDENTIAL AND ARTERIAL. LIGHT18' TRANSITION DOWNDRAIN LIGHTING DETAILS). (0) � CURB OUTLET (s) 6' FROM FLOW LINE TO BACK OF JOINT UTILITY i2 RlV11 SOUTH SIDE OR WEST SIDE NORTH SIDE OR EAST SIDE RNV SPLASH 4 I VARIES HESLOPE STD. DWG. 30$ TMIN. WELD WASHERS TO TRENCH. ADJUST TRENCH TO AVOID CONFLICTS. _ 4,0' PARKWAY WIDTH WALL I� � 1 �-6�, � TRANSITION WALLREMOVABLE GRATE�4 TOTAL) o DOWNDRAIN PARKWAYWIDTH �� .' (d (e) VARIES: 10' TO 21' NORMAL MIN. , ' VARIES: 19 TO 21' k �'- •` f SEE SHEET 7' 6' SEE SHEET2 ' — --- `_-�� I.. _ CURB OUTLET STREET LIGHT ! w I I i STD. DWG. 30S l� e 4" I 4" Rnnr PARKWAY VALVE a a � Q 3 1 s 6 � 2,1, FL _.._(�i BACK EDGE R W i i , gDx I GAS MAIN ` 2%MIN. a #4 GALV. SUPPO T 1. OF JOINT I .� o uL VARIES 5' ; UTILITY 10 15 i ' t (TRANSMISSION) i lc. ; 6 BARS AT 9" O.C. VARIES TRENCH I i ,� .; :..,. r .. : L . 6' E p VARIES I 5, � �� I 1 � � #4 PERIMETER fi' E $'-9' I�� I �-� VARIES VARIES 6" m _ (� ��� = I i SEE ' 6'-9' MIN C & G NOTE: NON-STANDARD Ziev I DRAIN TO CENTERLINE SEC+TIQI�I A ~-'i- (�� j� : 18 ��f i PLANS -- REC. OFF -SET IS DONE TO ACCOMMODATE ALL AT PARKWAY DRAIN CONNECTION v STREET ( CURB WATER i 2 WATER PROPOSED UTILITIES IN STREET AREA. STREET LIGHT _ MAIN ; IN SLIER 2.5' MOTES: DELTA 3 REVISION LIGHT �. — MEANDERING , FIRE HYDRANT. MAIN NORMAL MIN. (�� SIDEWALK ' ';� [LOCATE FlRE'-Y- 'I. LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES MUST BE PROVIDED BY (d) - ` (d) QRANT IN ACCC R- STORM LOW FLOW 6.6 2.5' MIN. COVER THE SUBDIVIDER, AND SHOVM ON ANY PLANS SUBMITTED TO THE TRANSPORTATION �pFESS/o SECTION DRAIN DRAIN k'+13€N. ! I DEPARTMENT FOR APPROVAL. CASES OF pIR �ql PLAN DANCE WITH STD. NO. OVER FACILIT ES 1 2. CHANGES MAY BE PERMITTED BY THE DIRECTOR OF TRANSPORTATION IN A �, F,`l C. * dUU AND STD. NO. 701 �— CONFLICTING FACILITIES. 211 PAR .. a PARKWAY � DEPTH 3. CONFLICTS BETWEEN UTILITY COMPANY FACILITIES, EXITING T IING AND PROPOSED, MUST cn cn VARIES No. 20596 BE MUTUALLY RESOLVED BY THE UTILITY COMPANIES. UNDERGROUND UTILITY LOCATION RETAILSTYPICAL SECTION 4- ABOVE -GROUND FACILIT#ES SHALL BE LOCATED BEHIND SIDEWALK 5 PER COUNTY OF RIVERSIDE STANDARD No. 817 OF FOR TREE SAiDEWA�K � AC}OjAGENTTOECURBRE�S SHALL BE LOCATED 2 FEET OUTSIDE NTS NOT TO SCALE qTF � CALIF DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG LIMO GROUND SERVICE ALERT OF SOUMERN CAJFOiRMYI SPLASH — I SUPPORT BARS. MALL 4" 2„ #4 GALV. BARS AT S' O.C. WELDED B TO GALV. #4 SUPPORT BARS Fq.M VEW STANLEY ORSE AT PARKWAY DRAIN CONNECTION /2 j /23 DATE DOWNDRAIN OUTLET TRANSITION DETAILS MODIFIED PER COUNTY OF RIVERSIDE STANDARD No. 308 NTS 1:\37634\IMPLANS`StreetrQFF-SITE\SIP-02.dwg 12/22/22 H HH✓ HH __ N__ H HH__ HHH HHH"-`�iClvil _ HHHaHHH ® a H HHHHHHHH�—H�HHHa� �9 H �H H AIM H •�• • HHH�HHH H_ ® _ Ron !__a H, H HHHHaHH�HHHHHHH I���i� H H H HHHH,-_mHH H .. 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W� � �� � �-� mom 11 HHHIMEN&- HHHHHHHHHHHH momH©.firthHOMHH HHHHH�---HHEHO MEM -HH �HHE0�HHHHH - HHHHHH HHHHoffl�'H_ �� H®HHHHH®HHHH�HH®H HHHH=-HHH -�- ��r.- �r�_. i_�rrr w.� _r. �r�_w—_���r.r�rii=���.�r� =a=am �== _ __ I a .=.r= � .�=�a�s�rma --' �� p�aa ate—�I� � a�■It� Asa a��.�.._.� HHr=-HHMHHMWWf--:© a=H®I�- HHaa H©H HH'�H m_�mHHH _ _ H=�momH HmH HHHHIHH H HHHH�MWHHHHHHH o_mM__o.�3HHM� W ��,� �. �� �rr� ,�, �. a _ �� HH HHH H H EH�m+ a� © a � a OEM Sam H ca._. �.� .� a Ha a�HHi ,� �. HHH � w � HHHHH- _.__...HHHHH=,.�HH_�H�HHHH HH--iSamHHH..._H �HHHIH HHcHHH®HH .... _ �H ,I �H H HHHH�HHHH_�H®H®H..........._.iHH®HHH 0- mom - _ _ _�-_���_ �_ �___rw .rr____�- ��_ _ _� r } ? w �� ���f+l�r�r__�w rirr�_.��� �.�� �. __ �. _ _ _ _ _�wr _ �� _ _ �HHHHH�I H! HH!HHH�Roam H ��� H� HB H HH H H HHHH©_ �. - .�..�_ H o -� E� aM_ O HHH HHHHH H H H HIS HH H H H H _H HHHH--H--HH HH- HH HHHH H H H - H� �H ®� _H_ --. --r*H H HH H H--'®HHHHH err p �1�Irr�� r.r �i��'� �. �i r�����. r.�n � .� .�.+rr+. 'i�i� �RHHHH ;� HHHHHHH Q HHa HHH �HH� H CiCJ� a a HHH H HHH H .�. r..,.....� ...`.ss 10>_. �.�. ram_ - r_.rr. �r rri.ria� 1 of 1► 1 1 1 1 1 1 y 1 1 r l i go Ills I 01 Er r r - e . l , . '3 ' WC 0 tc Ii 'ri LLJ 0 �I 00 n z �L0U1 �Itt 0 a_ L z Lv LL w a L) ~ ® Ld LL W OD tn u fill I - -` 11 +00 a 6'CF _ ►=59 TC f 13MvFL %II1 I I !I I l l EL 5O&RAME ROAD SEE SHEET 5 C*WTRW7M IYOTES h\ CONS a, � w w sic ca4T ors for An (aAss 2) STREW CONSTi4[JCT A 0.67' CLASS 2 AGGREG47E BASE (CLASS 2) CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANL M NO. 200 6 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDEE STAND 40 NO: 400 AND 401 CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANa4RD NO. 4,0.E CASE A AND PER DETAILS ON SHEET 6 CONSTRUCT PARKWAY CURB OUTLET PER COUNTY OF RIVERSIDIE STANDARD NO: .308 MODIRIED PER DETAILS ON SKEET 2 INSTALL &M CADEE PER COUNTY OF RIVERSIDE STANDARD NO. 810 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN DIAL TOLL FREE ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPO 1-800-227-2600 OR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE ? u AT L EW 11N0 DAYS DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE BEFORE YOU DIG PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING 1N�10E�GROLIIID SERVICE ALERT OFLITFETif1 CJIL.�RMIA AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. rouvrvuF comer McALLI 1 CONSTRUCT CROSS -GLITTER PER COUNTY OF RIVERSIDE STANQARD NO. 209 1 CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STANDI4RD NO: .300 (WfV PER PLAN) 1 GUTTER DEPRESSION, PER COUNTY OF RNERSIOEE STANDAM AFO. J11. CASE B GUTTER DEPRESSION, PER COUNTY OF RIVERSIDE STANDW AfO. J11f CASE C CON57RUCT DECOMPOSED GRANITE ESOUESTRIAN TRAIL PER COUNTY OF RI4ERSIDE STANLkARD NO. 405 S4WCUT AND REAVIAE EXIS77NG PAVEMENT T COLD PLANE EXISTTNG PAVEMENT & AC. OVERLAY PER "JOIN DETAIL" HEREON STREET MWE SIGN & POST PER STRIPING PLAN CONSTRUCT UTTLITIE3 TRENCH (ONE SIDE) PER COUNTY OF RUERSIDE STANmw NO. 817 BY I DATE NGINEER REVISIONS BEC 1 9/21/23 APPRI DATE COUNTY T SEAL - ENGINEER 4�vF ESS IO, No. 52495 Exp. Dec. 31 � clvtl_ .4 OF CALF Ia, lm r,& 1i 1°° "ACT A' Lm 151- E t r ] N, - J BASIN B t TRACT AV. 367'30-1 t -� t� 0 AC COLD PLANE AND OVERLAY 0 AC SAWCUT/REMOVE CURVE TABLE # ❑ R L T A 90'00'13' 35,00 54.98' 35,00' B 90`00'20' 35,00' 54,98' 35,00' C 8045'21' 1 1200.00' 1 183.38' 1 91.86' D 8'45'21" 1 1222.00' I 186,74' 1 93,55' 40' 0 40' 80, I N FEET} tt= WhIII Avsnu9 BENCHMARK: MS 4WI (TRACT NO. 36730) I.P. No. =013 M 0 R 5 E Suite 350 RIV. CO. SM ML-84-1971 DESCRIBED AS FOLLOWS: COMTY IF FdVMSM Irvine, CA OM14 0.7 MILE SOUTHEAST ALONG LA SIERRA AVENUE �y 5 C H Ll L T Vince: 94"51-8�621 FROM THE INTERSECTION OF LA SIERRA AVENUE AND OFF- SITE STFIEET SCHEDULE PUNS VICTORIA AVE: 50 FEET WEST OF LA SIERRA AVE: 32 W FEET NORTHWEST OF PP #170716 SE; 2 FEET EAST p� PLANNERS ENGINEERS SURVEYORS OF A MARKER POST. M `GAw M STWE7 PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 ELEV: 1002.039 NG)029 STA .M M STA° 2D+8•62 _~ 25-20 SCALE: COUNTY FOR: PULTE HOME COMPANY, LLC FILE N0. EDWARD J. LENTH DAT H: AS SHOWN V: 120' SHT. 3 OF LSHTS. 971-DD 1:\37634\IMPLANS\Streetr4FF-Slt\SIP-03.dwg 12/14/22 C� _ ® T CCCCCaC ONE Lam' �; — —�_-; _�n►a►� (� GRAD� — r STREE CC WE .y R--1=82 e4 11 27 It w P"/W a?oVE iX SEE SKEET 3 OF r t . a WWI E NOR 1 gar 1:6 �,�C��7CCCii�la CC.C3i.C, �T®C Ci�Q�7CC C .: � C MIME- 9-3 Neff M-� rd,&�-MMMMM � .�...�.. C.C�i�il�.�i ..:.rCC.�.. .r• C�+� ■ C E=�Ce� ES`=��� —=CCU= _= 00 ===C===O® same ©--• '--'cam a� d C e � � V /rail fiL Y+ �� 21 os7 l A CIO— c.i v � ' � �. Ea Eh 2 I& DOSED TOP 8 �? A 161 o g + - -7'1 6n CURB 9 UTTER - "MOZZ1110 ILY -JV-n f'::1 1 :1'.;Jii1 I::f 1 C effi C+�C�MOEN :� rw r.�■>�C.�:.•� >� rr� � w�rCiCC.r•�.0 C7� :CC® C C�IC.'�C CC C.C�S€ .�tCC,CCI mm-c=MM "MIS T C ORT ice€ C.C..:.0 iQC.C..:r,CC..:rCC C.�. CC....C, CiC��'■■��,,C =1!! C�'CCI�t� CCC ii C CCi M On IN �1� mi=wl - sOERM9011 ��■_� ^_■'�M_N= H___E®E_K___�..9 ROOMER OPOSED FINISH W =E__=_E_O=====I ■ �, — CilC C CC:..�il�.r '�C3`�' _i m®_�_ _ ____=====c=M1 — C I '' .CCCC,�CCCC,C,CCCCC^—I� _ = CCCC C�~� MEMO" CaCCA C � CT CCC�r C� r� _._.1000i. ... .. - ==OORE1 �OC�C C��^C C7iC��I — 3-5 100 FIF PAVEMENT ME MM3qw2M=E.M- =0 ajf 11 .'-'.i'1 �� C wpm= KIM pi 7EM --- --- a=a== mM ME MWy w�C�` nCii+i.� orm "' 0 �iQQCQ i C..r.� ROMErmUNM®MEER9ZM11warMMM°5 CQ .. iQ reul ii�•�••�•.0 BEENENERS OW--� OWNERS t. �ICi.0 Q CCC ,.....:.,CC OEM Me M�mm QCQ=qb qb ===' Roo"low" MEMMEMEM C NN,—. MM mmmm�mm --- --- --- 18a1i7 i l z V w co V) Q z w m w Ld L LJ L+� V) rr CL a 0 U LU ~ U 0 w t_- Ld < -m C� 0 0- 0- z < < Irtai + Clip- +'C6 U-j pw') U10 I _ 6_ W� 4' f 57+00 mmmm�-"C ^N�'���r-5���=C� ����"� "���_��� ���� �C,�" L■ C� ■ r r CCU C� r ■ 1 _ - � • -erg. r •r r _a E2 - - -CC.CCC. -C CCCC��"C� CCCCCC�� ■ 1 . 1 � : r r . -- C -- -- . , � � .�.■�■ � C��CCCCCCCCC====C� C■�C�■�----� C-CC--C- -CCC -�MIN r�4cr W, 3873,0-1 y 4 r�s ,J6- � r r37 'mow soft HIGHLAND GROVE ROAD SEE SHEET 5 OFF MS 4 392 / IP210022 •� ' M; 85 .` 7I�',�� 0 86 87 88 89 f � Oil r Chi O N 1 o r �.s3• 13 �J 50' SCENIC -� �' �► CORRIDOR C, = ----_ - - - - - ------------------1 w PROPOSED R C6 6 INSTRUMENT NO ^ I ATE OF RECORDATION. Z �►3 62+00 - - - Q to so -----63+00 64+00` N 89.4Y08" W, 990.'i9' 71 �- 0'-8 qn JI'd EL SOBRANTE ROAD NOTE: & I E.L /13/20 WORM CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN DIAL TOLL FREE ISSUED. THE PRIVATE1--800-227`2600 FOR ASSURING THIE NEER ACCu ACYGANDESE ACCEPTABILITY OF TPLANS IS E IBLE a ; AT LET S DESIGN HEREON. IN THE EVENT OF DISCREPANCJES ARISING DAYS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE BEFORE YOU DIG PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING ARK BY GATE UNDERGROUND SERVICE ALERT OF SOUTHERN OAIJFORNIA AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I ENGINEER REVISIONS BEC 9/21/23 SEAL - ENGINEER QR4F ESS 1pN,q CIO No. 52496 m Exp. Dec. 31 Clm,* APPRI DATE OF CALIF COUNTY x RAMP ELEVATION # A B C ❑ E F G H I .f K L A 297,91 297.65 298.33 298.46 297.62 299,30 299.43 29769 299.36 299.49 298.08 298,35 B 295.95 295,79 296.47 296.60 295.76 296.44 296.57 295.82 296.50 296.63 296,01 296.78 C 289.37 289.21 289.99 290.03 289.19 289.86 290.00 299.24 289.92 290.06 289.60 2,99.84 D 289.63 289.47 290.15 290.29 289.50 290.18 290.32 289.44 290.12 290.26 290.27 289.75 E 307.12 306.96 307.75 307.96 306,93 307.72 307.93 306.99 307.78 307.99 307.24 308.19 F 318.04 317,98 318.67 318.91 317,91 319.70 319.84 317.85 318.64 319.78 31&88 318.13 G 317.72 317,56 318,35 318.50 317,53 318.32 318.47 317.59 318.38 318.53 317.95 318.35 RAMP SLOPE (%) / ❑I STANCE (FT) # 1 2 3 4 5 6 7 8 9 10 11 12 A 1.5% 4 7,5% 1.5% 3 9,20% 9,57% 8.91 1,5% 4,00% 5 7 B 1.5% 4 7.5% 1.5% 3 5,00% 9.60% 8.91 13% 4.00% 5 10 C 1.5% 4 73% 1.5% 3 8.40% 9.57% 9.24 1.5% 4.00% 5 7 ❑ 1.5% 4 7,5% 1.5°% 3 9,62°% 6,20°% 9.24 1,5% 4,00% 8 5 E 1.5% 4 7.5% 1.5% 3 6,20% 10.00% 13.68 1.5% 4,00% 5 12 F 1.5% 4 73% 1.5% 3 9.70% 5.60% 9.61 1,5% 4.00% 10 5 G 1.5/0 4 7 . 5 % 1.5% 3 8.40% 930% 10.02 1.5% 4.00% 5 8 9.09' FOR 6" CF 10 54' FOR r CF 36' MIN TRUNCA FED 1.5Z MAX DESIGN (2 00X YU CONST) 7.5X MAX DESIGN DOME pWLrL (8. 33X ABLY CONST) LANDING Romp 5 FT SLOPECj SLOPE NOT TO SCALE CURVE TABLE # ❑ R L T A 16°55'09' 2400,00' 708,71 357,95' B 5°18'49' 2400.00' 222,58' 111,37' C 2°17'46' 2400,00' 96,18' 48,10' D 7°36'36' 2384,00' 316,64' 158,55' E 3054'58' 2443.00' 166.98' 83.52' F 87°26'00' 35,00' 53,41' 33,47' G 89042'32' 35,00' 54,80' 34,82' H 0°49'34' 2443.00' 35,22' 17,61' I 9°31'41' 2400,00' 399,11' 200,02' J 9°32'47' 2416,00' 402,55' 201,74' K 9°32'47' 2357.00` 392,72` 1 196.81' TOTAL LENGTH 0 AC SAWCUT/REMOVE 4' 5' 5.00Z MAX SIDEWi9LK STREET SLOPE cR 1 Om MAX LIP - C0 NCK OF CURB / H \ > 1 AfAX DEIGN GUT SLOP RAMP CASE "A. ff NOT TO SCALE MIND NOTE. THE CONTRACTOR SHALL NOTIFY MR RUDY D14Z OF MWD WATER SYSTEMS OPERATIONS GROUP AT LEAST TWO WORKING DAYS (MONDAY THROUGH 7HURSDAY) PRIOR Ta STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES OR WITHIN MWD RIGHT-OF-WAY d (951) 710-5570 OR CELL (909) 573-5569. ENCROCHHMENT PERMIT IS REQUIRED CONSTRUCTION IV07ES o w mxr a50' AC. A4M ENT W7H SM Ca4T OMW 1.60- A9 (aASS 2) (U SWWF RIGMD) C T 0.Z A ENT ITH SEA COA 0.67' CLASS 2 AGGREGATE BASE (CLASS 2) 4 CONSTRUCT TYPE A-8 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 201 6 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400 AND 401 7 CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A AND PER DETAILS HEREON. 11 CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STANDARD NO. 300 (W&V PER PLAN) 1 GUTTER DEPRESSION, PER COUNTY OF RIVERSIDE STANDARD NO. 317, CASE C 1 CONSTRUCT CURB 7RANS177ON FROM B" CF TO 6" CF 1 CONSTRUCT DECOMPOSED GRANITE ESQUESTRIAN TRAIL PER COUNTY OF RIVERSIDE STANDARD NO. 405 8 SAWCUT AND REMOVE EXISTING PAVEMENT - STREET NAME SIGN & POST PER STRIPING PLAN CONSTRUCT U77LI77ES TRENCH (ONE SIDE) PER COUNTY OF RIVERSIDE STANDARD NO, 817 40' 0 40' ( I N FEET) 17320 Redhil$ Avenue BENCHMARK: MS 4391 (TRACT NO. 36730) I.P. No. 210018 o R 5 E Stine 350 RiV. CO. BSI ML-64-1971 DESCRIBED AS FOLLOWS: ;rvine, CA 92614 0.7 MILE SOUTHEAST ALONG LA SIERRA AVENUE COUNTY OF RIVERSIDE S C " " L F Z Voice, 949-251-8821 FROM THE INTERSECTION OF LA SIERRA AVENUE AND OFF -SITE STREET FAPROVEMENT PLANS VICTORIA AVE; 50 FEET WEST OF LA SIERRA AVE; 32 SCHEDULE W FEET NORTHWEST OF PP 1170716 5E; 2 FEET EAST EL SOBRANTE ROAD PLANNERS ENGINEERS SURVEYORS OF A MARKER POST. PREPARED UNDER THE SUPERVISION OF: RCE No. 5249E ELEV. 1002.039 NGVD29 STA. 57+00.00 TO STA. 64+50.00 OUTY SCALE' FOR: PULTE HOME COMPANY, LLC FILEN NO. EDWARD J. LENTH DATE H: AS SHOWN V: 1 2 0' SHT. 6 OF % SHTS. 971-DD I:\37634\IMPLANS`1Street\OFF-SIT5'\SIP-06.dwg 12/14/22 BEEN aim-- C__ �+�C�i SIC m - wam� = Q lonommOmm=Esmommomm MOPS M a� MEMO dm®� F � ©as ME 0992 BOOM