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909z-sppGENERAL NOTES STREET 1. /T SHALL BE THE RESPONSIB/L/TY OF TH-,O-V-0 PER/OWNER OR CONTRACTOR TO APPLY TO THE R1I/€RS10E COUNTY TRANSPORTAT/ON DEPARTMENT PERM/T SECTION, FOR AN ENCROACHMENT PERM/T FOR ALL WORK PERFORMED W1THIN THE PUBLIC R/GHT-OF-WAY DED/GATED AND ACCEPTED FOR PUBLIC USE,' AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIF€ OF CONSTRUCTION ACT/V/TIES FOR TH/S PRO✓ECT. AD0/710NAL STU01€S AND/OR P€RM1TS MAY B€ R€0U/RED. 2 THE CONTRACTOR SHALL BE R€SPONS/BLE FOR THE CLEARING OF PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UT1L1T1ES. PERM/TTE€ MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 49 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE.' 909/275-6885 3. THE DEVELOPER SHALL INSTALL STREET NAA/€ S/GNS CONFORMING TO COUNTY STANDARD NO. 916. 4. ALL WORK SHALL CONFORM TO THE REQU/REMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPEC/F1CA77ONS LATEST EO/T10N, COUN7Y ORDINANCE NO 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSI6/L17Y OF THE REVEL OPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE V0N&McNT5 A5 REQUIRED 8Y RIVERSIDE COUNTY ORDINANCE NO. 461. 6. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE /N PLACE PRIOR TO PAVING THF- STREET SECTION INCLUDING; BUT NOT L/M/7€D TO THE FOLLOWING.• SEWER, WATER, ELECTRIC, GAS AND STORM DRAINS. 7. CURB oEPR€S5IONS AND OR/VEWAY APPROACHES W/LL BE INSTALLED ANO CON57RUC7EO ACCORDING TO COUNTY STANDARD NO. 207, AS D/REC7E0 IN THE FIELO. 8. ALL 57R€ET 5EC77ON5 ARE TENTATIVE. ADD/T/ONAL SO/L TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE EXACT STREET SECTION R€QUIR€MEN75 USE STANDARD NO. 401 /F EXPANS/V€ SO/LS ARE ENCOUNTERED. 9. "15RHAL 17C EMULSION'" (FOG SEAL) 5HAZL BE APDL /ED NOT LESS THAN FOURTEEN DAYS FOLL OWING PLACEMENT OF THE ASPHAL T SURFACING AND SHALL B€ APPLIED AT A RATE OF 0.05 GALL ON PER SQUARE YARD. ASPHAL 77C EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD 5Pf -CIFICATIONS. 10. PRIME COAT REQU/RED PRIOR TO PAVING ALL GRADE /N EXCESS OF TEN PERCENT. 11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. COPANIOPS/S ANACARDIODES/CARRO7*00,0,' PYRUS KAWAArAYI VERORE€N PEAR, 7CU5 RE7USA NIRDA//NO/AN LAUREL. 12. STREET 216111-5 SHALL BE INSTALLED /N ACCORDANCE W17H THE APPROVED STREET LIGHTING PLAN. 1.3. AS DETERMINED BY THE 7JPANSPORTA71ON 01REC70R, THE REVEL OPER /S RESPONSIBLE A5 A MINIMUM FOR ROAD 40PROVEMENTS TO CEN7ERLINE AND MAY BE REOUIREO TO RECONSTRUCT EX1571NO PAVEMENT, INCL UD/NG 945€, AND MATCHING OVERLAY Rf -OUIRE29 TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED W171 -11N PARKWAYS ON L OCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL 0771f R- 7YPES OF LANDSCAPING IN 771,5E AREAS, AND ALL LANDSCAPING ON ALL OTHER 57Rff7511All R€ -00R€ S€PARA 7E LANDSCAPE PLANS. ALL LANDSCAPING €NCROACHMEN73' SHALL CONFORM TO R11/€RS/DE COUNTY 5MNOARD5 RELATING TO 7NE ADMINISTRATION OF LA/V ,05CAPE ENCROACHMENTS.• OATE0, JANUARY 1990. t5. /T SHALL BE 771E RE5PON5/B/L/7Y OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CON51-RUC710/6! REGULATORY, GUIDE AND WARNING S/GNS WITHIN 7Hf - PROJECT LIM✓13' AND ITS SURROUNDINGS AND TO PROVIDE 54F€ PASSAGE FOR TRAVELING RUgZIC AND WORKERS UNT/L THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUN7Y 16. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONL Y. BY S/GN/NG THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY RIVERSIDE COUNTY I-RAN5PORTA71ON DEPARTMENT. 17. AFTER OCTOBER 1, 1992, 00N517?UC710N PRO✓ECTS THAT DISTURB MORE 1HAN FIV€ ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIM/NATION SYSTEM (NPDES) PERMIT. OWNERS/REVEL OPERS ARE REQUIRED TO FILE A IVOTIC£ OF INTENT (NO/) W17H THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AA/D PREPARE A STORM WATER POLL UT/ON pRf YEN770N PL4N (SWPPP)A.ND MON/TOR/NG PLAN FOR THE S/TE. BENCHMARK: 0.6 MILES SOUTHERLY ALONG TEMESCAL CANYON R04D FROM WEIRICK ROAD; 100' +/- E'LY OF THE INTERSECTION OF TEMESCAL CANYON ROAD AND LEROY STREET, • 2' +/- W'LY OF P.P. 110175, 4.5' +/- E -LY OF THE CENTERLINE OF A DRAINAGE DITCH; 7 +/- N'LY OF THE N'LY EDGE OF A CONCRETE CULVERT, • 7' +/- N LY OF THE ETW OF LEROY STREET; 17' +/- WILY OF A 5' HIGH CHAIN LINK FENCE CORNER, 73' +/- SE'LY OF P.P. 120601; 171' E'LY OF B.M. S316, A BRASS DISK STAMPED S316 1935 RESET 1965. ELEVATION: 907.5180 NOTE: R/W WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN 10' ENCROACHMENT PERMIT HAS BEEN ISSUED. 2% 2• Underground Service Alert DAFFODIL DF Call: TOLL FREE CARNAT 1 _800 C( 227-2600 TWO WORKING DAYS BEFORE YOU DIG 7HE P9'PI'VAIF ENGYWEER 516WIA46 7HESE PLANS /S RESPOYVS/BLE FCW ASS&"W THE ACCURACY AND ACCEPAbW 17Y OF THE DES/GN H£/r ON. ,AV 7191 EVENT OF DYSCREPANC/ES ARISING AFTER COUNTY APPROJ/AL OR DMWAIG 6'01VS7RVC776W, THE RAW07E ENGINEER Shl4LL BE RESPONSIBLE DATE BY MARK foR DE7FAWhV/NG AN ACCEPTA&E SOCUTlOW ANO RE74SYNG INE f"1A/1/S F6W AP1ORO11AL BY THE COVJNIY. DESIGNED BY: IMPROVEMENT PLANS 27944 ACT NO. Vy / 4 ti I I I ` \ I CO/VSTiQI�CT/ON OTES Q1..4/VT/T/�S TRACT CONSTRUCT AC OBER.......................................... 2478 TON NO, 27943 ,113 ( CLASS 2 % P6, < T )`-e *&CT10A1................ 2550 CY 0--- CONSTRUCT TYPE ':4-6 " CURB & GUTTER PER 1,?1l1ff510E COUNTY STD. No. 200 5410 LF SEC. 33 , T4S. , R. 6W CONSTRUCT CONC. SIDEWALK PER R/VERS/DE COUNTY STD No. 400 & 401 ............................. 36, 500 SF 0�� O 150 ..300 m 6w!!!%m ScG/e / " _ 150 ft INDEX MAR 600COUNTY STD. No. 300 ( dfi 28 / ......................... CONSTRC/CT/O/V /�OT�S � C�11�1/VT�T>�S (CONTE (g� CONSTRUCT CONCRETE COLLAR PER RCFC&WCD �- IN'STAL.L gr�6T L/6#r-5 f'�� ��F,t`/F/ L /4/0T� STD. No. M 803........................................................... 2 EA IVO. /9 m/s Sf/E�T. ... . .. . .. . ........... ... 1,7 64• REMOVE EXISTING CURB/GUTTER/S/DEWAL K................ 104 L F PL�GaG (TEL/1VEAT�'� �+r+2 �TfFTE STl� IVa 473-c, iY SAWCUT EX. AC P411 VT AND JOIN 0 CROSS GU7TER 104 LF CONSTRUCT TYPE ';1-8" CURB & GU7TER PER RIVERSIDE COUNTY STD. No. 201 .............................. 1476 LF (�)-- CONSTRUCT MANHOLE No. 1 PER RCFC&WCD nZj rr�rl r r Jul J, %' � � -4/ 4/ '00sTo No. MH 251 ........................................................ 1 EA n i �✓ i` I PLACE STREET TREES PER GENERAL NOTE No. 111 PER LOT LT \ � 1�� •"� �• � u 0) � TH/S SHEET ....................... N �� �' �) CONSTRUCT MATCH UP PAVEMENT PER TRACT NO. 22335 I I N 89'55'39 " W 457.59 " �� 76¢ 2j \ �ti vim, oo ? t� 0.26 ' OVER 0.96 ' AB (CLASS 2) ................................. 590 SF IN r" A1i `\.� v CONSTRUCT STREET NAME S/GN PER RIVERS/DE �1i'1 J J 82 81 80 79 78 77 76 75 � f o11 � � ' COUNTY STD. NO 816 ......... ......................................... BEA n n D F F D L D I E 74 '�� o 1 CONSTRUCT 6" ASPHAT L CONCRETE DIKE PER COUNIY STD. NO. 212 .......................... 1382 LF 73 pINSTALL '45PHAL T/C EMULS/ON (FOG SEAL PT O) 3 TON. <92, 00'> o d C:> Z o, ^ a N rn �- CONSTRUCT AC INTERCEPTOR DITCH ON GRADE S E E S I>A E E T 2 - -� 72 �' � 46 �� N o ^ Z E-+ PER DETAIL ON SHEET 9 OF 8 ......... ... 29 LF _02'08'17"] N �� 11 Z 00 a V A x LE Z� � gR_270.00] m o GEND d 71 I T= 5.04"1 °� V V �' BCR BEGIN CURB RETURN AC ASPHALTIC CONCRETE 0 1 Z E O ECR END CURB RETURN -�E �F EX. CHAIN LINK FENCE �i 1 16 19 70 N84'49' 12 "'w 03.7 0 ", E ( ] r ' +0F FIRE HYDRANT I I 'It~ 82 1 0 Z 47 =8 1 SFS � � W LT. LEFT � I , [ 1 s.87,157 00==8 E E W RT. R/GHT CONCRETE l I EX. ST. Z10117- Q) /GHT �) I I 15 20 69 H '[ , 5 CL CENTERLINE �l I Y '�? 2 I'1r 56 48 EL Y, 1KL EASIERL Y, bYESTERL Y S/w EX. S/DEI"'ALK W ' 14 21 i!1 I 59 Z, W.M. EX. iYATER ME7FR I 68 84 SL Y, NL Y SOUTHERL Y, N0R7NE19L Y CC W I W I ►,� �� 55 Q10= 21.4 F W. V. EX. wAI�R JAL tE I 0.'I ' 49 rc TOP OF CURB MH 13 22 I 67 B0 �' Q 10=-21.4CF Q 100=30.4 FS FL FLOW LINE 0 EX. MAN HOLE URJ2� ►--� ' d - I PRC 001N /7- OF REIi£RSE C o 3 I 54 EP EDGE OF PAkfMENT I o I 61 N+-� \ /0/%vPO/NT OF REf�£RSE I�£RT. CURIiE 0 12 23 �' 66 50 P. C. C. PORTLAND CEMENT CONCRETE F5 7N/51 Y SURFACE y 5; j �' 44N \ C. B. CATCH B45IN PROP 94RRIC40E t 1 w W 11 24 I 65 62 C `j J- o PROP. STREET L/GHT PROP. ST. NAME SIGN 4 3 1 STREET TREE 4 I^ PROP. O D I`D 10 25 W EXISTING R/W PER TRACT NO. 22335 1 -R/W � I A I O N D 1 y E - 42 0� Z� VARIES so' To 70' 30'TO 40' 30' ►� I 9 26 - C A R _ t� 3. 12 20' 6' 4' 5 E 4 MAX 2� j0 xo 2;1 E T �, 1.7% S E H 41 CQ 1.7% I- - 8 27 36 37 38 39 1 6 7 28 29 30 31 32 3s 3 35 4 JAMESON STREET N.T.S. COUNTY OF RIVERSIDE STD. 110, CASE "Y" (N 89'2537" W 1288.39) STA. 91+50.90 TO STA. 99+48.61 TI = 5.5 PRELIM. R VALUE = 25 -P.lVJ, lJ 20J AI L-3, J2 -!)A-913-6-4,12 0.25' AC OVER 0.67' AB (CLASS 2) v EXISTING 10' DEDICATON TO THE COUNTY OF RIVERSIDE, RECORDED 11-17-89, INST. NO. 404414. o EXISTING IMPROVEMENTS EXISTING OFFER OF DEDICATION PER TRACT N0. 22335 a �SAWCUT & JOIN FOR NEW CROSS GUTTER/INTERSECTION W R 10' 10' 30' R/W R/W R/W R / R/W W 50' 60. J 88 60' 20' P+ �.� 6' 6 32' 64' 32' 6' 6' 1 �` �� 10' 20' - 40 20' 6' 4 1 �+ 9 1, 5 13. 12 20 20' 40' 20' 6' 4' �` y +-I xo�o 1 • MAX 23� 1.7% 2 2X % 1.7-_ 2 2?' k0 1.7-� 29 �' 1.7,$ 1.79G 1.778 loom � � . 1.1.. _ - PSI. -1 �i �� I I ?�� ?�� Pr - 1 1 EXISTING IMPROVEMENTS 1 3 > DAISY DR., TULIP CT., DAHLIA DR. & KNABE ROAD GARDENIA DR. & CARNATION DR. N.T.S. JAMESON STREET N DR. STA 10+00.00 TO STA 14+60.00 COUNTY OF RIVERSIDE STD. 102 STA 14+60.00 TO STA 16+42.65 N.T.S. N.T.S. N.T.S. COUNTY OF RIVERSIDE STD. 110, CASE "Y" ITY OF RIVERSIDE STD. 104, SECTION "A" STA. 81+64.78 TO STA. 82+83.69 COUNTY OF RIVERSIDE STD. 104, SECTION "A" STA. 81+64.00 TO STA. 89+32.12 TI = 5.5 PRELIM. R VALUE = 25 TI = 7.5 PRELIM. R VALUE = TI = 5.5 PRELIM. R VALUE = 25 TI = 5.5 PRELIM. R VALUE =25 1.25' AC OVER 0.67' AB (CLASS 2) 0.26' AC OVER 0.84' AB (CLASS 2) 0.36' AC OVER 1.04 AB (CLASS 2) 0.25' AC OVER 0.67' AB (CLASS 2) DATE: G TRACT NO. 2'7943 SHEET No. RECOMMENDED FOR SEAL COUNTY SEAL APPROVED BY: APPROVAL Esus/ - COUNTY OF RIVERSIDE 1 u A. OT �' w y i TRANSPORT I N DEPT., RIVERSIDE COUNTY, CA. SCHEDULE A R.C.E. No. 33950 EXP. DATE: 6/30198 E N G / N E E R S STREET IMPROVEMENT PLAN of 8 SHEETS oil. ;3 50 CIVIL ENGINEERING SURVEYING PLANNIN * * EXP. 12-31-!! * PREPARED UNDE THE DIRECTION OF: 6820( AIRPORT DRIVE, RIVERSIDE, CA 92504 TITLE SHEET FILE No. DATE: 9�� * EXF �-aQ-I * ATE: ��. 9� TEL: 909 688-0241 FAX: (909) 688-0599 CHECKED BY:,j4- 01Y1�' � C!Y't� �� 5084 REVISIONS APPR. DATE `1 O LIAM SNELL, R.C.E. 47867 EXP. 12/31/9"J SCALE: AS NOTED BENCHMARK: SEE ABOVE LEFT FOR: K. HO DRAWN BY: C -/GB CHECKED BY: JWS DATE: DATE: JAN 1997Oft Quo 7 1Y. CONSTRUCT 10' CROSS GUTTER PER RIVERSIDE COUNTY STD. No. 209 & 209A ............................... 3120 SF �- CONSTRUCT HANDICAP ACCESS RAMP PER INTERS/DE COUNTY STD. No. 403 ................................................. 8 EA CONSTRUCT 9R/VE APPROACH PER RIVERS/DE COUNTY STD. No. 207 .................................................. 83 EA CONSTRUCT BARRICADE PER R/VERS/DE COUNIY STD. No. 810.............................................................. 72 LF REMOVE EXISTING CHAIN LINK FENCE .................... 571 LF INSTALL CHAIN LINK FENCE ........................... 571 LF - CONSTRUCT 30 " RCP (D -L OAD PER PROFILE) ........ 291 LF CONSTRUCT MANHOLE No. 4 PER RCFC&WCD STD. No. MH 254 ........................................................ 1 EA o-- CONSTRUCT CATCH BASIN PER R/VERS/DE ' 2 EA 600COUNTY STD. No. 300 ( dfi 28 / ......................... CONSTRC/CT/O/V /�OT�S � C�11�1/VT�T>�S (CONTE (g� CONSTRUCT CONCRETE COLLAR PER RCFC&WCD �- IN'STAL.L gr�6T L/6#r-5 f'�� ��F,t`/F/ L /4/0T� STD. No. M 803........................................................... 2 EA IVO. /9 m/s Sf/E�T. ... . .. . .. . ........... ... 1,7 64• REMOVE EXISTING CURB/GUTTER/S/DEWAL K................ 104 L F PL�GaG (TEL/1VEAT�'� �+r+2 �TfFTE STl� IVa 473-c, iY SAWCUT EX. AC P411 VT AND JOIN 0 CROSS GU7TER 104 LF CONSTRUCT TYPE ';1-8" CURB & GU7TER PER RIVERSIDE COUNTY STD. No. 201 .............................. 1476 LF (�)-- CONSTRUCT MANHOLE No. 1 PER RCFC&WCD nZj rr�rl r r Jul J, %' � � -4/ 4/ '00sTo No. MH 251 ........................................................ 1 EA n i �✓ i` I PLACE STREET TREES PER GENERAL NOTE No. 111 PER LOT LT \ � 1�� •"� �• � u 0) � TH/S SHEET ....................... N �� �' �) CONSTRUCT MATCH UP PAVEMENT PER TRACT NO. 22335 I I N 89'55'39 " W 457.59 " �� 76¢ 2j \ �ti vim, oo ? t� 0.26 ' OVER 0.96 ' AB (CLASS 2) ................................. 590 SF IN r" A1i `\.� v CONSTRUCT STREET NAME S/GN PER RIVERS/DE �1i'1 J J 82 81 80 79 78 77 76 75 � f o11 � � ' COUNTY STD. NO 816 ......... ......................................... BEA n n D F F D L D I E 74 '�� o 1 CONSTRUCT 6" ASPHAT L CONCRETE DIKE PER COUNIY STD. NO. 212 .......................... 1382 LF 73 pINSTALL '45PHAL T/C EMULS/ON (FOG SEAL PT O) 3 TON. <92, 00'> o d C:> Z o, ^ a N rn �- CONSTRUCT AC INTERCEPTOR DITCH ON GRADE S E E S I>A E E T 2 - -� 72 �' � 46 �� N o ^ Z E-+ PER DETAIL ON SHEET 9 OF 8 ......... ... 29 LF _02'08'17"] N �� 11 Z 00 a V A x LE Z� � gR_270.00] m o GEND d 71 I T= 5.04"1 °� V V �' BCR BEGIN CURB RETURN AC ASPHALTIC CONCRETE 0 1 Z E O ECR END CURB RETURN -�E �F EX. CHAIN LINK FENCE �i 1 16 19 70 N84'49' 12 "'w 03.7 0 ", E ( ] r ' +0F FIRE HYDRANT I I 'It~ 82 1 0 Z 47 =8 1 SFS � � W LT. LEFT � I , [ 1 s.87,157 00==8 E E W RT. R/GHT CONCRETE l I EX. ST. Z10117- Q) /GHT �) I I 15 20 69 H '[ , 5 CL CENTERLINE �l I Y '�? 2 I'1r 56 48 EL Y, 1KL EASIERL Y, bYESTERL Y S/w EX. S/DEI"'ALK W ' 14 21 i!1 I 59 Z, W.M. EX. iYATER ME7FR I 68 84 SL Y, NL Y SOUTHERL Y, N0R7NE19L Y CC W I W I ►,� �� 55 Q10= 21.4 F W. V. EX. wAI�R JAL tE I 0.'I ' 49 rc TOP OF CURB MH 13 22 I 67 B0 �' Q 10=-21.4CF Q 100=30.4 FS FL FLOW LINE 0 EX. MAN HOLE URJ2� ►--� ' d - I PRC 001N /7- OF REIi£RSE C o 3 I 54 EP EDGE OF PAkfMENT I o I 61 N+-� \ /0/%vPO/NT OF REf�£RSE I�£RT. CURIiE 0 12 23 �' 66 50 P. C. C. PORTLAND CEMENT CONCRETE F5 7N/51 Y SURFACE y 5; j �' 44N \ C. B. CATCH B45IN PROP 94RRIC40E t 1 w W 11 24 I 65 62 C `j J- o PROP. STREET L/GHT PROP. ST. NAME SIGN 4 3 1 STREET TREE 4 I^ PROP. O D I`D 10 25 W EXISTING R/W PER TRACT NO. 22335 1 -R/W � I A I O N D 1 y E - 42 0� Z� VARIES so' To 70' 30'TO 40' 30' ►� I 9 26 - C A R _ t� 3. 12 20' 6' 4' 5 E 4 MAX 2� j0 xo 2;1 E T �, 1.7% S E H 41 CQ 1.7% I- - 8 27 36 37 38 39 1 6 7 28 29 30 31 32 3s 3 35 4 JAMESON STREET N.T.S. COUNTY OF RIVERSIDE STD. 110, CASE "Y" (N 89'2537" W 1288.39) STA. 91+50.90 TO STA. 99+48.61 TI = 5.5 PRELIM. R VALUE = 25 -P.lVJ, lJ 20J AI L-3, J2 -!)A-913-6-4,12 0.25' AC OVER 0.67' AB (CLASS 2) v EXISTING 10' DEDICATON TO THE COUNTY OF RIVERSIDE, RECORDED 11-17-89, INST. NO. 404414. o EXISTING IMPROVEMENTS EXISTING OFFER OF DEDICATION PER TRACT N0. 22335 a �SAWCUT & JOIN FOR NEW CROSS GUTTER/INTERSECTION W R 10' 10' 30' R/W R/W R/W R / R/W W 50' 60. J 88 60' 20' P+ �.� 6' 6 32' 64' 32' 6' 6' 1 �` �� 10' 20' - 40 20' 6' 4 1 �+ 9 1, 5 13. 12 20 20' 40' 20' 6' 4' �` y +-I xo�o 1 • MAX 23� 1.7% 2 2X % 1.7-_ 2 2?' k0 1.7-� 29 �' 1.7,$ 1.79G 1.778 loom � � . 1.1.. _ - PSI. -1 �i �� I I ?�� ?�� Pr - 1 1 EXISTING IMPROVEMENTS 1 3 > DAISY DR., TULIP CT., DAHLIA DR. & KNABE ROAD GARDENIA DR. & CARNATION DR. N.T.S. JAMESON STREET N DR. STA 10+00.00 TO STA 14+60.00 COUNTY OF RIVERSIDE STD. 102 STA 14+60.00 TO STA 16+42.65 N.T.S. N.T.S. N.T.S. COUNTY OF RIVERSIDE STD. 110, CASE "Y" ITY OF RIVERSIDE STD. 104, SECTION "A" STA. 81+64.78 TO STA. 82+83.69 COUNTY OF RIVERSIDE STD. 104, SECTION "A" STA. 81+64.00 TO STA. 89+32.12 TI = 5.5 PRELIM. R VALUE = 25 TI = 7.5 PRELIM. R VALUE = TI = 5.5 PRELIM. R VALUE = 25 TI = 5.5 PRELIM. R VALUE =25 1.25' AC OVER 0.67' AB (CLASS 2) 0.26' AC OVER 0.84' AB (CLASS 2) 0.36' AC OVER 1.04 AB (CLASS 2) 0.25' AC OVER 0.67' AB (CLASS 2) DATE: G TRACT NO. 2'7943 SHEET No. RECOMMENDED FOR SEAL COUNTY SEAL APPROVED BY: APPROVAL Esus/ - COUNTY OF RIVERSIDE 1 u A. OT �' w y i TRANSPORT I N DEPT., RIVERSIDE COUNTY, CA. SCHEDULE A R.C.E. No. 33950 EXP. DATE: 6/30198 E N G / N E E R S STREET IMPROVEMENT PLAN of 8 SHEETS oil. ;3 50 CIVIL ENGINEERING SURVEYING PLANNIN * * EXP. 12-31-!! * PREPARED UNDE THE DIRECTION OF: 6820( AIRPORT DRIVE, RIVERSIDE, CA 92504 TITLE SHEET FILE No. DATE: 9�� * EXF �-aQ-I * ATE: ��. 9� TEL: 909 688-0241 FAX: (909) 688-0599 CHECKED BY:,j4- 01Y1�' � C!Y't� �� 5084 REVISIONS APPR. DATE `1 O LIAM SNELL, R.C.E. 47867 EXP. 12/31/9"J SCALE: AS NOTED BENCHMARK: SEE ABOVE LEFT FOR: K. HO DRAWN BY: C -/GB CHECKED BY: JWS DATE: DATE: JAN 1997Oft Quo 7 1Y. JAMESON ROAD NUMBER I D= T= ' R= ' L= ' C1 90100'00" 25.00 25.00 39.27 C2 10' 14' 14 " 9.85 110.00 19.65 C3 101 *53'29 " 73.95 60.00 106.70 TAN -3.82 ac 81 '25'02 " 30.11 35.00 49.73 C5 90100'00" 12.5.00 125.00 39.27 C6 1'25'02 " 147-32 155.00 78.15 39.27 C7 04'09 ' 1 1 " 29.01 800.00 57.99 C8 03'02'13" 7.95 300.00 -fRB RET 0 - 6 cyiv J 13+57.63 rR. eNDy 6 6 �. P1=195.78 O fO 1 ' 'o o N la r1 co N Id .6 1 � 3. 47' n STA. 12+16.00 DAFFODIL DR. 53.00' 53.00' o S3 . 00 32.44' 7.49 s co TAN= -7.60% 1i o C2 triSTA. 10 d 0 , . !`--� #ti 12 [LOO -- - 14+68.56 TULIP CT. TC 69 m I 7 _ CB 05 1 S TA. A. 00.0 D D AHL/A D R, STA 1 3 0 0 O CAR NAT/ ON h• � � i � i ^ 83 82 8 W<Ja 0 79 78 77 76 75 - 69.05 FL 00 1`1 046 6. R,6 rc Q � V ECR TYR 0 t o it 0 5 � 3 3 .47 ti1 0 37 14.67' 29'9`3 STA. 14+88.69 DAFFODIL DR. ou to wwUj - 0 STA. 10+00.00 DAF 47.03 L R �'' 41.0 ' 50.00' O 0 50.00 8.25 50.00 - -�< 50.00' 50.00' c0 50.00' 17.87 Qoo- 3�sy, STA14+98.78 DAISY DR. O6 (653 52 88+00.38 JAMESON H64c2 . 54 - � J Li L - r, �cD z ew - ao ao - mjm w + N O 0 - ® _ a Q i7 106.7 ON CUR - - !n Ul arF•. Fan :. : i i 5 r t112 Q (1 W. :. 5 N 1, , m (O + + C600 p Citi- tt#- elJR1�- - - - + 6 00 _ �� - + Will k- 14 o+ N Q t~i>w 0o Q a 1 65' -41.04'-- 35, i n Cry Pi -*206.45 J m w P1= 166.84 CARNATION DR. 111. *� >. ,; 1-.- N Q SEE SHEET 4 D A H L I A D R I V - 39.27' CURB RET. 59.44 ON CURB 0.96% 40 0 40 80 126.00 . � ? ONE - 85.50' u} Scale 1" = 40' (0 (D to . + 4 K) �,� {p N N N BG"+4 H ECR Q jz � BCR^ - m V) w wd w - OD 00 _ O m O 0 -.. _ - - Lj J .. - TAN=7.60% + no- V( - (-JPI= _j pl= 166.87 w IG 90 cn w I -Q..90 aw : W -W J J LcF_. LaJ..LtiW.. + :-.. N. 12 13 - + z + W CONSTRUCT NAMOICAP ACCESS RAMP PER R/1/EF'S/DE _ -0.90 Uc~n 0 \- b. Ln pt 195:75: O N m k. N •� O �9 • Q +p_ _ - 1; r y 0 0 0 DAISY DR. GB, ..` TULIP CT. SEE SHEET cvn)�� + + 00 SEE SHEET 6 SEE SHEET 5 V< o - R WN IN AL rftwJ _ ji - 4r ►� o P1 193.45 ' TAN1=-,3.H _ J tn VJ� �4 4 4 4+ 00 0 9D - W _ _+N � JUj Lj p w ►.159. -39;7' GURU +o: ow o J6 W A6 0_ fn - .- 49.74' CURB RET. .. _ w. J ul- - M - .- N i_ ,o Ned r7 w - VfA to Q di <Q _ N + w PROFILE SCALES AJ-- HORIZ. 1 "= 40' VERT. 1 "= 4' 0„� - -- ,,, 10 11 12 13 14 15 CON577PMCT/ON NOTES OUANT/T/ES (Z)- CONSTi'?UCT 4C OV6-R ................ . ........................ 572 TON ,4 CCZA'66 2) +Q 7_`rR. SGT/DVI/ ................... 588 CY CURVE TABLE (D-- CONSTRUCT TYPE '%4-6" CURB & GUTTER PER RIVERSIDE COUNTY STD. No. 200 ................................ 1705 LF JAMESON ROAD NUMBER I D= T= ' R= ' L= ' C1 90100'00" 25.00 25.00 39.27 C2 10' 14' 14 " 9.85 110.00 19.65 C3 101 *53'29 " 73.95 60.00 106.70 C4 81 '25'02 " 30.11 35.00 49.73 C5 90100'00" 12.5.00 125.00 39.27 C6 1'25'02 " 147-32 155.00 78.15 CONSTRUCT CONC S/OEbYAL!( PER RIVERSIDE COUNTY S)D. No. 400 & 401 ................................... 9..380 SF ®-- CONSTRUCT 10' CROSS GUTTER PER RIVERSIDE COUNTY STD. No. 209 & 209A ................................... 890 SF l CaV5 WIlCT 6A,4Q16A4 f W RIV&Q Il CDI Wrl Underground Service Alert 0R Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG D A F F 0 D I L 40 0 40 80 Sc a /e i " = 40' D R I V E 120 SEE SHEET 6 R= L--' C1 90100'00" 25.00 DATE: SM wa 870. - - - - _ . - .. - ..... _ - .. 25 L14" CHECKED BY: JL - DATE BY MARK REVISIONS rAPPR. DATE DATE: DESIGNED BY: C- DRAWN BY: C-/R.H. CHECKED BY: J.W.S. C3 03'02'13" 8.48 320.00 116.96 C4 03'02'13" 7.42 280.00 1 14.84 C5 04'09'1 1 " 29.73 820.00 159.44 C6 90'00'00" 25.00 25.00 39.27 C7 04'09 ' 1 1 " 29.01 800.00 57.99 C8 03'02'13" 7.95 300.00 -fRB RET 0 - 6 cyiv J 13+57.63 rR. eNDy 6 6 �. o O fO 1 ' 'o o N la r1 N /MPROI/EMENTS END =21+16.72 TR. 27944 .6 1 � 3. 47' n STA. 12+16.00 DAFFODIL DR. 53.00' 53.00' o S3 . 00 32.44' 7.49 s co TAN= -7.60% 1i o C2 triSTA. n , . !`--� #ti 12 - 14+68.56 TULIP CT. TC 69 m I 7 _ CB 05 1 S TA. A. 00.0 D D AHL/A D R, STA 1 3 0 0 O CAR NAT/ ON h• � � i � i ^ 83 82 8 80 OR. 79 78 77 76 75 - 69.05 FL 00 1`1 046 6. R,6 rc Q � V ECR TYR 0 t o it 0 5 � 3 3 .47 ti1 6.26 37 14.67' 29'9`3 STA. 14+88.69 DAFFODIL DR. ou to wwUj - 0 STA. 10+00.00 DAF 47.03 L R �'' 41.0 ' 50.00' O 0 50.00 8.25 50.00 - -�< 50.00' 50.00' c0 50.00' 17.87 3�sy, STA14+98.78 DAISY DR. O6 (653 52 88+00.38 JAMESON H64c2 . 54 - � J Li 0.96 r, �cD z ew - ao ao - + W O 0 - ® _ �- cD Q - - !n Ul arF•. Fan :. : i i 5 r t112 Q (1 W. :. 5 N 1, , m (O + + C600 p - - + 6 00 _ �� - + Will 1 14 o+ N Q t~i>w cnww a i n Cry J m w P1= 166.84 CARNATION DR. 111. *� N SEE SHEET 4 D A H L I A D R I V - 39.27' CURB RET. 59.44 ON CURB 0.96% 40 0 40 80 126.00 . � ? ONE - 85.50' 94.87 Scale 1" = 40' (0 (D N BG"+4 ECR jz � BCR^ - m V) w wd w - OD 00 _ O m O 0 - - TAN=7.60% + no- V( - (-JPI= _j pl= 166.87 w IG 90 cn w I + 10 11 12 13 + CON571- FMCT/ON /VOTES & CHANT/71Y_5 W CONSTRUCT NAMOICAP ACCESS RAMP PER R/1/EF'S/DE CURVE TABLE COUNTYST29. No. 403 ................................................... 4 EA O N m DAISY DR. JAMESON ROAD TULIP CT. SEE SHEET 3 SEE SHEET 6 SEE SHEET 5 Underground Service Alert 0R Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG D A F F 0 D I L 40 0 40 80 Sc a /e i " = 40' D R I V E 120 SEAL QOLLJ 'c ESS10, °J A 0 l No. 33950 * EX(' 8-34 01 V! _ RECOMMENDED FOR APPROVAL T= ' R= L--' C1 90100'00" 25.00 DATE: 1,39.27 C2 CHECKED BY: JL - DATE BY MARK REVISIONS rAPPR. DATE DATE: DESIGNED BY: C- DRAWN BY: C-/R.H. CHECKED BY: J.W.S. SEAL QOLLJ 'c ESS10, °J A 0 l No. 33950 * EX(' 8-34 01 V! _ CONSTRUCT OR/VE APPROACH REf? R1hERS10E COUNTY STD. Mo. 207 ................................................. 24 EA PLACE STREET NAME 51ON PER COUNTY OF R/VERS/DE STD. No. 819 ............................................. 3 EA CARNATION DR. SEE SHEET 4 NUMBER D= T= ' R= L--' C1 90100'00" 25.00 25.00 1,39.27 C2 04,0.9,11" 28.28 780.00 156.54 C3 03'02'13" 8.48 320.00 116.96 C4 03'02'13" 7.42 280.00 1 14.84 C5 04'09'1 1 " 29.73 820.00 159.44 C6 90'00'00" 25.00 25.00 39.27 C7 04'09 ' 1 1 " 29.01 800.00 57.99 C8 03'02'13" 7.95 300.00 -fRB RET 0 - 6 13+57.63 rR. eNDy 6 6 �. o . 4' 13 8 N la r1 N /MPROI/EMENTS END =21+16.72 TR. 27944 .6 1 � 3. 47' n 16.63' 39.18' 53.00' 53.00' S3 . 00 32.44' 7.49 s co TAN= -7.60% 1i o C2 n , . !`--� #ti 12 - t 3 Q TC 69 I k k I 7 _ CB 05 1 S TA. A. 00.0 D D AHL/A D R, STA 1 3 0 0 O CAR NAT/ ON h• � � i � i 4' 9 D "f �€ 1 6 5d '� 6 _ , � 6. �zw OR. jz tva I - 69.05 FL 00 1`1 0 t o it 0 5 � 3 3 .47 ti1 18.39 41.77' 50.00 V)wm 50. 0 to wwUj - 0 ry • ! _ • 1Jli VfV�7 47.03 _ . F8 014 CURB 0 8.25 - -�< in c0 4.24' 52Z Fri 6 0 O6 (653 52 r . 54 - � J Li 0.96 r, �cD z ew - ao ao - + W O 0 - ® _ �- cD Q - - !n Ul arF•. Fan :. : i i : UIQ --J Q (1 W. :. 5 N 1, m (O + + C600 p - - + 6 00 _ �� - + _ - - : n 1. - o+ N Q t~i>w cnww a i n Cry J m w P1= 166.84 CARNATION DR. 111. *� SEE SHEET 4 D A H L I A D R I V - 39.27' CURB RET. 59.44 ON CURB 0.96% 40 0 40 80 120 ONE - Scale 1" = 40' (0 (D jz W M �•- h - m V) w wd w - OD 00 _ O m O 0 - - TAN=7.60% + no- V( - (-JPI= _j pl= 166.87 w cn w 10 11 12 13 14 CON571- FMCT/ON /VOTES & CHANT/71Y_5 CONSTRUCT NAMOICAP ACCESS RAMP PER R/1/EF'S/DE CURVE TABLE COUNTYST29. No. 403 ................................................... 4 EA CONSTRUCT OR/VE APPROACH REf? R1hERS10E COUNTY STD. Mo. 207 ................................................. 24 EA PLACE STREET NAME 51ON PER COUNTY OF R/VERS/DE STD. No. 819 ............................................. 3 EA CARNATION DR. SEE SHEET 4 NUMBER D= T= ' R= L--' C1 90100'00" 25.00 25.00 1,39.27 C2 04,0.9,11" 28.28 780.00 156.54 C3 03'02'13" 8.48 320.00 116.96 C4 03'02'13" 7.42 280.00 1 14.84 C5 04'09'1 1 " 29.73 820.00 159.44 C6 90'00'00" 25.00 25.00 39.27 C7 04'09 ' 1 1 " 29.01 800.00 57.99 C8 03'02'13" 7.95 300.00 15.90 SEAL APPROVED BY: DATE:of T SPORT 1 DEPT., RIVERSIDE COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6/30/98 IF N G/ N IF E R S NO. 47897 CIVIL ENGINEERING•SURVEYING•PLANN/NG * D(P. 12-31-!! * PREPARED UNDER DIREMON OF- 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 D T55-77-_' TEL: (909) 688-0241 FAX: (909) 688-0599 cm%. �� SCALE: AS NOTED BENCHMARK: JO . SNELL, R.C.E. 47867 EXP. 12/31/99 DATE: FEB 20, 19971 SEE SHEET 1 TRACT NO. 27943 SHEET No. CO UNTY OF RIVERSIDE 2 STREET IMPROVEMENT PLAN of 8 SHEETS DAFFODIL DRIVE & DAHLIA DRIVE FILE No. FOR: K. HOVNANLAN 5084 D -Z o� r c„ Q) h Q) ^ 6.3 O V 62( � 6 7 60 5 9 58 m + GI Q ECR + ^ 13+57.63 rR. eNDy 6 6 �. o . 4' 13 8 N /MPROI/EMENTS END =21+16.72 TR. 27944 .6 1 � 3. 47' n 16.63' 39.18' 53.00' 53.00' S3 . 00 32.44' 7.49 s 1i o C2 , . !`--� #ti 12 t 3 TC 69 I k k I 7 _ CB 05 1 S TA. A. 00.0 D D AHL/A D R, STA 1 3 0 0 O CAR NAT/ ON h• � � i � i 4' 9 D "f �€ 1 6 5d '� 6 _ , � 6. 69.55 rc OR. - 69.05 FL o it 0 5 � 3 3 .47 ti1 18.39 41.77' 50.00 50. 0 50.00 47.03 . F8 qG BCR I 8.25 4.24' 52Z Fri 6 0 O6 (653 52 . 54 55 56 m 57 o Q i n CARNATION DR. SEE SHEET 4 D A H L I A D R I V E 40 0 40 80 120 ONE - Scale 1" = 40' SEAL APPROVED BY: DATE:of T SPORT 1 DEPT., RIVERSIDE COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6/30/98 IF N G/ N IF E R S NO. 47897 CIVIL ENGINEERING•SURVEYING•PLANN/NG * D(P. 12-31-!! * PREPARED UNDER DIREMON OF- 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 D T55-77-_' TEL: (909) 688-0241 FAX: (909) 688-0599 cm%. �� SCALE: AS NOTED BENCHMARK: JO . SNELL, R.C.E. 47867 EXP. 12/31/99 DATE: FEB 20, 19971 SEE SHEET 1 TRACT NO. 27943 SHEET No. CO UNTY OF RIVERSIDE 2 STREET IMPROVEMENT PLAN of 8 SHEETS DAFFODIL DRIVE & DAHLIA DRIVE FILE No. FOR: K. HOVNANLAN 5084 D -Z 1V T= )/U/'M LlrZf Ily c,U17vL 1111ULL J/vi m ✓iv - -� 10'05'55" 15.90 180.00 bV-RE1r 0 _ C2 10' 14' 14 " 9.85 110.00 19.65 C3 69°4^,56. 44.75 45.0C 55.97 7 '3 '5 E G. Z6 C4 89'4156" 34.82 i12 44`29 ,g 9.LC, 22 -50 ^7.47- �L ti� 'L�°,�7.�2� W�72 6.57' 1 19.40 CURVE TABLE- C6 10'14'14" N 34°2C ' 7".56' 1 110.00 1 19.65 C7 10'0554" 1 17.67 �4 Pv 4:'09'06"W 5�'.5�' � NUMBER D= T= R= L= CARNATION DR. C 1 110' 14'14 " 9.85 110.00 19.65 DAFFODIL DRIVE 06 _. C2 10'14'14" 9.85 110.00 19.65 SEE SHEET 4 06 �W Cm NUMBER D= T= R= L= ' C1 10'05'55" 15.90 180.00 31.73 C2 10' 14' 14 " 9.85 110.00 19.65 C3 86'0 1 '09" 55.97 60.00 90.08 C4 89'4156" 34.82 35.00 54.79 C5 06-56'17- 1 19.40 320.00 38.75 C6 10'14'14" 19.85 1 110.00 1 19.65 C7 10'0554" 1 17.67 1200.00 135.25 C8 89'4156" 154.71 155.00 86.10 34.74' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 16.74' 17.87' 15 )j, 25 31 ` �£ j�Ag. 17.87' 20.81 ' 87.01 15.80' 34.36' 6.68 40.54' 6 v Z8'lL 10+00.00 GARDEN/A DR. 4.84' 0 16+77.39 CARNA TION DR. m A + ^�o�Z� WN� �N LJ L� (}J{ O cn 2 rn o 65 66 67 68 69 70 0 71 43 44 �N Q CL L'J W W N�=� ��� �� 'CIO d z L O LC) 2= o ��oUQo�� +()rj v viw � � 00 �T��S 1 0� GARDENIA DRIVE CARNATION DRIVE CON57R- QCT/ON NOTES OU�ANT SEE SHEET 5 SEE SHEET 4 CONSTRUCT AG of e ......................... 500 TON �- CONSTRUCT CATCH 6A51N PER R/HERS/DE Y R DENIA DRI VE DAI S DRIVE fi�8 �GL1�.� 2� FSR TYP. �T/D�1,/ .................. 5>5 CIV COUNTY STD. NO. 300 � 6V 28 J .......................... 2 EA � A ®- CONSTRUCT TYPE :4-6" CURB & GUTTER PER CONSTRUCT CONCRETE COLLAR PER RCFC&IrCD R/l/ERS/DE COUNTY STD. No. 200 . ............................... 826 LF STD. No. M 80.3 ....................................................... 1 E.4 ®- CONSTRUCT CONC. S/DEWALK PER R/ITERS/DE >6 CONSTRUCT TYPE A-8" CURB & GUTTER PER COUNTY STD. No. 400 & 401 .................................... 7890 SF R/!/ERS/DE COUNTY STD. No. 201................................ 609 LF �- CONSTRUCT OR/UE APPROACH PER R/i/ERS/DE--- PLACE STREET NAM,--- S/GN PER COUNTY OF 40 0 40 80 120 COUNTY STD. No. 207 ................................................ . 26 EA R/1/ERS/OE STD. No. 816 .............................................. 1 EA 40 0 40 80 120 ®-- CONSTRUCT 30 " RCP (D -LOAD PER PROF/LE) ....... 185 LF »1 CONSTRUCT MANHOLE NO. 4 PER RCFC&WCD SC a �e �� Scale 1 - 40 STD. No. MH 254 . 1 EA ................................................... SHEET No. RECOMMENDED FOR SEAL COUNTY SEAL APPROVED BY: DATE: L / TRACT N0. 2"794 3 Underground Service Alert APPROVAL L Ls, ,Ak COUNTY OF RIVERSIDE OR '�' T PORTATI33s5oEPT. EXPRSDDATECOUNTY, CA. ENG /NEER S o G Gall. TOLL FREE � � 6i30i98 STREET IMPROVEMENT PLAN of 8 SHEETS `- �ti R.C.E. No. C/V/L ENG/NEER/NG•3UHVEYING•PLANN/NG Id P1"' N0. 47ii7 �Ip �6Q /* per, 12-31-f! * PREPARED UNDER D ON 6820 AIRPORT DRIVE, R/VERSIDE, CA 92504 AISY DRIVE &GARDENIA DR FILE No. 1 800 DATE. ���` f ? �X�' 1 n DATE TEL (909) 688-0241 FAX: (909) 688-0599 227-2600 CHECKED � i-�''- 4� . + r�g11 �� FOR: K. HOVNANIAN 5084 Gr � Rv DATE BY MARK REVISIONS APPR. DATE ��- f OF CA�-�F SCALE: AS NOT BENCHMARK: JO SNELL, R.C.E. 47867 EXP. 12/31/99 DATE: FEB 20, 1997 SEE SHEET 1 TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: C- DRAWN BY: C- R.H. CHECKED BY: J.W.S. DATE: 400 0 v� N STA 10+00.00 CARNATION DR. STA 10+00.00 DAISY DR. V Underground Service Alert OR r Coll: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 35' TRA 6" TO CURB CARNATION DR I VE RECOMMENDED FOR APPROVAL DATE: 7 -P 15115-677-1221Y ........................ 508 cY 2Q- CONSTRUCT TYPE 'i1-6" CURB & GUTTER PER 85'33' 13" R/VERS/DE COUNTY STO. No. 200 ................................ 1000 LF CONSTRUCT CONC. S/DEGY,4LK PER R/VERS/DE CHECKED BY:Jj__ DATE BY MARK REVISIONS APPR.1 DATE DATE: DESIGNED BY: C- DRAWN BY: C-/R.H. CHECKED BY: J.W.S. 52.53 COUNTY STD. No. 207 ................................................. 16 EA r 6 CONSTRUCT TYPE ';1-e" CURB & GUTTER PER 60.00 R/VERS/DE COUNTY STD. No. 201 ................................ 380 LF PLACE STREET NAME SIGN PER COUNTY OF 9.85 R/VERS/DE STD. No. 816 .............................................. 2 EA C5 10' 14' 14 " 9.85 110.0 19.65 C6 106'01 '40" 79.66 60.00 11 1.03 C7 85'33'13 50.89 55.00 82.13 C8 85'59 21 " 51.28 55.00 82.54 - S TAN= .-5:079;; AL T -If` a 35' TRANS. - o. CURB 60' VC - = 14: 822 52.53of ' 0�Pf o p ON cu ' o 0) U) +Ln 0 LO + + ~ N� 0�- +0 N � 0 O N to � � � �o j J � (O V) Q + N O N W Uw ww .- fp r - i1C5. N 00 fi CJ r CURB RET. m .�,� w La AL V) w Ji -2.87f .6 ) v 100, yr LLL - oin _ PI 178.24 - # o 0 o P1 148.02CM N _ 15 C14 fl)+ 7 + g ' o ON CROWN -- - ~ O �MLO p� QM OL)JL +a1 O C14 06 to 'n 00 + `T � 4 A/4 0/4 d/4 cv N 6 0,Go � ori a �� 6 e cn a � � ,, to N m 1 y � PI = 184.60 > �ri a" + + ¢ - _ �J V) w 2:w T qcr . J w < \ Ln TAN - -7.60% > CJ J LaJ J > J LLJJ u Uj Amf _ -1.73% 5 NS. - TLd - - o N CURB 1.01.73' VC -4 01- - - PI 178.21 - TU - - 1. 4J JCF) + 1A d LLJ o : w, 1Lj w (30 W Oto CN 00 In (�A L1 d 80� 00r3 tf7 OO 11 1.03' O.C. i'' vi o O o Ln w � r O+ f� +� O p Opoi O� HJ - to 4V5 : 2 W + M1d .. '_ + - _ _ ID.. " Qom... �.;. .. fn crr Cn N afj OD p . N Q5 41.04' TAN W 19:65 ¢ r cD C 0 0 RTN� �� � O.C.r LLJ 4 3� LO wFi J Li J �j yy 100' VC PI = 178.24 PROFlLE SCALES 19.65'. 41,04' CURVE LEN= 111.49' - _ HMIZ. 10= 40' 0. C. TANGENT ON CURB ocv _ Qq O VERT. 1"= 8' - - N to - 9 10 - 11 12 13 14 EnW 15 16 17 v� N STA 10+00.00 CARNATION DR. STA 10+00.00 DAISY DR. V Underground Service Alert OR r Coll: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 35' TRA 6" TO CURB CARNATION DR I VE CONSTi FMCT/ON N07Z-5 & QUANT/T/ES OVEi2....................................... RECOMMENDED FOR APPROVAL DATE: 7 -P 15115-677-1221Y ........................ 508 cY 2Q- CONSTRUCT TYPE 'i1-6" CURB & GUTTER PER 85'33' 13" R/VERS/DE COUNTY STO. No. 200 ................................ 1000 LF CONSTRUCT CONC. S/DEGY,4LK PER R/VERS/DE CHECKED BY:Jj__ DATE BY MARK REVISIONS APPR.1 DATE DATE: DESIGNED BY: C- DRAWN BY: C-/R.H. CHECKED BY: J.W.S. CONSTi FMCT/ON N07Z-5 & QUANT/T/ES OVEi2....................................... 494 TON 7 -P 15115-677-1221Y ........................ 508 cY 2Q- CONSTRUCT TYPE 'i1-6" CURB & GUTTER PER 85'33' 13" R/VERS/DE COUNTY STO. No. 200 ................................ 1000 LF CONSTRUCT CONC. S/DEGY,4LK PER R/VERS/DE C2 COUNTY STD. lVo. 400 & 401 ................................... 7590 SF CONSTRUCT OR/VE APPROACH PER R/VERS/DE 52.53 COUNTY STD. No. 207 ................................................. 16 EA r 6 CONSTRUCT TYPE ';1-e" CURB & GUTTER PER 60.00 R/VERS/DE COUNTY STD. No. 201 ................................ 380 LF PLACE STREET NAME SIGN PER COUNTY OF 9.85 R/VERS/DE STD. No. 816 .............................................. 2 EA CURVE TABLE NUMBER D= T= ' R= ' L= ' C1 85'33' 13" 32.38 35.00 52.26 C2 85.59'21 " 32.63 35.00 52.53 C3 106'27'49 " 80.30 60.00 111.49 C4 10' 14' 14 " 9.85 110.00 19.65 C5 10' 14' 14 " 9.85 110.0 19.65 C6 106'01 '40" 79.66 60.00 11 1.03 C7 85'33'13 50.89 55.00 82.13 C8 85'59 21 " 51.28 55.00 82.54 40 0 40 80 120 Scale 7 " = 40' SEAL COUNTY SEAL APPROVED BY: DATE: L Z / S�/9 WA Evimw IR RIVERSIDE COUNTY CA. T SPORTATIb DEPT., , '? Z m" F R.C.E. No. 33950 EXP. DATE: s/3o/s8 E N Q/ N E E R S wrn` N0. 4T$67 "- CIVIL ENGINEERING•SURVEYING•PLANNING No. 33960 * 27 p(p, 12-31-!! * PREPARED UNDE THE DIRE .N F: 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 - "9 40. DAT : .617TEL: (909) 688-0241 FAX: (909) 688-0599 d� �Q &xZU F of 'Qr\ SCALE: AS NOTED ]BENCHMARK: JO . SNELL, R.C.E- 47867 EXP. 12/31/V9 DATE: FEB 20, 1997 SEE SHEET 1 TRACT NO. 27943 SHEET No. COUNTY OF RIVERSIDE 4 STREET IMPROVEMENT PLAN of 8 SHEETS CARNATION DRIVE FILE No. FOR: K. HOVNANIAN 5084 90,70p Z x 33.19, 18.2 .01' 16'81 S 9 10 4 42.05' 50.00' 50.00' 50.00' 50.00' 50.00' 44.89' 96 39.27 C2 90'00'00" 25.00 25 00 39.27 C3 15'0038" 14.49 110.00 28.82 C4 210'01'16" 141.71 12 13 14 15 16 7 C Q) h W CURVE TABLE T U L I P C C U R T I NUMBER D= T= R= L= ' C1 90.00'00" 25.00 25.00 39.27 C2 90'00'00" 25.00 25 00 39.27 C3 15'0038" 14.49 110.00 28.82 C4 210'01'16" 141.71 13&00 113929 C5 15'00'38" 114.49 110.00 12782 r, 957 5 FL o STA 12+16.VU UAl fUUIL UK.r.U.7 in L71 Ticrvv, rte,). 8T 95, oo W 17' i (Z `� J Z I' U o J I "7 W p W cp 1 N Q I Z 1 o o IZD x I v� h �o •u rr 1 ° ` cn O cn p k o i � `, o N Q � kW Q N "DAFFODIL DRIVE GARDENIA DRIVE o SEE SHEET 2 CURVE TABLE SEE SHEET 3 NUMBER 0 40 so 120 1 D= T= ' R= L= ' C 1 10' 14 ' 14 " 9.85 110.00 19.65 C2 89'28'13" 34.68 35.00 54.65 C3 84'3655" 31.86 35.00 51.6940 GA R DRIVE 40 0 40 80 120 v %?WlScale 7 " = 40' Scale = 40 DATE: G / � SHEET No. RECOMMENDED FOR SEAL COUNTY SEAL APPROVED BY: TRACT NO. 2'7943 Underground Service Alert APPROVAL �ggFm/1 _ 5 o ti Eft- ,�w, -- - COUNTY OF RIVERSIDE OR r (;QII: TOLL FREE �� W���ti� Ty s � � � TR SPORTAT N EPT., RIVERSIDE COUNTY, CA. OF 8 SHEETS o '� Q " R.C.E. No. 33950 EXP. DATE: 6/30/98 E N Q/ N E H R S i mx ZZ Q NO. 47K7 CIVIL ENG/NEER/NG•8URVEr1NG•PLANN1NG STREET IMPROVEMENT PLAN 1 —+�00 '� No. 33950 * �P• 12-3-� * PREPARED UNDE TSE DIRECT ON OF: 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TULIP COURT &GARDENIA DRIVE FILE No. DATE: * h1c. 33 p */ ATE: f�.�%'�7 TEL: (909) 688-0241 FAX: (909) 688-0599 227-2600 CHECKED BY: �twr Glvi���I�' c,v,� �� SCALE: AS NOTED BENCHMARK: 5084 DATE BY MARK REVISIONS APPR. DATE �L"` F of C►�-�F4'1 J W, SNELL, R.C.E. 47867 EXP. 12/31 /99 DATE: FEB 20, 1997 SEE SHEET 1 FOR. K. HOYNANIAN TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: C- DRAWN BY: C-/R.H. CHECKED BY: J.W.S. DATE: 90 1? z 0 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG STA 82+06.60 KNABE ROAD BEG. REMOVAL C&G,SIOEWALK STA 82+70.50 KNABE ROAD K N A 8 E RECOMMENDED FOR APPROVAL = 40 ' SEAL APPROVED BY: DATE: LZ/—S�7 DATE: -,V4;�f 7— �CfEss/ ECKED DATE BY MARK REVISIONS APPR. DATE DATE: &Z DESIGNED BY: C- DRAWN BY: C-/R.H. CHECKED BY: J.W.S. SAM 'i R SPORT I DEPT., C.E. No. 33950 RIVERSIDE COUNTY, CA. EXP. DATE: 6/30/98 E N Q /NEER S EXIST. NO. 47867 * EXP. 12-31-!! * PREPARED UNDER THE DIRECTI N�F: CIVIL ENGINEERING•SURVErING•PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TE: 0.7•'7TEL: (909) 688-0241 FAX: (909) 688-0599 ,�. civ:t. ,� _ _ SCALE: AS NOTED - J N SNELL, R.C.E. 47867 EXP. 12/31/99 DATE: FEB 20, 1997 SEE SHEET 1 SIDEWALK TO : rn BEREMOVED - - opo o Z / V moo �M l� pLi QZ - - - - W ED oo to aO (J U) w —n00 N // •10 c - - }- EXIST. t�- TO LT w �$-j - - N-- o - - -- - In In Go - - -00-w +two . © —21 _ / �. N. v. / Z pp _ QO �, C� N v Q 0 N Lon l O r Q �- - 00— N +tfj i r at O fl p + I Im H w Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG STA 82+06.60 KNABE ROAD BEG. REMOVAL C&G,SIOEWALK STA 82+70.50 KNABE ROAD K N A 8 E SEAL COUNTY No. .3,39 Exp. 6-3009 40 i -s Z11 CONSTiQUCT/ON NOTZS & OU.4NT/T/ES REti10VE EX/ST/NC CURB ANN? OUTTER......................... 104 LF REMOVE EX157INC 510f-WAZA....................................... 498 5F �-- 5AWCU1- EX. AC PAVAN AND 1011V ® CRO55 CUTTER 104 LF CONSTRUCT MATCH UP PAVEMENT PER TR22335.... 590 5F 11VIaROV PLAN5 0.26' AC OVER 0 96' AB (CL455 2,) f7-, 6 PEL 1rt/E14TZ?eS PER STATE STP. MO 473-c, 7-YI:F /it::, >.. - - - ... . RECOMMENDED FOR APPROVAL = 40 ' SEAL APPROVED BY: DATE: LZ/—S�7 DATE: -,V4;�f 7— �CfEss/ ECKED DATE BY MARK REVISIONS APPR. DATE DATE: &Z DESIGNED BY: C- DRAWN BY: C-/R.H. CHECKED BY: J.W.S. SEAL COUNTY No. .3,39 Exp. 6-3009 40 i -s Z11 CONSTiQUCT/ON NOTZS & OU.4NT/T/ES REti10VE EX/ST/NC CURB ANN? OUTTER......................... 104 LF REMOVE EX157INC 510f-WAZA....................................... 498 5F �-- 5AWCU1- EX. AC PAVAN AND 1011V ® CRO55 CUTTER 104 LF CONSTRUCT MATCH UP PAVEMENT PER TR22335.... 590 5F 11VIaROV PLAN5 0.26' AC OVER 0 96' AB (CL455 2,) f7-, 6 PEL 1rt/E14TZ?eS PER STATE STP. MO 473-c, 7-YI:F /it::, >.. - - - ... . SHEET No. TRACT N0. 27943 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN KNABE ROAD FOR: K. HOVNANLAN 19 yr v Jnru i J FILE No. 5084 9 -Z Scale 7 " = 40 ' SEAL APPROVED BY: DATE: LZ/—S�7 �CfEss/ SAM 'i R SPORT I DEPT., C.E. No. 33950 RIVERSIDE COUNTY, CA. EXP. DATE: 6/30/98 E N Q /NEER S NO. 47867 * EXP. 12-31-!! * PREPARED UNDER THE DIRECTI N�F: CIVIL ENGINEERING•SURVErING•PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TE: 0.7•'7TEL: (909) 688-0241 FAX: (909) 688-0599 ,�. civ:t. ,� _ _ SCALE: AS NOTED BENCHMARK: J N SNELL, R.C.E. 47867 EXP. 12/31/99 DATE: FEB 20, 1997 SEE SHEET 1 SHEET No. TRACT N0. 27943 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN KNABE ROAD FOR: K. HOVNANLAN 19 yr v Jnru i J FILE No. 5084 9 -Z Underground Service Alert Y G Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 40 0 40 80 120 Scale 1" = 40' SEAL COUNTY r � p , GTti,�yy� 2 x Vo. Uj 33950 * EXP.-ao-Q 4 40 0 40 80 120 Scale 1" = 40' ,SEAL APPRO D BY: DATE: GTS 9 16ESS'� SPORT tffN DEPT., RIVERSIDE COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6/30/98 E N G3 / N E E R S gyp, 47N7 CIVIL ENGINEER/NG SURVEYING PL N * EXP. 12-31-!! * PREPARED UNDER THF DMEC770N�F: 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 DATE: �.Z TEL: (909) 688-0241 FAX: (909) 688-0599 j�. civit. SCALE: AS NOTED JBENCHMARK: JOA—,W. SNELL, R.C.E. 47867 EXP. 12/31/99 DATE: FEB 20, 1997 SEE SHEET 1 TRACT N0. ,2'7943 SHEET No. COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN of 8 SHEETS JT"ESON ROAD FILE No. FOR: K. HOVNANIAN 5084 D RECOMMENDED FOR APPROVAL DATE: 7 CHECKED BY: DATE BY MARK REVISIONS APPR. DATE DATE: DESIGNED BY: C— DRAWN BY: C—/R.H. CHECKED BY: J.W.S. SEAL COUNTY r � p , GTti,�yy� 2 x Vo. Uj 33950 * EXP.-ao-Q 4 40 0 40 80 120 Scale 1" = 40' ,SEAL APPRO D BY: DATE: GTS 9 16ESS'� SPORT tffN DEPT., RIVERSIDE COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6/30/98 E N G3 / N E E R S gyp, 47N7 CIVIL ENGINEER/NG SURVEYING PL N * EXP. 12-31-!! * PREPARED UNDER THF DMEC770N�F: 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 DATE: �.Z TEL: (909) 688-0241 FAX: (909) 688-0599 j�. civit. SCALE: AS NOTED JBENCHMARK: JOA—,W. SNELL, R.C.E. 47867 EXP. 12/31/99 DATE: FEB 20, 1997 SEE SHEET 1 TRACT N0. ,2'7943 SHEET No. COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN of 8 SHEETS JT"ESON ROAD FILE No. FOR: K. HOVNANIAN 5084 D