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965yy_spp_sdIN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA STREET IMPROVEMENT PLANS GENERAL NOTES: 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPERIOWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT OF WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SA77SFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES ANDIOR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERM17TEE 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 TRANSPORTA77ON DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO M07IFY 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, 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 IMPROVEMENTS, 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 ANDIOR NO. 207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE INSPECTION SECTION OR PERMIT SEC77ON FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN BY TIME COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10, ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD, RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 71. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT 12. INSTALL STREET TREES IN ACCORDANCE WITH THE ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES (STRAWBERRY TREE, AUSTRALIAN WILLOW, CRAPE MYRTLE.) 13, STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 14, AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPE ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES DATED OCTOBER 2009. 16. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 17. 17.A. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERSIDEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARDS (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. 17.B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NOI WITH A VALID WDID NUMBER. 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND 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. 19. EXISTING STORM DRAIN PIPESICULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, ANDIOR CLEANED TO MAKE THEIR FUNC77ONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPIRATION DEPARTMENT. 20. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT -OF -WRY, PROOF OF THE DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. 1 � U) q � Z cn r STORM DRAIN CONSTRUCTION NOTES & QUANTITY ESTIMATE 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". INSTALL 18" RCP, D-LOAD PER PROFILE 477 LF �J Q INSTALL 24' RCP, D-LOAD PER PROFILE 220 LF INSTALL 36" RCP, D-LOAD PER PROFILE 763 LF CONSTRUCT CONCRETE COLLAR PER R.C.F.0 & W.C.D STANDARD DWG. NO. M803 3 EA CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. UH254 3 EA CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. JS227 1 EA (D CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. TS303 2 EA INSTALL CATCH BASIN PER RIVERSIDE COUNTY STANDARD NO. 300 (V & W PER PROFILE) 7 EA REMOVE BULKHEAD AND CONNECT TO EXISTING PIPE 2 EA 0BACKFILL FROM BOTTOM OF PIPE TO A MINIMUM DEPTH OVER PIPE TO 4" WITH CLASS C 0 (420-C-2000) CONCRETE WHERE COVER TO FINISH GRADE IS 2' OR LESS T 1 INSTALL KRISTAR FLOGARD FOSSIL FILTER(OR APPROVED EQUAL) PER RIVERSIDE COUNTY STANDARD 7 EA G NO. 3DOA. 8CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STANDARD DWG. NO, MH251 4 EA 8 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED. LINE A, SHEET LAT A- 1, SHEE ,GAT A-2, SHEE J�.��:7i��1�iI�I►] TRACT No. 36826-1 APN: 283-230-009 I APN: 283-230-011 I APN; 283-230-013 APN: 283-230-017 50 200 400 SCALE: 1 " = 100' STREET CONSTRUCTION NOTES & QUANTITY ESTIMATE 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", CONSTRUCT 0.25' AC OVER 0.50' AB (CLASS 2) AC: 2,334 TONS AB: 2,401 CY CONSTRUCT TYPE 6" CURB & GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200, SEE DETAIL C 7,228 LF ON SHEET 12. CONSTRUCT 10' CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STANDARD NO. 209 3,193 SF SAWCUT & JOIN PER DETAIL A, SEE SHEET 12. 72 LF CONSTRUCT MODIFIED CURB RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A, SEE 10 EA DETAIL B ON SHEET 12. CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, WIDTH PER PLAN. 35,848 SF CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. 213 (SEE GRADING PLAN 82 EA FOR FINAL LOCATION) CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311, CASE B 3 EA CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311, CASE C 4 EA 10 0 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. 1220 & 1221 9 FA CONSTRUCT ADA ACCESS RAMP PER RIVERSIDE COUNTY STANDARD NO. 403 CASE D, SEE DETAIL 3 EA SHEET 12 tV3T►I&.L GuAS DVTLSr PEE RwMIDE cvrwry �r�N,mAl�p w1a. 3�� 3 EA DA 9-2018 ADDED MAINTENANCE PATH DRIVEWAY APPROACH The private engineer signing these plans is responsible for assuring the , VA -4-1616 C Au OUT APpEI> 09 GU1t0 VV1r&4r.0 `�yayy b���vU accuracy and acceptability of the design hereon. In the event of discrepancies W w{� i� w. arising offer county approval or during construction, the private engineer shall [MARK BY DATE Call before you digbe responsible for determining on acceptable solution and revising the plans ENGINEER REVISIONS for approval by the county. APPRI DATE COUNTY 5' S' i� fi� 16 '' q� 2.00 MAX 2.009 APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date:9/5/2023 By: O ESS/p,�l `cam �p D A IL W GAP 90 & NO. 80614 L * EXP. 03-31-23 �t sl c►viv �Q 9� OF CALF AS -BUILT PLANS DATE 09-01-2023� SIGNATURE , 5' S 16' 2.O09a 2.0_0% MAX 2 —� M� 6 1 UTILITY TRENCH 2 3/8" ASPHALT 3/8" ASPHALT PER RC STD. 817 LIP LIP 2 UTILITY TRENCH PER RC STD. 8 17 DAWN ROAD, VISTA WAY, BOWER STREET, ATLAS COURT, FINDERS COURT, FLORA ROAD & DUSK COURT SEAL -ENGINEER Q�O��SSI� No. 75731 it EXP. 6--30-20 it S�LN�C NOT OWNTY MAINTAINED (PRIVATE) PER RIVERSIDE COUNTY STD. DWG. No. I05 N.T.S. 0.25' AC OVER 0.50' AB(CLASS 2) MONUMENT NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION ANDIOR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILLED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. SOILS REPORT I BASIS OF BEARING PRELIMINARY R-VALUE= 30 j BASIS OF BEARING IS NORTH SECTION LINE OF SAID SECTION 13 PER ADVANCE GEOTECHNICAL SOLUTIONS, INC. TAKEN AS NORTH 89'06'58" WEST, AS SHOWN BY TRACT MAP 30440-1 PER M.B. 406130-32, RECORDS OF RIVERSIDE COUNTY, DATED: NOVE'MBER 8, 2073 CALIFORNIA Pl.AMS PRfPAREt] HY° BENCH MARK: NGS 71 A 77 PIDDX5558 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER E N .� l N �' E R CWASHONCRETE BRIDGE, 97 FEET WEST OF THE WEST EDGE ROF IGHT CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT OF WAY C.iv►T Er�Oin�era'6, "Rl�nrairrg FENCE THE BENCH MARK IS A CALIFORNIA DIVISION OF 6879 Airport D92504 HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE Tei:�951) 6 8 8-0599 � STAMPED --- SM-71 A-77- Under the& . /! -/ 7� sue, a :1..ii�� , `� f� ELEY. e 1558.4❑ �NA YD88 j Mitchell J. Adhvote: OWNERIAPPLICANT FORESTAR TOSCANA DEVELOPMENT COMPANY, LLC 4590 MACARTHUR BLVD., SUITE 500 NEWPORT BEACH, CA 92660 (949) 748-6714 ENGINEER ADKAN ENGINEERS 6879 AIRPORT DRIVE RIVERSIDE, CA 92504 TEL: (951) 688-0241 FAX: (951) 688-0599 BAP 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, 1P# 140083). THE MAINTENANCE AND L&LMD AGREEMENTS WILL BE PREPARED AS A PART OF THE ABOVE REFERENCED PERMIT PROCESS. *TR. 36826-1 STORM WATER WILL BE TREATED THROUGH INFILTRATION BASIN #3, PER TR. 36643 WQMP SP-32Z BMP WILL BE MAINTAINED BY CSA. INSPECTION NOTE: THIS PROJECT IS BONDED AND TO BE INSPECTED BY CONSTRUCTION INSPECTION DIVISION. LEGEND ABBREM77ONSISYMBOLS DESCRIPTION BCR BEGIN CURB RETURN ECR END CURB RETURN LT. LEFT RT. RIGHT TC TOP OF CURB FL FLOW LINE PCC POINT OF COMPOUND CURVE VC VERTICAL CURVE PI POINT OF INTERSECTION CB CATCH BASIN AC ASPHALTIC CONCRETE HOA HOME OWNER'S ASSOCIATION DOM, WTR. DOMESTIC WATER SWR SEWER WTR. SERV. WATER SERVICE SWR. LAT SEWER LATERAL PROP. PROPOSED ELEV. ELEVATION STA. STATION CL CENTERLINE EC END OF CURVE BC BEGINNING OF CURVE PIL PROPERTY LINE RIW RIGHT OF WAY M DIRECTION OF FLOW 0--a STREET LIGHT INDEX OF SHEETS: SHEET NO. (S) DESCRIPTION SHEET NO. 1.......................... TITLE SHEET SHEET NO. 2..........................DAWN ROAD & VISTA WAY PLAN AND PROFILE SHEET NO, 3.......................... VISTA WAY & DUSK COURT PLAN AND PROFILE SHEET NO. 4..........................FLORA ROAD PLAN AND PROFILE SHEET NO. 5..........................FINDERS COURT PLAN AND PROFILE SHEET NO. 6,_......................BOWER STREET PLAN AND PROFILE SHEET NO. 7..........................ATLAS COURT PLAN AND PROFILE SHEET NO. 8..........................STORM DRAINAGE LINE A PLAN AND PROFILE SHEET NO. 9- ........................STORM DRAINAGE LINE B & C PLAN AND PROFILE SHEET NO. 10........................STORM DRAINAGE LATERALS A- 1, A-2, B- 1, & C-1 PLAN AND PROFILE SHEET NO. 71.................... CURB RETURN DETAILS SHEET NO. 12- ......................CURB RETURN DETAILS SECTION f T. 5S R. 6W <� SITE �'�MAeEL �� � CEMEX MINES SYCAMORE �9 a CREEK y 15 �rN WERNER MINES T.S VICINITY MAP NOT G+OIJNTY WMAINEO (PRIVATE) TRACT NO. 36826-1 I.P. NO 170019 SHEET NO. COUNTY OF RIVERSIDE SCHEDULE 'A "cz STREET IMPROVEMENT PLAN co OF 1 2 SHTS FOR: W.O. COUNTY DESIGNED BY: TG RA DRAWN BY: TG IAA CHECKED BY: RDR SCALE: AS NOTED NIA O CANA, 8736 FILE N0. 965-YY I I H: V.� TOSCANA, LLC U:\Projects\FOREMOST COMMUNITIES\ 8 736 \ Engineering Phase 2\Tract 36826-1\Street Improvements \36826-1-ST 01.dwg 1. 111111 INS ' ' lows 1 ► it .. (Joe F I 1 r r ■ ' ■■ = •r ,y :r • ■ ■■■■■■■MEN ■■■■■■■■■■■■■■■■ ■ ■■■■■■■■■■■■■■■■■■■■■■1_■■■■ ■■■■■■■■■■ NOON■ ■ ■■■■■■■■■■■■■■■■■■■E■■M1MEME■ �Ii�iff��il ■■■■���©■■E..i_�_ ■■lTi1 �-1■!7 i•R�T�■■■■■■■I�l�l�■���a ! �i�i■■■■■■■IaICI�■l■�� NOON■■ 1..��.1!!■■■■■■■■�i�,■�iJ■■W . TINE■■■■■����■■�■���E r■ISM■1 = ��= �MEMO ��� ■■�■��■!■■��.■ -� . • ■Wilili■■■■■■��►■11111�1 �■Wii�r � HER. ■EM■�IwMI1©■'1■■i■■lyi ■M1 M1 :.: .M• . * ■■�■■'�I■■ri!����■�■■ WHOM O: ■ = ■1 111I1-M MEAN - ■II■■E■■_��!■■ll�L� :: EMEMEMEMEMI..._i_I_M■ll�F `�. ■■■■1■■■■ ����ri■■■■■■■_ f ■■■■■■■■■■■� . E� 11I ■M■ / ! - 1 ! e' 1 . 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ADDED MAINTENANCE PATH DRIVEWAY APPROACH * EXP. B-'-0-20 * the 48 sign at APPR DATE clv1��Q` R.c.E 7573t Dare: ELEV.: 105$.40 (NAVD$$) REVISIONS �F IDESIGNED BY: TG/RA DRAWN BY: TG/RA CHECKED BY: RDR H.- AS NOTED v.-NIA COUNTY PROP. 8" 4 PE=1086.0 L2 15+00 88 PE=1099.8 L6 SD LINE A' SEE SHEET 8 5 PE=1095.0 (TYP)P/L 87 PE=1104.E R/W 16+00 86 PE=1110.6 12-OX 16 VISTA WAY _+ - - 12.0% 6 PE=1102.0 R/W 7 PE=1109.8 17+00 18+00 BO WER STREET SEE SHEET 6 m 85 11 PE=1116 665 y PE=1121.E ��'o STA.10+43.00 STA.10+43.00 + BCR + �_ ECR 8 PE=1116.0 07 9 PE=1119.8 18 12.0% PROP. RECi C/L WTERSEC77ON II STA. 10+00.00 BOWER ST 10 PE=1124.0 19+00 LINE TABLE LINE DISTANCE BEARING L2 533.84' N84'41'34"E L3 17.38' N34'43 :31 "W L4 40.99' N 15'05'25 "W L5 40.99' N85'00'38"W L6 382.20' N84'41'34"E L7 65.88' N84'41340E LB 70.71' N34-43'31 "W L9 46.65' N84'41'34 E L 10 46.65' N844134 E L 11 534.59' N84'4134 E CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 157.09' 282.00' 31'5458" 80.64' C2 53.45' 35.00' 87'30'07" 33.51' C3 138.85' 318.00' 25'01'06" 70.55' C4 10.34' 108.02' 5'2855" 5.17' C5 107.59' 56.00' 110'04'47" 80.09' c6 19.77' 110.00' 10.17'48" 9.91' C7 39.27' 25.00' 90'00'00" 25.00' c8 39.27' 25.00' 90.00'00" 25.00' C9 53.48' 35.00' 8732' 11 " 33.53' C10 51.22' 35.00' 83'50'52" 31.43' C11 167.11' 300.00' 31'5458" 85.79' C12 80.94' 53.00' 87'30'07" 50.74' STREET CONSTRUCTION NOTES CONSTRUCT 0.25' AC OVER 0.50' AB (CLASS 2) CONSTRUCT TYPE 6" CURB & GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200, SEE DETAIL C ON SHEET 12. _ 3 CONSTRUCT 10' CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STANDARD K3 NO. 209 0 SAWCUT & JOIN PER DETAIL A, SEE SHEET 12. 1 - - 3: (D CONSTRUCT MODIFIED CURB RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, .� CASE A, SEE DETAIL B ON SHEET 12. w CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, WIDTH PER PLAN. Cn -� CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. 213 (D (SEE GRADING PLAN FOR FINAL LOCATION) CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311, CASE B CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311, (D CASE C INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. 1220 & G10 1221 CONSTRUCT ADA ACCESS RAMP PER RIVERSIDE COUNTY STANDARD NO. 403 11 CASE D, SEE DETAIL ON SHEET 12 NOT COM Y IAINTAINED (PRIVATE) TRACT NO. 36826-1 LP. NO 170019 SHEET No. COUNTY OF RIVERSIDE 2 SCHEDULE "A " a STREET IMPROVEMENT PLAN DAWN ROAD/VISTA WAY 2 STA. 10+00 TO 19+00 (HOA MAINTAINED) OF sHTs FOR: W.O. COUNTY FORESTAR �736 FILE NO. 965-YY TOSCANA, LLC 4 U: \Projects\FOREMOST COMMUNITIES\8736\Engineering Phase 2\Tract 36826-1\Street Improvements \36826-1-ST-02.dwg LLJ 0� V) � � Q F�- Cn D f � � a m CC U CC W w � Q w � 0 U Q 0 Cl) � U � U � � w Q � � CL ■N■■N ■■■o■■■■mmNa■�■■I■■MEBE =MEMEMEM MENNE' MMMIM M■■■lMME����■�MEN ■■ ©� r =■ ` MEMO ME■■■ ■■�►■�. Via■■■■■ ■ " = - : = •• _ = • 11MEMM■■■■■�■■r.■■1�Eo■■■■:.11, ,■. ■■■■■ v■ M� aI ENEE AM■MO■■■� . _mM■il■ . : W1011■■ FAME 1 ■ _ ��a,l�i■ ■■10111 ■■iiiO !�1l;��lE■ ■ _ I C E� ■■MEN ■ �1MEFNWIP ..■11 MEN ., � MMUME li�l+:iOII M ���lt��NM IENamb■E MAN ;.. 00P■ �E■■O ■MYEM■E■M!!!O■ ! lmmooLommoommom ■■ ■■ ■ E■■■M■ : ��■. 0 ■ME1■■■■■■■■■■■ N■■ ■■■■■ ■N!�:�■M■E■■■ ■■■■■■■■■■■■■■ ■ENMMMM ■ 0■■■■00■001NOM■MENM■■NONE so L-0- NONE SEEN E■■■■r'"memmM■■■ 1- g IN NONE . - = _ MEN ' ■■■■mumm■■■- m! = 1 E IN MINN L� ■■■ _�.l�-r aO P-5 ow _�... O■■■■ IIM�■■OI®NM■����a�ii\�■■ ■■■■■■OEM OEM O !! R Pow - ■WIMI112NFM� �. ' ■M\ ■■■■■N■■■ MEN � H• I■III iM14 MAN tilounME MEN Sm .. , ..; _ w.MZ FEW 0NEMN MENAM !2■■■■ow ■■■■■■■■ ■■ MEN ■M■■ ANO NONE ■ENE■ NIP ME r .. . r r t I.r r r -IVER 1 1 SCALE DESIGN SPEED 25- 19+00 20+00 CIL INTERSECTION STA, 20+72.52 VISTA STA. 11 +77.94 FLOR 1.11 65 64 PE=172 7.9 PE=1145.0 :rA _ l rt tg.'L TA. 12+20. 65 21 +00 Y FL RA ROAD SEE SHEET 4 n CL �- - w 26 `"' PE=1146.2 + STA.72+25.19 �. ECR 22+00 f-P/L 25 =1 145.2 C140 L 1 2.20 3 L� 22 X�li _ C cn L13 r 21 VISTA WAY �r'iti _ ---�20 711L2 2.20% . I o0 2 L 1 5 5 G� � 6 R/W STA.11+34.64 + + STA.11 +38.81 8CR 15 1 1 6" REC. WTR. ECR 1 � 14 PE=1146.9 PE=1130.5 8" SWR- PE=1141.0 N PE=1147.0 12 + P/L PE=1136.0 AM SEE SHEET 4 1 •0 120 20 :0 160 ■ NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 8" LINE C, SEE SHEET 9 Lq la[A LaIR tUm `t.a v= y l� 16 PE=17 46.0 - 513.88 V - Pl 11 2.5 - O T NGE T .----_L- Ott C RV ry -� oo + Q off.^ t} . U +Cx CV 0`;W 44 - •2C1 73 N: EX OR DUt D 10 U _ a� ver o� '� r �- CD av of +-- _ V ! ti ems. _. _ ., -.- - � - C6 � � M1' �- . • Y A • V '� F - -_� � W U] w Laf W is Y.zZ U, 73 11 4 C 114 L 1140 - -- - P - -- - 1140 - - - CL k ' EX. G U a 10 .3 V - - -- -- -- -- + PI 1 ] 2.1 - - L= 52. ' i L 19477 - 19.77'P L 49.�9' 1 z C = ] 46.25 dN CU VE -4 ..99' L ]0 .34 L 40. 9' 'CURVE ON TANGEN- T C ON TA O w c� U o � U anLAJ O w U f U `t' cc�yyi cy ~ nt cti �i - �1s ; - -w -- - -- - - �8 0 1,2311, .9 1144 R- -- -- - .�3 a 1144 T N= AN BA K= _ 6$ - -- 11 O .5 x. G UN HCRIZ:1 "-40' f ' RIGHT _ VERT.1 "=4' SCALE DESIGN SPEED = 25 MPH DA 9-2018 ADDED MAINTENANCE PATH DRIVEWAY APPROACH the private engineer signing these plans is responsible for assuring the I DA I - lot% G ALL O UT A D06 D FOR 0MIF O Vr1-STS wW„� accuracy and acceptability of the design hereon- In the event of discrepancies 11�„ ■ "rising after county approval ar during construction, the private engineer shall MARK BY DATE ��� bdom �� dig be responsible for determining an acceptable solution and revising the plans REVISIONS ■ for approval by the county. ENGINEER 23+00 SEE LEFT STA. 22+20.00 STA.22+31. , BC 16 PE= 1146.0 P/LJ 6" REC. WTR. , - 17 RAW PE= 7145. 13.3c 24+00 25+00 O tr 25 PE=1145.2 STA- 222 + 76.81 24 N 23 PE 1146.9 9 PF=1 144.9 U, PE=1146.0 RIW L. 1 ' WTR /-0 6 8" DOM�,70 WTR. SE'RV. L10 L9 cc, L 16 240U51C COURT o � 2 C\/ 6 ter, G C5 L5 r°� t_4 i o ti r. EMERGENCY OVERFLOW, o0 U COORD OVERFLOW' Wf T+ � CN G ING TRACT BOUNDARY Q Q ELEV.PARK 11443 50 � w V7 Qa APPRI DATE COUNTY SEAL -ENGINEER Q�OFESSIJAY 4 NO. 75731 it EXP. 6-30-20 PA-16 PARK 21 PE=1145.4 a 45.94 8" SWR 2 00% F PE= 7 749.4 4" SWR. LAT. 18 PE=1149.0 19 PE=1 149.0 APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By: � r L1NE TABLE LINE DISTANCE BEARING L 1 729.34' N84'41 34 "E L2 115.66' N79'41'34"E L3 40.99' N89'59'19"E L4 40.99' NIS'48'35"W L5 74.20' N8'30'52"W L6 50.00' N 19°04'58 "E L9 81.44' N8'30'50"W L 10 91. 41 ' N8'30'50 "W L11 1D7.54' N79°41'34"E L 12 129.70' N84' 41 '34 "E L 13 7 72. 52' N84'41 '34 "E L 14 154.79' N79'41 '34 "E L 15 49.50' N79°41 '34 "E L 7 6 91.4 1' N8'30'50" VY L18 46.51' N79'41'34'E CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 39,44' 25.00' 90'23'33" 25.17' C2 36.92' 25.00' 84'35'27" 22.75' C3 19.77' 1 10.0D' 1 D' 17'45 ° 9.91 ' C4 106.34' 56.00' 108'47'52" 78.22' C5 19.77' 110.00' 1 d' 1745 " 9.91 ' C6 52.98' 11d.Od' Z7'35'48" 27.02' C8 137.68' 38.00' 207°35'48" 154.73' C 10 53.88' 35.00' 88' 7 2 24 " 33.92' C 1 1 41.52' 25.00' 95°23'33" Z7.47' C 12 39.10' 25.00' 89'3627" 24.83' C 13 81.59' 53.00' 88' 12 24" 51.37' rC15 84.67' 175.80' 27'35'48" 43.17' QQFESS/p�f� W 0 NO. 80614 H * EXP. 03-31-23 fJ CIVIl- 9 OF CAI. \F AS -BUILT PLANS DATE 09-01-2023����-� 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 C ON SHEET 12, CONSTRUCT 10' CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STANDARD NO. 209 CONSTRUCT MODIFIED CURS RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A, SEE DETAIL B ON SHEET 12. CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, WIDTH PER PLAN. CCONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. 213 (SEE GRADING PLAN FOR FINAL LOCATION) (D CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311, CASE C 10 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. 1220 & 1221 N0. 3016 0 40 _< 120 20 80 160 SCALE: 1" = 40' NOT CWNFY MAINTAINED (PRIVATE) aPLNE �A' W BENCH MARK: NGS 71 A 77 PIDDX5558 TR►4 C T NO. 36826 -1 I.P. NO 170019 SHEET NO. 170 FEET SOUTH OF THE SOUTHWEST CORNER OF' COLDWATER E N N E S WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF ETE PAVEMENTEAST EN 0 NIA OF OF war COUNTY OF RIVERSIDE3 ,A " C►va� Er��er� 5urv�y� Fl��rning 6879 Airport Drive, Avers' e CA 92504 FFDVVCCE THE MARK IS A DIVISION HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE SCHEDULE STREET IMPROVEMENT PLAN Tel;(951) 688- 24 • a . 688-0 99 -18 S1AMPED---BM-77 A-77----. VISTA WAYIDUSK COURT Swersinf w of.. '/& ELEV.: 1058.40 (NAVD88) 74 HOA MAINTAINED)DF STA. 19+00 TO 25+81, { L stirs Mitchell J. Adkison, R.C.E. 737J1 rate: FOR: FORESTAR TOSCANA, L L C w.d. 8736 COUNTY FILE NO. 965-YY DESIGNED 8Y; TG/RA DRAWN 8Y: TG/RA CHECKED BY: RDR SCALE: AS NOTED NIA H. V. U:\Projects\FOREMOST COMMUNITIES\ 8 736 \Engineering Phose 2\Tract 36826-1\Street Improvemenfs\36826-1_ST 03.dwg w q ti v� V U V7 L�LJy ❑C U OR W Cam] ti Q a o d U q kn LU W Q � L=54.98' ON CURVE 27.07' VC P1=1148.26 _ I=1147.8 L=39.44' . . 4,9.64' VC ON - CURVE . P1=1 144, 96 PI=1143.86 ,, 1154- 2� � �- 1154 c4 °Q a : M. to � �► ni +a 1"i Pei 1150 LT �, 1150 LT r .._ F- W w la4�,•I . w 1046 w w 1046 TAN=--0.85% f PROP. TC L,EFF TAN=- 7.52%' �. TAN=9.7%, . TAN=-2.24% Ea[ GRDUIrGD ' . 1 x 18' LEFT TAN=-7.65% I� Lai. a - 50.010, Vz La u-i of PI=114 .68 Q v tq 50.00' VC V7 � Q� "�m oai r: 0 fit} 4 4PI=14.94 1154w - ����- Qcl �� 11 4 � 1150 CL is Ed . . 115 L 1046 1046 2.00Z 2.00% . TAN-g-7.55% 1 I r.X 1 0 CL PRQP. FS 4 CL- . . L=52: 61 ' , N-£U PIS 1151.61 to � � LU L=36.92' TANS{-8. 7% - - " .� 50.00' VC PI=1144. 72 ,�, w w j b� PI=1145.50 r •t 1154 w W �147 o� �a>.�� �� �] •r 11 4 _ + "' �� �'� �� 1150 RT _- Q C 115 sss� w cn w w , 1 C46 TAN=-7.55% - 1046 PROP TC T -0.50% I u'n 00n� AN 1.9 % . EX. GRCUNU 18' MGHT . . . ; W HORIZ:1"=40' VERT:1 "=4' SCALE DESIGN SPEED = 25 MPH L=51.13' ON CURVE U u7 u7 of ' o � �i U"i o o + `- 0p ciai U-) + - +� �� '�" - `n a� o� +- I" � L=39.1 D' ,o- bo C o a 'Q w ^ '� � ON CURVE a 0 • -- - 00 . o b 0 u, 0� vim) - ' iz Lq 1 P1- 1143-88 a� oDq o � bar r 4 �� o 8a, a a � �r ._ Q J cn w �� FEW �_ �- 1 5 � w TC 046 ww w GRC UK - - i TA =1. 5% FORWARD FT �. Mj AN 2.7 % AC - - - TAN=8.00% F Rw. RD - -- - -- -- - - - -- --- + -- TAN= 7.00% CK - - - - OD �N►r7 -- I i�� c:i tbir�f" n �`�` QN _ ULi OHO N� to �r .� v � b� ¢ T12< - bb big _ •. {'t '� Vr - O W) V..b V. + �- r7 `- is l j - - - - - - - .- + Q w 1 5 L .- - - ^ d 2� 4 -2.0. . I. 3% - - 101.913' VC - -- ._. -_. 6 RO • - PI=1153_60 . 0.00% L - w - ± -- - --- -- -- - - - -- - -- -- - L=19. 7' =40.99' L=1[31.93' L 40.99' - -- , CL -- ON YE TANAGENT ON CURVE ON TANGENT L=19. 7' - - ON CURVE L=41.57' o m N ON CURVE a, b �r, a ti + ,n i` PI=1144. 79 5(.00 C a LO ;' , , �' - ,q ,q '� � a a a s< + -- '_ �- w w 1 5 - J �] - �_ w m � ►+s � � ~ ~' w TAN=1.85% - 1.8 - �j w C, - 1 4 50 T o - - - - - - Of"Lr T N= .5% - �. T 2.3 % D - - --- J -- - -- - - - / "=4' - VERT:1 - - - - -- SCALE - DESIGN SPEED = 25 AWPH 10+00 11 +00 12+00 12+00 P<Mto �U 11. I a 13 + Cr Q m �� ` 1 PE=1141. ❑ t- +b ` iI Tc + STA.38+53.50 1�'1G I� 64 EC TA.20+29.22 PE=1145.0 to 1 BCR + 6 3 ,w STA.20+29.81 Q I ECR FLORA ROAD CL z ] O STA.10+00.00= '"' M 9 s AG'- 7, 43% k 5 2 t>G + ^ 13 TEMESCAL HILLS DRIVE CL L8f1 ] 3 + w Z2 STA.39+06.48 Q ��`�, FLORA ' '��, 4� .� " 5 0 _ { 0 C y9 ZG RD.�,'3r ti N FLORA ROAD CL w 115 I \ STA.11+77.94= ze L4 ] p VISTA WAY CL N ��, - STA.20+72.52 r- 7 6 5TA.21+ ] i.fi5 + ECR Y� � T STA.39+55.69 BCR' a, .�� STA.21 + 19.77 ll 4 ��s rn+ BCR PE=1147.0 + zv + f ill ll + tv 26 PE=1146.2 � i NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the ® DA 9-2018 bekwaccuracy and acceptability of the design hereon. In the event of discrepancies wwhan■ arising otter county approval or during constructive, the private engineer shall MARK BY DATE Call here you d1,. I responsible for Bete ing as acceptable salutiar+ and revising the plans for approval by the county.ENGINEER 13+00 63 PE=1147.0 27 PE=1147.2 PE=114 7.9 ADDED MAINTENANCE PATH DRIVEWAY APPROACH REVISIONS 14+00 61 PE=1148.9 8" Wr ii 60 PE=1149.8 L2 15+00 59 I 58 PE=1150.7 PE=1151.6 14 Lg 15 j .� FLORA ROAD '--PROP. 8" SWR 28 29 PE=1148.1 PE=1149.0 APPR] DATE COUNTY L5 4" SWR_ LAT. 16+00 17+00 56 � m PE=1154.4 0 57 56 PE=1152.6 PE=1153.5 S A.17+79.77 18+00 FLORA RD. STA. 18+27 38= FINDERS C% STA SEE SHEET 5 +�� 95 s� hro 0 -' a, yo o ��G l 1 V _& A4.07T T WTR. SERV. 54-55 _�Prr 16 17 �W-5� � G C8 on 3 � V • L6 �j'1 ❑© �J `K/w pIL r: ' U) 47' �A7 g3 30 31 32 33 36 37 PE=1150. D PE=1150.9 PE=1151.8 PE=1152.7 35 PE=1155.1 PE=1155.4 34 PE=1154.6 PE=1153.7 SEAL -ENGINEER Q@�FfS51� JAY 0 NO. 75731 * EXP. 6•-30-20 �1Y1� �. lr;1n -Ut"MMIlKimn N FI MARIC: N 71 A 77 PIDOX5556 170 FEET SOUTH OF THE SOU]HWEST CORNER OF COLDWATER E N 413 I N E E F? S WASH BRIDGE, 97 FEET WEST of THE WEST EDGE OF CONCRETE PAVRdENT AND 2 FEET EAST OF THE RIGHT OF W4Y CM EnqWmxwkW SL"eynnr Ranri*V FENCE THE BENCH MARK IS A CALIFORNIA DNISION OF 6879 Airport Drive, Riverside, CA 92504 HIG-IINAYS BRASS DISK 1N 2 INCH IRON PIPE AND CONCRETE Tel:(951) 688-0 1 Jk^ J88-0599 S1AMPED-----8M-71-A-77---. under use apwv&°" . �ia4Frsan Rr 731 Dr &. Ig ELEV.: 1058.40 (NA VD88) DESIGNED BY: TC/RA DRAWN BY: TG RA CHECKED BY: RDR SCALE. N/A H• AS NOTED v APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By, FESS/pal c���,P�pDAILRF9F�� W � � NO. 80614 N z * EXP. 03-31-23 CIV1�_ pF AS -BUILT PLANS DATE 09-01-2023� SIGNATURE , LINE TABLE LINE DISTANCE BEARING L 1 76.71' N45449 "W L2 481.70' N454 52 "W 0 47.61' N883647"W L4 84.46' N4'5452 W L5 429.55' N45452 W L6 40.99' N5'22'56"E L 7 40.99' N81'05' 177E L8 177.94' N4'54 52 "W L9 524.41 N4'54'52"W LID 47.61' N88'36'47W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 54.98' 35.00' 90'00'00" 35.00' C2 39.44' 25.00' 90'23'33" 25.17' C3 39.10' 25.00' 8936 27" 24.83' C4 51.13' 35.00' 83*4155" 31.35' C5 52.61' 35.00' 86'07'09" 32.71' C6 36.92' 25.00' 84'3627" 22.75' C7 4if. 62' 25.00' 95'23'33" 27.47' C8 19.77' 110.00' 1O' 17'48'° 9.91' C9 101.93' 56.00' 104' 17'27" 72.05' CID 19.77' 110.00' 1 O' i 7'48" 9.9 1' C1I 77.42' 53.00' 83'41'55" 47.47' STREET CONSTRUCTION NOTES 0 CONSTRUCT 0.25' AC OVER OZO' AB (CLASS 2) CONSTRUCT -TYPE 6" CURB & GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200, SEE DETAIL C ON SHEET 12. (D CONSTRUCT 10' CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STANDARD NO. 209 SAWCUT & JOIN PER DETAIL A, SEE SHEET 12. QCONSTRUCT MODIFIED CURB R4MP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A. SEE DETAIL B ON SHEET 12. CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, WIDTH PER PLAN. (D CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. 213 (SEE GRADING PLAN FOR FINAL LOCATION) (D CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311, CASE B 1 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. 1220 & 1221 1 40 120 1 :0 1611 NOT COMM AWNTAlNED (PRIVATE) TRACT NO. 36826-1 I.P. NO 170019 1 SHEET NO. COUNTY OF RIVERSIDE 4 SCHEDULE 'A " STREET IMPROVEMENT PLAN FLORA ROAD STA. 10+00 TO 18+27.38 (HOA MAINTAINED) OF 1 2 SHTS FOR: W.O. COUNTY FORESTAR 873s FILE NO. 965-YY o TOSCANA, LLC U: `Projects \ FOREMOST COMMUNI7IES\8736\Engineering Phase 2\Tract 36826-1`Street Improvements \36826- I_ST_ 04. dwg ON a V7 F- LU Zi w 6 W M U Q Q I� L=81.44' L= 37. 8' 99' =5 .98 ON TANGENT . 100.00' VC ION CURVEONI JL�49 TA CE T CIURV 10 00 VC 00. 0' Pr=1173.s4 ' ',� 1 7,4. iu Al 1-170 LT - 106-6 - a, O 7 _ I- 17 .82 1=1173 �VCQ 70 I , � + 1- a w - v- ,_ O. 4% mu c,r -1. 9 - 2.0 P P. P=II71. TC rn `1f + cN ^ �w on � + n �� ,_ " 0' ca m Vr tr cv ti a Q n c� 2 CS �N o� ^ NEnC14 0.0 C --- a - 1 - 1 't43 �\ ' -- P=1 � a 57. ns r: 2 o +in - . oa +^ --- v D.0' _ _1 5X141 h to S gg -- - - - 1 P=1171. 0 . - - - - - 1174 I. -- - - - w �nw u'`'' -2. 0 ^ u ±`� _ - - 1 o0 T �i _ = 10. � Low 1 . C U' _ tri + -� E D 85 wG 2 n 11 1la � P=1161. Ch rQ- 1 P + 0. --- 11 ^ VC I. 5 a 7 a � - - - to } P=1 a 57. _ - -- I o 0 ] - 4 - -- - w o a �. r- - "� P-1171.2 - b �R r` ±� ., tp v a '3" 'J!co �' v tr- � 0a, n `�F - - 1066 - - TAt f=- 0:0 5Z - w + i ^ a + �' ►`Ni " 1=1157 02 - - °a ' K Q an1 - + -- - ^ - - _�- - 51z�� �w - 1 IT - -185 - - - - CRC ISS Mff rER . ......... HORIZ:1 "=40' VERT:1 "=4' I Fx. MUN SCALE DESIGN SPEED = 25 MPH - - IB' ROff I - TRACT N_ OTE WORK CONTAINED WITHIN THESE PLANS i SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. C� 47 PE=1176.4 10+00 11+00 12+00 13+00 14+00 PE 11 s D 14, 40 r'143.7' 45 ^ PIL w PE=1161.1 39 PE=1175-0 43 42 cN PE= 1163.3 ' PE=1159.1 44 + PE=1172.E PE= ] 169.0 7 C3 PE=1174.0 $" . SWR RIW 1 "SERV6 ] 1 4" SWR. LAT. 61 a st3 c" C5 L5 C4 L4 UZ 10. 5 6' ao3. 0 . G �,� r0 75.00 ��,, 2 .�'�'r C7 13 �C' 14 � 2.0D Z'S 12 L6 �_�� L 7 " ��A 1� -;± �� 1 FIN couRr �`l.�`�Gro'��` t�' ��G 48 PE=1176.2 49 PE=1175.9 r The private engineer signing these plans is responsible for assuring the Yf,Nhat�s below accuracy and occepWillty of the design hereon. In the event of discrepancies ■ omung after county approval or during construction, the private engineer shall MARK BY DATA Call before you �'� be responsible for determining an acceptable solution and revising the plans for approval by the county. ENGINEER D■ ECR ► " r 1165.7 ., is 04-0 120 20 :0 160 REVISIONS SEAL -ENGINEER MI L NO. 75731 ° * EXP. 6-30-20 APPR DATE `��-A a.�F��� Vll- eouNTY N Z BOWER 'STREET SEE SHEET 6 _+ STA. 15+57.18 BCR 74 PE=1158.2 + �4J i LINE TABLE LINE DISTANCE BEARING L1 99.05' N88"36'47"W L2 266.02 N86" 12'34 "E L3 50.00' N66'11'387W L4 153.15' N86' 1234 "E L5 158.5 1' N88'364 7'"W L6 184.59' N86°1234"E L7 1 158.51' 1 S88'36471E CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 41.00' 25.00' 935824" 26.80' C2 39.00' 25.00' 89 22'30" 24.73' C3 137.68' 38.00' 07'3548 154.73' C4 52-98' 110.00' .27'3548" 27.02' C5 46.8 1' 518.00' 5' 1039" 23.42' C6 84.67' 175.80' 2735'47" 43.17' C7 45.18' 500.00' 5' 10'39" 22.61' C8 15.39' 482.00' 1'4944" 1 7.69' WIESS/O�l D A I( RF9 F� c NO. 80614 `n * EXP. 03-31-23 s� t:IVIX. 9 OF CALF AS -BUILT PLANS DATE 09-01-2023�f, SIGNATURE APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date:9/5/2023 By: 38 °s PE=1158.1 + L, STREET CONSTRUCTION NOTES CONSTRUCT 0.25' AC. OVER 0.50' AS (CLASS 2) et cN 1.85 6 q Z G CONSTRUCT TYPE 6" CURB & GUTTER PER RIVERSIDE COUNTY hR - w �w 00 STANDARD NO. 200, SEE DETAIL C ON SHEET 12. S�. 00 CONSTRUCT MODIFIED CURB RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A, SEE DETAIL B ON SHEET 12. � L 1 n W CO0 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, WIDTH PER PLAN. f2/W 0 + .- CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD 6 � ;� 0 NO. ,213 (SEE GRADING PLAN FOR FINAL LOCATION) + INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. ? 0 1220 & 1221 CONSTRUCT ADA ACCESS RAMP PER RIVERSIDE COUNTY STANDARD 11 NO. 403 CASE D, SEE DETAIL ON SHEET 12 NOT COWff WWMED (PRIVATE) BENCH MARK.- NGS 71 A 77 PIDDX5558 TRACT NO. 36826-1 I.P. NO 170019 SHEET NO. 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDW47FR mqEm E N G ► N E E R S WASH BRIDGE, 97 FEET KST OF THE WEST MT OF � P� �°F WAY s �Lr �v� COUNTY OF RIVERSIDE ,A„ 5 C Eno �rey� 6879 Airport Drive, Riverside, CA 92504 ,►max° r�mSl� HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCREIF SCHEDULE Tei: 951 5$8-0 1 • F ( }R 7 688-0599 STAMPED---BM-71-yA-77---. FINDERS COURT�STA. 10+�ODN O 14 72.95 12 Under the- / & /tv (HOA MAINTAINED) OFsHTs ELEV.: 1458.40 {NA VD88} FOR: FORFSTAR TOSCANA, LLC W.O. 873E COUNTY FILE No. 965-YY DESIGNED BY: TG RA 1 DRAWN BY: TG RA 1 CHECKED BY: RDR SCALE. H. AS NOTED v NIA U:\Projects\FOREMOST COMMUNITIES\8736\Engineering Phase 2\Tract 36826-1'1Street Improvements\36826-1_ST-05.dwg � i Q � � o U] ~ � D (n VA W w J m cCl- U Q_ LU W � U (n CL l o a G � ❑ U7 LU w CC U a: CL �< Q_ 39, 01 C RVE 1 - 75.00' -VC- ,, cc ��oco ocaW'a cp n LO _ Cl�7 �^ -- - __ (on +^ n + +� on + kd Q N,j +,� �,_ �� is a C300 � ~ ^ ^ Q^ AN 4.9 _ Co ��, r-R �� Ono' PI=1139.83 ovi - - d ui + � , " ~ �" d cLn Q�i �n "' �`r a q CS - ❑:� " �y r' ^ LO � �, AN 3. FOIiB+ 6% D_ + . . 50.OL1' VC tom- `- - to a - a `-i ^ DN CURVE PI=1 119. 77 a �. - m '� " Q -- `'� g �y Yy 150.00' _ 113746 VC a _ ^no ui �i + t- .. 1 w\ �`__z �s _ Lr)oo Uoco ^ orn rry p- - " `- d r: a F + - F --� - -�? w W �'� PROP. TC 0 a LEFT �.'� - -- �,. -LLB -- - 100.00 VC - -- .._PI=T75796 Ww - - .4ir� w +� Su - 0 - -FL -.._. Ex. GRf#IW Q -- TAN= i.72� FdD55 G[ITTER `6 TAN=5.72� w a � Co o o K N Co 1$ LEFT c� a ~ - - -- + f �~ r�--a d �n Boas w r,w a� oa�,_^ �" w�Cn �___�` U �.+ �w a d w 100.00' VC PI=1 i39.81 ^ + d �+� � W � ti T � _ S.am, VC. � �: f � a a a- PI=1119.75���- -i•`_ n �+ 3U �L \�i v �`' 150.00' VC o n - U~ o" tz PI=1137.44 an U� + oa n m a rn �i u� 1' CU +� C °° raj of ' � �1 ��� ° 0 + ^ .ON 1 p2£ a � Fn - w - RDP. FS • _ PI I 1 8.8 PROF'. FS ") . ` ~ Q 0 CL - 7500 VC _ cn w -- - - w W PI=1' 156.61 2.00Z 2.00 TAN BACK=11:83% - - -- o~ hir: nn� TAN=1.72% ��w�rn�'o`b 39.27' a n fo + - `� + ^ ua u� cc ) N U) �n 4n ca U) aq n tr 04 - -ON CURVE EX GROUND 0 o ,n �' n � " s- ui L6 r7 n + - N ^ tv o u, o o + - -I•- ~ + irz •_ u r- - P1=1120.15 CL o � . n►" .mow Cl"' +.� �� er C) CD �v! onm001-' r d cn w �w N^ � (nw to o0i 00 co Ei^ ice, s'� E,tf GROUND o " rn o d ` ``' -- '_ + �- �� ,�' er ri ti 4 13 0 18 RIGHT + N � °00 CN ^ ; w Cn 1oo.Do' vc ^ �N .,d ti 50.00,E-� PI=1139.83 �¢ v� cn w "' TA = 3.2 1134 c,, PI=1122.11Un� ` �iw �oM, TAB F RWA,RD moo,o- �" o �; V `t =146 a v er O r. `� . i r I 3f� R f .� ^, Ua� ' ` . '� r:i o �orn ��; �j r . 150.00, VC P1=1137.48 am a a' uOcy °+° �Q f S r 1 N 4a 33 a 1 i�o�� - 1o2s �� - d� 1�• . . . . . . . . . �~ . . . . . - - 046 cn cn w PROP. TC a F a }- w _.. PROP. TC 0 -- - RIGHT is, w "' RIGHT r liT= 7 -_ Q a TAN=1.72 - HORIZ:1 "=4D VERT:1 "=4'' � � Il ----r � -art-� ---- -_ .. -• -- -- --�,--F- -- -- -- SCALE� DESIGN SPEED = 25 MPH (n 9+00 10+00 1 VISTA4 WAY SFE 5. � 1, C L INTERSECTION S A. 1 +90.61 VI TA WAY= 1 STA. 10+00.00 BOWER ST G11 SEE S EET 2 VISTA t WA CD U M �7 � II Q) ~� cn o V) crn 4?1 L7 11 +00 PE=8516.6 _+ 5TA.18+33.61 BCR Q) 65 '-6 PE=1121.9 a Q cn w a 11 12+00 13+00 14+00 A TL4S COURT n 84 6 8 SEE sHE.ET 7 1 m r 7 ca PE=1 141.0 +• cAt # 74 PE= 7 14 1.0 7A.12+59.65 + STA. 12+55.11 BCR ECR 15+00 N tCn tt- CN + + 54 PE= ? 165.7 {n crn Q C4 ' 8" DOM. WTR L1 0 �r 00 �2 12 �� -�� •s "�� C 1 ��, `s 3 � .0 L2 C5 BOWER STR Er cn ] �. !� cp L8 2 14 1 15 C2 Na �2 BOWER 5 rREET� � CS L3 L4 C9 SWR. LAT. ' � 1i i 6 7 RIW + 8" SWR 1 " WTR. Co Co PIL U U �� �' �` 70 SERV- 66 PE=1126.3 cn m 67 PE=1140.5 6g PE=1142.8 71 72 � PE=1132.8 PE=1138.3 PE=1147.7 m PE=1154.0 1 1 VOW .r CIL INTERSECT! 1 SCALE: 1" = 40' NOTE: SEAL -ENGINEER --- WORK CONTAINED WITHIN THESE PLANS�ESS/ SHALL NOT COMMENCE UNTIL AN SAY 4 ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. N4. 75731 The private engineer signing these plans is responsible for assuring the EXP. 6-30-20 w below. accuracy and acceptability of the design hereon. In the event of discrepancies {� CIVIL arising after county approval or during construction, the private engineer sha11 MARK BY DATE APPR DATE be responsible for determining an acceptable solution and revising the plans I REVISIONS �' 4 16T C�j�'tF Call before you dig., for opprovol by the county. ENGINEER COUNTY CN Ln 1 s+00 FINDERS COURT SEE SHEET 5 + �tK 2+85.22 + G�° TM y L5 s� s� L9 16 L6 t + f m FINDERS coURr W 73 SEE SHEET 5 PE=1158.2 rlRvvESS/p�Z D A IC RF9 F NO. 80614 * EXP. 03-31-23 sl CIVI �Q 9� cr CALF AS -BUILT PLANS DATE 09-01-2023 Z, SIGNATURE , APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date:9/5/2023 gy.� STREET CONSTRUCTION NOTES L!!YE TABLE LINE DISTANCE BEARING L 1 170.37' N5` 18'26 "W L2 124.86' N4'03'09 E L3 170.37' N5'1826"W L4 206.10' N4'03'09'E L5 35.95' N235'1 I "W L.6 30.76' N2"35' 11 "W L7 213.37' N5'18'26"W L8 206.10' N4'03'09 E L9 76.85' N2'35'11 "W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C 1 49.01 ' 300.00' 9'21 '35 " 24.56' 02 57, 94' 500.00' 6'38 20" 29.00' C3 39.27' 25.00' 90'00'00" 25-00' C4 47.43' 318.00' 83244" 23.76' C5 55. 85' 482. 00' 6'38'20 ` 2 7- 96' C6 39.00' 25.00' 89°22'30" 24.73' C7 39.27' 25.00' 90'00'00" 25.00' C8 46.07' 282.00' 9.21'35" 23.08' C9 60.02' 518.00' 6`38'20" 30.04' C 10 41. 00' 25, 00' 93°5824" 26.80' 0 CONSTRUCT 0.25' AC OVER 0.50' AB (CLASS 2) QCONSTRUCT TYPE 6" CURB & GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200, SEE DETAIL C ON SHEET 12. n 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 B ON SHEET 12. CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, WIDTH PER PLAN, 000NSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. 213 (SEE GRADING PLAN FOR FINAL LOCATION) CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311, CASE B 1 D INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO. 1220 & 1221 GCONSTRUCT ADA ACCESS RAMP PER RIVERSIDE COUNTY STANDARD NO. 403 CASE D, SEE DETAIL ON SHEET 12 NOT MNN WAffAINM (PRIVATE) PL4NS PREPARED BENCH MARK.- NCS 71 A 77 PIDDXS 58 TRACT No. 36826--1 I.P. Na 170019 SHEET NO. 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER E NCONCRETE 1 At E E R S WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF of WAY COUNTY OF RIVERSIDE „A T9 6 � C" E 6879 Airport Drive, R• erside, CA 92504 �KOVIS THE BENCH s LI NA D DIVISION HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE SCHEDULE STREET IMPROVEMENT PLAN °4 Tel:(951 ) 688-0 41 • x:( 688-0 9 STAMPED---BM-71 A-77---. � � under the , ., BOWER STREET STA. 1 O+DC TO 16+03.27 (HOA MAINTAINED) OF SHTS pen7s � Adkison, R.C.E. 75731 Date: ELEV.: 1058.40 (NAVD88) FOR: TFOSRAKAARLLC W.O. 8736 COUNTY FILE NO. 965-YY DESIGNED BY: TG/RA DRAWN 8Y: TG/RA CHECKED BY: RDR SCALE. AS NOTED U• N%A U:\Projects\FOREMOST COMMUNITIES \8 736 \Engineering Phase 2\Troct 36826-1\Street Improvements \36826-1-S7 06.dwg LU q z Q w � o � o ti � � Z O � � � � D � U Cn Lll CIL CL UJ L7 W U w � Q I- U? CL CC � w � U U }q U U q Ln W a U q LU CL Q CL � Q CL 40.58' ON CURVE PI=1139.20 L=137- &' L 50.(i0' L=52.98' � ON CURVE ON TANGENT ON CURVE EX GROUND �. 18' LEFT 137 fib' VC 50.00' VC 1= 142,86 PI=1141.74 120.00' VC I `t r R v ti Ri T U ._ PI=1139.73 �^ NIL,m ni rz �o oo �� a� c�o� ��� ic V.� et Coll- fl � n Ln 1144 vsW `r'�' w , Nor Nw ►v- 1.29 "' to 11 LT \-TAP=a. 1140 LT 4 a 3.349' PROP. Tc -0.87% 1036 a LEFT---0.50% = ] 036 or. (' oom e as �� CIL +^ tr-- rr Q �-� rna �� �,- �Q -, - 1 aai �Cd� ~ N� �?M7 11 �,� �,�� 1144 z U) C)-1. 99 LO 11110 CL 1140 CL PROP. FS CL 10 6 1036 L=6'1144' N TANGEN7'- -EX GROUND d 52 88' VC 18' RIGHT L= 37.61' PI= 141.59 ON CURVE PI=1 138, 74 f oCC) m U� dw 11 R`' to d w 1144 co 1� 1140 RT PROP. TC RIGHT 1 036 TAN=-2.13X TAN=-4.50% HORiZ:1 "=40' VE RT:1 "= 4' SCALE DESIGN SPEED = 25 MPH 77 PE=1144.8 10+00 P/L 78 PE=1 144.2 F •0 120 i 80 160 .0 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 'qMEMP, the private engineer signing these plans is responsible for assuring the ` D -4 _ Za 1 w accuracy and acceptability of the design hereon. In the event of discrepancies below. viman arising after county appraml ar during cnnstructlon, the private engineer shall MARK BY DATE be responsible for determining on acceptable solution and revising the plans Il beNm you dig■ for approval by the county. ENGINEER 11+00 12+00 13+00 BOWER STREET 0) y i f SEE SHEET 6 76 74 ry PE=1145.0 `A 75 PE=1141.0 ± PE=1141.9 rn �� G��, L� R/�Y N 8" SWR 7 4" SWR. LAT. BCR 13+43.62 + 2 G �'DCv 6 Vic+ "043 00 � � G C. a G� FS �� L1 5 ? 1 tic 12 L5 IN�� �7� ATLAS COURT T�2�ssr ti 5 L3 L4 �145 95 , R/W 6 - 7 5TA.12+58.12 8" DOM. WTR. � + 1 " WTR. SERV. ECR � 79 2 82 83 84 lc� PE=1144.1 80 11� PE=1142. 7 PE=1141.9 PE=1141.0 } PE=1143.8 PE=1 143.6 Ln`o BOWER STREET SEE SHEET 6 GALL &L r ADDED FOR CULS OvTL.9'V$ REVISIONS SEAL -ENGINEER ESSI Jur NO. 75731 * EXP. 6-30-20 APPR DATE COUNTY CIL INTERSECTION A.12+98.31 BOWER ST.= STA.13+00.42 ATLAS CT. EN0IMHHn'5 C" '%xV'ayeng Marwdr g 6879 Airport Drive, Riverside, CA 92504 Tel:(951 ) 688-0 41- x:{ } 88-0599 Under Ore ooyol �' ♦� Supenason a• I I.1( -- AdlusK R,CF- 75737 we: DESIGNED BY: TG/RA' DRAWN BY: TG/RA I CHECKED BY: R D R WaESSIOr�\ D A I( RF9 F2 NO. 80614 `n * EXP. 03-31-23 9� OF CAL\F� AS -BUILT PLANS DATE 09-01-2023 W SIGNATURE , LINE TABLE LINE DISTANCE REARING L 1 139.00' N82'5651 ' W L2 50.00' N55'27'03"W L3 87.44' N82'5651 "W L4 174.98' N82'56'5I "W L5 2 7 5. 75' N82'56'51 "W CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 40.58' 25.00' 93'00'00" 26.34' C2 52.98' 110.00' 27'35'48" 27.02' C3 137.68' 38.00' 07'35'48' 154.73' C4 37.61' 25.00' 86*11'09" 23.39' C5 84.67' 175.79' 27'35'47" 43.17' APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date:9/5/2023 By. STREET CONSTRUCTION NOTES 0 CONSTRUCT 0.25' AC OVER 0.50' AB (CLASS 2) 0 CONSTRUCT TYPE 6" CURB & GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200, SEE DETAIL C ON SHEET 12. 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 B ON SHEET 12. CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 400, WIDTH PER PLAN, CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. 213 (SEE GRADING PLAN FOR FINAL LOCATION) 10 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD NO.- 1220 & 1221 twsrA&L evILS ovrLgr pIGJL ILIVERSyG (-DVN" MIVDA" Wf. 309 NOT COUWY MAINTAINED (PRIVATE) BENCH MARK: NGS 71 A 77 (PIDDX5558) TRACT NO. 36826-1 I.P. NO 170019 SHEET NO. 770 FEET SOUTH OF THE SOURINEST CORNER OF COLDWATER WASH BRIDGE, 97 FEET WEST DF THE WEST EDGE OF COUNTY OF RIVERSIDE7 CONCRETE PAVEMENT AND 2 FEET EAST OF THE RIGHT CF WAY :, » a FENCE: THE BENCH MARK IS A CALIFORNIA DIVISION OF SCHEDULE A N HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STREET IMPROVEMENT PLAN m STAMPED --- BM---71 A--77----. " ATLAS COURT STA. 10+00 TO 13+00.42 (HOA MAINTAINED) OF12 SHTS ELEV.: 1058.40 (NA VD88) aCOUNTYFOR: W. 0. SCALE.- N/A FORESTAR a736 VILE NO. 965-YY o II_ AS NOTED V TOSCANA, LLC I U: \Projects\ FOREMOST COMMUNITIES\8736\Engineering Phose 2\Tract 36826-1 \Street Improvements\36826-1-ST 07.dwg 1140 1130 1120 1110 1100 1090 1:1 1070 1060 105❑ I; � a +a F ' 1 to m cn I ^�M...� + �- x Q Q Q no co A E I S=).010 -J I IQr, E � a 00 I Iv wow N ti r�l o OD 0.01� CL k IN1 HE SORF E i ran 00 vi O i I + ry..a 4 - TERM -3 P 3fi643 4 I k � _ 5=.050� F C Q RJ IF: � c 1 n7 'cam �r 4 _ --- _16 - - i ^k ~ 'z - - - ►�rDRAttLlc Lb4��k -HY DATA 14_.1 4 TO 44.2 C d Q 1 QQ 29.5 CFS 1 Q ] OCi : 29.5 C 21. F 5 Q.100 29.5 CES aMAx T 6 9 S VMA 7.6E S I D} lih 41( 8 FP5 VINAX 17. F NTI�IN H0l+4 MAINTAIN ) 66.6 I' LE 3. 54 99' LF � AIN ) 4 .7 T LF 0. N i38" _ _N J 2# CP 24 RC " " d-1 00 D- 50 PROFILE SCALE "=40' HORIZONTAL: 1 "=8' VERTICAL: 1 9+50 10+00 LLJ Q C7 [.rl o � � ti t.r] 0 1 o j Cl- CL c� w LLJ U w ti � Q 4 � 0 D � o 0 U L Co U U C7 1= LU 11+00 LAT. A- 1, SEE SHEET 10 TRACT BOUNDARY EXISTING LAT A-5 PER TRACT 36643 RCFC PLANS 12+00 STA.12+87.68. BC 13+00 TRACT BOUNDARY STORM DRAIN 1 41 120 1•////i � fJ/f. %////f/fJ/ff/f/f/ffJ/ i :1 1611. i 14+00 a�E w 15+00 16+00 17+00 DRAINSTORM a ! 41 120 1 80 160 1 18+00 NOTE: NS SEAL -ENGINEER PLAPREPARED 6r. WORK CONTAINED WITHIN THESE PLANS Q�QF�$,�I(,, SHALL NOT COMMENCE UNTIL AN JAY E N G► N H. H.R S ENCROACHMENT PERMIT AND/OR A 4� Ciy11 Scurvy Ing R►ar rig GRADING PERMIT HAS BEEN ISSUED. � � � �" 6879 Airport Drive, iverside, CA 92504 NO. 75731 Tel:(951) 688 24 a 1 688-0599 The private engineer signing these plans is responsible for assuring the * EXP. 6-30-20 * Under rtrhe of..& -le •/Jg W whai'S below accuracy and acceptability of the design hereon. !n the event of discrepancies CIVl1. hell J. Adkisan R.CE 7 Date. ■ arising after county approval ar during constructive, the private engineer shall MARK BY DATE AP P R DATE � �� �a�� 01� you d�g be approval for the eermw+ng on acceptable solution and revising the plans REVISIONS � C��-�� DESIGNED BY: TG/RA DRAWN BY. TG/RA CHECKED BY: RDR pP y r ENGINEER COUNTY 1130 1120 1110 1100 1090 1070 1060 1050 19+00 19+50 �11 kill il�� _. ■r .- ■ �� i[,i LINE TABLE CURVE TABLE LINE NO. LENGTH BEARING CURVE LENGTH RADIUS DELTA TAN L 1 25.384 N34"43'30"W C 1 179.32 306.00 033'34'30" 92.32 L2 26.779 N01 '09'00 "W C2 33.71 22.50 085'50'3O" 20.92 L3 477.392 N84'41'30"E C3 33.64 45.00 042'50'00" 17.65 Q%WESS/p�\ NO. 80614 N * EXP. 03-31-23 NNWs� CIV1� CAL�F��� AS -BUILT PLANS DATE 09-01-2023����� SIGNATURE , CONSTRUCTION NOTES. APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By;Lff INSTALL 24" RCP, D-LOAD PER PROFILE INSTALL 36" RCP, D-LOAD PER PROFILE 4 CONSTRUCT CONCRETE COLLAR PER R.C.F.0 & W.C.D STANDARD DWG. NO. U803 S CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. MH254 DCONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. JS227 (D CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. TS303 INSTALL CATCH BASIN PER RIVERSIDE COUNTY STANDARD NO. 300 (V & W PER PROFILE) (D REMOVE BULKHEAD AND CONNECT TO EXISTING PIPE 12 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. UH251 NU L. 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 HOA. ARE PER TR-36826-1 SEWER AND WATER PLANS, GOVERNED AND ALL ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED. MAINTAINED BY LEE LAKE WATER DISTRICT. 1;14;101:SL'I.,T;i;iW►[�`h�fMIF�WAFAfff11i11i1,"_1r1;1R 170 FEET SOUTH OF THE SOUTF I4VEST CORNER OF COLDWATER WASH BRIDGE 97 FEET WEST OF THE WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET FAST OF THE RIGHT OF WAY FENCE THE BENCH MARK IS A CALIFORNM DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STAMPED---BM-71 A-77---. ELEV.: 1058.40 (NA VD88) SCALE. AS NOTED V. NIA U. \Projects` FOREMOST COMMUNITIES\8736 TRACT NO. 36826-1 I.P. NO 170019 1 SHEET NO. COUNTY OF RIVERSIDE I $ I� STREET DRAINAGE IMPROVEMENT PLAN l� STORM DRAIN LINE A STA. 10+56.20 TO 18+86.54 4iF 1 L SHTS FOR: W.O. COUNTY FOREMOST 8735 FILE NO. 965-YY p COMMUNITIES 4 Phase 2\Tract 36826-1\Street Improvements\Street Drainage lmprovements\36826-1 SD-08.dwg 1140 1130 1120 1110 1100 1090 MENNEN nommonom 0 NO 0 MEN 0 0 11110 SEEM 0 H -IN smog I a monow, Mookini 11MEMNI 0 somm.NM Ison 0 a 0 Flffli, - M1 I ME 9+50 10+00 1140 1130 1120 1110 1100 1090 11+00 11+50 4011 ffirooX 1150 1140 1130 1120 . onsommosommonsons nommonsopip?jllmmm Nonni MEN Ion mosonsommommono. monsommonon MMEMMINIM IF 0 0 MONSOON sommilson I nommonsommommonon nommom�mmom 0 MEN 111111leal 0 nommonommonsommom nommonsono MESON IF mossommosop,z sommommons nommoll af is on 10 sommosomm 11111111 1 0_.Emmmmmm EM=m 11 nommonommo 11110010111 111111 on -4 Im MERE - - I.. mid it ism W= Ali MEN M-M-0 mom moons I ON nommom limmmonommon Lol.ENIEINEE MIN 1 0-10 1111 Emonson lim sommosommon OEM no N now" limmosimmommonsom 11 EWA ' monom owl 111111011 0010001110011100FIEN I INS Room MEMNON mmmmmiiimmiimmlp;," . . . . . . . . . . . . . 11 linno mommon nommonill 0 01 HOME ME mmmmll!EEI!l 20 'lloommons PROFIL E SCALE - mac 0 00 monomill I 10+00 11 +00 12+00 13+00 14+00 1170 1160 1150 1140 1130 1120 15+00 LINE TABLE CURVE TABLE LINE No. LENGTH BEARING CURVE LENGTH RADIUS DELTA TAN L4 20.335 N36'32'40"E C4 25.57 35.00 041'51'00" 13.38 L5 15.692 N34.33'1o"E C5 41.74 60.00 039'51'30" 21.75 L6 116.301 N04'54'50"W C6 33.23 22.50 084'36'30" 20.48 L 7 201- 739 N79'41 '3D' E C7 21.79 32. 75 038'07',20" 11.32 L12 8.605 N62'11']0"W Q�'OF ssS// ,7 p D A I W � � NO. 80614 H * EXP. 03-31-23 STA.10+06.71 STA.10+20.34 BC STA. 11 +74.00 STA.14+55.80 EC s�q OF CA`\F�Q APPROVED AS -BUILT PROFILE X-ING, SEE PROFILE X-ING, SEE PROFILE STA.1 X-ING, SEE PROFILE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT STA.1 +9$. �9 LAVE A STA.10+8 7.64 EC STA. ] 4+34.0 ] BC AS -BUILT PLANS y: . 12 � Date: 9/5/2023 B STA. 11+94.42 LAT C-1, SEE SHEET 10 j DATE 09-01-2023e 4 9 STA.10+53.70 STA.11 +70.00 BC X-fNG, SEE PROFILE ❑ ❑ Dom. wTR•* Q STA. 12+.23 12 7 SSA 1005-38 SIGNATURE +00.00 LAT C--1 � 03 aC LLJ SWR. LAT. EC (TYP.) * DOM. WTR.* Ify � LAT B-1, S,AN. SWR. D SEE SHEET 10 1 QT REC. WTR. * �I 1� R�W 1 ❑ i �a RIW 1 1 DOM. WTR. STORM DRAINAGE CONSTRUCTION NOTES ❑ � Z _ i P L TYP. i - n I n Cf] ^ _ - p _ w _ L7 _ - , ( 2 INSTALL 24" RCP, D-LOAD PER PROFILE WTR. S£RV. (TYP.) �. �, �n -- - ;..,. Y `, =K, 111STA WA " CONSTRUCT CONCRETE COLLAR PER R.C.F.0 & W.C.D STANDARD DWG. NO. 4 �uso3 � ----� � - FLORA ROAD - F �►G .� III I BO ER STREET Fl �- - F _ - - Q - - yfX(D 12+� '- CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. TS303 STA. 14+64.40 co 8 $ INSTALL CATCH BASIN PER RIVERSIDE COUNTY STANDARD N0. 300 (V & W cc -i EXISITING LAT A-5 - R/W {TYP.) f P%L {TYPJ � PER PROFILE) j U PER TR. 35643 REC. WTR.* STA.14+50.63 REMOVE BULKHEAD AND CONNECT TO EXISTING PIPE J STA.10+26.96 STA. 11 +03.33 8 RCFC PLANS REC. WTR. * SWR. LAT. {TYP) SAN. SWR. X-ING, SEE PROFILE Q Q X-ING, SEE PROFILE 10+45.90 PRC= IP NO. 140083 SAN. SWR. * STA.14+41.82 Q QS�TA. STA.10+92.42 r WTR. SERV. X--ING, 5EE PROFILE 10 BACKFILL FROM BOTTOM OF PIPE TO A MINIMUM DEPTH OVER PIPE TO 4" STA.10+00.00 LAT B-1 ] WITH CLASS C 420-C-2000 CONCRETE WHERE COVER TO FINISH GRADE � LINE A, SEE SHEET 8 X-ING, SEE PROFILE 15 2' OR LESS { , 2 W CONSTRUCT MANHOLE NO. ] PER R.C.F.C. & W.C.D. STANDARD DWG. NO. STORM❑RAIN LlNF B 0 MH251 STORM DRAIN LINE O NOT COMP IWNTAINED ATE w U 0 40 120 0 40 120NOTE: w THIS PROJECT IS BONDED AND IS TO BE INSPECTED BY CONSTRUCTION 20 B0 160 20 80 6D INSPECTION. *ALL DOMESTIC WATER, RECLAIMED WATER, AND SANITARY SEWER 0 SCAEE: 1" = 40' ALL WATER QUALITY DEVICES MAINTAINED BY HOA. ARE PER TR-36826-1 SEWER AND WATER PLANS, GOVERNED AND SCALD: 1" = 4U ALL ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED. MAINTAINED BY LEE LAKE WATER DISTRICT. C U SEAL -ENGINEER PLWS PR£PARM eY' BENCH 141AR1f: NGS 71 A 77 PlDDX5558 SHEET No. NO FE TRAGT ND. 3fi8�fi-1 J.P. NO 1700 ! 9 170 FEET" SOUTH OF THE SOUrMAtE , CORNER OF COLDWATER WORK CONTAINED WITHIN THESE PLANS Q�[ ESS1 WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF COUNTY 4F RIVERSIDE 3 v? SHA2 L NOT COMMENCE UNTIL AN 9 4AY ENGINEERS CONCRETE PAVTD4IENT AND 2 FEET EAST OF FHE RIGHT OF WAY Q o ENCROACHMENT PERMIT ANDIOR A �� 4d CW ErWrteer,� SwvI RannhV FENCE THE BENCH MARK IS A CALIFORNIA DIVISION OF STREET DRAINAGE IMPROVEMENT PLAN C:) U} GRADING PERMIT HAS BEEN ISSUED. �,, 6879 Airport Drive, Riverside, CA 92504 HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE oa Li l w `� NO. 75731 s x Tel:(951) 688-0241 x: ) 688-0599 STAMPED---5M-71-A-77----. STORM DRAIN LINE B STA. 10+00.00 TO 11 +33.33 EXP. s-3n-�o iMder t ,,f J STORM DRAIN LINE C STA. 10+53. 70 TO 14+6J.53 OF stirs U The private engineer signing these plans Is responsr� for assuring the &jPW lawn af. + - 6 7 �.i `ate hh accuracy and acceptability of the design hereon. In the event of discrepancies Mitch R . .3 pate. ELEV.: 1058.40 (NAV088) �r Q Q Y:IIa YeIOw. arising after county approval at dcrrinq constnictian, the private engineer shah MARK HY DATE APPR DATE `�,� CIY1� �� FOR: W.O. COUNTY be responsible for determining an acceptable sotation and revising the pions REVISIONS �F SCALE: FOREMOST FILE NO. 965-YY Q a �� �� � dig, Far approval by the county ENGINEER COUNTY DESIGNED BY: TG/RA DRAWN BY: TG/RA CHECKED BY: RDR H; AS NOTED V• N/A COMMUNITIES 8736 U. \Projects\FOREMOST COMMUNITIES\8736Engineerinq Phase 2\Troct 36826-1 \Street Improvements\Street Drainage Improvements\ 36826-1 SD-09.dwg w z L7 � C) w I~ o V z ti `r- D � U � U � w J J Q CL 01-1 w ?_ W U} �l CL Q W � � � D Q U o � 0 U Q L LIJ U Q F� Ca w Q 1090 1070 1060 1050 1040 r.1111111111111111111111111 NONE NONE MENEM-. on on NMI 1 SEEN -.11111 on Monsol on NONE 0, NONE soon In 0 0 SEEM_ I SO MEN soon MEN Amnon NONE MEMOS nommoll HORIZONTAL.- 1 `4 onPROFIL ME= K 1090 1090 1080 1080 1070 1070 1060 1060 1050 1050 1040 1040 0 1090 1140 1080 1130 1070 1120 1060 1110 1050 1100 1040 1090 sommommonom O 0 GOP _- M.- 1110 197M.N. 0 0 0 0 1 1140 1170 1130 1160 1120 1150 1110 1140 1100 1130 1090 1120 gi MSMIM1M1M1MMM on OEM E mom mosommom 0 MENOMONEE 0 .100001 MR -0000 onsomon rep 0 NIEMEN 'I .,,PRO -7 M low 11 Monson 0 monsomillill Monson I MENNEN 11 Monson 0 ME 0 on ' 01"M M.N. lions SEEM& 11VIT, mom 11 in 0 onsommong 11MM 0 NOMMENSFEINEENSEN min 0 MEN: .4.1 FP i NO 0 8 0 PROFILE SCALE HORIZONTAL: I 4 VERTICAL: 1"--8' IN IN Soon 0 w[E]IME ME 1170 1160 115❑ Firl87 FKAftj 1120 9+50 10+00 11 +00 9+50 10+00 11 +00 9+50 10+00 11 +00 9+00 10+00 11 +00 STA.I0+10.87 1 LINE A, SEE SHEET 8 `� 10+0 -ING, SEE PROFILE 8 , X-ING, SEE PROFILE STA. STA.10+d7.07 11+82.93 LINER LAT A-1, SEE LEFT STA. 10+00.00= STA. 10+00. 00= I - D 0 .�1yN ,Qo_ 8 D LOT A-2, SEE RIGHT �DOM. WTR' R/W (TYP.) LINE A, SEE SHEET 8 SAN. SWR. * P/L (TYP, STORM DRAIN LAT A—i STORM DRAIN LAT A-2 N whatrs below. Call before vau d NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/DR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assur;ng the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall MARK BY DATE be responsible for determining on acceptable solution and revising the plans for approval by the county. ENGINEER REVISIONS f` o- � D �p STORM DRAIN LAT B--1 APPRI DATE COUNTY A.10+16.97 LINE B, SEE SHEET 9 RIW OM WTR LINE TABLE CURVE TABLE LINE NO. LENGTH BEARING CURVE LENGTH RADIUS DELTA TAN L8 25.154 N42'13'50"W C8 11.89 22.50 030'16'30" 6.09 L9 28.118 N44' 15'00 "E LID 16.9 71 S50' 18'30 E L 11 13.882 N 19'41 ;3O "E U\ STA.10+05.77 STA.10+ 13.88 X-ING, SEE PROFILE BC _ 1 1 STA. 10-F25.77 8 Ec R%W DOM. WTR. P/L (TYP.) 01 SAN. SWR. � r ESS/Orel DAIC $,RF9F� W CL-- or NO. 80614 N z * EXP. 03-31-23 CIVt%. Jlq� OF CAI.\F��� APPROVED AS -BUILT AS -BUILT PLANS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DATE 09-01-2023�� Date: 9i5i2023 By: SIGNATURE ac: vFL� STDRA►I DRAINAGE CDNSTR[JCT10N NOTES AN. SWR.* STA.10+00.00= GO INSTALL 18" RCP, D-LOAD PER PROFILE STA.14+05.38 LINE C l� Qv�j 0 ST. CL 1 j INSTALL 24" RCP, D-LOAD PER PROFILE A (TYP. ) SEAL —ENGINEER ESS/� JAY w a NO. 75731 it EXP. 6-30-20 k s19� 016 ArICA0�,� ST. CL , CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. MH254 LINE C, SEE SHEET 9 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F.C. & W.C.D. REC. WTR.* STANDARD DWG. NO. JS227 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. & W.C.D. STANDARD DWG. NO. TS303 INSTALL CATCH BASIN PER RIVERSIDE COUNTY STANDARD NO. 300 (V & W PER PROFILE) STORM DRAIN LAT C-1 0 40 120 20 s0 160 NOT COUNTY AWNTAINED PRIVATE SCALE: 1" = 40' 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 HOA, ARE PER TR-36826-1 SEWER AND WATER PLANS, GOVERNED AND ALL ON -SITE FACILITIES ARE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED. MAINTAINED BY LEE LAKE WATER DISTRICT. PL4NS ARfAARf'D tiK "a 4 BENCH MARK NGS 71 A 77 PIDDX5558 TRACT NO. 36826-1 I.P. NO 170019 SHEET NO. 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER N G / N E 14 S WASH BRIDGE, 97 FEET WEST Of THE WEST EDGE Of CONCRETE PA"W AND 2 FEET FAST OF THE RIGHT OF WAY COUNTY OF RIVERSIDE 10 o C&N Er0hP&r&yg Surmyn, fftn #W FENCE THE BENCH MAR[ IS A CAUFORNIA DMSION OF STREET DRAINAGE IMPROVEMENT PLAN 6679 Airport Drive, Riverside, CA 92504 HIGHK AYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE oa Tel:(951) 68 — 24 Fax: 1 ] 688-0599 STAMPED --- BM-71—A—T7---. STORM DRAIN LATERALS A-1, A-, 8--1, AND C-1 W Sudern G (� OF SHTS 01 1 r Adkison, fi'. T3 O t, ELEV.: 1058.40 (NAVD88) 4 FOR: COMMUNITIES W.O. 8736 COUNTY FILE N0. 965-YY DESIGNED BY: TG/RA DRAWN BY. TC�RA CHECKED BY: RDR SCALH. AS NOTED V• NIA U: �Projects \FOREMOST COMMUNITIES \8736`Engineering Phose 2\Tract 36826--1\Street Improvements\Street Drainage Improvements\36826-1 SL7 10.dwg a C� Ct lV~ ITEMESCAL HILLS DRIVE TEMESCAL HILLS DRIVE & DAWN ROAD CURB RETURN DETAIL — — — — � BOWERSTREET— — SCALE. 1 " = 1 ❑' w what's below. Call beMre you dig. BOWEREET & ATLAS RETURN DETAIL COURT I �� CURB NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS SEEN ISSUED. the private engineer signing these plans is responsible for assuring the accuracy and occeptab;Ny of the design hereon. In The event of discrepancies arising after county approval or during construction, the private engineer shall MARK BY DATE be respons+bie for determining an acceptable solution and revising the plans for approval by the county. ENGINEER N VISTA WAY VISTA WAY & BOWER STREET CURB RETURN DETAIL Z' SEAL —ENGINEER pL4NS PffPARW ar pF ESSI `t �RJAY, ENG■NEHRS CiOl ErV#m ering SL"eying I4dtrv) V 6879 Airport Drive, Riverside, CA 92504 NO. 75731 Tel:(951) 688-02 4 • Fax• 51) 688-0599 EXP. 6-30-20 Under the JW2 A.01 6 .14 ,1g supervision oI• f CIVIL Q MCI elf J. Adkison, .. 7571; Date: REVISIONS APPDATE f'�% r cAt\E � COUNTY IDESIGNED BY: TG/RA DRAWN BY: TG/RA CHECKED BY: RDR �� Q�OF ESS/p,�l FINDERS COURT `c�� �o DAIL RF Fy NO. 80614 `n * EXP. 03-31-23 FINDERS COURT & BOWER STREET CURB RETURN DETAIL kItNL;H MA► F%: NGS I 1 A ■ I [ V11) XDDDtf 1 170 FEET SOUTH OF THE SOUTHWEST CORNER OF COLDWATER WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF CONCRETE PAVEMENT AND 2 FELT EAST OF THE RIGHT OF WAY FDVCE THE BENCH MARK IS A C4LIFORNIA DIVISION OF HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STAMPED---BM-71 A-77----. APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date: 9/5/2023 By. fJ. CIVIC �Q. pF Ch \FV AS -BUILT PLANS DATE 09-01-2023����� SIGNATURE , NOT =M Y MAINTAINED (PRIVATE) TRACT NO. 36826-1 I.P. NO 170019 I SHEET NO. COUNTY OF RIVERSIDE T SCHEDULE STREET IMPROVEMENT PLAN m CURE RETURNS AND DETAILS OF 1 2 SHTS ELEV.: 1058.40 (NAVD88) FOR. W.O. COUNTY SCALE: AS NOTED v. NIAFORESTAR7�s FILE No. 965-YY F1- TOSCANA, LLC U:\Projects\FOREMOST COMMUNITIES\8736\Engineerinq Phase 2\Tract 36826--1\Street Improvements\36826—I_STTI1-12,dwq W � Q i � Q w ti V7 � � Z lLd o LLJ P m CC J C w � w w � cn CL ct 0 a 0 U ❑ Vn w Q U a� � U LL.i Q � CL khh'i 10 0 10 20 30 SCALE. 1" = 10' �I VISTA WAY &FLORA ROAD CURB RETURN DETAIL TEMESCAL HILLS DRIVE &FLORA ROAD CURB RETURN DETAIL I VISTA WAY 4— — I �� VISTA WAY &FLORA ROAD CURB RETURN DETAIL L TE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED, r the private engineer sign+rig these plans is responsible for assuring the w a below accuracy and acceptability of the design hereon. In the event of discrepancies ■ ar:song after county approval or during construction, the private engineer shall MARK BY I DATE be responsible for determining an acceptable solution and revising the plans Call betom you dig. for approval by the county. ENGINEER REVISIONS 2' MIN. OVERLAY AT 0.10' MIN. THICKNESS. OR AS DIRECTED SA WCUT EXIST. PAVEMENT 1' MIN VARIES EXrsT. PAVEMENT TO BE REMOVED EXIST: PAVEMENT NEWPAVEMENT 4 DETAIL A SAW CUT AND JOIN DETAIL 6" CURB FACE 5' SIDEWALK � 5' LANDSCAPE PARKWAY �Z' 2.0 DETAIL B 6" CURB FACE 318 " RAD. -6" CURB 1.5% DESIGN (2.07. MAX IN FIELD CONSTRUCTION) MODIFIED CURB RAMP (CASE A) PER COUNTY OF RIVERSIDE STANDARD DRAWING NO. 403 APPROVED AS -BUILT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Date:9/5/2023 By: -- WYESS/O l DAI(R�q�� W � � NO. 80614 `n * EXP. 03-31-23 sj crvi� �Q 9� OF CALF AS -BUILT PLANS DATE 09-01-2023� SIGNATURE , ROADBED WIDTH TO THIS POINT if 6" 2 1.5.. i --TC PER „ PLAN AC PAV'MT- 3/8 " LIP MIN. / 2.57- MAX. F 71 " RAD. 1'�314" RAD. 4 j CLASS B" CONCRETE 1.601 CU. FT./L.F. 1 CU. YD. =16.86 L.F. DETAIL C 6" CURB AND GUTTER DETAIL PROP, C&G PER TR36825 OPXXXXX) o � PARKWAY VARIES � ly f�� 5 SIDEWALK , 7' 5' --I 7' --! INTERSECTING STREETS ELEV. 'A' ELEV. 'B' ELEV. 'C' ELEV. 'D' ELEV. 'E' ELEV. 'I" SLOPE 'G' SLOPE 'H' VISTA WAY BOWER Sr. 1117.1 J 1117.38 1117.55 1117.71 1117.96 1118.31 5. 74% 5. 009 BOWER ST ATLAS CT 1137.23 1137.46 1137.46 1137.82 1138.05 1138.33 5.14% 4.009 FINDERS CT. 80WER ST 1157. 99 1158.17 1158.35 1158.58 1158.75 1158.99 —3 297 —3. 4J% MODIFIED CURB RAMP (CASE D) PER COUNTY OF RIVERSIDE STD. DWG. NO. 403 N.T.S. NOT COUNTY AWNTAINED (PRIVATE) SEAL -ENGINEER PL05 ►aKPnRM er.SHEET NO. BENCH MARK: NGS 71 A 77 PIDDX5558 TRACT NO. 36826-1 I.P. NO 170019 170 FEET SOUTH OF THE SOUTHft-5T CORNER OF COLDWA7ER Ql�OFESSl WASH BRIDGE, 97 FEET WEST OF THE WEST EDGE OF COUNTY OF RIVERSIDE '� JAY F E N � 11V H E 14 S CONCRETE PAVEMENT AND 2 = FAST OF THE RIGHT OF WAY „ » o �o 2 C" fnpneerirg �„ey;� �rw"ng FENCE: THE BENCH MARK IS A CALIFORNIA DMSION OF SCHEDULE A 6879 Airport Drive Riverside, CA 92504 HIGHWAYS BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STREET IMPROVEMENT PLAN m NO. 75731 Teo051 } 6 2 • F } 6 -0599 STAMPED --- BM-71 A-77---. * EXP. 6-30-20 * Under the w /� _/�1 CURB RETURNS AND DETAILS ❑F 1 2 5HT �+Y1� �tir� ell r. Adkisor, R.C.E. 75731 Date: ELEV.: 1058.40 (NAVD88) FOR: W.O. COUNTY APPR DATE `,yl�-� ���'�1�� SCALE. NIA FORESTAR 8736 FILE NO. 965-YY Q COUNTY DESIGNED BY: TG/RA DRAWN BY: TG/RA CHECKED BY: RDR H. AS NOTED V• TOSCANA, LLC a U.- \Projects\ FOREMOST COMMUNITIES\8 736 \ Engineering Phase 2\Troct 36826- 1 \Street Improvements\36825-1_S7 11-12.dwg