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963bb_sppQ A w w ET z rj o n U Of of LINE - w w 10 = z M� � c� CONSTRUCT N cV z CONSTRUCT w Ld Ld >_ CONSTRUCT t� z g J ® CONSTRUCT n of w HN 0 18 18 U GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 o (N7 CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO 403 N73'41'1 2"W SEE DETAIL o ® SAWCUT AND JOIN EXISTING PAVEMENT PER DETAIL SHEET 1 9O PLACE 0.1' MINIMUM OF ASPHALT OVERLAY D O INSTALL ADA d U CONSTRUCT Cn 12 CONSTRUCT w W o 10°41'00" >U \� N NOTE; 1017'48" 11) Or W WORK CONTAINED WITHIN THESE PLANS a- < SD LINE A SEE OFFSITE SD PLANS FOR PROFILE EX, R/W PER-/ FAIRMONT PARK MB 11/15 SBCo. CL INTERSECTION STA13+50.10 GARFIELD STA10+00 00 LONE ST 10+00 18' CSA EASEMENT���I w 00 d - C> 0 Z 1 1+00 N n ECR/CR #3 2 STA1 +93.10 1002.85TC 12+00 LL i _ ' STA13+07.10 + 0 3 STA10+43.00 EX. BERM Q`r 1003.40TC o 1005.04TC TO REMAIN Q i ', ' o _.... STAIDC 43 00 O 8g' 18 0 28 1004.83TC; TRACT BOUNDARY w ,1 + i 36 3' SEE SHEET 3 + ''- � Q o o SAGE TREE rT� r o Q v Omo u Ume� CD o STA11+78.40 LONE ST LLJCo M- wV C� k! 13+00 14+00 LINE CX") BEARING 10 IMPROVEMENT N89°58'12"W M� �� 01 CONSTRUCT N cV O2 CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200 ® CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 ® CONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STANDARD NO. 213 O HN 5' SIDEWALK (4" MIN THICKNESS) RIVERSIDE COUNTY STANDARD NO. 400 18 18 U GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 4 5 6 (N7 CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO 403 w what's below. Call beftme you 3T1A10+00.00 SAGE TREE CT CL INTERSECTION STA14+74.73 LONE ST STA10+00.00 FERNWOOD CT 15+00 8 1011.08TC LINE CX") BEARING STREET IMPROVEMENT N89°58'12"W CONSTRUCTION NOTES 01 CONSTRUCT 0.25' AC OVER 0.50' AB PER GEOTECHNICAL ENGINEERS RECOMMENDATION O2 CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200 ® CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 ® CONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STANDARD NO. 213 O CONSTRUCT 5' SIDEWALK (4" MIN THICKNESS) RIVERSIDE COUNTY STANDARD NO. 400 18 18 CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 7O CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO 403 N73'41'1 2"W SEE DETAIL ON SHEET 7 ® SAWCUT AND JOIN EXISTING PAVEMENT PER DETAIL SHEET 1 9O PLACE 0.1' MINIMUM OF ASPHALT OVERLAY 10 INSTALL ADA ACCESS RAMP PER RIV. CO. STD. DWG No. 403 11 CONSTRUCT 0.33' AC OVER 0.67' AB PER GEOTECHNICAL ENGINEERS RECOMMENDATION 12 CONSTRUCT 4" AC DIKE PER RIVERSIDE COUNTY STANDARD NO 212 UHO co N 10°41'00" 35.72' \� N NOTE; 1017'48" 9.91' LLJ 106.03' WORK CONTAINED WITHIN THESE PLANS 108°28'50" 77.76' C12 42.18' SHALL NOT COMMENCE UNTIL AN 21 °58' 16" 21.35' C13 141.02' ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. w what's below. Call beftme you 3T1A10+00.00 SAGE TREE CT CL INTERSECTION STA14+74.73 LONE ST STA10+00.00 FERNWOOD CT 15+00 8 1011.08TC LINE LENGTH BEARING o 154.16' N89°58'12"W L2 178.40' BCRCR #7 1_3 90.40' N89'58'1 2"W L4 8 2 1_5 296.34' N89'58'1 2"W STA10+44.71 27 N89'58'1 2"W 1_8 8.13' 18 18 L9 96.50' N73°41'12"W L10 1011.73TC N73'41'1 2"W L12 SEE SHEET 3 0 95°36'20" 20 C7 C:) FERNWOOD CT "N F C8 113.68' 400.00' 16°17'00" UO - 71.23' UHO co N 10°41'00" 35.72' \� N 110.00' 1017'48" 9.91' LLJ 106.03' 56.00' 108°28'50" 77.76' C12 42.18' .. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall MARK BY DATE be responsible for determining an acceptable solution and revising the plans for approval by the county. ENGINEER *NOTE. RAMP TO BE LOCATED ACROSS FROM LEFT RETURN DUE TO DRIVEWAY CONFLICTS Z I REVISIONS 111,2214 '�� 16+00 SCALE 1 " = 40' 1/+00 lut EC 19 17t" iojjqjc 18 / 17 16 \ a 18+00 11 CROWN LINE 12 13 PRC 1020.50TC STA 18+37.00 CL EC 4 EC 1021.00T EC 1021.17TC 18+94.93 19+00 LINE TABLE LINE LENGTH BEARING L1 154.16' N89°58'12"W L2 178.40' N89°58'12"W 1_3 90.40' N89'58'1 2"W L4 236.67' N89'58'1 2"W 1_5 296.34' N89'58'1 2"W 1_7 28.92' N89'58'1 2"W 1_8 8.13' N89'58'1 2"W L9 96.50' N73°41'12"W L10 150.59' N73'41'1 2"W L12 40.99' N83°59'00"W SEAL -ENGINEER PUNS=Wa BENCH MARK QROFESSIml� J8 -F2 J•4~� , EN 43 I IV E H RS CHISLED SQUARE AT THE SOUTHEAST TOP OF Ciw7Engineering • Surveying •Planning A CATCH BASIN ON THE NORTHERLY SIDE OF c> a 6879 Airport DCive, Riverside, CA 92504 CENTER STREET EAST OF TRANSIT AVE. NO. 53390 Tek(951) 688-41 Fox:(951) 688-0599 it EXP. 6-30-17 * U� the 77 Jl \ supenoWn chadaw S ELEV.: 955.295 (NAVD88) APPR DATE GIV1L .C.E 53390 . 06.311.17 COUNTY 9�(T CI•UE � DESIGNED BY: RDR DRAWN BY: RDR CHECKED BY: C- SCALH AS NOTED V: N/A 20+00 CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 39.27' 25.00' 90°00'00" 25.00' C2 39.27' 25.00' 90°00'00" 25.00' C3 39.27' 25.00' 90°00'00" 25.00' C4 39.27' 25.00' 90°00'00" 25.00' C5 39.27' 25.00' 90°00'00" 25.00' C6 41.72' 25.00' 95°36'20" 27.57' C7 118.82' 418.00' 16°17'12" 59.81' C8 113.68' 400.00' 16°17'00" 57.23' C9 71.23' 382.00' 10°41'00" 35.72' C10 19.77' 110.00' 1017'48" 9.91' C11 106.03' 56.00' 108°28'50" 77.76' C12 42.18' 110.00' 21 °58' 16" 21.35' C13 141.02' 38.00' 212°37'22" 129.85' C14 47.49' 25.00' 108°50'09" 34.94' C15 69.44' 43.00' 92°31'27" 44.94' RCFC PERMIT #: EP 3544 TRACT NO. 28957 I.P. NO 070057 SHEET NO. COUNTY OF RIVERSIDE 2 SCHEDULE "A" STREET IMPROVEMENT PLAN LONE ST 9 of SHTS FOR: HIGHGROVE PROPERTY OWNERS, LLC W.O. 8430 COUNTY FILE NO. U:\PROJECTS\FOREMOST COMMUNITIES\8430\ENGINEERING\STREETS\8430 STO2.DWG a rri 0 N N Ml- 11 Li W z 0 z Ld w 0 ry W 0 z O v v W of 2 SEE LENGTH SHEET L1 2 N00°01'48"E L2 49.55' N00°01'48"E L3 I N00'01'48"E L4 USO N16'16'53"W L5 w 7 F- (� 181.96' S At v o m � 0 � I N00°01'48"E 1_8 + 11 f 3 N00°01'48"E N 50.00' N16°20'30"E 95036'20" 36 LLQ 39.27' 25.00' 90°00'00" 28 C8 31.32' 110.00' =1 3 CD 141.02' 38.00' 3 129.85' CIO 0 7 110.00' 16° 18'42" 15.76' + 2 LINE LENGTH BEARING L1 182.11' N00°01'48"E L2 49.55' N00°01'48"E L3 49.55' N00'01'48"E L4 50.00' N16'16'53"W L5 w 7 1_6 181.96' S At 1_7 47.70' I N00°01'48"E 1_8 + 11 1_9 - 28' 128 N00°01'48"E E3 3 50.00' N16°20'30"E 95036'20" 36 0 39.27' 25.00' 90°00'00" 25.00' C8 31.32' 110.00' � ® 3 CD 141.02' 38.00' W 129.85' CIO atoll 110.00' 16° 18'42" 15.76' Z SEE SHEET 2 �¢ o U Cn Cv) W (n P Z mm O m O W 35 30 W. 31 33 NOTE. STATIONING STARTS 10+00 CTAT THE INTERSECTION. NORTH ARROW IS INTENTIONAL AND DOES NO COMPLY WITH COUNTY STANDARDS. t>UALL "I = 4U 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 assunng 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 an acceptable solution and revising the plans for approval by the county. I ENGINEER LINE TABLE LINE LENGTH BEARING L1 182.11' N00°01'48"E L2 49.55' N00°01'48"E L3 49.55' N00'01'48"E L4 50.00' N16'16'53"W L5 50.00' N16°20'30"E 1_6 181.96' N00°01'48"E 1_7 47.70' I N00°01'48"E 1_8 50.00' N 16° 16' 53"W 1_9 49.40' N00°01'48"E L10 50.00' N16°20'30"E CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 39.27' 25.00' 90°00'00" 25.00' C2 39.27' 25.00' 90°00'00° 25.00' C3 31.32' 110.00' 16°18'42" 15.76' C4 31.32' 110.00' 16'18'42" 15.76' C5 141.02' 38.00' 212°37'23" 129.85' C6 41.72' 25.00' 95036'20" 27.57' C7 39.27' 25.00' 90°00'00" 25.00' C8 31.32' 110.00' 16'18'42" 15.76' C9 141.02' 38.00' 21237'23" 129.85' CIO 31.32' 110.00' 16° 18'42" 15.76' STREET IMPROVEMENT CONSTRUCTION NOTES 0 CONSTRUCT 0.25' AC OVER 0.50' AB PER GEOTECHNICAL ENGINEERS RECOMMENDATION O CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200 3' 8 6 ® CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 ® CONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STANDARD NO. 213 O5 CONSTRUCT 5' SIDEWALK (4" MIN THICKNESS) RIVERSIDE COUNTY STANDARD NO. 400 © CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 O7 CON TRIO T CURB RAMP CASE A.. .: �ERSII COUNTY= STANQARD NO 403 SEE DETAIL ON SHEET 7 ® SAWCUT AND JOIN EXISTING PAVEMENT PER DETAIL SHEET 1 O9 PLACE 0.1' MINIMUM OF ASPHALT OVERLAY 10 INSTALL ADA ACCESS RAMP PER RIV. CO. STD. DWG No. 403 11 CONSTRUCT 0.33' AC OVER 0.67' AB PER GEOTECHNICAL ENGINEERS RECOMMENDATION 12 CONSTRUCT 4" AC DIKE PER RIVERSIDE COUNTY STANDARD NO 212 SEAL -ENGINEER RMS PRV 7 R 0 �o Zw o� n O a{ O r` O �o C G �g CESS/r CM Engineering • Surveying • Planning 6879 Airport Drive, Riverside, CA 92504 N0. 93390 Tel:(951) 68 02 Fax:(951) 688-0599 EXP. 6-30-17 * Under the Supe vwsron ar 25 REVISIONS APPR DATE �/9�®;_ i \� - "" 7. ""." COUNTY DESIGNED BY: RDR DRAWN BY: RDR CHECKED BY: C- Jl./A I_r I = 4U BENCH MARK J8 -F2 CHISLED SQUARE AT THE SOUTHEAST TOP OF A CATCH BASIN ON THE NORTHERLY SIDE OF CENTER STREET EAST OF TRANSIT AVE. ELEV.: 955.205 (NAVD88) AS NOTED V: N/A 23 24 NOTE. • STATIONING STARTS 10+00 AT THE INTERSECTION. NORTH ARROW IS INTENTIONAL AND DOES NO COMPLY WITH COUNTY STANDARDS. *NOTE.- RAMP TO BE LOCATED ACROSS FROM LEFT RETURN DUE TO DRIVEWAY CONFLICTS RCFC PERMIT #: EP 35, TRACT NO. 28957 I.P. NO 070057 COUNTY OF RIVERSIDE SCHEDULE $'As' STREET IMPROVEMENT PLAN SAGE TREE CT & FERNWOOD CT W.O. COUNTY HIGHGROVE PROPERTY 8430 FILE NO. OWNERS, LLC SHEET NO. K, OF 9 SHTSI 7 + 3' 8 18' 1 0 27 + O SHEET 2 G �g CESS/r CM Engineering • Surveying • Planning 6879 Airport Drive, Riverside, CA 92504 N0. 93390 Tel:(951) 68 02 Fax:(951) 688-0599 EXP. 6-30-17 * Under the Supe vwsron ar 25 REVISIONS APPR DATE �/9�®;_ i \� - "" 7. ""." COUNTY DESIGNED BY: RDR DRAWN BY: RDR CHECKED BY: C- Jl./A I_r I = 4U BENCH MARK J8 -F2 CHISLED SQUARE AT THE SOUTHEAST TOP OF A CATCH BASIN ON THE NORTHERLY SIDE OF CENTER STREET EAST OF TRANSIT AVE. ELEV.: 955.205 (NAVD88) AS NOTED V: N/A 23 24 NOTE. • STATIONING STARTS 10+00 AT THE INTERSECTION. NORTH ARROW IS INTENTIONAL AND DOES NO COMPLY WITH COUNTY STANDARDS. *NOTE.- RAMP TO BE LOCATED ACROSS FROM LEFT RETURN DUE TO DRIVEWAY CONFLICTS RCFC PERMIT #: EP 35, TRACT NO. 28957 I.P. NO 070057 COUNTY OF RIVERSIDE SCHEDULE $'As' STREET IMPROVEMENT PLAN SAGE TREE CT & FERNWOOD CT W.O. COUNTY HIGHGROVE PROPERTY 8430 FILE NO. OWNERS, LLC SHEET NO. K, OF 9 SHTSI TR 22147 — R/W PER MB 195/75-76 NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ® ENCROACHMENT PERMIT AND/OR A Vi GRADING PERMIT HAS BEEN ISSUED. w I— The private engineer signing these plans is responsible for assuring the 0 v��.,��,'�w,{�r. accuracy and acceptability of the design hereon. In the event of discrepancies Nin v,Wl, bi arising after county approval or during construction, the private engineer shall MARK BY DATE � be responsible for determining an acceptable solution and revising the plans ry "be%myou dig. for approval by the county. ENGINEER REVISIONS APPRI DATE COUNTY SEAL -ENGINEER NO. 53390 EXP. 6-30-17 17114,211110 •� *NOTE: NO WATER METER WAS VISUALLY ENCOUNTERED. IF WATER LATERAL AND/OR METER IS ENCOUNTERED DURING CONSTRUCTION, THEN THIS UTILITY WILL NEED TO BE ABANDONED BY CITY FORCES. C00TAC-17 C.rry of R1V&S1tSi0E WXT&A E4%~#AiN6. AT (4?5l) ft(w -52:' s ENG f NEEJ4S Civil Engineering • Surveying • Planning 6879 Airport Dive, Riverside, CA 92504 Tel:(951) 68 4 ax:(951) 688-0599 supof ,the sbr, s�r�ae DESIGNED BY: RDR I DRAWN BY: RDR 1 CHECKED BY: C— STREET IMPROVEMENT CONSTRUCTION NOTES O1 CONSTRUCT 0.25' AC OVER 0.50' AB PER GEOTECHNICAL ENGINEERS RECOMMENDATION U2 CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200 O CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 ® CONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STANDARD NO. 213 ® CONSTRUCT 5' SIDEWALK (4" MIN THICKNESS) RIVERSIDE COUNTY STANDARD NO. 400 © CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 �7 CONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO 403 SEE DETAIL ON SHEET 7 ® SAWCUT AND JOIN EXISTING PAVEMENT PER DETAIL SHEET 1 O PLACE 0.1' MINIMUM OF ASPHALT OVERLAY 10 INSTALL ADA ACCESS RAMP PER RIV. CO. STD, DWG No. 403 11 CONSTRUCT 0.33' AC OVER 0.67' AB PER GEOTECHNICAL ENGINEERS RECOMMENDATION 12 CONSTRUCT 4" AC DIKE PER RIVERSIDE COUNTY STANDARD NO 212 STREET IMPROVEMENT �g DEMOLISH EXISTING ASPHALT PAVING 21 DEMOLISH EXISTING SIDEWALK 22 GRIND EXISTING ASPHALT PAVING IN PLACE 23 REMOVE EXIST. CONCRETE GUTTER 24 REMOVE EXIST. CMP 25 REMOVE EXISTING BARRICADE LINE TABLE LINE LENGTH BEARING Lt 350.10' N00°01'48"E 1_2 141.88' N00°01'48"E L3 260.29' N00°01'48"E L4 93.76' N00°01'48"E BENCH MARK J8 -F2 CHISLED SQUARE AT THE SOUTHEAST TOP OF A CATCH BASIN ON THE NORTHERLY SIDE OF CENTER STREET EAST OF TRANSIT AVE. ELEV.: 955.205 (NAVD88) SCALE: AS NOTED V: N/A CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 39.16' 25.00' 89°45'31" 24.89' C2 39.27' 25.00' 90°00'00" 25.00' C3 39.27' 1 25.00' 90°00'00" 25.00' RCFC PERMIT #: EP 3544 TRACT NO. 28957 I.P. NO 070057 SHEET NO. COUNTY OF RIVERSIDE 4 SCHEDULE "A" STREET IMPROVEMENT PLAN G'ARFIELD AVE. OF 9 SHT 'OR:W.O. COUNTY lws fle HIGHGROVE PROPERTY 8430 FILE N0. OWNERS, LLC 18+00 CURVE TABLE CURVE LENGTH RADIUS DELTA TAN C1 17.67' 22.50' 45°00'00" 9.32' III 1 AT A-- --996:07 ARV in MAINTAINED BY IRIV GNI TR,4NSPO 2TAT16 DEPT - - - 19+00 20+00 STA 10+61.53 LONE ST =STA 10+30.68 LAT A-2 1003.69 TC CB #3 , V=7.27' Q100=7.05 CFS STA 10+29.51 WQMP BMP EC SEE GRADING PIANS 3t LAT A-2 L� 36 STA 14+80.36 GARFIELD ,AVE =STA 10+39.58 LAT A- 34 1002.03 TIC CB #1 , V=5.16' STA 10+11.84 Q100=0.85 CFS, 31 SEE TOP RIGHT FOR PROFILE - PROP. 8" SWR. CONC. BL (p P 21+00 10+00 11+00 STA 10+61.51 LONE ST =STA 20+06.96 LINE A 1003.78 TC w CB#2,V=7.17' 0100=9.02 CFS SD STA 19+99.94 WTR STA 10+41.55 JI998.23 TOP 18 SD 999.27 BOT 8" WTR /36 35 34 1� a� W LU M fi, W _ A 3t' iX. EP s N 13 EX. 8" WTR 12 4 Z J _ _ U LINE A PER TR o © SD STA 19+74.71 SWR STA EX. R/W PERLr) Q Lx? N Q = 10+33.53 996.01 BOT 18" FAIRMONT PARK 11 g } � " 28957 OFFSITE SD SD 994.37 TOP 8 SWR MB 11/15 SBCo. PLANS (SEPARATE LINE g DIRECTION 1_1 PERMIT} " J Q 19+61 L3 11.84' � � V) APl\J 2555-060-OJ9 N 55.71' � INSTALL J. 37.00' N00°01'54"E 0.25' AC OVER 0.50' j; 11 12 - ) V) CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD N0. 200 - _._..., _ o eJ CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 0 ® A O Q NOTE: U co SPRING ST 11+09.09 18"SSD 1000.22 TOP 18 D w O CONSTRUCT co THICKNESS) RIVERSIDE COUNTY STANDARD NO. 400 cow 1001.22 BOT 8" WTR Of © U GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 J PROJECT NO. 1-0-080 o_ WTR X-ING DETAIL PER Q r RIVERSIDE COUNTY FLOOD w WATER PLANSCONSTRUCT = w CURB RAMP CASE A z CONTROL MAINTAINED c� z ON SHEET 7 w w STA 10+82.78 SPRING ST. SD= U SAWCUT AND JOIN EXISTING PAVEMENT PER z w Q J v) a w C) O U O 0 Q O U p Lr LJ O I- W d Q r d I III 1 AT A-- --996:07 ARV in MAINTAINED BY IRIV GNI TR,4NSPO 2TAT16 DEPT - - - 19+00 20+00 STA 10+61.53 LONE ST =STA 10+30.68 LAT A-2 1003.69 TC CB #3 , V=7.27' Q100=7.05 CFS STA 10+29.51 WQMP BMP EC SEE GRADING PIANS 3t LAT A-2 L� 36 STA 14+80.36 GARFIELD ,AVE =STA 10+39.58 LAT A- 34 1002.03 TIC CB #1 , V=5.16' STA 10+11.84 Q100=0.85 CFS, 31 SEE TOP RIGHT FOR PROFILE - PROP. 8" SWR. CONC. BL (p P 21+00 10+00 11+00 STA 10+61.51 LONE ST =STA 20+06.96 LINE A 1003.78 TC w CB#2,V=7.17' 0100=9.02 CFS SD STA 19+99.94 WTR STA 10+41.55 JI998.23 TOP 18 SD 999.27 BOT 8" WTR /36 35 34 1� a� W LU M fi, W _ A 3t' iX. EP s N 13 EX. 8" WTR 12 4 Z J _ _ U LINE A PER TR o © SD STA 19+74.71 SWR STA EX. R/W PERLr) Q Lx? N Q = 10+33.53 996.01 BOT 18" FAIRMONT PARK 11 g } � " 28957 OFFSITE SD SD 994.37 TOP 8 SWR MB 11/15 SBCo. PLANS (SEPARATE LINE g DIRECTION 1_1 PERMIT} " J o C; �' N w o ;z:S °' o 19+61 L3 11.84' N89°58'06"W � STATA 10+0( APl\J 2555-060-OJ9 Nz 55.71' N45°01'54"E INSTALL J. 37.00' N00°01'54"E 0.25' AC OVER 0.50' j; 11 LINE TABLE LINE LENGTH DIRECTION 1_1 6.55' 1\144°58'06"W 1_2 40.42' N44°58'06"W L3 11.84' N89°58'06"W 1_4 1.18' N45°01'54"E L5 55.71' N45°01'54"E 16 37.00' N00°01'54"E 0 W s CL a STA13+50.10 STA10+C Z GARFIELD AVE. ,0 • 4• 80 120 SCALE 1 ,0 aeNOTE: 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 wIUW 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 an acceptable solution and revising the pians REVISIONS all bef myoudig. for approval by the county. ENGINEER 5 vele �DfPT 10+00 11+00 STREET IMPROVEMENT STORM DRAIN NOTES 30 INSTALL 24" R.C.P. CLASS IV D-1250 31 INSTALL 18" R.C.P. CLASS IV D-1250 32 CONSTRUCT JUNCTION STRUCTURE No.2 PER R.C.F.C. & W.C.D. STD. DWG. No. JS227 33 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STANDARD 300 34 INSTALL KRISTAR FLO-GUARD PLUS FILTER INSERTS PER MANUFACTURERS SPECIFICATIONS 35 INSTALL 18" R.C.P. CLASS IV D-1500 10+00 STA 11+22.01 SPRING ST MATCHLINE SEE LEFT =STA 10+55.71 LINE B 1004.46 TC CB #4 , V=5.70' 0100=2.11 CFS 33i i r / HORIZ:1 "=40' VERT:1 "=4' SCALE 11+00 TA 10+26.42 STA 10+67.5 SD STA 10+09.40 STRSTA 10+72.51 334 CB 5 STA 10+00.00 31 LAT A 10+00 LONE ST STA 10+43.42 STA 10+58.51 ).55 BOT 18 SD ).09 TOP 8" WTR SO STA 10+49.92 STR STA 10+72.51 � I s FMI 11+00 __ ��✓ _... STREET IMPROVEMENT L = W CONSTRUCTION NOTES EX. R W PER TR 22147_ EX. EP MB 1101 75 LINE B EX. 8" WTR O1 CONSTRUCT 0.25' AC OVER 0.50' AB PER GEOTECHNICAL ENGINEERS RECOMMENDATION 11 12 - ) 02 CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD N0. 200 - _._..., _ O3 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO. 209 SD STA 10+37.36 ® CONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STANDARD NO. 213 NOTE: SPRING ST 11+09.09 18"SSD 1000.22 TOP 18 D O CONSTRUCT 5' SIDEWALK (4" MIN THICKNESS) RIVERSIDE COUNTY STANDARD NO. 400 EXISTING 51" STORM DRAIN DWG. NO. 1-495 1001.22 BOT 8" WTR © CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY STANDARD NO. 311 PROJECT NO. 1-0-080 WTR X-ING DETAIL PER RIVERSIDE COUNTY FLOOD WATER PLANSCONSTRUCT CURB RAMP CASE A PER RIVERSIDE COUNTY STANDARD NO 403 CONTROL MAINTAINED SEE DETAIL ON SHEET 7 STA 10+82.78 SPRING ST. SD= ® SAWCUT AND JOIN EXISTING PAVEMENT PER STA 10+00.00 LINE DETAIL SHEET 1 INSTALL J.S. #2 32 O9 PLACE 0.1' MINIMUM OF ASPHALT OVERLAY 10 INSTALL ADA ACCESS RAMP PER RIV. CO. STD. DWG No. 403 N SPRING STREET 11 CONSTRUCT 0.33' AG OVER 0.67' AB PER GEOTECHNICAL ENGINEERS RECOMMENDATION 12 CONSTRUCT 4" AC DIKE PER RIVERSIDE COUNTY STANDARD NO 212 RCFC PERMIT #: EP 3544 SEAL -ENGINEER SHEET N0. kamn BENCH MARK TRACT NO. 28957 I.P. NO 070057 QRpFESS/ J8 -F2 COUNTY OF RIVERSIDE 6 e,5� �•a HN G / N E H RS CHISLED SQUARE AT THE SOUTHEAST TOP OF SCHEDULE .,A„ Civil Engineering • Surveying • PlanningA CATCH BASIN ON THE NORTHERLY SIDE OF 6879 Airport Drve, Riverside, CA 925CENTER STREET EAST OF TRANSIT AVE. STREET IMPROVEMENT PLAN N0. 53390 TeL•(951) 688 4 Fax:(951) 688-0599 6-3o-17 * under the STORM DRAIN OF 9 SHTS Apert e,. Sl/ ELEV.: 955.205 (NAVD88) C►YId Q Chmixso each, RC.E 53390 . 0600. 17 Dote: APPR DATE �TY Ar `� \ DESIGNED BY: RDR DRAWN BY: RDR CHECKED BY: C- SCALE AS NOTED �. N/A FOR: HIGHGROVE PROPERTY W.O. 8430 FILE NO. COUNTY OWNERS. LLC U:\PROJECTS\FOREMOST COMMUNITIES\8430\ENGINEERING\STREETS\8430 ST06.DWG z O 101 w J W 100 99 z O 1011 w J W 1001 991 z O F_ 101 J W 100 99 SPRING ST 10+50.00 SPRING ST 11+75.00 SPRING ST 13+00.00 SPRING ST 14+25,00 SPRING ST 15+50.00 SPRING ST 16+75.00 L�.�r%�7.�J17<•�.�I z O 1020 1010 w r %_.•, L%1�1i1�J�%�•7��ITi�i�il z O 1020 ; 1021 W z O 1020 j 1020 J W f [ i 77 ( s o g eI D� W ;N f f 1 { f ® 03 —[ C=) ON _ { c6 � T 1` I ' t LL J p "C 1 _ �1 L€ I --_-- — — s i 0 J I +^^f 7 L f � c 0 __ (_- - ------ - 10 20 30 L�.�r%�7.�J17<•�.�I z O 1020 1010 w r %_.•, L%1�1i1�J�%�•7��ITi�i�il z O 1020 ; 1021 W z O 1020 j 1020 J W f [ i z O P 1010 w 1010 z O F— 1020 1010 w z O 1020 § 102 Li J W i ( s o g D� W ;N f CD r... 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In the event of discrepancies �j ��/■ arising after county approval or during construction, the private engineer shall MARK BY DATE be responsible for determining an acceptable solution and revising the plans bdmyou dig. for approval by the county. ENGINEER z O 1020 1010 w CL OFFSET (-=LT, +=RT) REVISIONS z O 1020 > 1021 J W z O 1020 > 1021 J W S d ( s o g :_L --• —v. r——. r... ON C� } : CD LL "C 1 _ .F_ L€ I --_-- — — s i L 7 20 30 CL OFFSET (-=LT; +=RT) z O 1010 w 101( i b 1 CL OFFSET (—= LT; += RT) 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 W wha t bele accuracy and acceptability of the design hereon. In the event of discrepancies �j ��/■ arising after county approval or during construction, the private engineer shall MARK BY DATE be responsible for determining an acceptable solution and revising the plans bdmyou dig. for approval by the county. ENGINEER z O 1020 1010 w CL OFFSET (-=LT, +=RT) REVISIONS z O 1020 > 1021 J W z O 1020 > 1021 J W z O 1020 > 1030 J W { S d I o g { 4 S35 p cFil � ap F I ON CD 1 _ .F_ I — s L 7 f � c 0 -40 -30 - 0 - 0 1 z O 1020 > 1030 J W { I [ { 4 S35 p cFil � ap F I ON CD f — s f � c 1030 CL OFFSET CL OFFSET CL OFFSET (—=LT; +=RT) (—=LT; +=RT) (—=LT; +=RT) HORIZ:1 "=20' VERT: 1"=10' SEE TYPICAL STREET CROSS y SECTION SHEET 1 FOR DETAIL GUTTER LIP: HORIZ: 2' FROM TC VERT: TC -0.38" 2> RCFC PERMIT #: EP 3544 SEAL -ENGINEER BENCH MARK TRACT NO. 28957 I.P. NO 070057 SHEET NO. QR1FESSlq J8 -F2 COUNTY OF RIVERSIDE g `c �cp. J.4 EIV IG I N H e RS CHISLED SQUARE AT THE SOUTHEAST TOP OF SCHEDULE "A" ae� Civil Engineering • Surveying • Planning A CATCH BASIN ON THE NORTHERLY SIDE OF STREET IMPROVEMENT PLAN ca LA^ 6879 Airport Drive, verside, CA 92504 CENTER STREET EAST OF TRANSIT AVE. N0. 53380 Tel:(951) 688 4 a :(951) 688-0599 it EXP. 6-30-17 it Under the 0. �+l2a.YS ELEV.: 955.205 (NAVD88) OF SHTS APPR DATE QlY4l �@ cno sso ce ssJsa . ocw,n FOR: W.O. COUNTY CAU DESIGNED BY: RDR DRAWN BY: RDR CHECKED BY: C- SCALE: AS NOTED �/. N/A HIGHGROVE PROPERTY 8430 FILE N0. COUNTY OWNERS. LLC U:\PROJECTS\FOREMOST COMMUNITIES\8430\ENGINEERING\STREETS\X—SECTiON:DWG