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971n_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) 955-6885 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1220, 1221. 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. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. 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. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 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. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING 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. 11. NOT APPLICABLE / NOT USED. 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO ,461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES (LAGERSTOEMIA INDICA 'MUSKOGEE', QUERCUS AGRIFOLIA, AND PISTACHIA 'RED PUSH'). 13. STREETLIGHTS 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 N0110E 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 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 NEED TO CONNECTED WITH A RCFC FACILITY AND ADD PERMIT # ON THE PLAN. LO o z z O �5 I„ Ili z w O U CC w J m Q U a w z z �i w w z = C? {� J a_ � O o O = 0 U W O z ~ Vi a wLLI m oQ Li 0 Od Of O or_ Q Q 21. N/A 22. FOR ALL. DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. 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. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: 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. 3 D_,>7AT AL TOLL � FREE 800-227-2600 LEAST M DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N OTE: 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. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA HIGHLAND GROVE STREET IMPROVEMENT PLANS CM 45.4 CFS QO= 4.5 CFS 11 l� 00 CD+0 NI LL Cr � I t2� LU I! I� FOR TRACT No. 36730-1 GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ] 1 inch = 100 ft. 1 EL 8/15/2023 RELOCATE S/W ON YOUNTVILLE CT DUE TO CONFLICT WITH LOT 7 SIDEYARD SLOPE ARIJ BY I DATE ENGINEER REVISIONS :1m INDEX MAP UTILITY NOTIFICATIONS: BEC 9/25/23 APPRI DATE COUNTY NOTE: THIS PROJECT IS BONDED AND TO BE INSPECTED BY CONSTRUCTION INSPECTION DIVISION SEAL - ENGINEER F E S S /�Nq No. 052496 m Exp. 12-31-22 14 �'1 CA0 F Q � � a 0 chi EL SOBRANTEQ �a LAKE I�C MATH EWS ABBREVIATIONS AND LEGEND: PROP. PROPOSED EXIST. EXISTING CL. i 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 PROPOSED ELEVATION LT LEFT RT RIGHT FH FIRE HYDRANT ❑X CURB RAMP # (CASE A) R1 CURB RAMP NUMBER (CASE D) UNDERGROUND UTILITY NOTES: VICINITY MAP N.T.S. SEC. 31, T.3S, R,5W, S.B.B.&M 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 (N) NORTH RP RADIUS POINT (S,E) SOUTH, EAST W.V. WATER VALVE DIRECTION OF FLOW STREET NAME SIGN PROP. STREET LIGHTS BOUNDARY - CENTER LINE - CROSS GUTTER FLOW LINE - - - - - - FUTURE/EXISITNG IMPROVEMENTS SLOPC 2:1 MAX. V�E1.4W OVERFLOW 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 OF VERIFYING THE LOCATION AND PROTECTING ALL SUBSTRUCTURES. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND MAKE NECESSARY ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO BEGINNING OF CONSTRUCTION. 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 UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK, BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (CCS83) ZONE 6, BASED LOCALLY ON CONTROL STATIONS "MATH", "MLFP" AND 1p NOW NAD 83 (NSRS2011) EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 1.00000266 CALCULATIONS ARE MADE AT THE SOUTHEAST CORNER OF SECTION 31, T3S, R5W, WITH COORDINATES OF: N=2,257,911.64, E=6,201,977.31. SOILS ENGINEER: APPLICANT 1 DEVELOPER: PETRA GEOSCIENCES, INC. 28358 CONSTELLATION ROAD, UNIT 680 27401 LOS ALTOS, SUITE 400 VALENCIA, CA. 91355 p MISSION VIEJO, CA 92691 (661) 255--5790 `� L� 949-330-8537 SHEET INDEX: 1 TITLE SHEET. INDEX MAP, ABBREVIATIONS, LEGEND AND GENERAL NOTES 2 CONSTRUCTION NOTES, ESTIMATE OF QUANTITIES, STREET SECTIONS AND DETAILS WATER WESTERN MUNICIPAL WATER DISTRICT (951) 789-5000 3 YOUNTVILLE COURT STA. 10+57.01 TO STA, 16+07.30 SEWER WESTERN MUNICIPAL WATER DISTRICT (951) 789-5000 4 ANDERSON VALLEY COURT STA. 10+00.00 TO STA. 11+69.41 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY (951)928-8234 BLUSH COURT (NORTH) STA. 10+00.00 TO STA. 14+34.51 GAS SOUTHERN CALIFORNIA GAS COMPANY (951)335-7674 5 BLUSH COURT (SOUTH, EAST) STA. 10+21.93 8C TO STA. 16+85.49 TELEPHONE VERIZON COMMUNICATIONS (800)483-3000 CABLE T.V. ADELPHIA CABLE 951798-3588 6 BIG VALLEY COURT (NORTH) STA. 9+77.95 BC TO STA. 13+13.83 SOLID WASTE WASTE MANAGEMENT 951 242-0421 RUSSIAN RIVER DRIVE STA. 10+00.00 TO STA. 12+73.67 17320 Redhill Avenue BENCHMARK: M 0 R S E suite 350 RIV. CO. BM ML-84-1971 DESCRIBED AS FOLLOWS: Irvine, CA 92614 0.7 MILE SOUTHEAST ALONG LA SIERRA AVENUE S C H U L T Z FROM THE INTERSECTION OF LA SIERRA AVENUE AND Voice: 949-251 -B21 VICTORIA AVE; 50 FEET WEST OF LA SIERRA AVE; 32 FEET NORTHWEST OF PP #170716 SE; 2 FEET EAST PLANNERS ENGINEERS SURVEYORS OF A MARKER POST. PREPP D UNDER THE SUPERVISION OF: RCE No. 52496 ELEv: 1002.039 NGVD29 _ 2 23 2ov SCALE: EDWAR�NTH DATE H: AS SHOWN V: 7 BIG VALLEY COURT (SOUTH, EAST) STA.10+25.20 EC TO STA. 14+40.7 TRACT NO. 36730-1 I.P. NO. 210136 COUNTY OF RIVERSIDE SCHEDULE "A" SHT. 1 STREET IMPROVEMENT PLANS TITLE SHEET OF-7 SHTS. FOR: PULTE HOMES, LLC. COUNTY FILE NO, 971 N 1;\69510\ENGINEER] NG\Plans\Street\TR 36730-1\69510-SIP--01,dwg 3/22/22 NOTE: (a} SIDEWALK LOCATION VARIES. (b) 9 FEET FROM FLOWLINE TO FRONT OF SIDEWALK. (c) 1.5 FEET FROM FLOWLINE TO BASE OF STREET LIGHT. (SEE STD'S 1000 & 1001) (d) STREET LIGHT FOUNDATION (SEE STANDARD NO. 1000 OR 1001 FOR RESIDENTIAL AND ARTERIAL LIGHTING DETAILS). (e) V FROM FLOW LINE TO BACK OF JOINT UTILITY TRENCH. ADJUST TRENCH TO AVOID CONFLICTS. 0 Ld Z 0 N v) N H Q 0 RIW IV I RM SOUTH SIDE OR WEST SIDE 5' 4' ` -_ $ 4.0' IDTH (5? VARIES: 10' TO 21' NORMAL MIN. gSEE SHEET 2 7' STREET i LIGHTlam ( 1 I VALVE 3 BOX NORTH SIDE OR EAST SIDE R/W PARKWAY WIDTH VARIES:10' TO 21' ' 6' SEE SHEET 2 ' i I I , i ;-jGARIsIIsslo , STREET ' LIGHT RN1l I $' PARKWAY - B BACK EDGE CURB - FL RIW 21 (s� OF JOINT VARIES VARIES 5' UTILITY I 0' -15' , FIRE HYDRANT. VARIES k ' TRENCH a VARIES (LOCATE FIRE HY- 6' a zo�DRANT IN ACCOR- 18 e , �7 DANCE WITH ST©. NO. °°rf, ' 18A 400 AND STD. NO.701 U STREET -`I LIGHT t (� SECTION 2:1 MAX. SLOPE R/W STREET LIGHT _ MEANDERING SIDEWALK " e} (d) PLAN 211 PARKWAY 1 5' 6"CF CURB & GUTTER 7 0' - 15' PARKWAY UNDERGROUND UTILITY LOCATION DETAILS PER COUNTY OF RIVERSIDE STANDARD No. 817 NTS 35' 5' 20' 6"CF CURB ONLY 0.25' AC PAVEME -\ OVER 0.67' AB * 2% r CL 170' 35' 1 ' 20' ME IAN6"CF CURB 559 ONLY 0.25' AC PAVEMENT* OVER 0.67' A 2% R-25 Ti-&5 PROPOSED 'YOUNTVILLE COURT (ENTRY) (PRIVATE / H.O.A. MAINTAINED) NOT TO SCALE STD. #105 04 CURB RAMP TABLE N 0 o z N O7 TEE RAMP TABLE aCD It �7_ co Z R/W 5' 5' DIS�EW 1' 2' 2% 1 - 6" CF CURB & GUTTER NOTES: 1. LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES MUST BE PROVIDED BY THE SUBDIVIDER, AND SHOWN ON ANY PLANS SUBMITTED TO THE TRANSPORTATION DEPARTMENT FOR APPROVAL. 2. CHANGES MAY BE PERMITTED BY THE DIRECTOR OF TRANSPORTATION IN CASES OF CONFLICTING FACILITIES. 3. CONFLICTS BETWEEN UTILITY COMPANY FACILITIES, EXISTING AND PROPOSED, MUST BE MUTUALLY RESOLVED BY THE UTILITY COMPANIES. 4. ABOVE -GROUND FACILITIES SHALL BE LOCATED BEHIND SIDEWALK. 5. FOR TREE INSTALLATION ON LOCAL STREETS, TREES SHALL BE LOCATED 2 FEET OUTSIDE 2:1 MAX OF RNV WHEN SIDEWALK IS ADJACENT TO CURB. SLOPE VARIES VARIES MIN i NOTE: SEE PLANS 6 -g REC.0 & G NON-STANDARD STORM DRAIN TO WATER i 2' WATER CENTERLINE OFF -SET IS DONE TO MAIN IN SEWER 2.5' ACCOMMODATE ALL PROPOSED [ MAIN NORMAL MIN. UTILITIES IN STREET AREA. STORM LOW FLOW S.5' 2.5' MIN. COVE� DRAIN DRAIN MIN. AVER FACILITIES DEPTH VARIES TYPICAL SECTION NOT TO SCALE 4. 0' MIN. 1 36' MIN 1.5X MAX DESIGN TRUNCATED (2.00X MAX CONST) 75X , DOME PANEL 4' D LANDING SLOPE (8 33Z �4.Y C NST 9 X �Q4A/P SLOPE J 5.0% B PE STREET 0 C - I ,1X - SEC71101V All -All 0"'UP 2:1 MAX. SLOPE n U w N A' H CURB RAMP 4)MODIFIED CURB RAMP CASE A PER CO. STD. N0. 403 (NTS) L e R/W 10' 5' 5' 1� IDEWALK 2' CL 56' R/W 28' 28' 18' 18, 10, �6"CF CURB & 6"CF CURB & 5' 5' GUTTER GUTTER SIDEWAL 1' 0.25' AC PAVEMENT 2 2% OVER 0.67' AB 2% 2% 1 2:1 MAX. SLOPE R-25 * Ti-W PROPOSED STREETS 'YOUNTALLE COURT', 'ANDERSON VALLEY COURT, 'BLUSH COURT (NORTH)', 'BLUSH COURT (SOUTH, EAST)', 'BIG VALLEY COURT (NORTH), 'BIG VALLEY COURT (SOUTH, EAST) AND 'RUSSIAN RIVER DRIVE', (PRIVATE / H.O.A. MAINTAINED) NOT TO SCALE STD. #103 CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES: 10 CONSTRUCT 0.25' A.C. PAVEMENT WITH SEAL COAT OVER 121.528 SF (121.528 2,205 TONS 0.67' CLASS 2 AGGREGATE BASE (CLASS 2) SF� 3,016 C.Y. 2 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200 5,813 L.F. 3 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400 AND 401 28,347 S.F. 4 CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 4031 6 EA. CASE A AND PER DETAILS HEREON 05 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (WIDTH PER PLAN) PER COUNTY OF RIVERSIDE STANDARD 6,650 S.F. NO. 213 © CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209 2,426 S.F. O7 CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 3 EA. 403, CASE D AND PER DETAILS HEREON 8 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STANDARD NO. 300 (W&V PER PLAN) 5 EA. 9 CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STANDARD NO. 311, CASE B 5 EA. 10 CONSTRUCT 6" TYPE D CURB PER COUNTY OF RIVERSIDE STANDARD NO. 204 235 L.F. 11 CONSTRUCT UTILITIES TRENCH (BOTH SIDES) PER COUNTY OF RIVERSIDE STANDARD NO. 817- 5,986 L.F. ADVISORY NOTE: v PER SIGNING AND STRIPING PLAN STREET A 10 B 17 3 C 8 9 D G 2 4 J F 5 1 K 11 6 E 1 H 12 7 L 13 15 M 14 N 16 RAMP # INTERSECTIONS EL. % EL. FT % EL. FT % EL. EL. FT % EL. EL. % EL. EL. FT % EL % EL. FT % EL. FT % EL. FT EL. °10 YOUNTVILLE CT. & ANDERSON VALLEY CT A 1,297.02 4.50 1,296.84 7.90 6.33 1,297.34 5.00 1.50 1,297.42 1,297.45 4.00 1.50 1,297.39 1,297.37 1.50 1,297.31 1,297.46 8.88 6.64 1,296.87 1.50 1,296.81 8.88 4.62 1,297.22 9.50 4.79 1,297.90 9.50 1,297.30 0.90 YOUNTVILLE CT. & ANDERSON VALLEY CT B 1,297.45 4.50 1,297.27 7.90 6.33 1,297.77 5.00 1.50 1,297.85 1,297.88 4.00 1.50 1,297.82 1,297.80 1.50 1,297.74 1,297.86 8.89 6.30 1,297.30 1.50 1,297.24 8.89 6.07 1,297.78 9.50 3.42 1,298.20 9.50 1,298.00 -1.95 RI RUSSIAN RIVER DR. &BLUSH COURT C 1,301.56 4.50 1,301.38 7.90 6.33 :1,310188 5.00 1.50 1,301.96 1,301.93 4.00 1.50 1,301.99 1,301.85 1.50 1,301.91 1,301.78 5.00 8.60 1,301.35 1.50 1,301.41 7.21 8.04 1,301.99 8.00 -1.06 1,301.84 8.00 1,302.36 -4.69 RUSSIAN RIVER DR. & BLUSH COURT (SE) D 1,301.86 1.00 1,301.82 7.90 6.33 1,302.32 5.00 1.50 1,302.40 1,302.37 4.00 1.50 1,302.43 1,302.29 1.50 1,302.35 1,302.34 7.21 7.63 1,301.79 1.50 1,301.85 7.21 6.93 1,302.35 8.00 2.94 1,302.60 8.00 1,302.62 -2.44 RUSSIAN RIVER DR. &BIG VALLEY CT (SE) E 1,303.47 4.50 1,303.29 7.90 6.33 1,303.79 5.00 1.50 1,303.87 1,303.90 4.00 1.50 1,303.84 1,303.82 1.50 1,303.76 1,303.89 7.80 7.31 1,303.32 1.50 1,303.26 7.81 5.12 1,303.66 8.61 3.54 1,304.20 8.61 1,303.80 0.41 RUSSIAN RIVER DR. & BIG VALLEY CT (SE) F 1,303.75 4.50 1,303.57 7.90 6.33 1,304.07 5.00 1.50 1,304.15 1,304.18 4.00 1.50 1,304.12 1,304.10 1.50 1,304.04 1,304.33 9.84 8.03 1,303.54 1.50 1,303.60 7.82 6.01 1,304.07 8.61 5.17 1,304.62 8.61 1,304.20 -0.99 N 0 w O 0 w J m 0 J 0- w Q Ld Z H STREET A 10 B N O 9 C E F 13 3 G H D 8 1 1 M 14 5 K J 2 4 6 7 12 11 RAMP # L EL. ( ) INTERSECTIONS (EL.) (%) (EL.) (EL.) (EL.) (%) (EL.) (EL.) (EL.) (FT) (%) (EL.) (EL.) (EL.) (FT) (%) (EL.) (EL.) (FT) (%) (EL.) (EL.) (FT) (FT) (%) (%) (FT) (Y/N) YOUNTVILLE CT. & ANDERSON VALLEY CT R1 1,296.96 4.50 1,296.78 1,296.76 1,296.81 1.50 1,296.93 1,297.42 1,297.50 8.00 6.75 1,296.96 1,297.29 1,296.88 5.00 1.00 1,296.83 1,296.91 1,297.24 8.00 6.75 1,297.45 1,297.37 5.00 5.00 1.50 1.50 3.00 N RUSSIAN RIVER DR. & BLUSH R2 1,301.94 4.50 1,301.76 1,301.79 1,301.74 1.50 1,301.91 1,302.35 1,302.43 8.00 6.75 1,301.89 1,302.22 1,301.81 5.00 1.00 1,301.86 1,301.94 1,302.27 8.00 6.75 1,302.48 1,302.40 5.00 5.00 1.50 1.50 3.00 N COURT (SE) RUSSIAN RIVER DR. & BIG VALLEY CT (SE) R3 1,303.92 4.50 1,303.74 1,303.72 1,303.77 1.50 1,303.89 1,304.38 1,304.46 8.00 6.75 1,303.92 1,304.25 1,303.84 5.00 1.00 1,303.79 1,303.87 1,304.20 8.00 6.75 1,304.41 1,304.33 5.00 5.00 1.50 1.50 3.00 N z Ld LLI H 0 2 -Z C� Q N J LLI �2 O U U NOTE: LU O WORK CONTAINED WITHIN THESE PLANS SHALL ~ NOT COMMENCE UNTIL AN ENCROACHMENT 0 Z w Q V PERMIT AND/OR A GRADING PERMIT HAS BEEN v m v DIAL TOLL FREE ISSUED. 0 >O -800-227-2600 THE PRIVATE PLANS IS ER SIGNING EACCEPTABILITY EACCU 0 0 0 O 1 °LLJ AT LEAST TWO DAYS OF TSE FOR ASSURING THE ACCURACY AND HE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING U 0 AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE Q z BEFORE YOU DIG PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AR BY DATE L AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR ENGINEER UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA APPROVAL BY THE COUNTY. REVISIONS APPRI DATE COUNTY SEAL - ENGINEER �OFESSl QpN9 �c� p J. GO �-D No. 052496 m d Exp. 12-31-22 *J'�,9T OV 11- F (OF CAL\F 80* STREET NAME ST.STA. PER PLAN A RAMP 1 X N O E D I J N':N C C L _F H/8 fT \M K 11JI FT 1141 FT TEE RAMP MODIFIED CURB RAMP CASE B PER CO. STD. NO. 403 (NTS) 10' PARKWAY _I 5' SIDEWALK 38" MIN TRUNCATED DOME PANEL 40 C 12 FT 1.5X MAX. DESIGN B 5.II STREET SLOPE (2.0X MAX. CONST.) RAMP SLOPE BENCHMARK: . MORSE 17320RedhillAvenue Suite 350 RIV. CO. BM ML-84-1971 DESCRIBED AS FOLLOWS: Irvine, CA 92614 0.7 MILE SOUTHEAST ALONG LA SIERRA AVENUE • S C H U L T Z Voice:949-251-8821 FROM THE INTERSECTION OF LA SIERRA AVENUE AND VICTORIA AVE; 50 FEET WEST OF LA SIERRA AVE; 32 FEET NORTHWEST OF PP #170716 SE; 2 FEET EAST PLANNERS ENGINEERS SURVEYORS OF A MARKER POST. PREPARED UNDER THE SUPERVISION OF: RICE No. 52496 ELEV. 1002.039 NGVD29 2 23 2o22 SCALE: EDWARD J. LENTH DATE H: AS SHOWN V: aEC77ON 9*-So UP AT fZ A TRACT NO. 36730-1 I.P. No. 210136 COUNTY OF RIVERSIDE SCHEDULE "A" SHT• 2 STREET IMPROVEMENT PLANS CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES, of 7 SHTS. STREET SECTION AND DETAILS COUNTY FOR: PULTE HOMES, LLC. 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