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964xx_sppGENERAL NOTES: IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORVIA 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT STREET & DRAINAGE IMPROVEMENT PLAN OF WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE rmat-vIVSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY 8E REQUIRED. TRACT No. 36825 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF _ CONSTRUCTION. PHONE.• (951) 955-6885 FOR PARCEL MAPS AND TRACT MAPS. _ 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1221, 1222, 1220. 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 RIGHT OF WAY. PRIOR TO ROAD CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE POINTS, 0 500 1500 PROPERTY CORNERS, AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY SURVEYOR PURSUANT TO SEC. 8771 OF THE BUSINESS AND 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 � 250 1000 2000 IMPROVEMENTS. SCALE. 1 " W 500' 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 INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD N0. 206 APN: AND/OR NO. 207, AS DIRECTED IN THE FIELD. APN: APN: APN: Aft APN: APN: APN-- APN: 283-240-019 283- 283- 283- 283- 283- 283- 283- 283- 230- 230- 230- 230- 230- 230- 230- 230- � 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, OO 1 OO7 OOg 011 013 017 022 023 TRACT BOUNDARY GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING 1 PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY TIME COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE INSPECTION SECTION OR PERMIT SECTION FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN 22 ENCROACHMENT PERMIT TRACT BOUNDARY �► 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. 1 /L (TYP) -A � 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT 1 10 SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD, 23 2 6 7 RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS 20 21 SHE TE 11. PRIME COAT IS REQUIRED PRIOR 7O PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 11T. - RAILWOOD 9 Ina. a.nenre 12. INSTALL STREET TREES IN ACCORDANCE WITH THE ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES (STRAWBERRY TREE, AUSTRALIAN WILLOW, CRAPE MYRTLE) LOUR T Aiii13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 9 t APN:' .... 7R. 36643 14. A5 DETERMINED BY THE TRANSPORTATION DIRECTOR THE DEVELOPER I5 RESPONSIBLE AS A MINIM _.- ...--..-..-.. - UM FOR ROAD IMPROVEMENTS TO = g -�ti7 -�450 AN MAY BE REQUIRED TO RECONSTRUCT EXIS77NG PAVEMENT INCLUDING CENTERLINE, D Q BAST, AND MATCHING OVERLAY REQUIRED TO ........ A1t8454/69.:..77 o,.m^ . MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX ; .:...' � � � � K xa STURAi A IN LINIw TR.3E93 .:. ;.. .. APN:.: O-DID-US:. a290 SEE SHE 8 & 9 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL 7R.36593 6 - 28 M6454 6 UNDROP t s / £S, ::;:: S STREETS WITHOUT SEPARATE LANDSCAPE PLANS ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON - a DRIVE ALL OTHER STREETS SHALL REQUIRE SEPARATE' LANDSCAPE' PLANS. ALL LANDSCAPE ENCROACHMENTS SHALLRIVERSIDE � CONFORM 70 COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES DATED OCTOBER 2009. 4 :. SH TORM DRAT LINE F 16. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS SET: SHEET 1❑ s.� APN: NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTA77ON ...: 290-070-050 �X1STlNG ; TR, ; 36�.�, DEPARTMENT. _,.: ..,::>.:::.: -: � :..-...:: - . n B454/69-77�. 7. 4 N. 17A. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES PERMIT - ( ) 290 080-055 A-PN: OWNERS/DEVELOPERS ARE REQUIRED 7O FILE A NOTICE OF INTENT (NO!) WITH THE STATE WATER RESOURCES CONTROL BOARD .. .• M1451/29-63 (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN(SWPPP) AND MONITORING PLAN FOR THE SITE , 250�-LSD-ti4:1 TR:3Sfi43 ., I Z 6. PRIOR TO ANY CONSTRUCTION THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOI WITH A VALID WDlD NUMBER. 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKING 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. STREET CONSTRUCTION NOTES & QUANTITY ESTIMATE 19. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE THE QUANTITIES SHOWN BELOW ARE FOR BONDING INFORMATION ONLY. THE CONTRACTOR IS TO CONSTRUCT PROJECT PER PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNC17ONAL AND ACCEPTABLE AS DIRECTED BY THE THESE PLANS AND SUBMIT CON " TRANSPIRATION DEPARTMENT. 1 0.71 AC: 1,371 TONS 20. FOR ALL DRIVEWAY RECONSTRUC77❑N BEYOND RIGHT-OF-WAY, PROOF OF THE DRIVEWAY OWNER N017FICATION 1S REQUIRED PRIOR TO 0 CONSTRUCT 0.25 AC 0 1 AB (CLASS 2) AB: 1,4197- CY CONSTRUCTION. 1,998 10' - 5' 6' 2-00% MAX 6 c UTILITY TRENCH PER SOCAL EDISON FA, UTILITY TRENCH J PER SOCAL EDISON RW{WEST} 1' 1'l _ 8' ,y', 6' UCONSTRUCT TYPE 6 CUR 2.00X MAX STORM DRAINAGE CONSTRUCTION NOTES & QUANTITY ESTIMATE SHEET 16 ---- I3 CONSTRUCT 10' CROSS GUTTER &SPANDREL PER RIVERSIDE COUNTY STANDARD NO. 209 14,963 SF THE QUANTITIES SHOWN BELOW ARE FOR BONDING INFORMATION ONLY. THE CONTRACTOR IS TO CONSTRUCT PROJECT PER THESE PLANS AND SUBMIT CONSTRUCTION BID BASED ON THEIR OWN QUANTITY 'TAKE OFF". 0 INSTALL 18" RCP, D-LOAD PER PROFILE 444 LF 4 SAWCUT & JOIN PER DETAIL ON SHEET 16 120 SF INTERCEP77ON SWALE WHERE OCCURS 5 CONSTRUCT MODIFIED CURB RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A, SEE DETAIL ON SHEET 16 29 EA TRAIL 4" DEC. GRANITE 0 INSTALL 24" RCP, D--LOAD PER PROFILE 1,363 LF ❑3 INSTALL 36" RCP, D-LOAD PER PROFILE 1,064 LF (D CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, WIDTH PER PLAN. 26,285 SF UTILITY TRENCH PER SOCAL EDISON CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. 213 (SEE GRADING PLAN 15 ESA r4 CONSTRUCT CONCRETE COLLAR PER R.C.F.0 & W.C.D STANDARD DWG. NO. M803 5 EA `D FOR FINAL LOCATION) Q ❑ F5 CONSTRUCT TRANS1770N STRUCTURE NO. 3 PER R. C. F. C & W. C. D STANDARD DWG. NO. TS303 3 EA CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311, CASE B 7 EA RW{WEST) q 6 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. MH252 4 REMOVE EXISTING STREET BARRICADE 147 LF w CC Q CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STANDARD DWG. N0. MN254 2 EA 10 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. 1220 & 1221 13 EA 16' 6 EA 11 CONSTRUCT ADA ACCESS RAMP PER RIVERSIDE COUNTY STANDARD NO. 403 CASE D, SEE DETAIL ON 5 EA ® CONSTRUCT JUNCTION STRUCTURE NO. •2 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. JS227 SHEET 15 V3 7 EA 12 CONSTRUCT 6" CURB ONLY PER DETAIL ON SHEET" 16 521 LF �y ® CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. MH251 ' 9 - 1 ' 8' 1 2.00% MAX z4k� 0 1 D INSTALL CATCH BASIN PER RIVERSIDE COUNTY STANDARD ND. 3Co (Y & W PER PROFILE} i 3 13 INSTALL BARRICADE PER RIVERSIDE COUNTY STD. NO. 810 474 LF M QU 11 REMOVE BULKHEAD AND CONNECT TO EXISTING PIPE s 14 CONSTRUCT 0.33' AC OVER 0.83' AB (CLASS 2} AC: 3,989 TONS AB: 5,161 CY TRAIL 4 °DEC. GRANITE LLd a7 Q 12 INSTALL CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STANDARD DRAWING NO. M816 7 EA 15 CONSTRUCT 4" THICK DECOMPOSED GRANITE PASEO, WIDTH PER PLAN 26,581 SF CL 13 CONSTRUCT COMBINATION THEFT CATCH BASIN N0. 2 PER COUNTY OF RIVERSIDE STANDARD NO. 302 2EA C R T G EP 1 N PER RIVERSI E COUNTY STANDARD ND. 312, CASE B 1 EA 14 INSTALL 24'° CORRUGATED HOPE PIPE 92 LF 17 UPDATE LOCATION OF CURB CONSTRUCT CURB OUTLET PER RIVERSIDE COUNTY STD. N0. 308 OUTLETS 2 EA UTILITY TRENCH - PER SOCAL EDISON 15 CONSTRUCT 6" THICK, CLASS 'A' CONCRETE 283 SF 18 CONSTRUGr PCC PASEO 1NTL�RCEPT7ON SWALE PER DETAIL, SEE SHEET 1 1 L c� 16 CONSTRUCT CUT-OFF WALL 1' THICK X 5' DEEP PER "CUT OFF" WALL DETAIL ON SHEET 80 MONUMENT NOTE: SAILS REPORT W F� 17 INSTALL. CB11O PER R.C.F.C. STD. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTAPON AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR 1 DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MDNUMENTATION BY PRELIMINARY R-VALUE= 30 � A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER PER ADVANCE GEOTECHNICAL SOLUTIONS, w 18 CONSTRUCT ADS N-12 DUAL WALL HDPE PIPE 2 EA RECORD OF SURVEY, AS APPROPRIATE SHALL BE FILLED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER p AS REQUIRED BY THE LAND SURVEYORS ACT. SEAL -ENGINEER a ~ NarE.. WORK CONTAINED WITHIN THESE PLANS E$$ j Q 0 SHALL NOT COMMENCE UNTIL AN ,ter ENCROACHMENT PERMIT AND/OR A ❑ -; GRADING PERMIT HAS BEEN ISSUED. NO. 75731 U The private engineer signing These plans is responsbk for assuring the 0 JS 3-2021 AS -BUILT * EXP. B- 30-20 Q Q �� accuracy and occepfa6,#ty of the design hereon. In the event of discrepancies arising after county oppraml Or dunng constructor, the pr7vate engineer shall MARK BY DATE APPR DATE C1vltv. t �l be restmnsible for determining on acceptable solution and revising the plans REVISIONS � � d far DESI �V � approval by The county. ENGINEER COUNTY BASIS OF BEARING 2.00% INDEX OF SHEETS: SHEET NO. (S) DESCRIPTION SHEET NO. 1........................... TITLE SHEET SHEET NO. 2-3.............. . !A SHEET NO. 4......................... N R P R. P N A R L SHEET NO. 5................. eRSTIV li ^r PLAN AND PROFILE TRAILWOOD CT. SHEET NO. 6--7...................PHOEBE DRIVE PLAN AND PROFILE SHEET NO. 8-9................. ❑ M IN L11 D LA E L P A R LE SHEET NO. 10........................S R IN A R4 S N N P DF7Lf SHEET NO. i 1....................... STORM DRAIN LINE B PLAN AND PROFILE SHEET NO. 12...................... STORM DRAIN LATERALS B-1, B-2, B-3 AND B-4 PLAN AND PROFILE SHEET" NO. 13.......................STORM DRAIN LATERALS B-5, B-6, B-7 PLAN AND PROFILE SHEET NO. 14--16................. CURB RETURN DETAILS SHEET NO. 17......... ........ _._STORM DRAIN LINE-B INLET OC RW I 6' 16, 00% . 1 3/8' (SPHALT UP SF SUNDROP D VE/SI& NOT QOUNTY ti PER RIPE . , a . ... ... , . (EN R=3 , L =5. IL 0.25' A OVER6.50' AB(CLASS 2) N.T.S. 0.71 16' 2. 3/8" ASPHALT T DR. . (ENHANCED LOCAL STREET) 0.25' AC AB(CLASS 2) 0.71 N.T.S. 76' 20' 5' 1 5' 2� X OWNER/APPLICANT FORESTAR TOSCANA DEVELOPMENT COMPANY, LLC 4590 MACARTHUR BLVD., SUITE 600 NEWPORT BEACH, CA 92660 (949) 748-6714 ENGINEER ADKAN ENGINEERS 6879 AIRPORT DRIVE RIVERSIDE, CA 92504 TEL: (951) 688--0241 FAX: (951) 688-0599 BMP MAINTENANCE NOTE: THE STORM WATER BMP'S THAT TREAT THE STORM RUNOFF FOR THIS TRACT ARE LOCATED OFFSITE AND ARE BEING GRADED AND CONSTRUCTED AS A PART OF THE BACKBONE PLAN, TRACT 36643, FOR THIS PROJECT UNDER A SEPARATE PERMIT (BGR140212, IPJ 140083). THE MAINTENANCE AND L&LMD AGREEMENTS WILL BE PREPARED AS A PART OF THE ABOVE REFERENCED PERMIT PROCESS. INSPECTION NOTE: THIS PROJECT IS BONDED AND TO BE INSPECTED BY CONSTRUCTION INSPECTION DIVISION. LEGEND \_ � V ABBREM77ONS/SYMBOLS DESCRIPTION UTILITY TRENCH BCR BEGIN CURB RETURN VERY CT. ER SOCAL EDISON 1 Q ECR END CURB RETURN LT. LEFT LHOEBEDR. NORTH R7 RIGHT CH HILL DRIVE TC TOP OF CURB FL FLOW ONE PCC POINT OF COMPOUND CURVE RW vc VERTICAL CURVE PI POINT OF INTERSECTION CB CATCH BASIN 10' AC ASPHALTIC CONCRETE 5' 5k HOA HOME OWNER'S ASSOCIATION 6' t DOM. WTR. DOMESTIC WATER 2. C3O� MAX � SWR W SEWER .y wrR. SERV, WATER SERVICE ... SWR. LAT. SEWER LATERAL PROP. PROPOSED ELEV: ELEVATION UTILITY TRENCH PER SOCAL EDISON STA. STATION CL CENTERLINE EC END OF CURVE BC BEGINNING OF CURVE DIRECTION OF FLOW STREET LIGHT 0 2.00% 1 1 2 3/8" ASPHALT LIP 3/8" ASPHALT LIP- TEMESCAL HILLS DRIVE & PHOEBE DRIVE NOT COUNTY MAINTAINED (PRIVATE) PER RIVERSIDE COUNTY STD. DWC. No. 103 (COLLECTOR STREET) R=30, T.L=7.0 0.33' AC OVER 0.83' AB(CLASS 2) N. r S. 20' 2.00% 16 Q�OFESS/ONgI 5' S' �P p D A I L R�q (yam MAX NO. 80614 `n 1 03-31-23 fP Civil. 9 11F CAL\F 6 AS -BUILT PLANS DATE 10-24-22 SIGNATURE , UTILITY TRENCH PER SOCAL EDISON RW(EAST} 16' 6' 5' 5' 2.00% MAX , 3/8" ASPHALT LIP 3/8" ASPHALT LIP 6 2 PHOEBE DRIVE UTILITY TRENCH NOT COUNTY MAINTAINED (PRIVATE) PER SOCAL EDISON PER RIVERSIDE COUNTY STD. DWG. No. 103 (COLLECTOR STREET) APPROVED AS -BUILT R=30, Tl.=7.0 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 0.33 AC OVER 0.83' AB(CLASS 2) N.T.S. Date: 9i5i2023 gy: NOTE: SECTION 11 T. 55 R. 6W 0 sir CEMEX e<< S� Z MINES SYCAMORE ��C o as CREEK y 15 C�k c� � 'pD WERNER MINES .T.S VICINITY MAP an.313 Ur ❑tnrrHYLI rJ rvurrrn at[ IRRV Lunt Ur -)AIU attAJVlV +J THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY INC TAKEN AS NORTH 89'06'58" WEST, AS SHOWN BY TRACT MAP ALL WATER QUALITY DEVICES MAINTAINED BY HOA. SEWER ARE PER TRµ-36825 SEWER AND WATER PLANS, 30440-1 PER M.B. 406130-32, RECORDS OF RIVERSIDE COUNTY, ALL STREETS & ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE GOVERNED AND MAINTAINED BY TEMESCAL VALLEY WATER CALIFORNIA DATED: NOVEMBER 8, 2013 NOTED. DISTRICT. PL'"' 7 t A 77 PlDDX5558 TRACT NO. 36825 I.P. NO 170020 SHEET NO. Sri 71 170 FEET SOUTH OF THE SOUT BEST CORNER OF COLDW47ER E N G I iv E IE 14 "�" BRIDGE 97 FEET WEsr OF THE WEST EDGE OF COUNTY OF RIVERSIDE ' CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY SCHEDULE 'A" C�fwff _%#-mying lWamirw FENCE THE BENCH M4M< IS A CAUFORN14 DIVISION OF 6879 Airport Dr;v Rig id.4 CA 92504 HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STREET & DRAINAGE IMPROVEMENT Tel:{951 } 688 02 688-0599 STAMPED---..BM--7] A-77-----.- 6 .tr. IV DF ■ SHTS JayANdan ACE n;?,fI Date: ELEV.: 1058.40 (NAVD88) FOR: W.O. COUNTY SCALE. IN FORESTAR 873s FILE N❑. 964-XX GNED BY: RA DRAWN BY: RA CHECKED BY: RDR H. V. AS NOTED • TOSCANA, LLC U. \Projects \FOREMOST COMMUNITIES\8736\Engineering Phase 2\Tract 36825\Street lmprovements\4-04-2018-PLAN-A&8\36825-S7 O1.dsvg 6,2+00 W � o 0 Q c" � o o � Q � % ❑ C] �w J m w c� W U w � � Q � 4 OO I � � V Q Lf} LLJ ❑ CL CL RIGHT 63+00 64+00 02=111 65+00 ��IlR7�ri�L[I DRAIN LOT " �J TR. 36643 P L ko LOT s LOT 4 +� o ¢ P/L C L INTERSECTION STA 64+38.08 TEMESCAL HILLS DRIVE STA 44+ 18.30 TERRAMOR DR TEMESCAL HILLS DRIVE 0 40 120 I MOM 20 80 160 SCALE: 1" = 40' NOTE,• WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN fm ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible fur- assuring the 0 JS 3-2021 AS -BUILT rmwc�Il i�'� accuracy and acceptability of the design hereon. In the event of discrepancies wh b�w ■ arising after county approval or dunng canstructm the Private engineer shall MARK BY DATE YW�� be spansiblefar defermihg an acceptable solution and revising the plans Callfor approval bythe caun ENGINEER r+ 66+00 M u 67+00 EX. SD LINE C PER TR 36643 RCFC&WCD PLANS r-EX_ sn I AT A-.99 REVISIONS P/L LOT 4 =1 WWF loom 68+00 X. SD LINE A PER TR. 36643 RCFC&WCD bl nAri` 1_0 DESIGN SPEED = 35 69+00 HOR1Z:1 "=40' VERT.1 "4' SCALE 70+00 I tl1 n Irm � =v hV -4a X o 1w v LINE TA BLE LINE DISTANCE BEARING L l 19.00' N85'55'34"E L2 27.60' N86'53'30';E L3 43.98' S3'04 26 E CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C] 54.77' 35.00' 89'39'07" 34.79' C2 54.54' 35.00' 89 26'38" 34.65' C3 98.79' 632.00' 8'57'20" 49.49' C4 83.21' 587.25' 8'07'06" 41.67' C5 180.56' 632.00' 16'22'07" 90.90' C6 51.07' 35.00' 83'36'19" 31.30' C7 53.31' 35.00' 87'16'30" 33.37' C8 385.57' 588.00' 37*34'16" 200-01' C 14 105.28' 650.36' 9' 16'30 " 52.76' C15 400.00' 610.00' .3734'16" 20Z 49' STREET CONSTRUCTION NOTES QJJ CONSTRUCT TYPE 6" CURB & GUTTER PER RIVERSIDE COUNTY STANDARD NO. �� 200, SEE DETAIL ON SHEET 16. CONSTRUCT 10' CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STANDARD NO. 209 SAWCUT & JOIN PER DETAIL ON SHEET 16. CONSTRUCT MODIFIED CURB RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A, SEE DETAIL ON SHEET 16. CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, WIDTH PER PLAN. REMOVE EXISTING STREET BARRICADE 1 L] INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. 1220 & 1221 1 ] CONSTRUCT ADA ACCESS RAMP PER RIVERSIDE COUNTY STANDARD NO. 403 CASE D, SEE DETAIL ON SHEET 15 14 CONSTRUCT 0.33' AC OVER 0.83' AB (CLASS 2) 15 CONSTRUCT 4" THICK DECOMPOSED GRANITE PASEO, WIDTH PER PLAN ] 7 CONSTRUCT CURB OUTLET PER RIVERSIDE COUNTY STD. NO. 308 18 CONSTRUCT PCC PASEO INTERCEPTION SWALE PER DETAIL, SEE SHEET 15 14. EMESC 68 15 OQ�� 1 D A 1 R 5 2" RWTR t H z NO. 80614 �W PER PA-22 PARK * EXP. 03-31-23 IMPROVEMENT PLAN fJ CIVIC. - LOT 11 '7 62 Lit STA.10+53.22 1 10 STA 105 OCR D LINE A PER TR, APPROVED AS -BUILT cA��F CR + 36825 RCFC&WCD PLANS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT AS -BUILT PLANS Date:_9/5/2023 g �z DATE 10-24-22 _ _ Y--G`---- °pj. � SIGNATURE IC!SUN, DROP DRIVE m 03 SEE SHEET 4 TEMESCAL HILLS DRIVE 0 40 120 NOTE: 20 80 160 THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY SCALE: 1" = 40' ALL WATER QUALITY DEVICES MAINTAINED BY HOA. SEWER ARE PER TR-36825 SEWER AND WATER PLANS, ALL STREETS & ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE GOVERNED AND MAINTAINED BY TEMESCAL VALLEY WATER NOTED. DISTRICT. SEAS.. -ENGINEER P" AWMW � SHEET NO. "M ""mBENCH MARK: NGs 71 A 77 PIDD 5 5 TRACT NO. 36825 I.P. NG 1 70020 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER Q ssl WASH BRIDGE, 97 FEET WEST OF 7HE WEST EDGE OF COUNTY OF RIVERSIDE JAY E" N Ca ■ N E E R S' COIIICRETE PAVEMENT AND 2 FEET 64SI" OF THE RIGHT" OF WAY '�79 79 2 00 FENCE THE BENCH MARK IS A C41JFORNIA DIWISION OF SCHEDULE A a G o 6879 Airport Drive, �e Y 4 A 92� HIGHWAYS BR45S DISK IN 2 INCH IRON PIPE AND CONCRETE STREET & DRAINAGE IMPROVEMENT NO. 75731 z Tei:(951) 688- 4 • Fu 5 688-0599 STAMPED---BM-71-A-77---. � EXP. �-3D--20 * U„a� theTEMESCAL r-�Itts DRIVE STA. 64+94. 73 TO 70+00. oo 1 7 g� �. 5-19HOA MAINTAINED3 OFSHTS APPR DATE c+v"' �� 'A'' . RCE DELEV.: 1058.40 (NA VD88) FOR: W.O. COUNTY � \E DESIGNED BY: RA DRAWN BY: RA CHECKED BY: RDR SCALE. ' A5 NOTED N/A FORESTAR $736 FILE NO. 964-XX a COUNTY F1: V. TOSCANA, LLC Q U:\Projects\ FOREMOST COMMUNITIES\8736\Engineering Phose 2\Troct 36825\Street Improvements \4-04-2018-PLAN_A&B\36825-ST 02.DWG 70+00 71 +00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 LINE TABLE LINE DISTANCE SEARING L1 28.69' N223327"W L2 50.00' N40'09'56V L3 88.15' IV 1126'06 "W L5 44.00' N672633"E L6 6.64' S22'3327"E L 7 87.99' S3328'06"E L8 23.58' N 1'25' 15 "W L9 201.36' N2233 27"W L 14 25.00' N2233'27"W L 15 13.34' N22'33'27-W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 233.55' 632.00' 21'10'28" 118.13' C2 287.16' 588.00' 2758'54" 146.50' C3 52.93' 35.00' 8638'5 3" 33.01 ' C4 66.84' 35.00' 109'2532" 49.46' C5 7.68' 25.00' 17'36'27" 3.87' C6 20.06' 40.30' 28'30'46" 10.24' C7 4.46' 23.00' 11'07 21 " 2.24' C8 4, 76' 25.00' 10'5439" 2.39' C9 22.37' 40.00' 32'02'55" 11.49' C10 283.34' 609.76' 263726" 144.27' C 18 286.15' 588- 00' 275258" 145. 9 7' C22 396.00' 610.00' 3711'43" 205.26' C23 414.43' 632.00' 37*34'16" 214.97' C24 41.00' 25.00' 93'58'16" 26.80' C25 41. 00' 25.00' 93'58' 16" 26.80' STREET CONSTRUCTION NOTES 0 JJ CONSTRUCT 0.25' AC OVER 0.50' AS (CLASS �� 2) n CONSTRUCT TYPE 6" CURB & GUTTER PER �J RIVERSIDE COUNTY STANDARD NO. 200, SEE DETAIL ON SHEET 16 CONSTRUCT 10' CROSS GUTTER & SPANDREL 0+00 J PER RIVERSIDE COUNTY STANDARD NO. 209 0 CONSTRUCT MODIFIED CURB RAMP PER RIVERSIDE COUNTY STANDARD NO. 4-03, CASE TEMESCAL HILLS DRIVE A, SEE DETAIL ON SHEET 16. SEE LEFT CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY .� ...... ,.� ..� 6 STANDARD NO. 400, WIDTH PER PLAN. �- LOT 7 C L LN + 10 INSTALL STREET NAME SIGN PER RIVERSIDE P A� D LINE A PER STA 7 75.12 TEMESCAL HILLS DRIV 'jF,� COUNTY STANDARD NO. 1220 & 1221 C L N R E I ►R. 36825 ENTRANCE GATE STA 1 +00.00 " YBR454 K WA-Y- LOT 3 2 CONSTRUCT 6" CURB ONLY PER DETAIL ON T RCFC&WCD PLANS 1 DISCOVERY CT. SHEET 16 p 1a: o STA 6+75.12 mD DETAIL, SEE x. SD LINE C'� SHEET 4 ❑ ❑ 1Q PER TR. 36825 T 5 �G• STA +00.00 n" vRREAK INSTALL BARRICADE PER RIVERSIDE COUNTY • RCFC&WCD PLANS � �r � (� ��Xj�. LLJ DISCOVERY CT. � ,� �'r] � � STD. NO. $10 Q 10 p 4!1`G� W C� /L C2 r� .a [7 y ^ D I R �, �, N TRACT BOUNDARY Cp U CONSTRUCT 0.33' AC OVER 0.83' AB CLASS LOT 9 LOT 7 r^ ■ n '' 4 U] co LIMITS OF SIW PER BACKBONE Lid TR• 36825 -� N G " N ................ . ................ p/L • V �� 8 DWTR. 2) rn ep ❑ �$ STREET IMP PLANS � � �- G:: � Jr 2 �Q� � 15 RCFC&WCD PLANS � ;c7. G ::.::.: �, � � W L�J G+ �'] DECOMPOSED GRANITE I �+ 2 C6 CONSTRUCT 4" THICK �. + a 5 1 c o� n_ 2 O 5 � �► o ,.... ..- - _.. PASEO, WIDTH PER PLAN P/L - tV 3 C18 ,�� 8" DWTR. E A o Z �` .� 14 SC L FALLS D ES TEM =► RIVE �OF S/p 2 �v ►ti �i .�--- �► �¢ 8" SWR 76 -� c LO 29 Ql t t, 0 z 413+ - C � D 14 C2 72 r L 1-a � v�p 9L n 77 12 Lg 78L 1:4 1 } co S h ... s? Lv BCR H z C148" SwR. 12 RwTR. .. 2 �v �ti Fy 3 13 Q o NO. 80614 r6 LOT 3 * EXP. 03-31-23 w TE SGAL H! DRIVE - 12" RWTR L `� ��` `� �' G�w 6 ti APPROVED AS -BUILT sT� t:'YIx. � P L L7 LLJ C[ I PIL �8 �� G W RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT OF CAl v I j Cs aMINN..� ... 2 LOT 29 Q STA.10+56.02 + � v TEMESCAL HILLS DRIVE Date:9/5i2o23 By: AS -BUILT PLANS SEE' LEFT P/L " " 2g X. SD LINE A PER LOT �' STA.10+59.74 IPR LAN PER BACKBONE LOT 3 BCR ❑ 40 20 SIGNATURE 22 � Q � f � LANDSCAPE PLANS, NOT TR. 36643 _ � DATE j� A PART OF THESE RCFC&WCD PLANS � 10 VZZZA 41 IMPROVEMENTS -{ ' TRACT BOUNDARY 20 80 s0 (D SEE RIGHT SCALE: 1" -- 40' w a, NOTE: z W DISCOVERY CT. LOT TEMESCAL HILLS DRIVE TEMESCAL HILLS DRIVE �� a 40 120 0 40 1 ❑ Q Q THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTROC77ON INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY CL 20 80 160 20 80 160 ALL WATER QUALITY DEVICES MAINTAINED BY HOA. SEWER ARE PER TR-36825 SEWER AND WATER PLANS, ALL STREETS & ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE GOVERNED AND MAINTAINED BY TEMESCAL VALLEY WATER SCALE: 1" = 40' SCALE: 1" 40' NOTED. DISTRICT. SEAL-ENGfNEER Pt�►cs srR EN A 77 PIDDX5558 SHEET NO. NOTE: _ a TRACT NO. 36825 I.P. NO 17�0020 170 FEET SOUTH OF THE SOU HMST CORNER OF COLDWATER WORK CONTAINED WITHIN THESE PLANS � ESSI WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF p COUNTY OF RIVERSIDE3 00 CI] SHALL NOT COMMENCE UNTIL AN 3Ar CONCRETE PAVDvIENT AND 2 FEET EAST OF THE RIGHT OF WAY E`N ,►INE'ERS ENCROACHMENT PERMIT ANDIOR A - �` 4 CIV# SUrV&y,7, P,�,.,�,W FENCE THE R9\fCH MARK Is A cAc.IFOMVIA Df090N of SCHEDULE A } ' HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE c, <� : - G NAG IMPROVEEMENT ❑zs GRADING PERMIT HAS BEEN LSSUED. 5879 Airport Drive, fiver ' CA 925fl4 ,� fz',f, Tel: 951 688- 4 a 5 688-0599 STAMPED----- 5M--71 A-77-----.-_. TEMESCAL HILLS DR STA. 70+00.00 TO 78+80.70 ifs,. P. -M- DISCOVERY CT 10+00.00 TO 10+59.74 � C7 ❑ t- The nvote engineer signing these ns is responsible * UP. 5-3a^20 * Under the S i+ H MAINTAINED of sH7 � p g fig irq pla pansi6le far assuring the Q JS 3-2021 AS -BUILT � ah. � � � � accuracy and acceptability of the design hereon. In the event of discrepancies W Joy Adkisan, RC.E 73731 (Iota• ELEV.: 1058.40 (NA VD88) -x arising after county approval or during construction, the private engineer shall MAR#( BY DATE APPR DATE ` CfYt�" \� FOl4: W.O. COUNTY lz�CL �a � � u � g for responsibleab for deonnin�ng an acceptable solution and revising the plans REVISIONS 9 � �F DESIGNED. BY: RA DRAWN BY:.RA CHECKED BY: RDR SCALY AS NOTED N/A FORESTAR 5736 FILE N0. 964-XX a 4 C 1 for approval by the county. ENGINEER C 0 U NTY H- V. TOSCANA, LLC 4 U. \Projects\ FOREMOST COMMUNITIES\8736\Engineering Phase 2\Tract 36825\Street Improvements \4-04-2018-PLAN-A&B\36825-ST-03.dwg TEMESCAL HILLS D. j f 20 .E �■�rrrrl• �rrr �rrrrrrrrrrrrrrrrriri 10 �rr��-rirr��rrrrrrrrrrr�rrrrrrrr� �rirrrrrrirrrrrrirrr� • :1 STFEW COV5TRUCTK)WWM& (D CONSTRUCT 0.25' AC OVER 0.50' AB (CLASS 2) QCONSTRUCT TYPE 6" CURB & GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200, SEE DETAIL ON SHEET 16. 0 CONSTRUCT 10' CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STANDARD NO. 209 CONSTRUCT MODIFIED CURB RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A, SEE DETAIL ON SHEET 16 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, WIDTH PER PLAN. CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311. CASE B 10 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. G 1220 & 1221 11 CONSTRUCT ADA ACCESS RAMP PER RIVERSIDE COUNTY STANDARD NO. 403 CASE D, SEE DETAIL ON SHEET 15 12 CONSTRUCT 6" CURB ONLY PER DETAIL ON SWEET 16 14 CONSTRUCT O 33' AC OVER O 83' AB {CLASS 2) LINE TABLE LINE DISTANCE BEARING L 1 30.78' S34'4735 "E L2 27.38' S34.4735 F L3 7.16' S4J*03'28 E L7 28.44' N40'0956"W L8 84.00' S34'4736"E L9 48.74' S43'03'28 "E LIQ 28.44' S1'25'15 E L11 42.60' N11'26'06"W L 12 42.62' S33'28'06"E L 13 31.00' IN0'56'06 "E L 15 30.72' NO'56'06 E L 16 75.66' NO'56'06 E OR. OF 1 10 .00 VC -------- - .._.w_..... f : _ 0 14' LT 53.3]' -1-1= CP- 1=128 .87 0 PI=1282.44 6 ' zV ra � �] � a Try u7 d= `i- �- Q +ri i --------- i °-F- N 0p : I ry N U co 12 _� �.._ , a........ rn N:�m t]�+ CV W 1 Tjj ��,j -. uy .fit......._.... .� .. ...;.........._ ........... . ... ...- .............. ............ .------------- ------- ....... _. --- _T� j V 0)xN .... -- .......... �..r.. - -. � I + l _-......-..._.._ - - ...... ...................... _. LO TAN=-8 0.2X ! , of........ --- ._----- - - ------ ----------- -- --- - ----- - ------- ��'. �A %�7�-.....�--...-----......... BAC K - --------FORWAR[) � PROP. � -5.80% BACK i ........ GROUND: 0 ! 14' LT PI= i307 93 ..........� fl--.-tk� ' 7 - `it......- ..... Q off€. OD A .............._.....- ........ ........ ............. ... __...j � ----------- -_---- i 1-3-©6., PROP. FS - - - - TAN: +-5.00%-Pit ............ 4- GROUND 0 - -.-------- CL ......� - .... . - - - i I � ON CURVE no tz o T-i- ......-.�_..._.._qI ........-...�-��_ ........... f-31-0 f .TA N - i -6.12%: FORWARD �__T4 N. .91 f, {Q1--- - - 0 :14' RT 0 RIGHT, VERT:1 � - -- SSA f v+ov f f +an f o+ao > > +oa f a+on 1 1 +oo f 2+vn TEMESCAL S HILLS 3RlVE CONSTRUCT 4- THICK DECOMPOSED GRANITE PASEO, WIDTH PER EESHEET PLAN W z 0 LW � z o � z � o Lam, CL cy- CL W ti � L3 LLU [) � z w _.s a a p U o o Q U �Q f �J � Q� -- PROP T -i- j..- TTA., 10 51,94 HORIZ: 1" 40' ELEV-1 30741463- - - (_. VERT. "= 4' = 0 CB 4 s CL SCALE DESIGN SPEED = 25 MPH - ' a T� TRAILWOOD CT. 8 rr, SIN PER PA-22 PARK S/W PER PA-22 PARK N a cn 72+96B85R IMPROVEMENT FLANS IMPROVEMENT PLANS TRAILWOOD CT. Q 00 €1 SEE SHEET 5 n v STA. N 5EE SHEELU T 5 m 1 ... s P L 6� CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C 1 51.07' 35, 00' 8336' 19" 31.30' C2 53.31' 35.00' 87'16'30" 33.37' C3 47.51' 318.76' 8'32'23" 23.80' C4 40.68' 282.00' 8' 15'53" 20.37' C5 41.45' 25.00' 95'00'00" 27.28' C6 37 09' 25.00' ssOO'DQ" 22. s ] ' C7 37.09' 25.00' 85'0000" 22.91' Cs 41.45' 25.00' 95.00'00" 2728' C 10 38.16' 25.00' 872733" 23. 92' C 11 39.2 1' 25.00' 89'51 '40" 24.94' C12 24,65' 10.00' 141.15'25" 28.44' C 13 76, 36' 20. 00' 218'4445 " 56.88' C 14 15.20' 38. 00' 225443" 7. 70' C15 &27' 3.00' 157'58'13" 15.41' C22 41.00' 25.00' 9358'16" 26.80' C23 41.00 25.00' 9358'16" 26.80' TEMESCAL HILLS DRIVE �, ,I c SEE SHEET 2 C6 �' � a �' STA. 1 59.2 P/L LOT 1 v�¢i. 1 � c STA. i Q+47.1 O � 0 � t56 U' STA.68+80.43 cn yy . G 10 ECR 5 T 0� TC 0. + ECR S]AA-"+39.23+ � 12 r N `1 _ 6 8Cl4 P/L h © 2 00 P/L ?1 A3 00 L INTERSEC + W1 C INT SECTION TRAILWOOD CT } C N C . L16 STA 10+00.00 PA-6 ENTRANCE s�© M sTA 13 0.30 Q�OFESS/0 73+39.14 TEMESCAL HILLS DRIVE a " STA o,...- 5 ......... 3 T }.. STA 10 F .00 0l LOT 9 :� V. ''� ��' o oA►L F.y !�, f; 12 �...: L9 �9 5 �� Pc� RF9 + t/y V SPROUT DR a T5 STORM a� SD LAT A-w3 ] �s ►.Ca [)RAIN LINE A SEE SHEET SEE 5 c, "� .C3 Z.::.:::p�• �'.:: f-- w v► n HEET 8 7 -, ... ,� cn .... r� G1 S �� 0. 0 4 APPROVED IL' f .- --:� a N 8 61 A AS -BUT �.,,y 1 WTR. SERV. (TYPj � � + 5TA.13+43. * EXP. 03-31-23 �r RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT P/L STA.13+19.12 G rn sl CIVIL �Q C INTERSECTION L �``� TO S 13+ 11.5s BCR 9� OF C AS\F Date: sl5l2o2s By. sTA ss� 60.13 TEMESCAL HrLLs DRry 5 sTA 1 Q+00.00 SUNDROP DRIVE : C 2r C ho m TEMESCAL HILLS DRIVE STA. 67+83.34 C/L INTERSECTION NO � II AS -BUILT PLANS t BCR �� SEE SHEET 5 SEE SHEET 3 } FUTURE STA 10+00.00 �SR. B DATE 10-24-22 P/L rrs W . TRAILWOOD CT. SEE SHEET 5 SIGNATURE r!� PA8 EAST ENTRANCE 0°; TRAILWOOD CT. STA +5$.52 FUTURE P/L ❑ 40 120 .,.�. o �' °� LOT 4 TRAILWOOD CT. TRAILWOOD CT. TEMESCAL HILLS DRIVE 0 SEE SHEET 2 � 2 SPROUT DR. 1 20 80 160 SUNDROP DRIVE SCALE: 1" = 40' p/L NOTE: 0 40 120 0 4 120 THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY ALL WATER QUALITY DEVICES MAINTAINED BY HOA. SEWER ARE PER TR-36825 SEWER AND WATER PLANS, 2❑ Ou 16❑ 20 8❑ 1 SO ALL STREETS & ON-51TE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE" GOVERNED AND MAINTAINED BY TEMESCAL VALLEY WATER SCALE: 1" = 40' SCALE: 1" = 4❑' NOTED. DISTRICT. NrE SEAL-ENGINEERPWS P� BY �rlQ�.T N�. a8,�.r7 !. SHEET NO. BENCH MARf�: NCS 7 f P. NO 170020 170 FEET SOUTH OF THE s0U]NWEST CORNER OF cOLDWATER WORK CONTAINED wrrHlN THESE PLANS ESS 0WASH BRIDGE, 97 FEET wEST of THE WEST EDGE OF COUNTY OF RIVERSIDE4SHALL NOT COMMENCE UNTIL AN 3AY E N G ► N E E R S CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY „ ENCROACHMENT PERMIT ANDIOR A c SLIrMy� �� FENCE THE BENCH MARK 1S A CALIFORNIA DMSION OF S � G M._ s 6879 Airport Drive, Ri rside, 92504 BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STRE O A ROVEMENT GRADING PERMIT HAS BEEN ISSUED. {�t •sr°.z Ii4. 75731 Tel:(951) 688-02 1 8-a599 STAMPED---BM-71 A-77---. Q SUNDROP STA 10+00 a0 TO 12+24 77 SPROUT DR. 10t0000 ,10 10+75• za �r EXP. 6-30-20 * Under the THD MOM DETAIL STA 10+00 00 10 701-35 OF 1SHTS 7'he private engineer signing these plans is responsible for assuring the • accuracy and acceptability of the design hereon. In the event of dlscrepanc+e5 1 JS 3 2021 AS BUILT " Of.84 16WNTAWED �- IAf V�1S a�ta►o dkisara Rct�3r ELEV.: fa58.4❑ (NAVD85) below. arising after county approval or during construction, the private engineer shall MARK BY DATE APPR DATE �1Yi4C �� FOR: W.O. COUNTY Q be responsible for determining on acceptable solution and revising the plans REVISIONS L ( iy �[ SC�F FORESTAR FILE NO. 964-XX Cali bdoreyoudig. for approval by the county. ENGINEER COUNTYDESIGNED $Y: RA DRAWN BY: RA CHOCKED BY: RDR hr• A5 NOTED yr. NSA TOSCANA, LLC 8736 U: jProjects\FOREMOST COMMUNITIES\87361Engineering Phase 2\Tract 36825\Street Improvements\4-04-2018_PLAN-A&B\36825-ST-04.dwg --- ... ........ .. . ... .. ............. .... . ...... . ......... 41.45' ON CURVE Cx ----- ------ -----10 1.4 0, 64 w � i'i TAN=-1.58 O __ I- I......... I . ...... mow' EX OROUNDJ LE �r �0 coIN .- 1_1290 • Q o to i O.64X 2,0 --- -----.....� ._. _. fl ....` - �._ � ........ _..- V FS0CL - ..... ---- ......... _ ....... ........ -......I .�i .......... U 37.09' ON C V U 0 18' Rimir 00 - 00 ----- ------ ----- O 0"98 vr. �_OC . TAN4.63� PROP TC 1 - - -.-_ ......w ... HORIZ:1 "=40' VERT.1 "-4' DESIGN SPEED = 25 1WPN SCALE LINE TABLE LINE DISTANCE BEARING L1 29.20' N51'56'32"E L2 251.25' S89'03'54 "E L3 94.56' NO°56''06 "E L4 21.33' N51'5632 "E L5 276.35' S89'0354"E L6 41.04' S7849400E L 7 40.99' N 12 22 22 "W L8 40.54' NO'56'06 E L9 46.93' N51"56'32"E L 10 68.43' N51'56'32"£ L 11 321.96' S89'03'54 "E L 12 96.56' 1 NO°56'06 E CURVE TABLE CURVE LENGTH RADIUS DEL TA TAN G 1 C2 C3 41.45' 37.09' 203.59' 25.00' 25.00' 320.00' 95'00'00" 85'00'00" 36 27'07" 2 7.28' 22.91 ' 105.37' C4 38.16' 25.00' 872733" 23.92' C5 39.2 1' 25.00' 89'51 '40" 24, 94' C6 54.98' 35.00' 90'00'00" 35.00' C7 39.66' 318.00' 708'43" 19.85' C8 37.09' 25.00' 85'00'00" 22.91' C9 41.45' 25.00' 95'00'00" 27.28' CIO 190.55' 280.00' 38'59'34" 99,13' C 1 1 19.65' 1 10.00' 1 O' 14' 14" 9.85' C 12 118.90' 60.00' 113'32'41 " 91.59' C13 25.55' 110.00' 13.18'28" 12.83' C14 35.17••�' 282.00' 7.08'43 17.61' C 15 204.17' 300. 00' 38`5934" 106- 21 ' C16 83.25' 53.00' 90'00'00" 53.00' C 17 37. 41 ' 300. 00' 70$'43" 16. 73' . �S7Y� �V- C ] �no t r r. N r Tr,j : �C7fl0 �w : �j p P ETri ..-f...#C7 } �- ...��"'3�� ....- . .. 4qQ iaJ r _ .....�.....i� i i ca W Q c4 �. 94 RT. a (0 t N � �- ao o �a � "' � � I • I E]G...G v, cn 13 4 5 RT r, �- C) o o .. o o Cr} g i �lIH to i > w L�..i C ] :'[� Lai rn 4 w in � O r7 190 H wPRIOR V} 0 7 + r _.._. ............ _ - °-r-*o - - - -� - i -- - -......- -. - d RIGHT �, r- Q w RIGHT -;- TAN:--•4.66 TAN 0.62% STA. 1D+61.10 78 I i „ f HO RIZ:1 = 40 LA EL. . • 1288.30 2 CL .. ... � .� ... .. i .. i ... FS i .. • „ f VERT.1 =4 : Lr43 W=21 , �V=9.12=. . .... .. .... �� I j i I I.. I I... I------ I. E - �..Ire �ooOEA SCALE DESIGN SPEED = 25 1WPH 0`c�� m w c � 9L 13+00 10+00 11 +0 I2+ 0 13+00 14+00 15+00 16+00 17+00 18+00 NO 80614 1 SPROUT DR. SKYLAND FUTURE LATERAL PER TRACT * EXP. 03-31-23 SHEET 4 36826-3 ST. AND DRAIN. IMP. ctvil- s19� OF CAL�F�\� 6" RWTR. STA. I5+48.95 APPROVED AS -BUILT AS -BUILT PLANS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT LOT 29 LOT 3 SEE LEFT STA.10+44.72 STA.10+44.94 PIL �* DATE 10-24-22 1 � SCR + + £GR p/L 8" SWR. T Date: 9/5/2023 By: �� 5- _ SIGNATURE , 10 3 S/W PER PA-22 PARK 0 LaT 30 IMPROVEMENT PLAN 6" i. o...:.......................... - . r ._..`. ._ ...... RWTR. + P/L �.... ....... ❑ G L I�TERSECTION ,� LOT 19 ........................ 5 a 1 ��. s .n 5 Q ..... ....... P/L A,, �, ►. w s a + 75.84 SUNDROP DR. ��, 1 - : �,� 14 1 1 �' �� STA. r 94.55 P 3 STREET CONSTRICTION NOTES STA. ] 00.00 �� CT TRAILWOOD CT. 0 tk�` i2 -y _ -y. _ 1 - _T�®�' + LOT 3 t1 ... .. LO s:::.::::::::....::::::...............:.. Iet] _; CONSTRUCT 5 A V R A STA. 1 8.52 CT x D: g �, ........ ................... 0 2 C OVER 0.50 s cn �n , ......- "1s (CLASS 2j 00 0� - ............. -! ❑ FUTURE TRAILWOOD CT. ��f'J '� 2 C1 �Lw..:: a .....:::..:.. "spy t��" 41 38. r 1 PlL $ OWTR. T" WTR. oq .�, , W 1 Q sERv. " ....... ...... tl y �, j ��P _ .... --� �, rc aC 4 �. r ` ... LOT n CONSTRUCT TYPE 6 . GiJRB &GUTTER PER RIVERSIDE COUNTY ❑ �� C 2 TYP. j + (D STANDARD NO. 200, SEE DETAIL ON SHEET 16. ...... ..... ..... ❑ Q s r, a, ............. .................... R RIVERSIDE WTR S£R £R & SPANDREL P£ 0 , _ s 11 P/L 1 " v. (TYP.� _ o COUNTYU STANDARD NO. ,209 v7 �� ,��► x 8� " STANDARD TO .. to s`3 N LINE LOT 1 + ��. 7L12 EVESONG 9R.�s RIVERSIDE COUNTY $ DW1R � �`. 2 1� .� ty CONSTRUCT' MODIFIED CURS RAMP PER SHEET 8 4" SWR. LAT (TYP. j r 1 , �� Cara + _� NO. 403, CASE A. SEE DETAIL ON SHEET 16. 84.9 [a Q " �` ........... ....................... ....-............. G �7 C / u E- u, LsJ i 3 $ 4 SWR. °�4 ; �, ��7 6 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, .:: A SEE S 2......:..... undo FUTURE DRIVEWAY LAT. P.`I, 2 '� "�� j WIDTH PER PLAN. (TYP) G L TNT SECTION �� x Q 84.69 5 NO. 213 (SEE GRADING PLAN FOR FINAL LOCATION)NTY STANDARD 1 STA. 13 0.30 TRAILWOOD CT. ! j � }► Q CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY � FUTURE � ti y�� 7 S c� Dc STA. 10 00.00 SK*b*&-WAS` SPROUT DR. RIVEWAY 7 U3 W 88.2E `� �G LOT 4 t Ei ... C CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD y . , (Typ) LOT 1� .O$ it LOT 17 $ NO. 311, CASE B o 1 x�� 'R 5 � 3 5 %G. X go 17 43.21 FL 8" SWR. 1D INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. W=4' 1220 & 1221 CL 5� .j3 TC 3 `' �� TOM MORGER CT. V) Co.. V Iwo CONSTRUCT ADA ACCESS RAMP PER RIVERSIDE COUNTY STANDARD J' 5 co 89.3 Q a s, NO. 403 CASE 0 SEE DETAIL ON SHEET 15 C �� r� 0 40 120 EVES 9i�� t��tj0� �,�'o x�,f 0 40 120 1 ]3 INSTALL BARRICADE PER RIVERSIDE COUNTYSTD. N 10 O 6, 1 j �� 20 80 160 0 Op �r'a,� ,`�4'� G� %p g SCALE: 1" = 40' 20 80 1 fi0 O W [� �. '}, .� '� " = IVOiE: 17 CONSTRUCT CURB OUTLET PER RIVERSIDE COUNTY STD. NO. 308 `.._ SCALE: 1 = 40 Q �`Lx Sc j�� THIS PROJECT 1S BONDED AND IS TO BE INSPECTED BY CONSTRUC77ON INSPECTION. *ALL DOMES77C WATER, RECLAIMED WATER, AND SANITARY J ALL WATER QUALITY DEVICES MAINTAINED BY HOA. SEWER ARE PER TR-36825 SEWER AND WATER PLANS, CL F,G �ALL STREETS & ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE GOVERNED AND MAINTAINED BY TEMESCAL VALLEY WATER NOTED. DISTRICT. o NOTE: SEAL -ENGINEER ''NSPRURW 71 A 77 PIDDX5558 TRACT NO. 36825 I.P. NO 170020 SHEET NO. D 170 FELT SOUTH OF THE SOUTHWEST CORNER OF COLDWATER WORK CONTAINED WITHIN THESE PLANS I WASH B@DCF, 97 FAT WEST OF THE WEST EDGE OF OF RIVERSIDE j U7 SHALL NOT COMMENCE UNTIL AN ,911Y N I ►�1 E E R CONCRETE PPAVE oOff AND 2 FEET FAST OF THE RIGHT OF :, sr 5 Co "'`" ENCROACHMENT PERMIT AND/OR A ` '4 FENCE THE BENCH WRK IS A CALIFORNIA DIVISION OF SC E•DULE Q 3-,s3 s �' 3'�"g HIGHWAYS BRAss DISK IN 2 INCH IRON PIPE AND CONCRETE STREET & D IMAGE IMPROVEMENT ILL W � GRADING PERMIT HAS BEEN ISSUED, 6879 Airport Driv Riv ide, CA 92504 TAMPED---BM-71 A-77---. `- rn$' $` Tei: 951 6 Q F 688-0599 RAILWOOD CT. ONG STA. i [3+00 iG 18+11.77 ;..e. Ito. 75731 f ] ) ❑_ 0 C D The nvate en ineer signing these * UP. 6-3Q-2IJ p g q g plans is responsible far assuring the 1 JS 3-2021 AS -BUILT ,%, � FU URE TRAILWOOD C A. 13+11.59 TO 13+5$.52 � a� OF SHTS CC U h accuracy and acceptability of the design hereon. !n the event of discrepancies hell Jay AdMron, R.r-E. Z731 Date. ELEV.: 1058.40 {NA VD88) HIM h+IAINTAINFU �C wA� Y w. ar&ng after county approval or during consbuction, the pmde engineer shall MARK BY DATE APPR DATE J'j c1m. \� F W.O. COUNTY � Cl-LL be respansr151e for detemrining an acceptable solution and revising the plans REVISIONS 9{,�� SCALE. FORESTAR FILE NO. 964-XX Q Calf �m you dig, for approval by the county. ENGINEER COUNTY DESIGNED ��': RA DRAWN. BY: RA CHECKED BY: RDR y- AS NOTED V• N/A TOSCANA, LLC L3736 U. \Projects \FOREMOST COMMUNITIES\ 8736\Eng1neering Phase 2\Tract 36825\Street Improvements\4-04-2018_PLAN_4&B`36825_S7!_05.dwg ........... _.... 's o oa r. ©^ oq I i I I - -- i-...._._................ - �i_ - I a �r w + ° a cv J o w ra .- + of a u] + � a] � � � Q ',� �Q�--_.-- � � 1E �1-- i 335 � RT l I . I w�� m" i �C 1 �O9Aj I � - V) J w 1114 Q ❑] F w {!7 O [Q I 3 O CI} r - j a I U i o I R7 w tti I Lr] � J jj + u7 � M3 lit I i cn f a �1 rV 07I Q i �3 f � q i L -- ..-.- �n 1 I w I a a� - r. r - s 'rY7� 9 _ rn --jca o i + �„ �, C ``' - a RIGHT co _j5z I� I ' I w I # w VT I� s ur - - --- FL - - - - - _- _- Q - - _� - - - - Gj ••r• - or ice'^ } . to 1 j ! �T STA. 29+67.71 ! I I Icn E EV. 13 4.80 �E L 2 i I T.--- I -i3.. i MOP RT R •3 r - -Y-� L-PR-O-P. I1WA Ft W�9,�V-6.76 , NCRIZ 1 _ 401 ..........- -- -- ..... - RD 0 IG T -- I10 Fic CALF DESIGN SPEED 25 MPH1 LINE TABLE LINE DISTANCE BEARING L ] L2 265.67' 265.67' N 19*2441 "E N19'24'41 "E L3 33.23' N7'06'35"W L4 75.36' N16*5257 E L5 82.98' S 1924'41 "W L 7 42.29' S31'50' 19 "W L8 L9 84.99' 27.35' S4'50'33 "E S31'47'18"W L 1 O 28.28' N706'35 "W L 11 34.68' S4°50'33 E L 12 34.68' N 165257 E L14 11&99' N22'47'35'"W L15 118.99' N22'4735"W L 16 L 17 91.86' 91.86' N22'47'35 "W N22'4735 "W L ] 8 73.69' N 19°2441 E CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 173.50' 500.00' 19'52'53" 87.63' C2 19.35' 478.00' 2'19'09" 9.68' C3 10.56' 25, 00' 24' 12'08" 5.36' C4 15.9 1' 38.00' 23'5934" 8.07' C5 7.26' 25.00' 16'38'07" 3.65' C6 5.93' 478.00' 0'42'37" 2.96' C7 54.98' 35.00' 90'00'00" 35.00' C 1 O 20.49' 522.00' 2' 14 5 7" 10.25' C 11 6.28' 25, 02' 14'23'03 " 3.16' C12 24.33' 38.00' 36°40'52" 12.60' C 13 2.22' 25- 00' 5°05 23" L 11 ' C14 6.59' 522.00' 0'43'25" 3.30' C15 19.69' 8.00' 741'03'05" 22.62' C16 69.72' 18.00' 221'5436" 4ZOO' C17 5.71' 3.00' 109'01'53" 4.21' C 18 C19 C20 12.26' 5.71' 8.29' 43.00' 3.00' 3.00' 16'20' 17" 109'0151" 158'16'30" 6.17' 4.21' 15.53' C22 36.43' 4 78- 00' 4'22'02'° 18.23' C23 62.67' 35.00' 102'35'32" 43.68' C24 59.09' 522.00' 629' 10" 29.58' C25 51.64' 35.00' 843224" 31.81' C26 55.72' 35.00' 9 1' 13'07" 35.75' C27 34.64' 478.00' 4'09'06" 17.33' C28 54.98' 35.00' 90.00'00" 35.00' C29 51.54' 35.00' 843224" 31.81' C30 44.74' 522.00' 4°5437" 22.38' C31 54.98' 35.00' 90'00'00" 35.00' C32 39.27' 25.00' 90'00 DO'° 25.00' C33 39.27' 25.00' 90.00 00" 25.00' C34 39.27 25.00 90°00 OO 25 00 C35 39.27 25.00 1 00N 90'00 25.00i NO. 80614 * EXP. 03-31-23 APPROVED AS -BUILT q OrCAI�F \� 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By. AS -BUILT PLANS SEE DETAIL �, i" 8 DATE 10-24-22� 4 ON SHEET 7 ry ^ c, i. SIGNATURE I) R CIL INTERSECTION 8 ' VENTURE WAY -i ^ Q s DwTR. eCR r �'�°° 45 rC%q ' STAB. 20+48.65 ARCH �HIL� QRIv U STREET CONSTRUCTION NOTES ❑ cy + + 15 cv STORM GRAIN LINE STA. ] 0+00.00 FUTURE STREET C) CONSTRUCT TYPE 6 CURB & GUTTER PER RIVERSIDE COUNTY w LOT 2 15 B SEE SHEET 9 STANDARD NO. 200, SEE DETAIL ON SHEET 16. P/L ARCH HILL DRIVE CD cn 9 8" SWR ¢ SQ �j `" v� ET CONSTRUCT ' 10 CROSS GUTTER & SPANDREL PER RIVERSIDE F- STA. 11+ 11.01 cn s 4 L4 o 0 ECR LOT 2 STA. 19+91,65 + SEE SHE 7 0 COUNTY STANDARD NO. 209 i� Q / BCR ON SHEET 16. ECR � SRWCUT &JOIN PER DETAIL C cn �LLI p�� G% � 43�� J;-� 22 C23 P L 15 5 10 +STA. 20+05.65 4 ❑ M �' C 2 1 L 1 C'1 C' yX r" '14 3 s" DWTR. �! tf` _ 9y G) tl► d 8 DWTR. CONSTRUCT MODIFIED CURB RAMP PER RIVERSIDE COUNTY STANDARD v "' cN PHOEBE DR. ��F a �.�° a� �4+ '��' L i 4 ^� ��$ ,n . C, ........ T �j C'! 9 NO 403 CASE A SEE DETAIL ON SHEET" 16 rr3 ' _ _ .. 22.. 2 L..1 ,�G ,PCs .24 ...... C 1 1.� i o y ID3.19 �, ..: ? 6 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400 3 w � � N 41 � 1 F••- ....� � 1 sa cj -� � _� �.�, N � � a• � _�` � O � WIDTH PER PLAN. ty �s C� T > 4.4 .. 27 _ ... �, 2 °� G t4 a � Z w r r. c� r� �` 4 �, 4j o� `xi o o n G s .. a�-..,..... . is _ _ , + f0 irs i W REMOVE EXISTING STREET BARRICADE 7 ��44 "' o o j ::�� '� � �r ^ Maw C9 -R W Q D (n zz Q a; r 2 2 - oo U �, �, v, 30 N �y o ?,� Q v 1 D INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. �� 8" SWR fi �� Te �2 L 17 o N q 1220 & 1221 [n w TORM DRAIN LINE 8 C, L7 `1 SEE SHEET 9 'STA. 10+5¢_ 47 29 Cs 5 12 CONSTRUCT 6" CURB ONLY PER DETAIL ON 16 5 6 , 5 0 0 5 m U 6" RWTR. ECR 1 10 , 3 �3 STA. 10+45.00 G rn P L Co 6 P/L �� BCR 13 INSTALL BARRICADE PER RIVERSIDE COUNTY STD. NO. 810 CL ��' n Q) �`Ui(7 e� PEjp + STA. 10+ -4.47 C/L INTERSECTION 0 _ `� �'' R� STA. 26 5 .2 P 0 E D . } +a'n K 14 CONSTRUCT 0.33''AC OVER 0.83' AB CLASS 2 � FUTURE PAS ENTRANCE .� �' tV 5EE Sys H.qs�- � ecR �, ,,...,.,,,, � EcR Q S . TBD PER + � � � ) STA. 11 6.21-Crn-rvN 9 TUBE WAY R w z SEE SHEET 7 LOT �; FUTURE PHASE N f E7 p srA_ � a O. Do FUTURE srRE�' � � 15 calvsTRucr 4" THICK DECOMPOSED GRANITE PAsE0/ WIDTH PER w m 0 SEE SHEET 7 U Cnco PLAN �� W PHOEBE DRIVE w PHOEBE DRIVE N4 iE: ❑ 40 120 0 40 120 THIS PROJECT" IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY 20 g❑ 50 20 80 160 ALL WATER QUALITY DEVICES MAINTAINED BY HOA. SEWER ARE PER TR-36825 SEWER AND WATER PLANS, oc ALL STREETS & ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE GOVERNED AND MAINTAINED BY TEMESCAL VALLEY WATER w \ . SCALE: 1" = MY SCAB.: 1" - 40' NOTED. DISTRICT. pNorF -ENGINEER Porn ar 11� RK: 7I A 77 PlDDX5558 TRACT N0. ,3�$�5 I.P. I�Q %�� SHEET N0. 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER WORK CONTAINED WITHIN THESE PLANS �1 WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF COUNTY OF RIVERSIDE c� SHALL NOT COMMENCE CO ME CE UNTIL AN6 CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY ::. ,s JAy FN I NEE ENCROACHMENT PERMIT AND OR A y`" 4 qyi FENCE THE BENCH MARK IS A CALIFORNIA DIVISION OF SCHEDULE A n ►= 6879 Airport Drive Riverside,9�� HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STREET AND DRAINAGE IMPROVEMENT ❑ rtis? tr GRADING PERMIT HAS BEEN ISSUED. '� �n• 75731 � Tei:(951 } s8s 2 • R688-0599 SrAMPE]7--- BM-71 A-77---. PHOEBE DR. STA. 2 Z + 10.73 TO 30+5 I.55 q ❑ 1 * �xp. s- a-�a * Under im . �'�� HOA MAINTAINED OF 1 7 SHTS The private d aceer signing these plans is responsible far Assuring fire Clvi� "�' °' ELEV.: ? 058.40 {NAVD88) � � ¢ accuracyand aac tabiG of the design heron. In the even+` of discrepancies 1 JS 3-2021 AS -BUILT eP #y 9 P R!~E 75731 Dl�fe: CL vm� wa arising after county approval or daring constructhn the private engineer shall MARfC BY DATE APPR DATE � [ �� FOR: W.D. COUNTY be responsible for determining an acceptable solution and rerising the plans REVISIONS 6r DESIGNED BY: RA DRAWN BY: RA CHECKED BY: RD SCALE. AS NOTED NIA FQRESTAR 8736 FILE No. 964-XX � Q Call �m � dig, for approval by the ,Gamy. ENGINEER COUNTY FI' v' � TOSCANA, LLC � U. \Projects\FOREMOST COMMUNITIES\8736\Engineering Phase 2\Tract 36825\Street Improvements\4-04-2018_PLAN}I&B\36825_ST_06.dwg .................................... ;39:27'... ............... ....................... ;........... ..................... ON CURVE': ....... ............. :............ ..... M. 129T.2 �77� 7 r� ... C1{ . N..... a 7�-......:.... ..... .... d 6. T- 29E ............:... ......... TAN: 0.5.9 TAN - - - jWK -- 12 92......--------;-.......4Z.7Z. FORWD.............................................. 4n.92 BACK 3D4a �- :.................... 6 c6 306 a a` ...... ...... ..... ..... l .... f�. �.....:. .:.... :... ...:. -. .. .. ... -2.00Z 1.94X 129 ............. ......................... QQ .................: .......:... ..:.....:....:.............:.........:............. : ....... ....._ ..... 39.27' ---ON... CURVE....-......._-. PI-1295.87 _...... 3- �: ... . U...o ......... ............. ......................... m4 *= ti ....... .... ..... ..... ..... :... ;-..� TM.. SS Lei...... � ....�. . id w d TAN: -2.127 BACK.......................... 1'292-- TAN: -- ._._--.-...._.-....... _------ .......... 6.68t FOR ARD ----- VERT� --....W.... _�... SCALE 10+00 va i CD w ck� � Q Q gLL INTERSECTION STA.22+65.71 PHOEBE DR= STA. 10+00.00 WEST PA-8 o � Azc U l`- [17 w LOT 2 - 11 +00 PHOEBE DRIVE SEE SHEET 6 4 w c AN IE zi' rA '%L r: a� 5 STA.23+02.71 .............................................................. ............. 55.72'. ON ... ....................... ... CURVE ..... [ ........ .... ..... PI=1308.92 ........................ _............--.........-............ 51.64' 0 URVE C. _ .......-._- ... 1 l� PI=1309.73 .._...... .............. ..................... •...... ...... ,.------------- ............................ ..... .... ............ ... .............. W .,o .......... ...... ...... ......... ....... ... �. .. , . �t . k7 K7 a " p........... _.......... •- r. v oa � s � � �o Q ��a _ ----- :... 3-14 : �:-�'...-...:........:..... .... 1 m ; ............._ .. .......... .:... ......... �. 758% - - - ---------- ......... -- :-. .. T,v� -� 66 8AC � r� � 005•F0 AR P.TC: TAN.RW ,SOS T 0 LEFT. ------ .. ...... ....-. ............... ...... _ ...... ........... ..... .... ..... ..... . .. ..... CO Li ........ ................ .:......`............. ,.. .... ... ... .... ... Cn 11 +00 0 1 STA 27+08-47 26+54.20 PHOEBE DR. 11+66.21 Gi 1c-r �VENTUR 10+00.00 FUTURE STREET • �I 00 � M LU ti w t�,,t > nl 10+00 �m u-� a -� STA. 27+01.� ,EC c'. p°aG ❑ m � 1 Im I 6 +15CID ' _ a sr ` ' Cr STA22i 28.71 Le ] LOT S 4 8CR prL W ... > Gt7- P/L LOT 6 w U SEE SHEET 6 0 VENTURE WAY r+t t�rnAt �ni;n z w � � Q CL Q � D � Q � U © w CL Q CL ----- ---- �. G� Q ECR tiG Do W �• a Z 1 . 6 Lm LOT 2 AND - - - - -• - �- -� FUTURE STREET PHOEBE DRIVE SEE SHEET 6 0 40 120 C 20 PA8 WEST ENTRANCE 20 .80 160 20 80 160 SCALE: 1" = 40' SCALE: 1" = 40' NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/DR A ?t ysa�,?,, GRADING PERMIT HAS BEEN ISSUED. below The private engineer signing these plans is responsible far assuring the accuracy and acceptability of the design hereon. in the event of discrepancies 1 JS 3-2021 AS -BUILT V. aft arising after county appfaval Or during canstructian, the private engineer shall. MARK BY DATE t+e respaaslbte for determining .an acceptable . solution .ond .revising the plans REVISIONS Call bdore you mg. I for approval by the county. EN G I N ER 39.27' 3 .27' ON ................... ON . PI- 322. 2 t CURVE ............. :. _. . PI 1322.8g ....... .. ........ .....................................--:.......... ' :. . - ... .. _. ............. ....... ...............I i ...............-. ti. -..... � ...........------ .' I ...... ...... ...... ......... ..... �s �. 13 0 I i - ----...... .--: tit ......._....... ............... ..... .............. � - v �r 133 i v LV .....-... 1 6--LT � - I 1i T- ....................... LT ....... 13 ....---. .........� i �w3 5.56% ...... _ ................................. .......... -- - --- ......... ..........--.. x 5%3 Igo . z { FZ81� .. - ..... ................... .... ..... �- a .- .... ........ ...... -.t . ... ......-... -.: ........ s ........ ... f Ca � i i In ! f 11+00 20+00 P/L u-) ilk tp iC3 LOT 15 STA. 29+59.70 BCR STA. 28+63. 70 1 ECR uO P/L ' LOT 2 rn PHOEBE SEE SHEET DRIVE 6 a: G� 5 04 rx a wG 15 I y - i L� --- PHOEBE DRIVE 10+00 11+00 O U Ui TERSECTION STA 29+ 16.70 PHOEBE DR. o� STA 20+48.55 ARCH HILL DRIVE STA 10+00.00 FUTURE STREET ISTA. 29+59.70 ]0 ECR C I STA. 28+63.70 BCR Q J L0 Lr, rif- C"AfMAAWI C' r+A°rrc- !EBE DRIVE ENTRANCE A y DETAIL 10 40 :f f LINE TABLE LINE DISTANCE BEARING L l 10.50' N22'4735 "W L2 19 7.65' N22'4 735 "W L4 34.68' N16'5257 E L5 34.66' S4'50'33"E L6 28-28' N7'06'35 W L7 28.28' S31'50'19"W L9 14, 00' N67' 12'25 E CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C 1 206.64' 500.00' 23'40'46" 104.82' C4 19,69' 8.00' 141'03'09" 22.62' C5 68.78' 18.00' 218'5655" 50..90' C6 62.67' 35.00' 102'3532" 43.68' C7 51.64' 35.00' 84-32'24" 31.81' C8 55.72' 35.00' 91'13'07" 35.75' C9 51-64' 35.00' 84'32'24" 31.81' C 10 12.26' 43.00' 16'20' 17" 6.17' C11 5.71' 3,00' 109*01'53" 4.21' C12 54.98' 35.00' 90'00'00" 35.00' C 13 54.98' 35.00' 90`00'00" 35.00' C 14 39.27' 25.00' 90'00'00" 25.00' C15 39.27' 25.00' 90'00'00u 25.00' C 16 5.71 ' 3.00' 109'0151 " 4.21 ' C17 8,29' 3.00' 158'16:30" 15.63' C 18 39.27' 25.00' 90'00'00" 25.00' C 19 39.27' 25.00' 90.00'00" 25.00' �`�aESS/AILR,p�,\ � �ppDAIL�9�y� NO. 80614 `n �t EXP. 03-31-23 �t fJ Civil. �Q 9� lJF CAL\F� APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT AS -BUILT PLANS Date: 9/5/2023 By._ DATE 10-24-22 1 SIGNATURE , STREET CONSTRUCTION NOTES 0 CONSTRUCT 0.25' AC OVER 0.50' AB (CLASS 2) QCONSTRUCT TYPE 6" CURB & GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200, SEE DETAIL ON SHEET 16. CONSTRUCT 10' CROSS GUTTER & SPANDREL PER RIVERSIDE �J COUNTY STANDARD NO. 209 CONSTRUCT MODIFIED CURB RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A, SEE DETAIL ON SHEET 16. CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, WIDTH PER PLAN. CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311, CASE B 10 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. 1220 & 1221 13 INSTALL BARRICADE PER RIVERSIDE COUNTY STD. NO. 810 14 CONSTRUCT 0.33' AC OVER 0.83' AB (CLASS 2) 15 CONSTRUCT 4 " THICK DECOMPOSED GRANITE PASEQ, WIDTH PER S PLAN SEE SHEET 6 ARCH HILL DRIVE AND NOTE: C 40 120 FUTURE STREET THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY ALL WATER QUALITY DEVICES MAINTAINED BY HOA. SEWER ARE PER TR-36825 SEWER AND WATER PLANS, 20 80 160 ALL STREETS & ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE GOVERNED AND MAINTAINED BY TEMESCAL VALLEY WATER SCALE: 1" = 4C' NOTED. DISTRICT APPR] DATE COUNTY SEAL -ENGINEER NO.Yi 75731 era * EXP.6-30-20 �r +vIL CAL1F�� PLAcs aRTaRM ar.- BEN 1 77 PI X5558 TRACT NU. 3fi8Z5 J. J'. ND 1 �oOZD SHEET NO. 170 FEET SOUTH OF THE SOUT**ST CORNER OF COLDWATER COUNTY OF RIVERSIDE WASH BRIDGE 97 FET WEST OF THE VE.7 EDGE OF 7ice" IV43 IF N E E R S CONCRETE PAVEMENT AND 2 FFEF ERS7 OF THE RIGHT OF WAY USE A C/Vo Airport Drive, Riverside, �� FENCE. THE BENCH UAW IS A CALIFORNIA DMSON OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STREET &' DRAI GE IMPROVEMENT � Tel:(951) 688- 4 ax- 688-0 99 - STAMPED---BM-71-A-77---. VENTURE WAY rerr r � D FUTURE STREET ARCH HILL DR D FUTURE STREET 7 � se e ' (� ELEV.: 1058.40 {NA Voss} P E&MMCE NTAINED OF SHTS FOR: FORESTAR TOSCANA, LLC W.D. 8736 COUNTY FILE NO. 964-XX CE 75 Date. • a DESIGNED BY: RA DRAWN BY: RA CHECKED BY: RDI� SCALE NIA H: AS NOTED V, U. \Projects \FOREMOST COMMUNITIES\87361Engineering Phase 2\Tract 36825\Street Improvements\4-04-2018-PLAN-A&B\36825-S707.dwg 1320 1310 1300 1290 1270 1260 1250 9+60 10+00 BC LAT A- 1, SEE SHEET 9-\ 9 11 LG ] a+51.0 ] LAT A-1, PER TRACT 36825 RCFC PLANS STA. 11+38.01 11 +00 8" SWR. 6" RWTR. a LOT 11 i � 1 is Q %t Uzg, L11 Lo Q � Q 0 W r Q 41 LOT 4 �P/L r 12+00 0 TRAILWOOD CT. ST . 2+2&50 SUNDROP °R" = STA. 11+69.29 u2 -•-► MH NO.2 (j W wm STA.10+00.00 LINE A STA.11+71.45 CC STA. 59+53.99 LAT A-1 BC J STORM DRAIN LINE A 4 Q 0 40 120 vzdm W Z 20 80 160 SCALE: 1" = 40' w w ti_ Q � J a � o U 13+00 14+00 15+00 �V41 STA.12+04.83 STA.12+35.2 %f!/i1• %!// %///!//!/!/////ff!//!i. .f a p �] Q LLJ.f 4- Q Q Q- -- . y fei � iL 7 ��i �j'a©� ►u dig, 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 ossuring the. accuracy and occeptabirity of the design hereon. In fhe event of discrepancies arising after eau* appraml me during construction. the private engineer sha11 re be responsible for determining an acceptable solution pod vising theplans for approval by the County. 1 MARK JS BY 3-2021 DATE AS -BUILT ENGINEER P/L LOT 29 --P/L 16+00 1330 130D 1320 1290 1310 Y 180 1300 �- 1270 1290 126D 1280 Q250 127040 -- - -� -- - -- - - - Si`ORM DfAIN CL f RlH'1. 12950 � I I 00 I ...... ... I I i - — 4 0 I GLH6 � i .. C� I - -' --- --- - i -- v i U�n REhOVE EXISTING $ULKHEAD A'D VIV_AI2-• - ..... INLAT ........ - - PER ACT 36641 RC"CECT-TC �I -CT-'E1�6�`X-ll�SlL� �ri �D51J`B, - - -...u.. `J i- 1NCNO. 2 34159, !SHET CSZISN.STGR �DRA LOP SANCi PE>T , I ' E'] i I _----J....-..-.-_. I ------I....................-.... I --... _ .-...-. u} �o -I sJ7 cn Q 00:26 n TA (HN AWN) 1260 10+00 REVISED LAT A-22 11 +00 m I - j Q100I26 �CFS! VA -� �(HOi� AUIlNTi�NE�3 7.58' Lip 36" 1506 I PROFILE SCALE -'- HORIZONTAL: 1 "=44' VERTICAL:. 1 N=8' 1300 1290 -T, 1270 1260 1250 1240 12+00 12+50 STA 10+95- 41 STA. 11 + 18.36 LINE TABLE LINE. NO. LENGTH BEARING L 1 42.86 N34'4 7'40 "W L2 33.45' N43'03'30 "W L3 53.31' N51'56'30 F L4 150.17' N89'03'50' W L5 L22 16,36' 77.53' N01'25'207E N0543'50 "W L23 28.01' N64'11'10'W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C12 20.70' 22.50' 052'42'20" 11.15' C13 22.95' 22.50' 058'27'10" 12.59' C 1 44.14' 306, 00' 008' 15'50" 22.11 ' C2 33.38' 22.50' 085*00'00" 20.62' C3 200.08' 294.00' 038'59'30" 104, 09' C4 35.15' 22+50' 089'30'50" 22.31' 1250 EC PIL ' STA.11+95.89 12 l ` BULKHEAD 1\ f �I18 A" 17+00 ¢ l l Q%Off sS/p MN NO 311+ .56 6 `c�`�� a oA IL ,p��Fyc 9 LOTLINE N0. 80614 H STA.10+46.70 * EXP. 03-31-23 CONNECT TO EXISTING LAT A-22 LOT 16 LOT 9 ,fJ Civil.�Q RCFC PROJECT NO. 2-0-00508 n� LAT A-3, SEE SHEEP 9 DRAWING NO. 2-0469 r OF CAL\F A IL LAT a-4, SEE SHEET 9 P/L ' 1 AS -BUILT PLANS IF STA. ] 6+38.18 DATE 10-24-22 LOT 8 X-ING, SEE PROFILE 6 SMI�'H NO.12 49.a3 STORM DRAIN LAT A-22 SIGNATURE i l P%L STA.]6-i-32.$] X-ING, SEE PROFILE 0 40 120 $" SWR.# STA.16+59.90 APPROVED AS -BUILT Q 6" RWTR.* LOT 3 1 20 80 160 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT SCALE: 1" = 40' p 9/5/2023 B 'moo a w — i5- 11y y REVISIONS ate. y. + SO G Tl N TS EC INSTALL 24" RCP, D-LOAD PER PROFILE 16 �3 INSTALL 36" RCP, D-LOAD PER PROFILE PPPP STA.16+08.39 ® CONSTRUCT CONCRETE COLLAR PER R.C.F.0 & W.C.D STANDARD DWG. NO. M803 ac ® CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. MH252 LOT 12 CONSTRUCT JUNCTION STRUCTURE' NO. 2 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. JS227 STA.14+60.44 STA-16+06.22 MH NO.3 MH N0.4 9 El P/L ® CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. MH251 2 8" DWTR.* REMOVE BULKHEAD AND CONNECT TO EXISTING PIPE STORM DRAIN LINE A 0 40 120 12 INSTALL CONCRETE BULKHEAD PER R.C.FC: & W.C.D. STANDARD DRAWING NO. M816 20 80 160 17 INSTALL CB110 PER R.C.F.C. STD. SCALE: 1" = 40' APPRI DATE COUNTY SEAL --ENGINEER Q LV y.!►,Y4 Ix NO 75731 * EXP. 6-30-24 CIVIV CF 1$ CONSTRUCT ADS N-12 DUAL WALL HDPE PIPE NO TE: THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY SEWER ALL WATER QUALITY DEVICES MAINTAINED BY RIVERSIDE CSA. ARE PER TR-36825 SEWER AND WATER PLANS, GOVERNED AND ALL ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED. MAINTAINED BY LEE LAKE WATER DISTRICT. PLANS PREPARED 9Y BENCH MARK: NGS 71 A 77 PIDDX5558 TRACT NO. 36825 I.P. NO 170020 SHEET NO. 170 FELT SOUTH OF THE SOUTHWEST CORNER OF COLDW47Ei2 WASH BRIDGE 97 FEET WEST OF THE WEST EDGE of COUNTY OFT RIVERSIDE8 F 1 V G ► N H E R S CONCRETE PAVEMENT AND 2 r F�asr OF THE RIGHT OF WAY SCHEDULE "'A" THE F Cl surv►ey►Iv Phuv � ENCE. BENCH M4RK IS A f�4LIFOWdIA D1V1510N OF M 6879 Airport Drive, Riverside, CA 92504 HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STREET & DRAINAGE IMPROVEMENT Tel.(951) 6118f > 9 } 688-0599 STAMPED --- 6M 71 A-77---. STORM DRAIN LINE A STORM DRAIN LAT A-22 s,p „ �"• IS STA. 10+49.44 TO 18+57.23 STA. 10+46. 70 TO 12+ 15.18 OF SHTs M&ffiff Adkfsm -FCr A57.J1 Hare: ELEV.: 1058.40 (NA VD88) SCALE. FOR: w.0. COUNTY NIA FORESTAR $736 FILE NO. 964-XX o DESIGNED BY: RDA DRAWN BY: RDA CHECKED BY: RDR H: AS NOTED v.• TOSCANA, LLC U. \Projects\FOREMOST COMMUNITIES\8736\Engineering Phase 2\Tract 36825\Street Improvements \4-04-2018 PLAN.wA&BjTrans Storm Drain\SD 08_LINE A.dwg 1310 1300 1290 1280 1270 1260 I ,St Cr- 11L ------------ 111114 o Ecc o ar, 10 -- - Zarx� - - _- ry r� D n ......-. ------- - — Fl0lSH D - - -- - - SUI�FAq'E - ...- .- ..... --... ..... OVtR STO>R�M — — ---- ---- D — ---- j--- ----------- -- — --- HOL ... --- -- ---- . -- -- — - . - --- - — - 12- 1250 --- - {Ncaa 'Ar►v�} .C.9 ! F ------------.-------- - 18" RCP - 1506 ------ PROFILE SCALE - —- - ----- 1 HORIZONTAL: 7=40' LAT A VERTICAL: 1 "=8' 1310 1290 1280 1270 1260 1250 1320 1310 1300 1290 1280 1270 1260 - 1.535LF 1$n' - - - R;P--1,00 ----------- ----- PROFILE SCALE - - HORIZONTAL: 1 "=40' T : A . 2 VERTICAL: 1320 1310 1300 1290 1280 1270 1260 1340 1330 1320 1310 1300 1290 1280 1340 1330 1320 1310 1300 1290 1280 1340 1330 1320 1310 1300 1290 1280 i i I ..... - ........ .---- -, - -- a .......... �'010s sl0 CFS YmAx, 1 .5 BPS � _MA Arru�D 1 �0.51' LF 1 " ;Fi=CTx"D 41a0O-` PROFILE SCALE LA T A 4 HORIZONTAL: 1 =4D' vERTIGAL: 10+00 10+90 10+00 10+90 10+00 11+00 11+30 10+00 U� STA.10+25.05 X-ING, SEE PROFILE STA. 1O+17.69 X-ING,. SEE PROTTL P/L(TYP.) lj'` j t% y: 1 Q 6" RWTR. * 8" SWR. O q STA. 10+00.00= LINE A, SEE SHEET 8 STA.10+51.01 LINE A �u - DWTR.* P/L (TYP.) O Z:) No o STORM DRAIN LAT A-1 cn !A w ❑ 4❑ 12❑ -� 20 80 160 CL SCALE: 1" 40' UJ w U w o � A 6" RWTR.* R:* LINE A, SEE SHEET 8 P/L ;. P\� DWTR.* 10+00.00= 12+35.23 LINE A P/L (TYP ) k.10+09.90 10+ 1 I�■1#-r//r ■■■cif/� fry/iri�rri��ii } a ~ Cf� 2 4 ''` r-3'w what's below, Call �re ypu dig, NOTE. WORK CONTAINED WITHIN THESE PLANS Tl SHALL NOT COMMENCEU N L AN ENCROACHMENT PERMIT ANDIoR A GRADING PERMIT HAS BEEN ISSUED. LLJ � The. private engineer signing brass plans is responsible for assuring the accuracy and acceptobility of the design hereon. In the..event of discrepancies arising offer cauoty Approval ar during construction, the private engineer 'shall be responsible for determining an acceptable solution and revising the plans for approval by the county. A MARK JS BY 3 2021 DATE AS BUILT ENGINEER SHEET 8. 1340 1330 1320 1310 1300 1290 1.280 10+90 LINE TABLE CURVE TABLE LINE NO. LENGTH SEARING CURVE LENGTH RADIUS DELTA TAN L6 35.37' N77'3120"W C5 4120' 55..00' 045'00'00" 22.78' L7 19.80' N83'03'30'W C6 24.42' 22.50' 062'10'50" 13.57' LB 7.92' N45'56'10 E C7 18.25' 22.50 04628'00" .9.66' L9 3.47' NOO'56'10"E L 10 6.56' N45' 19'00 "E FESS/Orel DAI(RF9F�, NO. 80614 N z * EXP. 03-31-23 XJ4 CIV11. \Q 9� 0 CAL%F APPROVED AS -BUILT AS -BUILT PLANS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DATE 10-24-22 � Date: 9/5/2023 By: 4e!�AT � SIGNURE STORM DRAINAGE CONSTRUCTION NOTES INSTALL 18" RCP, D-LOAD PER PROFILE INSTALL 24" RCP, D-LOAD PER PROFILE CONSTRUCT MANHOLE NO. 4. PER R..C.F.C. & W.C.D. STANDARD DWG. NO. MH254 10 INSTALL CATCH BASIN PER RIVERSIDE COUNTY STANDARD NO. 300 (V & W PER PROF7LE) ❑CONSTRUCT COMBINATION INLET CATCH BASIN NO. 2 PER COUNTY OF RIVERSIDE STANDARD NO. 13 302 STORM DR41N LAT A-3 ❑ 40 120 STORM DRAIN LAT A--4 20 80 160 0 40 120 SCALE: i" = 40' 20 80 160 SCALE: 1" = 46 THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION INSPECTION.. 'BALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY SEWER ALL WATER QUALITY DEVICES MAINTAINED BY RIVERSIDE CSA. ARE PER TR-36825 SEWER AND WATER PLANS, GOVERNED AND ALL ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED. MAINTAINED BY LEE LAKE WATER DISTRICT. SEAL -ENGINEER PLANS PW'RD Iff- SHEET No. BENCH MARK. NGS 71 A 77 P1DD 5 TRACT NO. 36825 I.P. NO 170020 170 FEET SOUTH OF THE SOU]74VEST CORNER OF COLDWATER ��ESS1 WASH 8R1DGE; 97 FEET WEST OF THE WEST EDGE OF COUNTY OF RIVERSIDE a 9 JAY AE N � I N � � � � CONCRETE PAWf71�IENT AND 2 FEET EAST OF THE RIGHT OF WAY 4 CM- S-m� ►�r� FENCE THE BENCH h ARK IS A CALIFORNIA DIVISION OF SCHEDULE A 6879 Airport Drive, fivers' CA s25f�4 HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STREET & DRAINAGE IMPROVEMENT NO. 7 73.i Te#:�95T) 68 24 a 688-4599 STAMPED---BM-BM-A-77--- u EXP. 6-30-20 * Un the � S� STORM DRAIN LATERALS A-1, A-2, A-3, & A-4 OF 7 SHTS F on Mitdhetl J. say R c.E 757 r oats ELEV.: 1058.40 (NA VD88 REVISIONS APPR GATE��iVCAL�� FOR: W.O. COUNTY a t 5� NIA FORESTAR 8736 FILE NO. 964-XX COUNTY DESIGNED BY: RDA DRAWN BY: RDA CHECKED BY: Rl�R H; AS NOTED• TOSCANA, LLC "a U. \Projects\ FOREMOST COMMUNITIES j8736\Engineering Phase 2\Tract 36825\Street Improvements14M-44-20T8-PLAN-A&B\Trans Storm Drain\SD-09-LAT A.dwg 1280 1270 1260 1250 1240 1230 1220 LQ C�} Q co y Q VT. w Q � Q z w c, CL 0 C.a p O7 w �CL , L ee-' PE R. i 1368�6-�4. 4 j i , a • 1lvra ! FUTURE ? E' FIN DOD _SEE -- - -- — GRbUND OVER STORj M DRAIN � CL 0 + ;.12 j T" 3 N t� �I. Ilk Ln 18+00 12 "DW*e 24" RCP LINE F 8"SWR*� TR. 35643 12"RW*- 1280 1270 1.260 250 1240 1230 1220 1.9+00 19+5.0 STORM DRAIN LINE F EXTENSION r •120 # %/// //%//f/,I•///////f/f/f1///f/f/! # 80 1.1 NaT WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ..s ENCROACHMENT PERMIT AND/OR .A 'r { GRADING PERMIT HAS BEEN ISSUED. s.air s. The. private engineer signing these plans is responsible for assuring the 0 JS 3-2021 AS -BUILT — �a belowaccuracy and acceptability of the design hereon, In the event of discrepancies arising after caunty.approml or during canstructior, the private engineer shall MARK BY DATE be responsible for determining an acceptable soli#ion and revising the plans REVISIONS Callbef m you dig, for approval by the county, ENGINEER 1260 1250 1240 1230 1220 1210 1200 - -T- — — - .... ...... ------ ..... -. --- — ... - 12 - z Z'� - - - ..... - - - - .... , -I j I_Zl�o. �y✓ _ o, w • ; �� anti i --: --{ ... --; — ��--;ten: � �__.... Ex.; SDI L# ; Q100 12 clrs r 5T IMP FLANS. T ¢a 4 FF� i �Noa M�4I►�1�rnrEa) — --. w..... - -- - 6�.40i LF 2 CP -.fSD0 1 ------------ --- - ---- ------------i PROFILE LE L4 T ' F-4-2 UTEN $ 1C N Na IRONrAL: 1 x� 40' - CAL: I "=$' 11 +00 24" RCP LINE Fr� TR. 36643 , , Cc 4 � i 30" RCA LINE F, TR. 36643 rs 12 "DW* 1260 1250 1240 1230 1220 1210 1200 12+00 12+50 LINE TABLE LINE NO. LENGTH BEARING L20 66.53' N39'30 00 "E L21 66.57' N75`26'IO"E CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C11 24.55' 45.00' L01*1550" I 12.5W URFACE AVER PIPE URFAC£ OVER. PIPE ! 12, NCHORS 3" CLEAR(TYP,) LOCATION SHOWN PER x PROFILE 1R OPTIONAL CONSTRUCTION 12" JOINT /4 BARS (TYP) CONCBEE PIPE SLOPE ANCHOR DETAIL N.T.S NOTES: 1. PIPE ANCHORS SHALL BE CONSTRUCTED AT 10' MIN. VERTICAL INTERVAL ON ALL SLOPES OF 4.1 OR STEEPER. E 2. ALL REINFORCING STEEL SHALL BE #4 BARS. J. CONCRETE SHALL BE CLASS 500-C-2500 CONCRETE. STORM DRAINAGE CONSTRUCTION NOTES E2 INSTALL 24' RCP, D-LOAD PER PROFILE ® CONSTRUCT CONCRETE COLLAR PER R.C.FC & W.C.D STANDARD DWG NO. M803 11 REMOVE BULKHEAD AND CONNECT TO EXISTING PIPE 12 INSTALL CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STANDARD DRAWING NO. M816 14 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. & W.C.D. :STANDARD VWG. NO. TS3a3 1--30"SD LOT 4 Q�OFESS/O,�il cA �,PZp D A I( PIL RF9 F�2 W rn wT NO. 80614 H z * EXP. 03-31-23 CIVIL '7 OF CA��E \� APPROVED AS -BUILT AS -BUILT PLANS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DATE 10-24-22 STORM DRAIN LAT F 2 EXTENSION Date: 9/5/2023 By:� SIGNATURE 9�k-__ e'B ❑ 40 120 20 80 160 THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION SCALE: 1- = 4V INSPECTION. *ALL DOMES77C WATER, RECLAIMED WATER, AND SANITARY SEWER ALL WATER QUALI7Y DEVICES MAINTAINED BY RIVERSIDE CSA. ARE PER TR---36825 SEWER AND WATER PLANS, GOVERNED AND ALL ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED_ MAINTAINED BY LEE LAKE WATER DISTRICT. SEAL --ENGINEER tows MPAf&V SHEET NO. C MARK: GS 71 A 77 PIDDX5558 TRACT NO. 36825 1. P. NO 170020 170 FEET SOM OF THESOUTHWEST CORN OF COLDWA ER TER �FES$Ii WASH BRIDGE, 97 FEET WEST OF THE WF..S"f EDGE OF COUNTY OF R[�IER5IDE �r ,EN a ►1V E E Isms CONCRETE PA"W AND 2 FEET EAST of THE RIGHT OF WAY CM E► � &e►s�ey►� �s,� FENCE. THE BENCH U4RK Is A C4UFORNIA alWWN OF SCHEDULE A 6879 Airport Drive, Fvers e A 92504 HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STREET &DRAINAGE IMPROVEMENT NO. 75731 � Tel:(951) 685— 24 v 688-0599 STAMPED-- EM-71-A-77--- STORM DRAIN LINE F & LAT F 2 Fes7 � . 6-30-20 # Under ft ZI- OF SHTS 4�` M . Ar70F ym RCE 757JI Dare: iii�� APPR DATE CIVl4 ELEV.: 1058.40 (NAVDB3 FOR: W.O. COUNTY p I' SCALE. FORESTAR FILE Iva. 964-XX a �L1F DESIGNED BY: RDA DRAWL BY: RDA CHECKED BY: RDR y; AS NOTED v NIA 873C COI.I NTY TOSCANA, LLC � U:\Projects\FOREMOST COMMUNITIES\8736\Engineering Phase 2`Tract 36825\Street Imgrovements14-04-20IO PLAN A&B\Trans Storm Drain\SD 1d LATERALS F.dwg 1350 1340 1330 1320 1310 1300 1290 1280 1270 1260 15+00 15+00 LOT 2 17+00 18+00 19+00 STA.15+B2.14 7 MH NO.6 8 " DWTR. STA.15+78.94 LINE 8 �. STA.10�-00.00 LAT B-1 6 STA. 9 $+ ] D. D9 5TA.15+92.94 MH NO.7 q 1a q STA. 14+43.97 4 11 X-ING, SEE PROFILE __..__ �-- •-T--- -;' Y _ _ _ rt PAL STA.17+09.63....:� ac �^ CA w VJ _..- - - - %aJ - 5U3 cl q o " r � - - _� — _ w 2- .� 1 0Wo osy _ �3y i --- -- ❑ . . p� Q Q 15 �. wc�5os� _ - 5- - — PYDEBE-DRIVE,:" - ---- - _ s -' ❑ w — -.... —.... —... --- ----- - -- ..- ... --.M_ I - - . --- - - - Q _-..... :- +� .-.-... -- ....- — ....... - . -- ...... --. _._ - - - - ----- - RAC7 BOUNDARY -- - - ---- — - LLJ m FM —RE PAB - - LLI kj Q A WEST ENTRANC P%L 6" RWTR. rr U LAT B— 1, LOT 5 SHEET 1 8 SWR. 36" LINE B STORM DRAIN CL LOT s A" 20+00 21 +00 22+00 23+00 .......... 1350 1340 1330 1320 1310 1300 1290 1280 1270 1260 LINE TABLE LINE NO. LENGTH BEARING L11 265.67' N19°24'40"E L12 10.78' N17'39'10"W L29 250.79' N22-4730'W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C8 319.57' 494.00' 037'03'50" 165.60' C 16 89. 70' 1000.00' 005'08'20" 44.88' OFESS/p�\ D A IC NO. 80614 * EXP. 03-31-23 24+0624+20 l C►vi%- �Q �q� OF CAI �F APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT AS -BUILT PLANS ST . 9+54.45 LINE B= Date: 91512023 by: DATE 10-c-Lee VENTURE WAY 5T D 00 00 LAT 8 4 $ LOT 15 SIGNATURE 111'�3 --- ---- ------- --� 1 sr. �E -I-. - 8 ) ZZ-F09.54 LINE 8= STA. 19+73.10 STA.10+00.00 LAT B-7 PAL (TYP.) - G, SEE PROFILE STA.20+29.20 LOT 2 STA.22+90.61 $ STORM DRAINAGE CONSTRUCTION NOTES EC ARCH HILL DRIVE STA. 10+00.00 -P/L STA.20+29.20 LINE B= ❑ INSTALL 36" RCA, D-LOAD PER PROFILE STA. 10+00.00 LAT 8--2 $ STA.21+29.68 3 STA.20+39.98 " # 12 STA.23+80.37 BC EC MH NO-8 6 8 DWTR• LOT B �3 4 CONSTRUCT CONCRETE COLLAR PER R. C.F. C & W. C.0 STANDARD DWG, NO. M803 .. T.. .. v •, \. SHEET 12 ----------- ............. " ..._..-- _-- .-._...- .- -- .---....."..""DWTR.s CONSTRUCT MANHOLE NO. 2 PER R.C.F C. & W.C.D. STANDARD DWG. NO. MH252 n DW - T .r] 4t l _ -- C NSTRU 21 UP 22 i- O GT MANHOLE NO. 4 PER R.C.F:C. & W.C.D. STANDARD DWG. NO. MH254 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.FC. & W.C.D. STANDARD DWG. NO. JS227 S ._--PWEBES-DRFVE - '" - -- - - "6 "�. Rw R - - I REMOVE BULKHEAD AND CONNECT TO EXISTING PIPE .—�---•... .... ...... ---.. ."�.� [!] /� -------_ -—"""""" LET B-6r❑ INSTALL CONCRETE BULKHEAD PER R.C.FC: & W.C.D. STANDARD DRAWING NO. M816 — - — / SHEET 13 36 LINE B 12 { STORM DRAIN CL L I B-4, TRACT BOUNDARY * STA.22+36.61 P SHEET 12 8" SWR_ LqT B-7, X� ING, SEE PROFILE * SHEET 13 FUTURE PHASE R ST4.22+32.61 6" RWTR. X-ING, SEE PROFILE PARCEL 'B9' LLA 5551 REC. 9-27--2016 AS DOC. NO. 2016-0421188, O.R. STORM DRAIN LINE B w � 0 40 120 ti CL 20 80 160 CL SCALE: 1" 40' o 0 SEAL —ENGINEER ~ NOTE- WORK CONTAINED WITHIN THESE PLANS Q$$I o U3 OD SHALL NOT COMMENCE UNTIL AN JAY o ::: rsr : ,�-,r ENCROACHMENT PERMIT AND OR A � f s�1s,...... GRADING PERMIT HAS BEEN ISSUED. {{ .` 1' W ' ^-� rllliLi't,� S V CC NO. 7'S73] The private engineer signing these plans is responsible for assuring the 0 JS 3-2021 AS -BUILT EXP. 6-30-20 CL te�aa,,�,� >Nil�i� Oi accuracy and acceptability of the design hereon. In the event of discrepancies vrisrng after county approval me during constructiar, the Private engineer shall MARK BY DATE APPR DATE CIY1� CL be responsible for determining an acceptable solution and mw&ng the � CL Call MOM plans REVISIONS for you approval by the county. ENGINEER COUNTY nru►r: THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY SEWER ALL WATER QUALITY DEVICES MAINTAINED BY RIVERSIDE CSA. ARE PER TR-36825 SEWER AND WATER PLANS, GOVERNED AND ALL ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED. MAINTAINED BY LEE LAKE WATER DISTRICT. AENCH MARK.- NGS 71 A 77 PIDDX555S TRACT NO. 36825 I.P. NO 170020 SHEET NO. 'ql�M 170 FEET SOUTH OF THE 50uI1MST CORNER OF COLDwA TER WASH BRIDG& 97 FEET WEST OF THE WEST EDGE OF COUNTY OF RIVERSIDE E N Ea ■ At E` E' R S �� PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY 1 co --qurvey,W fWa� FENCE THE BENCH MARK 15 A CALIFORNIA DIVISION OF STREET` DRAINAGE IMPROVEMENT 6879 Airport Drive, verside, CA 92504 HIGHWAYS BRASS DISK 1N 2 INCH IRON PIPE AND CONCRETE Tel:(951) 6 8— 241 a 688- 599 SrAMP�-- --�+-7i A- 77 STORM DRA1N LINE B �Z Under the �,`� Ste, �, STA. 14+43.97 TO 23+80.37 OF � 7stirs J. ,mow, R.CE. 75731 Date. E5 SCALE: 1058.40 NAVI388 FOR. W.O. COUNTY N/A FORESTAR FILE NO. 964-XX o DESIGNED BY: RDA DRAWN BY: RDA CHECKED BY: RDR H; AS NOTED V. 8738rt7SCANA, LLC a U.\Projects\FOREMOST COMMUNITIES\8736\Engineering Phase 2\Tract 368251Street Improvements \4-04-2018 PLAN A&B`Trans Storm Drain\SD II -LINE B.dwg 1320 1320 - - -- LL - - ."._ ..........-----....."".... ""... _ I A.; :fl ", i k4 SD 'X--r G fi" WTR i I i i 128& 73 i TOP Sf] i 1310 I i----- I IsrA1 10+21.21 i I I 1310 I " i-- 1291.35 BCT WITR ' 1288.71 TOP 5 I 9 c� I 00 +i 31fA. 1Q+i 166 ! --- L(j 3D0 " 0 +f. 1300 , 82.27 oP I SwR et- i" 129a 1290 I T - i I _ - _" I I , 1280 1280 ._...........--------- - -- - - - --- cc � !I m`ca? )i"07dis� 00 z�I �� ate. I ca z� a� I aas •H-�iU� Zw Z co ,i , [r} 12 - cs u� 1 `i I I { 00 �y1MAX 27.4 - 22-BPS- ......... - ,........", ""."....".. ..._ _ FPS VMA}X 7} 4 F"PS (HOW AWINTAINED) I LF 12sD I .. " i ;_ "------"", - .� Lk- 1 -- �L 1260 CPS D-i1 0 Hn E , I PROFILE SCALE HORIZONTAL: = O' LA T "=8' VERTICAL: 1 10+00 11 +00 'I D •' 0.35 i Q7 I STA.15+78,94 LINE 8 1 ' STA. I N45. 6; L� 1 EC STA. 10+� (!? ' MH NO.9 ... ,;yam. PIL ; &' Zu Q a �w Q � Y STA. 10+58. E PIL STA. 10+26-76 N X-ING PER PROFILE t j LLI 8 D ,� " STA.10+21.21 X-ING PER PROFILE LINE B PER SHEET 11 * 6" RWTR. STR.10+ 16.56 8" SWR. * X-ING PER PROFILE -�t 4 STORM DRAIN LAT 8-1 W �.. 1340 1330 1320 13 10 1300 1.290 1.28.0 LAT B-4, SEE SHEET RIGHT 1X31i LF 18i RC P ID-1500 -- . - -- - - SCALE PROFILE T i -g Z HORIZONTAL: 1 =CFO' t/l I " ` VERTICAL: 1'=8' BOUNNARY 10+00 6" R.WTR.* SWR. * .. ........ .... - Me 1340 1330 1320 1310 1300 1290 1280 10+90 CL 20 80 160 a SCALE: 1" = 40' p U a ~ NOTE WORK CONTAINED WITHIN THESE PLANS � SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A Q{ { , ' '01 '.1 A` ? I� GRADING PERMIT HAS BEEN ISSUER. � �:J wr �LS� ",.• Qu_ The.. private engineer signing fhese plans is respansiNe for assure the 1 JS 3 2021 AS BUILT 4 Q vduft below accuracy and acWtobility of the design hereon. In the event of dixrWnc+es onsing after county approval or during construction, the: private engineer shall MARK BY DATE 6e for the Qfor a Call beforeiE responsl6le rfefermining. an .gCceptahle svtu6vn and revising plans: approval 6y the ug county, ENGINEER 1.3.60 1350 1340 1 330 1320 1.310 1300 . --------------- I I i i i I i r 1IVi�5h L! I i I JURFAC£y---- i ....�- . ' 6VEI STORM 1 i i ---.....---- I DRAIN " CL . ........ .... -_ i , i I i i I .... ----- -----.. .... ..... .......... .... ..... , I l I I I I ^i•.`n w; ca 10 I F , a Ii o, 7 ��I ,. , I xP i ti OC iI G- II $=O:DZQO - I� Ii - ---- - -- - r-0rn0 SS� _ I LAT B- 7, SEESHEET SHEET 1 `_ --, -- - ------ - ... Q1i0 5.8 !CFS .9. iFPSi - - (HOA M4NT4NEQ) i ........- ............ ........I... , 11. 6' �F 18" R 4-150 C PROFILE SCALE HORIZONTAL ]4Q B" ` VERTICAL: 1 "=8' 1360 1350 1340 1330 1.320 1310 1300 10+00 11 +00 10+11.74 2 G 1 , 7�� STA.1 Q+ 18.8 ] 10 Crt nlm01. p �,', 16 LAT B-6 SEE SHEET 13---•A TRACT BOUNDARY 8" RWTR.* 8" SWR.* \8" DWTR.* LINE B PER SHEET 11 8" DWTR.* STORM DRAIN LAT B-3 ❑ 40 120 20 80 160 SCALE- 1" = 4U 1340 1330 1320 1310 1300 1290 1280 -------- -----: I , PROFILE SCALE HORIZONTAL:cc �? c� + 4 ai a o �-VERTICAL=8 I 4 L7 k k i CN III ]C F_ 10 rn 0::Nn a� cr, �D I �rtr, x .� r - ------------ -- - - - - ------ - - I I i i i I I I^ I I� I •i - r� I i I I i �' I rn rl. I � a I �. I ' -; +� + a! � orn�� ;aim aI CRIO�c o. ,•� i FBI � I I i I I i 4. FP 1 1! j' 6.7 LF 24 I I i - - - -i- - fl1-�j s. es'4 A 29. Q ?Q0 :CFS Ax 1.2. ...FPS---'- (HCjA AAINTIAINF3 `F5� 10+00 T 8414 11+00 1.340 1330 1320 LINE TABLE LINE NO. LENGTH BEARING L 13 10.35' N6424'40"E L14 12.92' N70'35'20"W L15 18.01 N35'32 10 E L16 L 17 18.41' 22,2.7' N7734'40"E N6428'50"W L 18 21.21' N6747'30"W L19 19.67' N52°12'3[]"E L22 77.53' N05'43'50 "W L25 48.08' N,31 •Zo'zo"£ CURVE TABLE CURVE LENGTH N RA !US D DELTA TAN C9 35.34' 45.00' 045'00'00" 18.64' C10 3102' 45.00' 042'02'30" 1.7.29' 14 C .1 18 6 22.50 4 Q4fi 1 20 9 61 C12 20.70' 22.50' 052"42'20" 11.15' 1310 STORM DRAINAGE CONSTRUCTION NOTES INSTALL 18" RCP, nLOAD PER PROFILE INSTALL 24" RCP, D-LOAD PER PROFILE 1300 5 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.0 & W.C.D STANDARD DWG. NO. TS303 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER .R.C.F..C. & W.C.D. STANDARD DWG. NO. JS227 ® CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. MH251 1290 1 INSTALL CATCH BASIN PER RIVERSIDE COUNTY STANDARD NO. 300 (V & W PER PROFILE) 12 INSTALL CONCRETE BULKHEAD PER R.0 F.C. & W.C.D. STANDARD DRAWING NO. M816 1 �# INSTALL 24" CORRUGATED HOPE PIPE 280 18 CONSTRUCT ADS N-12 DUAL WALL HDPE PIPE 11 +70 8" DWTR:* LINE B PER .SHEET 11 PIL 8" SWR. * fiu RWTR 15TA.10+18.01 STA.10+51.02 BC EC LAT B-5, SEE SHEET 13 PIL ',ol• ' ` STA. 11+35.64 r •„ .� SEE SHEET 17 FOR BASIN DETAILS GAT B-3, SEE LEFT r rri 2 n -_ T77 STA.10+87.59 Q d 1: 0 N ..I • STA.10+593 BC STA.1.0+65.19- W- STA ] 0+54.19 STA.1 Q+00.00 LAT 8-5a i 9 1 v`J srA.10+28. 33 Q�OF ESS/p� �-INC PER PROFILE `c�� p D A I(� l ty STA.10+ 16.81 X-ING PER PROFILE � N0. 80614 N STA. 10+00.00=.. * EXP. 03-31-23 STA.19+54.45 LINE B $ STORM DRAIN LAT B-4 ��q�OF CAI\F\� 0 40 10 APPROVED AS -BUILT AS -BUILT PLANS Em 20 80 16� RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DATE 10-24-22 � SCALE' 1" = 4C' Date: 9/5/2023 - By. -- --= SIGNATURE NU1L: THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY SEWER ALL WATER QUALITY DEVICES MAINTAINED BY RIVERSIDE CSA. ARE PER TR-36825 .SEWER AND WATER PLANS, GOVERNED AND ALL ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED. MAINTAINED BY LEE LAKE WATER DISTRICT. SEAL -ENGINEER "S PPOUREDsr• SHEET NO. BENCH MARK.-NG5 71 A 77 PlDDX5558 TRACT NO. 36825 L.P. NO 170020 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDYDWTER QESSI WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF12 a CONCRETE PAVEMEM AND 2 EAST r THE RIGHT of WAY COUNTY OF RIVERSIDE ,1►►r ESErwvmmrAng N [�r ► Nor E FEvM THE BUvcH MaRK Is A WFORNA nlWsrON OF STREET DRAINAGE IMPROVEMENT ca �► HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE 6879 Airport Drive, iverside, CA 92504 y N 7573� y ��y�Teyl:t957} 688- 2 r s -asss srAI PEa--_-BM-7f a-7 -- STORM DRAIN LATERALS B---1, B-Z B-3, & E-4 7� �. 6-30-20 7� y��yp. y.�q � WM of OF SHFS +rrv�4 n�xison, - .E 75731 Date: ELEV.: 1058.40 �NAYDB$ APPR DATE �% �� FOR: W.O. COUNTY a REVISIONS � � DESIGNED BY: RDA DRAWN BY: RDA CHECKED BY: RDR SCALE: ; AS NOTED U. N/A OSCANA, 8736 FILE Na. 964-XX � couNTY ToscANA, LLC U. \Projects \FOREMOST COMMUNITIES\8736\Engineering Phase 2\Tract 36825\Street Improvements \4-04-2018_PLAN_,A&B\Trans Storm Drain\SD 12-13 LATERALS B.dwg i J"FLJ I JDu 133D 1350 1.320 1340. 13.10 1.330 11300 1320 1290.. 13.10 . 12.80 13Qi Pu 135.0 1340 1340 1330 133a1.32(7. 13.2fl 1310. 1310 130 1300 .1290. u STA.10+70.8B MH NO.1.1 9 . f.. Q STA.10+67.72 £C STA.10+44.21 X-ING, SEE PROFILE STA.10+37.13 X-ING, SEE PROFILE STA:10+32.37 4 BC STA_ 10+27.72 X-ING, SEE PROFILE STA.10+ 16. 97 X-1NG,. SEE. PROFILE �I STORM -DRAIN LAT B STORM DRAIN LAT B 7 STORM DRAIN LAT B-5 LINE TABLE LINE NO. LENGTH BEARING L19 19.67' N52'12'30"E L24 62.95' N31'26'20"E L26 28.13' N22' 12'30 "E CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C 15 35.34' 45. 00' 045-00,00 1 B. 64" STORM. DRAINAGE CONSTRUCTION NOTES . ...... E] INSTALL 18 " RCR D-LOAD PER PROFILE ❑ INSTALL 24" RCP, D-LOAD. PER PROFILE. 4 CONSTRUCT OONCRIrTE. COLLAR PER R.C: F.0 & W C.l3 .STANDARD .DWG NO. M$03 ® CONSTRUCT .JUNCTION STRUCTURE NO. 2 PER R.C.F..C. & W.C,D. STANDARD DWG. NO...JS227 ... CONSTRUCT MANHOLE NO. I PER R.C.F...C. & W.C.D. STANDARD. DWG. :NO, :MH251 1 a INSTALL CATCH BASIN PER. RIVERSIDE COUNTY. STANDARb NO. .300 .{V & W PER PROFILE} 12 INSTALL CONCRETE BULKHEAD . PER .R.C.F.C. &..W..C..D....STANDARD DRAWING. NO. MB.16 1 CONSTRUCT COMBINATION INLET CATCH :BASIN. NO. 2 .PER .COUNTY OF :RIVERSIDE STANDARD..NO. 302 14 INSTALL 24" CORRUGATED HDPE PIPE ❑ 40 120 0 40 120 0 40 120 LNO TE. ------------ 2n $U 1 fi0 20 80 1 fi0 THIS PROJECT IS BONDED AND IS T0. BE INSPECTED BY CONSTRUCTION 20. 80. 160 SCALE I"= 40' SC 1" 4V 4ALL DOMESTIC TER, RECL41r4iED WATER, AND SANITARY SEWER SCALE: 1" = 40' INSPECTION. WATER QUALJTY DEVICES MAINTAINED BY RIVERSIDE CSA. RE PER TR 3: 825 SEWER AND WATER PLANS, GOVERNED AND ALL ON —SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED. MAINTAINED BY LEE LAKE WATER DISTRICT. ER Q SNEET NO. ApTF. BFNGH h1ARif: NGS 71 A 7 Pl X TRACT NO. 36825 1. P. NO 9 70020 :SEAL —ENGINE }. WORK CONTAINED WITHIN 77i£SE PLANS 170 FEET SOUTH OF THE SON�EST COI�NE14 OF COLDWATn`2 WE5T P �� WASH BRIDGE 97 FEET' OF THE EDGE OF JAY HIV G ► IV 1_. 1. R' S COUNTY OF RIVERSIDE 13 SHALL NOT COMMENCE UNTIL AN �Qt� CONCRETE PAVEMkM AND .2 .� EAST OF THE RIGHT OF WAY . 0 ENCROACHMENT PERMIT ANDIOR A y ONCE. THE € MH MARK IS A CAJJFaRNA DIW90N OF STREET DRAINAGE 1MPRC.I/EMENT a 04 q y `5j ; s' G M1 AS BEEN ISSUED.' 6879 Airport Drive, Riverside, HIGHWAYSBRASS 2 INCH IRON PIPE AND CONCREFE a .t{€� RATTING PERMIT H E R A STAMPED :---,Q�,j...tJ15K IN ....T. ?I•. NO. 75731 Te#:(951} sss— z4 Fax 1} sss-D599 STORM DRAIN LATERALS 8-5, 8-6, & B-7 � 7 � G. q q * EXP. 6-3D . * tr�MM OF SHTS The private . engineer. signing these .plans is responsible far assuring the # {� 1 JS 3-2021 AS -BUILT �� accuracy and acceptability of the design hereon. In the event of discrepancies �C+,, CJYlL 1!l J. Adldsan, .. 75731 Dates ELEV.: 1058.40 (NAVDSB) QL ■ arising after caanty appravaf ar 'during canstructrar the private engineer shall MARK BY DATE AP P R DATE "/.�Ti• �� FOR: W.U. COUNTY Q be responsible for determining an acceptable solukbn and ►eviany the plans RlwVISICNS •CC �' � SCALE: FOREST'AR FILE No. 964-XX � - DESIGNED BY: RDA DRAWN BY: RDA CHECKED BY: RDR NIA � � Callfar approval b the caun . FI; AS NOTED 11.• % $ 736 � I�e�ane you dig. �� y � ENGINEER COUNTY TC]SCANA, LLc rwc .. ...................... U..\Projects\FOREMOST COMMUNITIES\8736.1Engineering.:Phase .2.,Tract. .36825.,Street...Improvements.\4--04-201.B PLANS•1&B\Trans..Storm..DrainjSD 12--:1.3._LA...ERALS B.... wg. i9 o � Q Lo Z o � c� co w m cc A< is.J ti w t, w Fes. � U] � CC j Lo a � � Q w L� D w � � � Q � CURB FACE wr w*alirs below, Call more you TEMESCAL HILLS DRIVE f i PHOEBE DRIVE PHOEBE DRIVE i.16' � �L � ca Z 2-88Y.. 2 2q MAX g FL 0 2--4.7$ LLj �L4J 4— w 2_MAXAXMAX — PHOEBE DRIVE do FUTURE PA8 EST ENTRANCE 9�. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED. the private engineer signing these plans is responsible for ossurr'ng the 0 JS 3-2021 AS -BUILT accuracy and acceptobility of the design hereon. In the event of discrepancies oising after county opproval or during construction. the private engineer sholl MARK BY DATE be responsible for determining an acceptable solution and revising the plans for approval by the county. ENGINEER 10.76 8.33% 6' LANDSCAPE PARKWAY -IN 1.a9Z i i ! //� 1•�/flil��//�fi////i///i/////ice !///J//////////f/!/E� REVISIONS APPRI DATE COUNTY -� TEMESCAL HILLS DRIVE 6" CURB FACE 6' LANDSCAPE PARKWAY CZ! 79.73 0"—+6" CURB 9 CBI I d12-2.5' 82.17 "14- GBIFVA 2 2.5 o cKj' a 79.99 -- 80.91 j S/W PER PA-22 A% 82.2 PARK IMP. PLANS I �oQ�oFEsslo,�� TEMESCAL HILLS DRIVE & 0 10 30 DAIL RF9 Fy ^ SUNDRCP DR. 20 40 TOMW � a NO. 80614 `n SCALE: 1" — 10' * EXP. 03-31-23 fJ Civil. �Q 9� 6F CALF AS -BUILT PLANS APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DATE 10-24-22� Date: 9i5i2023 By — SIGNATURE : �C LLJ 8' TRAIL !� � 0 8' TRAIL o ..... W 22 MAX '`' 1- , 8.29% 3.827. s FL a MAX air- LAj 5.8D9' T� 5.8C7- TEMESCAL HILLS DRI VE TEMESCAL HILLS DRIVE & FUTURE PAS EAST EI�TRAIVCE � 0 0 5 20 SEAL —ENGINEER 4AY NO. 73731 � * ExP.6-30-20 �t�4_OFC ��>�vt� THIS .PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUC77ON INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WAFER, AND SANITARY ALL WATER QUALITY DEVICES MAINTAINED . BY HOA. SEWER ARE PER TR-36825 SEWER AND WATER PLANS, ALL STREETS & ON —SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE GOVERNED AND MAINTAINED BY TEMESCAL VALLEY WATER NOTED. DISTRICT. PLANS 1 9980 MARK: NO 71 a 77 5s8DWRTER TRACT NO. ,36825 I.P. NO 170020 SHEET NO. EET UF%I OF THE SOUINWE'S7' ORNEt? OF OF CGL 170 F SOC COL COUNTY OF RIVERSIDE WASH BRIDGE 97 FEEF WEST OF THE ► EDGE OF H AI aar ■ At AF E R' S = CIE PAVEMENT- AND 2 FEET EAST Of THE RIGHT OF WAY SCHEDULE "A"cc Cif ray g Flann�a►ag 6879 a�art Drive, Riverside, CA 92504 FENCE. THE BENCH M41RK IS A C4L.IFORNW DMSION OF HIGHWAYS DISK IN 2 INCH IRON PIPE AND CON ?L7E STREET & DRAINAGE IMPROVEMENT Te1:(951 }fi8 — 4 ax• 1 688-0539 SFAMPEI]--BM-7? R-77-- sue, � �, CURB RETURN DETAILS OF17 sxr5 Ate► Jy AdAerC R C.E 7573t tatB: ELEV.: 1058.40 ([VA VD88) FOR: FORESTAR TOSCANA, LLC W.O. 8736 COUNTY FILE NO. 964-XX DESIGNED BY; RA DRAWN BY: RA CHECKED BY: RDR SCABN/A H. AS NOTED U• U:\Prolects\FOREMOST COMMUNITIES\8736`Engineering Phase 2\Tract 36825\Street Improvements \4-04-21018_PLAN—A&B`36825—ST_14--CURB RETURNS.dwg 85.87 '�`� � � 5' LANDSCAPE T� 00� i Fula PARKWAY I 85.94 85.80 85.24 F � F5 � rya S/ W PER PA-22 �a f 4 85.46 85.76 `� PARK IMP PLATYS /¢ FS 70 85.25 a a GB FL%4/2- 55 85.46 GBFL d2-.5 $ 75 a 05.68 FS z MAK 5.727v�v 1.58i .,� .wc I .0-' MAX �a ,,z LO I� �y J d�. 2.609 N_to .-� o �URB FACE FUTURE TRAILWOOD �° 6CURB FACE S/ CT. PARK IMP. PLANS 0 . _..........................___,._ — I — C cz, Q V7 � � w 2 { ca CL Q a LL' w U LLJ w Q 0 7 C.] cf3 LL L2 O C dCL NOT WORK CONTAINED WITHIN THESE PLANS .'" SHALL NOT COMMENCE UNTIL AN S ENCROACHMENT PERMIT AND%OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the Q JS 3-2021 AS -BUILT w vwhan bekaccuracy and acceptability of the design hereon. In the event of discrepancies a arising after county approval or during const=Aor, the private engineer shall. MARK BY DATE d woreyou dIg be responsible for determining an acceptable solution and revisrng the plans for approval by the county. ENGINEER REVISIONS SEAT.. -ENGINEER �c 3AY * EXP. 6-30•-20 APPR DATE '�% Clv1� \R COUNTY �� o 0 F_ 05.O 07.63 05.50 0 91 G 2.5' - 7o MAX ° 2% rim 0 n TRAILWOOD e r - - - - - - - - - - - - - - TRAILWOOD CT & SPROUT.- i/rf��ri/f� �rfr/rirrfrrff//r/fry �r/ri/irfri/rrrrrrrf� 07.7 � �Q 5 SIDEWALK a � C. 0" 6" CURB ........................ o� 8..02Y° Cd L o� a2 SCALE: 1" = 10' �oQ VESS/' DA IC RF9 F N0. 80614 `n z * EXP. 03-31-23 APPROVED AS -BUILT s RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT % 9� OF CAL\F� Date:9i5i2023 By: AS -BUILT PLANS PROP. C&G DATE 10-24-22 PER TR36825 SIGNATURE SIP � 7Q020) Y �-� ¢u, ,G, a H �� SLr7 �`r, �`,. VALK �_ 7' 5' 7' INTERSECTING STREETS ELEV. 'A' ELEV. '8' ELEV. 'C ELEV. V ELEV. 'E' ELEV. 'F' SLOPE 'G' SLOPE 'H' THD/SUNDROP DR. 1282.35 1282.10 1283.36 1282.93 1282.68 1282.35 6.14Z 4.71% TOM MORGER CT SfYLAND WAY 1304.48 1304.72 1304.71 1304.98 1305.22 1305.34 3.86X 1.71Z MODIFIED CURB RAMP (CASE D) PER COUNTY OF RIVERSIDE STD. DWG. NO. 403 N.T.S. NOTE: THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY ALL WATER QUALITY DEVICES MAINTAINED BY HOA. SEWER ARE PER TR--36825 SEWER AND WATER PLANS, ALL STREETS & ON --SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE GOVERNED AND MAINTAINED BY TEMESCAL VALLEY WATER NOTED. DISTRICT. ftfts IPREP,W • 77 PIDDx5558 TRACT NO. 36825 !. P. NO 170020 SHEET NO. 17 CORN LDWATER O FEET SOUTH � THE SOUTT-lN+EST ER OF CO COUNTY OF RIVERSIDE . WASH WDGE, 97 = Wf�sT OF' THE WEST EDGE OF E � � � � E � � � CONCRETE PAVDAW AND. 2 fF�T EAST OF THE RICH?" OF WAY SCHEDULE A 15 C" S%*mkwing %ff , Ov I ftni ,V FfACE 7HE BENCH MARK IS A CALIFORNIA DDVISION OF STREET & DRAINAGE IMPROVEMENT 6879 Airport Drive, Rivars'sde CA 92504 Tel:(951) HIGHWAYS a%5S DISK 1N 2 INCH IRON PIPE AND CONCRETE STAMPED--BM-71 A-77-- 688— 24 Fo ?68-0599 q under �� S+yvervmron oh CURB RETURN DETAILS of 17 SHTS; Jay R 31 ELEV.. ? 058.40 (NA VD88) FOR: FORESTAR TOSCANA, LLC w.O. 8.736 COUNTY FILE NO. 964-XX DESIGNED BY: RA DRAWN BY: RA CHECKED BY: RDR SCALE: N/A H. AS NOTED v UAProiects\FOREMOST COMMUNITIES\8736\Engineering Phase 2\Tract 36825 jStreet Improvements\4-O4-2018-PLAN-A&8\36825-ST-15-CURB RETURNS dwq 01 � 314 lj RA . 6 to Q _L_. Q CLASS "B" CONCRETE V q 1 M � O t 318 RAD. LU Ix L N§i r 0 Q LLd a 4 100 r16" CURB ONLY DETAIL �� N.T.S. —ROADBED WIDTH TO THIS POINT 2$ - ].5' TC PER �, PLAN _ �}� �4 3/4" RAD. 1 RAD. ° i i i i 0 LLJ m W 0 CL i i i i 6' LANDSCAF PARKWAY I PHOEBE DRIB ./FUTU VENTURE WAY 10 AC PAV'MT. 2% OVERLAY 1.5% MIN. / 2.5% MAX. a CLASS nB" CONCRETE U s" CURB & GUTT RDETAIL N.T.S. 0 ` STREET 20 1" = 10' NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED. q$] 40 5' SIDEWALK 5' LANDSCAPE PARKWAY 6° CURB FACE :URB PHOEBE DRIVE & ARCH HILL DRIVE/FUTURE STREET i 40 i 2' MIN, OVERLAY AT ,--0.10' MIN. THICKNESS. OR AS DIRECTED SAWCUT EXIST. PAVEMENT II MIN VARIES I EXIST. PAVEMENT TO BE REMOVED 3% MAX SA WCUT & JOIN DETAIL N.T.S. b (;UNLf FAUE. MODIFIED CURB RAMP DETAIL N.T.S. r the private engineer signing these plans is responsible for assuring the 1 JS 3 2021 AS BUILT riii�� accuracy and acceptability of the design hereon. Jn the event of discrepancies ri�� . arising after county opprov01 or during construction, the private engineer shall MAR{C BY DATE be responsible far &femmining on acceptable solution and reri&rng the plans �m � dig. for approval try the county. ENGINEER Call REVISIONS APPR DATE COUNTY SEAL ---ENGINEER ESSIq� JAY 4 NO. 75731 * EXP. 6-30-20 IYCAL1F�r� f F 87.87 GB FL 2% MAX-\ d12-2.5 PHOEBEDRIVE 29 tv w- ch 5.97% 5' SIDEWALK d. r ■ t ■ DRIVE a ■ REC. CE DRIVEWAY r0 10 30 i 40 i , *VESS/Orel DA If; RF9 Fyn NO. 80614 `n * EXP. 03-31-23 (IF CAL\E APPROVED AS -BUILT AS -BUILT PLANS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DATE 10-24-22 Date: 9i5i2023 By: j�� —� SIGNATURE NUI L. THIS PROJECT IS BONDED AND IS To BE INSPECTED BY CONSTRUCTION INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY ALL WATER QUALITY DEVICES MAINTAINED BY HOA. SEWER ARE PER TR-36B25 SEWER AND WATER PLANS, ALL STREETS & ON —SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE GOVERNED AND MAINTAINED BY TEMESCAL VALLEY WATER NOTED. DISTRICT. RANS » BwK * BENCH MARK.-NG5 7! A 77 PlDDX5558 TRACT NO. 36825 I.P. NO 170020 SHEET NO. 170 FEET SOUTH OF THE SOUWfST CORNER OF COLDWATf R ►E N G ► N E' E R S �I BRILL 97 �r >� OF THE war EDGE OF AND S ACLU EAST OFW� o of MY COUNTY OF RIVERSIDE ';4 16 Co F THE , SCHEDULE 0 68 9 Airport Drive Riverside, 925�04 HIGHWAYS BR4SS DISK IN 2 INCH IRON PIPE AND CONCRETE STREET AND DRAINAGE IMPROVEMENT Tei:[951] 6 F 951} 688-0599 STAMPED --- BM-71—A-77---. 17 under me •+y,r CURB RETURN DETAILS OF SHTS 75731 Date: ELEV.: 1058.40 (NA!288 FOR: FORESTAR TOSCANA, LLC W.O. 8736 COUNTY FILE NO. 964-XX o DESIGNED BY: RA DRAWN BY: RA CHECKED BY: RDR scALE NSA H. AS NOTED V- CL U. \Projects\FOREMOST COMMUNITIE'S\8736\Engineering Phase 2\Tract 36825\Street Improvements\4-04-2018 PLAN A&B\36825--ST 16 CURB RETURNS.dwg 1 1 W � q , r V d LLJ � � Q h Q � w W � U __J CL CL C3 W Q 0 a o d Q (i �U q w Q (CL i 20 .0 VZZZA>• if//. ///r.l• i 40 :# SCALE:i Call bomm you NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL .AN ENCROACHMENT PERMIT BIND%OR A GRADING PERMIT HAS BEEN ISSUED. w CONSTRUCTION LIMITS l DAYLIGHT / f-r1lnl■ ranelifA^1r nn•7rrn1rnrini! aenrr-n FESS/p�\ D A IC RF9 t� NO. 80614 * EXP. 03-31-23 �t ,ff CIVIIL \Q 9� OF CAL\F U CONSTRUCT 6- THICK, CLASS A' CONCRETE 1.S CONSTRUCT CUT—OFF WALL I' THICK X 5' DEEP PER 'CUT OFF" WALL DETAIL HEREON The private engineer signing these plans is responsible for assuring the Q I JS 3-2021 AS -BUILT accuracy and acceptability of the design hereon. In the event of discrepancies nrisOg after comfy approval or dwing construction. the private engineer shall MARK BY DATE be. responsible. for determining an acceptable solution and revising the plans for approval by fhe county. ENGINEER HINGE W% THREADED ROD. 1 " TUBE STEEL 24" CORRUGATED HDPE-1 1" TUBE STEEL 2 2:1 SLOPE a ur-cr i.ui—urr WALL SECTION A --A SCALE. I" = 5' SECTION B-B SCALE: 1" - 5' 15' ACCESS ROAD SECTION C- C SCALE 1 " — 5' #4 TIE BAR EMBEDED I' INTO SPILLWAY, SPACED 18" O.C. 24" CORRUGATED HDPEJ BASIN BOTTOM 1302.0' NOTE: H PE TRASH RACK THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER AND SANITARY SEWER FRONT VIEW ALL WATER QUALITY DEVICES MAINTAINED BY RIVERSIDE CSA. ARE PER TR-36825 SEWER AND WATER PLANS, GOVERNED AND SCALE 1 = 2' ALL ON —SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED. MAINTAINED BY LEE LAKE WATER DISTRICT. SEAL —ENGINEER rMO » er. BENCH MARK: NGS 71 A 77 PIDDX5558 170 FEET SOUTH OF TT E SOUTHWEST CORNER OF COLDWATER Q�DFE5S1 WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF y .Ar III a I N IE E` 1 rS` CONCI` PAVEMENT AND z FEET E45T OF THE RIGHT OF WAY '�D�._ G]iv�l. Seorve�yArg Flanrnb�g FENCE: 7HE BENCH MARK IS A CALIFORNIA DMSION OF '� Aso► , 6879 Airport Drive, R'sv side, CA 92504 HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE C NO. 75731 � Tei:..(951) 688-0 x 1 ]Z B-0599 STAMPED---BM-71 A-77 - * . EXP. 8-30-20 * Ilrrder the ELEV. • 1058.40 (NA VD88 C�Y4� A6t ! J. ROE �5731 Date.• APPR DATE '� \�` FOR: REVISIONS �(,�'j SCALE.- COUNTY DESIGPVED BY: RDA DRAWN BY: RDA CHECKED BY: RDR 1..I. AS NOTED V. N/A TRACT NO. 36825 I.P. NO 170020 COUNTY OF RIVERSIDE STREET DRAINAGE IMPROVEMENT INLET BASIN DETAILS W.O. FORESTAR 8736 TOSCANA, LLC SHEET NO. 7 OF 1 I sHTS COUNTY FILE NO. 964-XX Trans Storm Drain\SD 17 LINE B—INLET.dwg U:\Projects\FOREMOST COMMUNITIES\8736\Engineering Phase 2\Tract 31 5\Street lmprovements\4-04-2018—PLAN--Ads