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Home My WebLink AboutStreet Improvement ESTIMATE OF STORM DRAIN QUANTITIES ,GENERAL NOTE No DESCRIPTION I?CFC OUMT• TRMI • 3067-3 3067-4 23067-5 3067-3 3067-4 3067-5 TOTAL UNIT 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, 80 INST. 18" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 0 0 481 1058 217 1,756 L.F. FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE $1 INST. 24" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 0 0 0 913 26, 1,176 L.F. RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTMIES FOR THIS PROJECT 82 INST. 30" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) C.I.P.P. ALTERNATIVE D 0 0 ` 0 0 45 i 451 L.F. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 215 83 INST. 36" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) C.I.P.P. ALTERNATIVE 0 0 0 615 1343 41 2,369 L.F. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 84 INST. 42" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) C.I.P.P. ALTERNATIVE 0 151 550 0 127 417 1,245 L.F. WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST 15 79 INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO 86 INST. 48" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) C.I.P.P. ALTERNATIVE 0 222 667 0 0 0 889 L.F. BEGINNING OF CONSTRUCTION. 23067 PHONE: (909) 955-6885 FOR PARCEL MAPS AND TRACT MAPS. "-' 1 23 7 - 87 INST. 54" R.C.P. CLASS IV (SEE PROFILE FOR D•--LOAD) C.I.P.P. ALTERNATIVE D o 692 0 0 0 692 L.F. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY 88 INST. 60" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) C.I.P.P. ALTERNATIVE 0 0 210 0 0 0 210 L.F. STANDARD N0. 816. 91 CONST. C.B. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. CB 100 0 0 0 1 11 10 22 EA. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY7 TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST 92 CONST. J.S. N0. 4 PER R.C.F.C. & W.C.D. STD. DWG. N0. JS 229 0 0 1 0 0 D 1 EA. EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. � Cho-22.8 CFS S p 79 93 CONST. J.S. NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. JS 227 0 2 2 1 3 2 10 EA. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO Q100 =38.1 C IP (T.d• �. INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RNERSIDE COUNTY s.) RAMQE (R.LM►.) 94 CONST. M.H. N0. 1 PER R.C.F.C. & W.C.D. STD. DWG. No. MH 251 0 0 0 1 8 i 10 EA. ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY). SSC• �5 N.T.S. CONS1 .11.& Mg. 4 fAER It.C.F.C. & W.C.D. STD. DWG. NO. MH 254 0 2 1 0 2 1 6 EA. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING =51.8 CFS 9 96 CONST. M.H. NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 252 0 1 5 2 4 3 15 EA. THE STREET, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, (�00 -86.7 CFS lq ELECTRIC, GAS, STORM DRAINS. �' SITE 97 CONST CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M 803 0 0 5 2 3 7 17 EA. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND Ra 4�' 100 CONST PIPE HEADWALL, ENDWALL & WARPED WINGWALLS PER CALTRANS STD. 0 0 2 2 1 1 6 EA. CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS 18 �° 4 K �� DIRECTED IN THE FIELD. �o`' R�pH yiM, PLAN 086-B, AND TRASH RACK PER L.A.C.D.P.W. STD. PLAN 3489-0 � 15 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL 11% 101 CONST. SLOPE ANCHOR PER DETAIL ON SHEET N0. 6 0 0 3 0 0 0 3 �- AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE 102 REMOVE PLUG AND JOIN EXISTING D 0 D 1 0 0 1 Ek - TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. _I r 107 CONST INLET TYPE X PER R.C.F.C. & W.C.D. STD. DWG. N0. GB 108 D 0 0 0 1 3 4 EA. PC)R-�JDN Or PARCEIL-A J 0 110 CONST. ENERGY DISSIPATOR PER A.P.W.A. STD. PLAN 384-1 (W=14') 0 0 1 0 0 1 2 EA. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHAM BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. S TREE T IMPR 0 VEMEN T PLA NS FOR TRA CT NUMBERS 3 06 AND 2306 5 USE STANDARD No. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 'a" � 111 CONST. RIP-RAP PER DETAIL ON SHEET N0. 5 0 0 198 25 148 161 532 C.Y. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN 112 CONST. RIP-RAP PER DETAIL ON SHEET N0. 8 0 0 227 D 0 0 227 C.Y. DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED =104.7 CFS AT A RATE OF 0.05 GALLONS PER SQUARE YARD. - 0100 =175.1 11. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE 18 , STANDARD SPECIFICATIONS. �~ "�� 7� Q NOTICE TO CONTRACTOR: 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE N0. 460 AND 499, AGER � NOTE: STORM DRAIN QUANTITIES ARE FOR REFERENCE ONLY. THE STORM DRAIN QUANTITIES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SACCHARINIM, QUERCUS ALBA, AND ERYTHEA EDULUS. Q1 -1.7 CFS -4.8 CFS SHOWN ON THIS PLAN FALL WITHIN THE MAINTENANCE JURISDICTION INDICATED 1N THE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS Q100 =2.9 CFS 0100 -8.0 QUANTITY LIST ABOVE. STORM DRAIN SHALL BE CONSTRUCTED PER SEPARATE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET -1.9 CFS RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT PLANS. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL LIGHTING PLAN. Q10o -3.2 CFS -9.0 CFS TYP. WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS Q100 -15.1 20 204.2 CFS HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE r N�� 230j;7,_,6 0t0o =341.5 CFS REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ,-- REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING 7 38 39 40 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 0 OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT 18 _ 15 ` 41 OF THE OWNER OR THE ENGINEER. z ASSIGNED TRAFFIC INDEX. 42 cn PARCrl � �� 8-/ 210=2.8 CFS T74E EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED -, 44 45 47 4B 49 50 51 =4.7 CF WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE ~~` �� SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. , PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL =1.0 CFS Q1p=3.3 CFS 52 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 0 LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. Q10o =1.6 CFS 2g 53 %00 =5.6 C THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY 54 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS", -1.1 CFS ' DATED JUNE 1990. (100 =11.9 CFS 33 w 25 21 ` 55 LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR W 27 THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. L-1 16. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION 24 2D 19 18 17 1 ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF 18 32 56 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY cn THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY 010-3.0 CFS 28 (� 58 59 60 81 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. TRANSPORTATION DEPARTMENT. PORTION 0Fj _I 0100 =5.1 CFS � 31 2 5 82 g3 84 i 17. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE PAFRC:f�.L, J� = 23 i5 1 _._, 85 gg CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL � ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM 010 1.8 CFS 29 13 14 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. o (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF Q100 -3.0 CFS 30 11 12 _ 0 7.7 CFS c�v� INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCS) AND = 7 8 9 10 Qt -12-8 CFS CONSTRUCTION NOTES PHASE 3 PHASE 4 PHASE 5 PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING Q1Q 1.9 CFS 4 5 8 < PLAN FOR THE SITE. Q100 =3.2 CFS 1 2 3 18 19 20 21 22 0)_ CONSTRUCT 0.25' A.C. WITH SEALCOAT 1,431 TON 2,671 TON 1,194 TON o 24 25 0.70' A.B. CL II WITH PRIMECOAT 2,061 CY 3,847 CY 1,720 CYLLJ Oto=4.7 CFS 15 18 1 18 oo -7.8 CFS 6 13 14 - (�)__ CONSTRUCT 0.30' A.C. WITH SEALCOAT 0 TON 1 ,297 TON 2,731 TON 12 0.85' A.B. CL II WITH PRIMECOAT 0 CY 1,890 CY 3,980 CY � 010=3.7 CFS • �3. CF 7 8 9 10 i1 EGEN BBREVIATIGNS SYMBOLSQ100 =6.2 cFs oo " .4 4 5 6 EE 9 28 3 CONSTRUCT 6" TYPE "A-6" CURB PER RIVERSIDE 4,480 LF 10,084 LF 9,141 LF ••- 4 1 2 38 35 34 33 32 31 30 29 COUNTY STANDARD NO. 200. TIC. TOP DF CURB - 100 . - EXIST, CONTOUR 11 F.L. FLOWLINE ELEV, ~"�10p-� PROP. CONTOUR 93 - _ 0-�� 3.8 Fs 81 CFS 28 � CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD 22,218 SF 52,493 SF 49,665 SF T.G. TDP OF GRATE -- PRLPERTY LINE 91 92 � , oo _ 7 S � N0. 401, 4" THICKNESS. (INCLUDES OFF-SITE) G.B. GRADE BREAK DAYLIGHT LINE TYP g 90 3 82 61 8 2� 5.39CF 38 39 40 41 6 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY 2,421 SF 3,408 SF 4,702 SF Li F.G. FINISH GRADE 2Y. _ SHEET FLOW RATE --do 89 70 �� 42 STANDARD NO s. 209 & 209A. R.G. ROUGH GRADE GRADED SWALE 18 20 '� 72 71 68 48 _ 44 Cho-48.7 CFS 7 CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY $ EA 14 EA 12 EA � 87 73 84 59 54 _�- 01oo =81.4 CFS F.S. FINISH SURFACE - CENTERLINE 88 47 STANDARD NO. 403., CASE A. INV, INVERT DF DRAIN ti°`Z`e - SWALE HIGH POINT �'i 75\74 67 58 55 SH T 11 �- 45 g CONSTRUCT DRIVEWAY APPROACH PER RIVERSIbE COUNTY 1 1,600 SF 17,432 SF 12,508 SF n P. PAD ELEVATION FLOWLINE 84 76 =12 3 CFS 8B� 57 56 �^ STANDARD NO. 207. (WIDTH AS INDICATED ON PLAN) F.F. FINISH FLOOR ELEV. �J'�...� SUBDRAIN vQ 83 77 Chao =20.6 CFS INSTALL STREET LIGHT PER RIVERSIDE COUNTY STANDARD 12 EA 27 EA 24 EA G.F.F. GARAGE FINISH FLOOR _ _ � _ - AREA DRAIN S e2 8 NO. 1000. 00 B,V,C. BEGIN VERTICAL CURVE """" TDP DF SLOPE 31 79 10 ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. 29 EA 82 EA 74 EA ' E.V.C. END VERTICAL CURVE ... TGE OF SLOPE 30 80 TRACT NO, 280167-4 20 1 EA 0 EA 0 EA N P,I, POINT OF INTERSECTION RETAINING WALL 18 1 12 REMOVE EXISTING BARRICADE. E.P. EDGE OF PAVEMENT �, FIRE HYDRANT _ 2 2A (,0=7 3 CFS 13 REMOVE AND REPLACE EXISTING A.C. PAVEMENT. 646 SF 0 SF 237 SF o T.W. TOP OF WALL ELEV. �o STREET LIGHT 5 33 0100 =12.2 CFS 14 SAWCUT AND REMOVE EXISTING A.C. BERM. 0 LF 60 LF 0 LF T.F. TDP OF FOOTING ELEV. SOUND OR SCREEN WALL 34 35 t� 15 SAWCUT AND REMOVE EXISTING 6" CURB & GUTTER. 253 LF 0 LF 119 LF D.F. DEEPEN EDDYING � DEEPENED FOOTING L, LENGTH °��' n °3�' WATER METER 20 18 _ 2 7 �, 17 SEE SIGN & STRIPING PLAN FOR R-1 "STOP" SIGN 4 EA 7 EA 6 EA w DWY, DRIVEWAY CATCH BASIN & LOCAL DEPRESSION ' 2 9 e - NOTE: THE QUANTITIES SHOWN ON THIS AND PAINT STOP BAR & STOP LEGEND. o N,T.S. ND TO SCALE 3' O,x, DEPTH OF REQ'D OVER EXCAV TION 18 19 40 18 INSTALL STREET LIGHT PER RIVERSIDE COUNTY 4 EA 0 EA 6 EA P,U.E, PUBLIC UTILITY EASEMENT r a0=4.0 CFS 1g 16 17 SHEET ARE FOR STREET CONSTRUCTION STANDARD NO. 1001. STREET TREES 0100 -6.7 CFS 14 15 .� 43 BIDDING ONLY. THE INDIVIDUAL PHASE 19 INSTALL STREET NAME SIGNS PER RIVERSIDE COUNTY 4 EA 7 EA 6 EA PAVING �` 11 12 13 48MAP STANDARD NO. 816. 1D 48 47 - QUA NTITIES FOR BONDING PURPOSES 20 INSTALL STREET TREE PER GENERAL NOTE 14. 95 EA 143 EA 80 EA INDICATES PROPOSED A.C. PAVING 7 8 9 50 Ld 49 ,0'3 0 100 200 400 600 800SHOWN 1 A 1 B 21 FEATHER A.C. PAVEMENT 2' TO MATCH. 463 LF 0 LF 0 LF c51 ARE ON T. 6 52 0 22 REMOVE EXISTING BROW DITCH, 60 LF 0 LF 0 LF INDICATES PROPOSED CONCRETE SIDEWALK 18 53 AND 1 Co j0' 23 CONST. UNDER SIDEWALK DRAINAGE STRUCTURE PER 3 EA 3 EA 0 EA 5 5 56 UJ 5 NOTE: R-VALUES AND PAVEMENT SECTIONS ( IN FEET RIVERSIDE COUNTY STANDARD NO. 303. LL� 58 57 .� ARE PRELIMINARY UNTIL SUCH TIME AS A 1 inch = 200 It 24 CONSTRUCT 0.36' A.C. WITH SEALCOAT 462 TON 1 49TON 0 TON c� 3 4 59 20 00 FINAL SOILS ANALYSIS IS COMPLETE Service Alert TYP. DURING ROUGH GRADING. 1.05' A.B. CL II WITH PRIMECOAT 693 CY 224 CY 0 CY 17 Underground 2 CL 25 CONST. GATE PER R.C.F.C. & W.C.D. STD. DWG. NO. M801. 1 EA 0 EA 2 EA • Call: TOLL FREE e1 R ss•/88' R R R R __ s0' R INDEX OF SHEETS: • • 20 1 1 22'/32' 22'/32- 11 1 11' 22' 22' 10 20 20 10 HS T. NQ, QESCR/PT10N PHASE _N. - 1 INDEX MAP INDEX MAP PH. 3, 4 & 5 1A INDEX MAP TRACT 23067-3 INDEX MAP PH. 3 • 1�800 • - Qt0=5.5 CFS 2 24 27� 2 2 1 � � 18 INDEX MAP TRACT 23067- INDEX MAP PH. 4 a9.2 CFS 2% 21- `� � 1.77 �� 1C INDEX MAP TRACT 23067- INDEX MAP PH. 5 c� Q1b° ?r _�-- 2 LONGFELLO AVENUE PLAN & PROFILE PH. 3 227�2600 Qyo=1.8 CFS '95,O F E S S/O , ,, 3 LONGFELLOW AVENUE PLAN & PROFILE PH. 3 =3.0 CFS �� D. 4q Curb & Gutter 4 CALLE BANUELOS & BUTTERFIELD STAGE PLAN & PROFILE PH. 3 Qty ��4 ��p.� �fF � 6 Sidewalk Curb & Gutter 6' Sidewalk 5 3 Curb & Gutter 6 Sidewalk�5� O 5 NIGHTHAWK PASS PLAN & PROFILE PH. 3 & 4 RBF FOR REV DAILY �,�- , 6 NIGHTHAWK PASS PLAN & PROFILE PH. 4 & 5 CDNSULT I Alb - � �� CO' TYPICAL SECTION N r 7 NIGHTHAWK PASS PLAN & PROFILE PH. 4 & 5 TWO WORKING DAYS BEFORE YOU DIG Z7555 ruEZ RD u; �'� X10. 44341 �' �� N.T.S. TYPICAL SECTION TEI�IEC ULA, ca. 9zs 9l lT , TYPICAL SECTION N.T.S. 8 ABBEY ROAD PLAN & PROFILE PH. 4 F'r 9 ABBEY ROAD PLAN & PROFILE PH. 4 Exp. 6-30-05 CHANNEL ST. �- STA. 10+00.00 TO STA. 26+19.49 BUTTERFIELD STAGE RD., CALLE BANUELOS, LEONA CT., ABBEY RD., 10 LOVE COURT & LEONA COURT PLAN & PROFILE PH. 4 "CAUTION": Remember that the USA Center NIGHTHAWK PASS - STA. 34+43.41 TO STA. 38+90.79 LONGFELLOW AVE., LOVE CT., LYDIA CT., KATIE CT. & SHORT CT. 11 LYDIA COURT PLAN & PROFILE PH. 4 notifies onlythose utilities i _ CHAOTE ST - STA 2+88.00 TO STA 8+95.91 12 CHADTE STREET PLAN & PROFILE PH. 4 & 5 ca belongin to �,��••� S.a � T.I. = 7.5 (R-VALUE 22) NIGHTHAWK PASS - STA. 38+90.79 TO STA. 62+47.05 CHANNEL ST. - STA. 26+19.49 TO STA. 41+55.66 13 KATIE COURT & SHORT COURT PLAN & PROFILE PH. 5 the center. There could be other ueilities WILLIAM D. KELLE'R DATE s, AC = 0.36' OVER BASE = 1.05' T.I. = 6.5 R - VALUE 22 CHADTE ST. - STA. 1+00.00 TO STA. 2+88.00 14 CHANNEL STREET PLAN & PROFILE OFFSITE present at the work site. The center will R.C.E. 44341 l' CJV1�. ( ) - q T.I. = 5.5 (R - VALUE 22) 15 CHANNEL STREET PLAN & PROFILE OFFSITE&PH. 5 inform you of whom they will notify. EXP 6w3D:-05 OF CA � AC = 0.30 OVER BASE = 0.85 �• 2 49,0 AC = 0.25' OVER BASE = 0.70' 16 CHANNEL STREET PLAN & PROFILE PH. 5 NOTE: I I•Z3F 5-Z6-0f ADDED 0VT'1?AAlcE Rare T1z Z143z rF0/006z EAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: I.P. N0. 990016, 9900179 990018 SHEET NO. WORK CONTAINED WITHIN THESE PLANS sIL7EwAL1c5 E Sreccr Avis-- 5HT5 1¢ is 1 o�Ess TRANSPORTATION DEPARTMENT FESS R Qao ',N IRVINE, INC COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN P N � MS 3 ` a.q 'A �\ APPROVED BY: HuonLF q< A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE SCHEDULE A 1 � T S INLAND EMPIRE REGION 1 w F ENCROACHMENT PERMIT AND/OR 4 DO `�� `� y�q �yN �� .,� r°yeti` 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY.45' N OF C LERANCHO CALIF. RD. IN AN IMPROVEMENT PLANS N � j��, � � FLUSH / STREET GRADING PERMIT HAS BEEN ISSUED. NO. 33950 r1-4 xi 1`� a ND. 58020 RIVERSIDE CA 92504 (9091352-7200 UNIMPROVED AREA fit' W. of UTILITY POLE 1751190E TRACTS 23067-3, 23067�-�-4, & 23067-r-5 ra ,,t rn PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS }) f' w EXP, 6/30/02 / HAL A- OTHMAN, R.C. . 33950 EXP.: s 30/02 DATE a EXP, 6/30/02 OF 1 6 SHTS. The pr*de engineer� these P� is mW for � Me =wuq � � / � � PREPARED BY: 8020 INDEX MAP �; FOR W.O. COUNTY and acce#b&l ty of the d*n hereon. h the event of d�scrgvvncres ansirq offer ��, �� 9 �ti�/ R.C.E.RCN . Y J the a kxw shah be T q rvn- x"01 or dul�q ��' � MARK BY DATE APPR. DATE �9 F o�� tvn- �' Nib r f acceptable solution or the for �- cA��F 1 /d o� CALI � SCALE: FILE N0. or determ#W an accept rev�srng� plor>s gvprvrn/by REVISIONS ��`�� -� o H: AS SHOWN V: AS SHOWN CENTEX HOMES 919-23067 the county. ENGINEER COUNTY RECOM DED B• /r 1^h ;rti c t•r r h �i DATE PAUL R HUDDLESTON, JR. R.C.E.58020 DAT .�. 411' �, �+►,. WATER QUANTITIES ESTIMATE OF STORM DRAIN QUANTITIES -E- E T IMPR 0 VEMEN T PLA NS STR. ONSITE TRANS. TRANS. QTY. UNIT LEGEND DESCRIPTIONQUANTITY QUANTITY TOTAL No DESCRIPTION ONSITE OFFSITE QUANTITY UNI FOR "'" ""'"` 3 2364 L.F. INSTALL 8" C900 P.V.C., CLASS 80 INST. 18" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 481 267 748 L.F.TRACT NUMBER 23067 150 PIPELINE 81 INST. 24" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 8 8 L.F. 82 INST. 30" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 8 8 L.F 8 EA. loft INSTALL 8" RESILIENT WEDGE 83 INST. 36" R.C.P. CLASS IV (SEE PROFILE FOR D--LOAD) 547 519 1,066 L.F. 2 VALVE (FxGT, FxF) - 84 INST. 42" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 544 544 L.F. EA. INSTALL 8" PLUG VALVE (HIGH 86 INST. 48" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 0 0 L.F. 3 PRESSURE SYSTEMS ONLY) 87 INST. 54" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 0 0 L.F. NOTE: THE QUANTITIES SHOWN ON THIS 88 INST. 60" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 0 0 L.F SHEET ARE FOR INDIVIDUAL PHASE EA. INSTALL 16" FLANGED GATE VALVE (FxF) 91 CONST. C.B. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. CB 100 1 0 1 EA. BONDING ONLY. THE COMPLETE 92 CONST. J.S. NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. NO. JS 229 0 0 0 EA. CONSTRUCT 6" RESIDENTIAL FIRE 93 CONST. J.S. NO. 2 PER R.C.F.C. & W.C.D. STD. DING. NO. JS 227 1 1 2 EA. LIST OF STREET QUANTITIES FOR 8 EA. s HYDRANT ASSEMBLY 94 CONST. M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251 1 0 1 EA. CONSTRUCTION PURPOSES IS O CONSTRUCT 6" "SUPER" FIRE 95 CONST. M.H. NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 254 0 1 1 EA. SHEET 1 . 2 EA. 6 HYDRANT ASSEMBLY 96 CONST. M.H. NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 252 1 1 2 EA. 97 CONST. CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M 803 2 1 3 EA. NOT USED 100 CONST. PIPE HEADWALL, ENDWALL & WARPED WINGWALLS PER CALTRANS STD. 2 0 2 EA. PLAN D86-B, AND TRASH RACK PER L.A.C.D.P.W. STD. PLAN 3089---0 1 101 CONST SLOPE ANCHOR PER DETAIL ON SHEET NO. 6 0 0 0 EA. 1 CONSTRUCT 1" AIR AND VACUUM 102 REMOVE PLUG AND JOIN EXISTING 1 0 1 EA. 4 EA. RELEASE ASSEMBLY _. PDRTION Df� I107 CONST. INLET TYPE X PER R.C.F.C. & W.C.D. STD. DWG. N0_ CB 108 0 0 0 EA. PARC-r-L 5 CONSTRUCT 11" COPPER WATER 110 CONST. ENERGY DISSIPATOR PER A.P.W.A. STD. PLAN 384-1 (W=14) 0 0 0 EA. 61 EA. SERVICE ASSEMBLY 111 CONST. RIP-RAP PER DETAIL ON SHEET N0. 5 25 0 25 C.Y. 112 CONST. RIP-RAP PER DETAIL ON SHEET NO. 8 0 D 0 C.Y. 2 EA. INSTALL 8"x8"x8" CAST IRON TEE 10 INSTALL WIRE TEST STATION E°`• 11 SEWER QUANTITIES \ .� INSTALL 8"x8"x8"x8" DUCTILE 0 EA. IRON CROSS ITEM UNIT ONSITE OFFSITE TOTAL Cn 12 \ PARC-EL NIAP 24313-7CONSTRUCT 12" SEWER MAIN L.F. 0 2241 2,241 �? 2 �. INSTALL DUCTILE IRON END CAPS \ 13 (SIZE AS NOTED ON PLANS) CONSTRUCT 10" SEWER MAIN L.F. 436 1500 1 ,936 0 \ CONSTRUCT 8" SEWER MAIN L.F. 958 0 958 3 EA. 14 INSTALL BLIND FLANGE (SIZE AS CONSTRUCT 4" SEWER LATERAL L.F. 1,883 0 1,883 w \ NOTED ON PLANS) rr SEWER WYE OR CUT-IN EA. 54 0 54 Cn .. INSTALL HOT-TAPPING SLEEVE - iq 4 EA. 15 (SIZE AS NOTED ON PLANS) CONSTRUCT MANHOLE EA. 8 21 29 w PP0� ra0�� Oj� 61 REMOVE PLUG & JOIN EXISTING SEWERLINE EA. 1 0 1 \ INSTALL TAPPING FLANGE OUTLET " N 16 (SIZE AS NOTED ON PLANS) 8 END CAP EA. 1 10 11 - REMOVE & REPLACE A/C S.F. 0 10107 1,107 0 11 EA. D- CONS RUCT CONCRETE THRUST a \ 17 INSTALL 8 90 DUCTILE IRON SEWERQUANTITIES FROM ELBOW TRACT NO. 23067-2 I F NEEDED CONSTRUCT 8" SEWER MAIN L.F. 527 5 \ 2 EA. 19 INSTALL 8" 45 DUCTILE IRON ELBOW CONSTRUCT MANHOLE EA. 3 C) TYP. �, \ 20 1 EA. 20 INSTALL 8" 22-1/2' DUCTILE PHASE 3 PHASE 3 PHASE 3 '�'--' IRON ELBOW CONSTRUCTION NOTES \ ONSITE OFFSITE TOTALoe �.., F-r 1 CONSTRUCT 0.25' A.C. WITH SEALCOAT 1,431 TON 0 TON 1,431 TON � EA. 21 INSTALL 8" 1 1-1/4' DUCTILE 0.70' A.B. CL II WITH PRIMECOAT 2,061 CY 0 CY 2,061 CY \ i IRON ELBOW �2 ----- CONSTRUCT 0.30' A.C. WITH SEALCOAT 0 TON 0 TON O TON 0.85' A.B. CL II WITH PRIMECOAT 0 CY 0 CY 0 CY INDEX A4A PCONSTRUCT 4" AIR AND VACUUM 00 30 31 T ��, ��]'�•,� 1 EA. 22 RELEASE ASSEMBLY 3 CONSTRUCT 6" TYPE "A-6" CURB PER RIVERSIDE 4,180 LF 300 LF 4,480 LF COUNTY STANDARD NO. 201. 0 100 200 400 600 800 2 2 INSTALL BLUE RETRO CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD 20,418 SF 1,800 SF 22,218 SF A 9 EA. 23 REFLECTIVE PAVEMENT MARKER NO. 401. (INCLUDES OFF-SITE) LLJ 33 2 421 SF 0 SF 2,421 SF fi CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY rf _ 34q S� STANDARD NO's. 209 & 209A. ASS w IN FEET ) 35 sF 0 L.F. - INSTALL 8" C900 P.V.C., CL 1 inch - 200 it. 2 7 �,� 24 200 PIPELINE �7�-- - CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY 8 EA 0 EA 8 EAEL 000 STANDARD NO. 403. �►��p� 1 EA.� 18 19 20 40 ,� INSTALL 16"x8" DUCTILE IRON 8 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY 11 ,600 SF 0 SF 11,600 SF C-)� D 16 17 42 � REDUCER STANDARD NO. 207. 14 i5 �'� ,4,q - INSTALL STREET LIGHT PER RIVERSIDE COUNTY STANDARD 12 EA 0 EA 12 EA k 12 13 INSTALL 30"x30"x8"x8" DUCTILE NO. 1000. 46 i 10 i1 - 48 47 � 1 EA. � 26 IRON CROSS 10 ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. 33 EA 23 EA 62 EA � 4 9 12 REMOVE EXISTING BARRICADE. 0.5 EA 0.5 EA 1 EA 8 50 49 �� " o 7 CONSTRUCT 2 AIR AND VACUUM z 6 Z 53 52 51 NOTE: R-VALUES AND PAVEMENT SECTIONS 1 EA_ 2 13 REMOVE AND REPLACE EXISTING A.C. PAVEMENT. 585 SF 61 SF 646 SF � ARE PRELIMINARY UNTIL SUCH TIME ASA � RELEASE ASSEMBLY F F 60 LF LiJ 5 1 0 FINAL SOILS ANALYSIS IS COMPLETE 14 SAWCUT AND REMOVE EXISTING A.C. BERM. 30 L 30 L y 5 5 " 57 DURING ROUGH GRADING. 15 SAWCUT AND REMOVE EXISTING 6CURB & GUTTER. 253 LF 0 LF 253 LF 58 U 459 20 lop 17 SEE SIGN & STRIPING PLAN FOR R-1 "STOP" SIGN 4 EA 0 EA 4 EA r, Underground Service Alert 3 TY'. 1 1 ACCESS ACCESS AND PAINT STOP BAR & STOP LEGEND. w 2 R 18 INSTALL STREET LIGHT PER RIVERSIDE COUNTY 4 EA 0 EA 4 EA Call: TOLL FREE 1 BI R 6s 88 so � . '/ R R STANDARD N0. 1001. �• a 1' 1 22' 2' 22' 32' 1' 1 10' 20' 20 10' 2p --- 19 INSTALL STREET NAME SIGNS PER RIVERSIDE COUNTY 4 EA 0 EA 4 EA • rn, � � 24 STANDARD NO. 816. . 1�800 2 � 2�-- � 1 � , 7 ?= 2% 2V 1.7y X 20 INSTALL STREET TREE PER GENERAL NOTE 14. 96 EA 0 EA 96 EA 227 . _ •_Nino FEATHER A.C. PAVEMENT 2' TO MATCH. 402 LF 61 LF 463 LF 26�� 6 Sidewalk Curb & Gutter 6, Sidewalk O Curb & Gutter 22 REMOVE EXISTING BROW DITCH. 30 LF 30 LF 60 LF TYPICAL SECTION MT..S. 23 CONST. UNDER SIDEWALK DRAINAGE STRUCTURE PER 3 EA 0 EA 3 EA TWO WORKING DAYS BEFORE YOU DIG TYPICAL SECTION N.T.S. RIVERSIDE COUNTY STANDARD NO. 303. BUTTERFIELD STAGE RD., CALLE BANUELOS, 24 CONSTRUCT 0.36' A.C. WITH SEALCOAT 232 TON 230 TON 462 TON "CAUTION": Remember that the USA Center NIGHTHAWK PASS - STA. 34+43.41 TO STA. 38+90.79 LONGFELLOW AVE., 1.05' A.B. CL II WITH PRIMECOAT 347 CY 345 CY 692 CY notifies only those utilities belongingt to T.1. = 7.5 (R-VALUE 22) 25 - CONST. GATE PER R.C.F.C. & W.C.D. STD. DWG. NO. M801 . 1 EA 0 EA 1 EA o the center. There could be other u ilities • present at the work site. The center will AC = 0.36 OVER BASE = 1.05 inform you of whom they will notify. MT.I. = 5�5 (R VALUE 22) AC = 0.25 OVER BASE = 0.70 NOTE: W D SEAL-COUNTY COUNTY OF RIVERSIDE SEAL---ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: TRACT 23067-3, I. P. ILIO. 990016 SHEET NO. WORK CONTAINED WITHIN THESE PLANS ' FEss°a TRANSPORTATION DEPARTMENT 01ja sz, IRVINE INC COUNTY OF RIVERSIDE QQd �� APPROVEDQ �'�� A BRASS DISK STAMPED RN. CO. SUR. T-27-81 IN CONCRETE a quDD l ,s,, BY: H [ SCHEDULE A 1 A SHALL NOT COMMENCE UNTIL AN �� vey4q Esq, Fel INLAND EMPIRE REGION FLUSH t0.3 MI. CY. of BUTTERFlEID STAGE RD. t12' W. of v ENCROACHMENT PERMIT AND/ORA ��' ��' �Yq �y ��'�.. °y �� 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN STREET IMPROVEMENT PLANS i GRADING PERMIT HAS BEEN ISSUED. �� z a NO. 58020 RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA #2' W. OF UTILITY POLE #1751190E rn NO. 33950 M rn PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS ELEVATION = 1230.56 1 6 The a ineer tfiese is sbk for ass the a EXP, 6/30/02 HALE OTHMAN, R.C.E. 33950 EXP.: 6/30/02 DATE t�a EXP. 6/30/02 � OF SHTS. 1' v, PREPARED BY: 5$020 INDEX MAP o and acceptabrlrty of the design hereat. �6n the went of discrgrm►acIN among after l ��, �� ► ti�� R.C.E. N0. carr algnvd or g mins6w on, the prnnte engixw shard be reVmskk MARK BY DATE APPR. DATE h 9T crvr- �� 9�F �rvn- FOR W.O. COUNTY solution or the ns for F vF CA�11 Z.� l 1 /� of• CAS_,, � ;' w t SCALE: FILE NO. .,. for detem*hq an occeptabk revi�ng pk approrrl by REVISIONS �� H: AS SHOWN V: AS SHOWN CENTEX HOMES 919-23067 the cams. ENGINEER COUNTY RECOWENDED j e J5n f r me er-h Cor V DATE PAUIO. HUDDLESTON, JR. R.C.E.58020 DATE WATER Q ANTITIES ESTIMATE OF STORM DRAIN QUANTITIES STRI E- ET IMPRO VEME- NT PLANS TRANS. TRANS. g" °�'� 3§A-L UNIT LEGEND DESCRIPTION QUANTITY QvANrlTY rorA� n. TY NO DESCRIPTION ONSITE OFFSITE QUANTITY UN! 1379 311 1,690 L.F. INSTALL LC 150 PIPELINE 900 P.V.C., CLASSFOR TRACT NUMBER 23067 4 80 INST. 18" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 1137 57 1,194 L.F. 1 81 INST. 24" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 913 0 913 L.F. 82 INST. 30" R.C.P. CLASS 1V (SEE PROFILE FOR D-LOAD) 0 8 8 L.F. 23 24 47 EA. INSTALL 8" RESILIENT WEDGE 83 INST. 36" R.C.P. CLASS fV (SEE PROFILE FOR D-LOAD) 1378 0 1,378 L.F. 2 VALVE (FxGT, FxF) 84 INST. 42" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 544 0 544 L.F. EA. INSTALL 8" PLUG VALVE (HIGH 86 INST. 48" R.C.P. CLASS fV (SEE PROFILE FOR D-LOAD) 0 0 0 L.F. 3 PRESSURE SYSTEMS ONLY) 87 INST. 54" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 0 0 L.F. 88 INST. 60" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 0 0 L.F. -' INSTALL 16" FLANGED GATE , EA. 4 VALVE (FxF) 91 CONST. C.B. NO. 1 PER R.C.F.C. do W.C.D. STD. DWG. N0. CB 100 11 1 12 EA. 92 CONST. J.S. N0. 4 PER R.C.F.C. & W.C.D. STD. DWG. N0. J5 229 0 0 0 EA. CONSTRUCT 6" RESIDENTIAL FIRE NOTE.* THE QUANTITIES SHOWN 0 THIS 93 CONST J.S. No. 2 PER R.C.F.C. & W.C.D. STD. DWG. No. JS 227 5 _ 0 5 EA 1 22 22 EA. 5 HYDRANT ASSEMBLYSHEET ARE FDR INDIVIDUAL PHASE 94 CONST. M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251 8 0 8 EA. 95 CONST. M.H. NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. N0. MH 254 3 0 3 EA. CONSTRUCT 6" "SUPER" FIRE BONDING ONLY. THE COMPLETE 13 13 EA. 6 HYDRANT ASSEMBLY ` 96 coNsr. M.H. No. 2 PER R.C.F.C. & W.C.D. STD. DWG. N0. MH 252 4 0 4 EA. LIST OF STREET QUANTITIES FOR 97 CONST. CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. No. M 803 8 1 9 EA. NOT USED 1 PORTJON Dj;� PA/ rqC_r..L -1-5 1 CONSTRUCTION PURPOSES IS DN 100 CONST. PIPE HEADWALL, ENDWALL & WARPED WINGWALLS PER CALTRANS STD. 1 0 1 EA. PLAN D86-8, AND TRASH RACK PER L.A.C.D.P.W. STD. PLAN 3089-0 SHEET 1 . EA. 101 CONST. SLOPE ANCHOR PER DETAIL ON SHEET NO. 6 0 0 D CONSTRUCT 1'o AIR AND VACUUM , - 0 -�� 11 13 24 EA. 8 RELEASE ASSEMBLY 102 REMOVE PLUG AND JOIN EXISTING 0 0 EA. 107 CONST. INLET TYPE X PER R.C.F.C. & W.C.D. STD. DWG. NO. CB 108 0 0 0 EA. CONSTRUCT 11" COPPER WATER ~ ~� 110 CONST. ENERGY DISSIPATOR PER A.P.W.A. STD. PLAN 384-1 (W=14) 0 0 0 EA. 94 40 134 EA. SERVICE ASSEMBLY �� 111 CONST. RIP-RAP PER DETAIL ON SHEET NO. 5 148 0 148 C.Y. ` Qry• 112 CONST. RIP-RAP PER DETAIL ON SHEET NO. 8 0 0 0 C.Y. 5 8 13 EA. INSTALL 8"x8"x8" CAST IRON TEE �� r� 10 cy'�N EA INSTALL WIRE TEST STATION QFC 11 Sr 2 0 1-_ 2 Eq INSTALL 8"x8"x8"x8" DUCTILE , 15 SEWER QUA NTITI ES 0 12 IRON CROSSCn PARC-ELJ�J'1 AP 24387 ITEM UNIT ONSITE OFFSITE TOTAL 6 6 12 EA. INSTALL DUCTILE IRON END CAPS �� o 13 (SIZE AS NOTED ON PLANS) CONSTRUCT 12 SEWER MAIN L.F. 0 2241 2,241 ,,r, CN CONSTRUCT 10" SEWER MAIN L.F. 888 2024 2,912 Ln 0 0 0 EA. 14 INSTALL BLIND FLANGE (SIZE AS NOTED ON PLANS) �'j• CONSTRUCT 8" SEWER MAIN L.F. 2867 1358 4,225 CONSTRUCT 4" SEWER LATERAL L.F. 3020 459 3,479 INSTALL HOT-TAPPING SLEEVE -rflCT NO. 23()87- � 0 0 o EA. 15 (SIZE AS NOTED ON PLANS) - SEWER WYE OR CUT--IN EA. 78 46 124 PORTJON DJ:� PARC-r-L �� CONSTRUCT MANHOLE EA. 23 29 52 EA INSTALL TAPPING FLANGE OUTLET \ - 16 (SIZE AS NOTED ON PLANS)" REMOVE PLUG & JOIN EXISTING SEWERLINE EA. 0 0 0 3: Q •�� 18 19 20 2i 22 23 8" END CAP EA. 0 10 10 0 15 10 25 EA. CONSTRUCT CONCRETE THRUST N T W i6 i z4 25 1 BLOCK 6 14 15 REMOVE & REPLACE A/C S.F. 0 1,107 11107 i2 i3 � 18 " \ B 7 8 9 10 11 ELBOW INSTALL 8 90' DUCTILE IRON 4 5 9 2B EA. _ i 2 3 35 34 33 32 31 ' 94 j38 30 29 _ o z8 0 2 2 EA. 19 INSTALL 8" 45' DUCTILE IRON 91 92 93 27' ELBOW g 90 B1 B 2 49 r4_ 88 7Q 3 82 38 39 40 41 Lij 4z 20 c ` 86 72 71 BS04 3 48 43 44 w 0 0 0 EA. --� INSTALL 8" 22-1/2` DUCTILE 87 59 PHASE 4 PHASE 4 PHASE 4 IRON ELBOW 86 73 _ 47 CONSTRUCTION NOTE 74 s7 � 5H r 45 ONSITE OFFSITE TOTAL Q 21 " 84 75 r 1 65 57 55 46 -�� 11 0)_ CONSTRUCT 0.25' A.C. WITH SEALCOAT 2,671 TON 710 TON 3,381 TON EA. �--� INSTALL 8 11-1/4 DUCTILE 78 66 56 0.70' A.B. CL II WITH PRIMECOAT 3,847 CY 1,022 CY 4,869 CY IRON ELBOW � 83 77 2a- - - CONSTRUCT 0.30' A.C. WITH SEALCOAT 1,023 TON 2,042 TON 3,065 TON " �� 8 0.85' A.B. CL II WITH PRIMECOAT 1 ,491 CY 2,976 CY 4,467 CY 00 CONSTRUCT 4 AIR AND VACUUM ti I, 79 0 0 0 EA. 22 RELEASE ASSEMBLY 80 7�L4C r NO, 23067- 03 - CONSTRUCT fi" TYPE "A-6" CURB PER RIVERSIDE 9,358 LF 726 LF 10,084 LF N v 20 COUNTY STANDARD NO. 201. Q ` SV 1 INSTALL BLUE RETRO Tw. �- CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD 48,137 SF 4,356 SF 52,493 SF 27 11 38 EA. 23 REFLECTIVE PAVEMENT MARKER NO. 401. (INCLUDES OFF-SITE) � - 6 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY 3,408 SF 0 SF 3,408 SF " STANDARD NO's. 209 & 209A. 4661 904 7,565 L.F. INSTALL 8C900 P.V.C., CLASS 2414 EA 0 EA 14 EA a 7 CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY 200 PIPELINE W _ STANDARD NO. 403. Q 8 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY 17,432 SF 0 SF 171432 SF 0 2 2 EA INSTALL 16"x8* DUCTILE IRON 2 REDUCER STANDARD NO. 207. INDEX MAP9 --- INSTALL STREET LIGHT PER RIVERSIDE COUNTY STANDARD 27 EA 0 EA 27 EA INSTALL 30"x30"x8"x8'° DUCTILE N0. 1000. 0 0 0 EA. 26 IRON CROSS 0 100 200 400 600 800 10 ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. 89 EA 20 EA 109 EA 12 REMOVE EXISTING BARRICADE. 0 EA 1 EA 1 EA o CONSTRUCT 2" AIR AND VACUUM NOTE: R-VALUES AND PAVEMENT SECTIONS 13 REMOVE AND REPLACE EXISTING A.C. PAVEMENT. 0 SF 576 SF 576 SF = 0 0 0 EA. RELEASE ASSEMBLY ARE PRELIMINARY UNTIL SUCH TIME AS A ( IN FM W FINAL SOILS ANALYSIS IS COMPLETE 1 inch = 200 & 14 SAWCUT AND REMOVE EXISTING A.C. BERM. 30 LF 30 LF 60 LF DURING ROUGH GRADING. 16' 16' 15 SAWCUT AND REMOVE EXISTING 6" CURB & GUTTER. 0 LF 119 LF 119 LF U ACCESS ACCESS 17 SEE SIGN & STRIPING PLAN FOR R-1 "STOP" SIGN 7 EA 0 EA 7 EA Underground Service Alert ACCESS AC ESS 16PHANNEL STCHANNEL ST z � AND PAINT STOP BAR & STOP LEGEND. ACCESS R 18 INSTALL STREET LIGHT PER RIVERSIDE COUNTY 0 EA 0 EA 0 EA • Call: TOLL FREE R 66'/88' R R PASS NIGHTH R R _ STANDARD NO. 1001. �• • 1' 1 ' 22'Z32' 22"/32' 11' 1 10' 20' 20' 10' 11 22 11 0*_ INSTALL STREET NAME SIGNS PER RIVERSIDE COUNTY 7 EA 0 EA 7 EA X '" • 1�800 2% 2 2 1 2% STANDARD NO. 816. X 2% 2& 2%2% 2 � 1-7r 7 � 20 INSTALL STREET TREE PER GENERAL NOTE 14. 143 EA 0 EA 143 EA o z 227�2600 . . T 2' TO MATCH. 21 FEATHER A C PAVEMENT 0 LF 284 LF 284 LF 6 Sidewalk Q �3 Curb & Gut#er 6'.Sidewalk 5 3 Curb & Gut#er 6' Sidewalk� �3 Curb & Gutter Q � 22 REMOVE EXISTING BROW DITCH. 0 LF 60 LF 60 LF TYPICAL SECTION N.T.S. 23 CONST. UNDER SIDEWALK DRAINAGE STRUCTURE PER 3 EA 0 EA 3 EA TWO WORKING DAYS BEFORE YOU DIG TYPICAL SECTION N.r.s- TYPICAL SECTION N.TS. RIVERSIDE COUNTY STANDARD NO. 303. LEONA CT ABBEY RD., 24 CONSTRUCT 0.36' A.C. WITH SEALCOAT 73 TON 379 TON 452 TON > NIGHTHAWK PASS -- STA. 34+43.41 TO STA. 38+90.79 CHANNEL ST. - STA. 10+00.00 TO STA. 26+19.49 AYE-, LOVE CT., LYDIA CT., 1.05 A.B. CL II WITH PRIMECOAT 109 CY 569 CY 678 CY �. „ nunrri 1111�L CAUTIQN Remember that the USA Centerell me:Fc- notifies only those utilities belongingt to T.I. = 7.5 (R-VALUE 22) CHANNEL ST. - STA. 26+19.49 TO STA. 41+55.66 the center. There could be other u il�t9 NIGHTHAWK PASS - STA. 38+90.79 TO STA. 62+47.05 45 _ CONST. GATE PER R.C.F.C. & W.C.D. STD. DWG. No. M801. 0 EA 0 EA 0 EA present at the work site. The center will AC = 0.36 OVER BASE = 1.05 T.I. = 6.5 (R - VALUE 22) AOTESTAL in you of whom the will notify. AC = 0.30' OVER BASE = 0.85' T.I. = 5'5 (R --� VALUE 22) y y AC - 0.25 OVER BASE = 0.70' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER ` HUNSAKER & ASSOCIATES BENCHMARK: TRACT 23067-4, I. P. NO, 990017 SHEET No. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENTCS , Qao �NIRVINE INC _ COUNTY OF RIVERSIDEo QpFESS \�� r NOT COMMENCE UNTIL AN e A. Y APPROVED BY: NU�Lf A� EMPIRE REGION A BRASS DISK STAMPED RB TE SUR. TAG R IN CONCRETE SCHEDULE A 1 B SHALL o Co �� r w s INLAND Fl - t,2 W. OF 4, c^ tA FLUSH t0.3 MI. WLY. OF BUTTERFIELD STAGE RD cv ENCROACHMENT PERMIT AND/ORA �� sP by Fy rw��., �y ti�11 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. f45' N. OF C/L RANCHO CALIF. RD. IN AN STREET IMPROVEMENT PLANS GRADING PERMIT HAS BEEN ISSUED. y j � a z RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA f2' W. OF UTILITY POLE #1751194E cn NO. 33950 r,Y ��`� „ NO. 58020 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS ELEVAnON 1230.56 is for the a EXP. 6/30/02 / H A. OTHMAN, R.C.E. 33950 EXP.: 6/30/02 DATE a EXP, 6/3a/o2 of 1 5 SHTS. N prWe eng�rteer ** these P m* 9 PREPARED BY: INDEX MAP 0 and arx*obffl� of Me design hereat. In the event of �ciWxir- arising after ��, Q � ti�� R.C.E. N0. 58020 9 �~ 9� Crvri- FOR W.O. COUNTY county app�rol�l or during constnaetian, the prirnte er�gat4er sltaill be re�oons;�le MARK BY DATE APPR. DATE \ CIVn. F Fpr- YF� SCALE: FILE NO. ea& for detennwj an ar:ceptablle soluboon or revwj the plans for gvprnval< by REVISIONS' c A►-Z � 1! r d cc A �- AS SHOWN AS SHOWN CENTEX HOMES 919--23067 Me county. ENGINEER COUNTY REC MENDED > �..� ,,, C r;... C� TE PAUL HUDDLESTON, JR. R.C.E.58020 D H: V: i WATER_ QUANTITIES ESTIMATE of STORM DRAIN QUANTITIES TRANS. TRANS. ONTE 'n 1 A L UNIT LEGEND DESCRIPTION QUANTITY TITYQAITY TOTAL STREET IMPROVEMENT PLANS QTY. OTY. C". rNSTOFFSITEs QvANrIrY uNlr 0 0 0 L.F. 1 INSTALLS" C900 P.V.C., CLASS FOR TRACT NUMBER 23067 5 80 INST. 18" R.C.P. CLASS�IV (SEE PROFILE FOR D-LOAD) 146 190 336 L.F. 150 PIPELINE 81 1NST. 24" R.C.P. CLASS N (SEE PRQFILE FOR D-LOAD) 0 263 263 L.F. 82 INST, 30" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 89 362 451 L.F. 6 18 24 EA. INSTALLS" RESILIENT WEDGE 83 INST. 36" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 411 411 L.F. 2 VALVE (FxGT, FxF) -- --- 84 INST. 42" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 592 592 L.F. EA. PRESSURE 8" PLUG VALVE (HIGH 86 INST. 48" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 0 0 L.F. 3 PRESSURE SYSTEMS ONLY) 87 INST. 54" R.C.P. CLASS IV (SEE PROFILE FOR D-LOAD) 0 0 0 L.F. 88 INST. 60" R.C.P. CLASS IV (SEE PROFILE FOR D---LOAD) 0 0 0 L.F. INSTALL 16" FLANGED GATE 91 CONST. C.B. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. CB 100 6 4 10 EA. VALVE (FxF) NOTE: THE QUANTITIES SHOWN ON THIS CONST. J.S. N0. 4 PER R.C.F.C.F.C. & W.C.D. STD. DWG. N0. JS 229 EA. 92 0 0 0 CONSTRUCT 6" RESIDENTIAL FIRE I SHEET ARE FOR INDIVIDUAL PHASE 93 CONST J.S. NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. JS 227 2 p 2 EA. 13 13 EA. HYDRANT ASSEMBLY BONDING ONLY. THE COMPLETE 94 CONST. M.H. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 251 1 2 3 EA. CONSTRUCT 6" "SUPER" FIRE LIST OF STREET QUANTITIES FOR 95 CONST. M.H. NO. 4 PER R.G.F.C. & W.C.D. STD. DWG. NO. MH 254 0 2 2 EA. 8 8 EA. 6 HYDRANT ASSEMBLY 96 CONST. M.H. NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH 252 0 3 3 Fes►. CONSTRUCTION PURPOSES IS O 97 CONST. CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M 803 4 3 7 EA. I J NOT USED PORTION 0PARC-EL J-5 SHEET 1 10 CONSTPIPE HEADWALL ENDWALL & WARPED WIN WALLS PER CALTRANS STD. p 1 1 EA. PLAN D86-B, AND TRASH RACK PER L.A.C.D.P.W. STD. PLAN 3089-0 101 CONST. SLOPE ANCHOR PER DETAIL ON SHEET NO. 6 o 0 0 EA. CONSTRUCT 1" AIR AND VACUUM 1 REMOVE PLUG AND JOIN EXISTING EA. 5 11 16 EA. � 102 0 0 0 8 RELEASE ASSEMBLY 107 CONST. INLET TYPE X PER R.C.F.C. & W.C.D. STD. DWG. NO. CB 108 3 0 3 EA. 66 40 106 EA. CONSTRUCT 1" COPPER WATER 110 CONST. ENERGY DISSIPATOR PER A.P.W.A. STD. PLAN 384-1 (W=14') 1 0 1 EA. k- nio SERVICE ASSEMBLY \ CONST. RIP-RAP PER DETAIL ON SHEET NO. 5 C.Y. Ill 1s1 0 1s1 112 CONST. RIP-RAP PER DETAIL ON SHEET NO. 8 p p p G.Y. INSTALL 8"x8"x8" CAST IRON TEE ~ ~~� r� 2 8 10 EA. EA. INSTALL WIRE TEST STATION 11 Typ, 71:?A CT JID. 23067,--620 INSTALL 8"x8"x8"x8" DUCTILE SI- 15 7 88 4p o 0 0 0 EA. IRON CROSS ` 41 0 12 z r�� 24313-743 SEWER QUANTITIES rPPv.�� MAP � 44 45 47 48 49 50 2 6 $ +, INSTALL DUCTILE IRON END CAPS 51 E . 13 ffi 52 (SIZE AS NOTED ON PLANS) ITEM UNIT ONSITE OFFSITE TOTAL 53 � 2634 54� CONSTRUCT 12" SEWER MAIN L.F. 0 2198 2,198 n 2 0 2 EA. 14 INSTALL BLIND FLANGE (SIZE AS 33 25LLJ NOTED ON PLANS) �- Cy 27 55 CONSTRUCT 10" SEWER MAIN L.F. 1335 0 1,335 F., 32 24 .2D 19 18 17 5Q cr w CONSTRUCT 8" SEWER MAIN L.F. 489 356 845 INSTALL HOT-TAPPING SLEEVE w 28 59 BO B1 0 0 0 EA. 15 (SIZE AS NOTED ON PLANS) PORTION - cn 31 57 58 62 B364 6566 CONSTRUCT 4" SEWER LATERAL L.F. 1,905 0 1,905 V V .23 15 1 - � INSTAL TAPPING FLANGE 30 29 11 12 13 14 SEWER WYE OR CUT--IN EA. 56 0 56 � �. L G LA GE OUTLET 7 8 9 10 MEET 7 N 16 (SIZE AS NOTED ON PLANS) 4 5 e CONSTRUCT MANHOLE EA. 15 12 27 1 2 3 REMOVE PLUG & JOIN EXISTING SEWERLINE EA. 0 0 0 4 10 14 EA. D,--� CONSTRUCT CONCRETE THRUST �� c� W or_, BLOCK PASS ��T 6 20 8" END CAP EA. 0 6 6 18 EA INSTALL a" 90' DUCTILE IRON TRACT f 1fO, 23067--,423067--,4REMOVE & REPLACE A/C S.F. 0 1,107 1,107 ELBOW 0 2 2 EA. 19 INSTALL 8" 450 DUCTILE IRON g ELBOW 0 w cn 0 0 0 EA. 24 INSTALL 8" 22-1/2" DUCTILE IRON ELBOW PHASE 5 PHASE 5 PHASE 5 CONSTRUCTION NOTESW ONSITE OFFSITE TOTAL EA. 21 INSTALLS" 11--1/4' DUCTILE T__ CONSTRUCT 0.25' A.C. WITH SEALCOAT 1 10 194 TON 0 TON 1 194 TON IRON ELBOW 0.70' A.B. CL II WITH PRIMECOAT 1 ,720 CY 0 CY 1,720 CY CONSTRUCT 0.30' A.C. WITH SEALCOAT 1,069 TON 2,273 TON 3,342 TON 00 CONSTRUCT 4" AIR AND VACUUM 0.85 A.B. CL II WITH PRIMECOAT 1,557 CY 3,313 CY 4,870 CY 0 0 0 EA. 22 RELEASE ASSEMBLY 3 CONSTRUCT 6" TYPE "A--6" CURB PER RIVERSIDE 5,436 LF 3,705 LF 9,141 LF COUNTY STANDARD NO. 201. INSTALL BLUE RETRO 7 11 18 EA. 23 REFLECTIVE PAVEMENT MARKER `1015 ----- CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD 27,099 SF 22,566 SF 49,665 SF o NO. 401. (INCLUDES OFF-SITE) 1757 2230 3987 L.F. INSTALL 8" C900 P.V.C., CLASS 6 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY 3,015 SF 1,687 SF 41702 SF 24STANDARD NQ's. 209 & 209A. CL 200 PIPELINE CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY 8 EA 4 EA 12 EA � STANDARD N0. 403. o 0 2 2 EA. >,_ 2 INSTALL 16"x8" DUCTILE IRON O' 8 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY 12,220 SF 288 SF 12,508 SF REDUCERINDEX MA P .� STANDARD NO. 207. INSTALL 30"x30"x8"x8" DUCTILE -- INSTALL STREET LIGHT PER RIVERSIDE COUNTY STANDARD 15 EA 9 EA 24 EA 0 0 0 EA. R 26 IRON CROSS 0 100 200 400 600 800 N0. 1000. 10 ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. 38 EA 58 EA 96 EA [.,J� CONSTRUCT 2" AIR AND VACUUM NOTE: R-VALUES AND PAVEMENT SECTIONS 12 REMOVE EXISTING BARRICADE. 0 EA 1 EA 1 EA 0 0 0EA. RELEASE ASSEMBLY ARE PRELIMINARY UNTIL SUCH TIME AS A ( IN FEET FINAL SOILS ANALYSIS IS COMPLETE1 tach zoo ii~ 13 REMOVE AND REPLACE EXISTING A.C. PAVEMENT. 0 SF 576 SF 576 SF DURING ROUGH GRADING. 14 SAWCUT AND REMOVE EXISTING A.C. BERM. 0 LF 60 LF 60 LF Lj 1 1 6 '6' ACCESS ACCESS 15 SAWCUT AND REMOVE EXISTING 6" CURB & GUTTER. 0 LF 119 LF 119 LF Underground Service Alert ' C 16 CHANNEL ST.CHANNEL ST 17 SEE SIGN & STRIPING PLAN FOR R-1 "STOP" SIGN 4 EA 2 EA 6 EA z ACCESS ACCESS 12 C�- w � Call: TOLL FREE R 66'/88' R R NIGHTHS R R 60' R AND PAINT STOP BAR & STOP LEGEND. •� 66 18 INSTALL STREET LIGHT PER RIVERSIDE COUNTY 0 EA 6 EA 6 EA 1' 1 ' 22'/32' 22'/32' 1' 1 11' 22' 11' 10' _20' 20 10' STANDARD NO. 1001. 1 �84� 24 296 2 2 1 2� 19 INSTALL STREET NAME SIGNS PER RIVERSIDE COUNTY 4 EA 2 EA 6 EA X ' 2� -� � 2X 2 ��- � X79; 17g� -�� STANDARD N0. 816. o 227_2 ,� 20 INSTALL STREET TREE PER GENERAL NOTE 14. 80 EA 0 EA 80 EA �0Q 6' Sidewalk a3 Curb & Gutter 6' Sidewalk 5 3 Curb do Gutter 6' Sidewalk Curb & Gutter 21 FEATHER A.C. PAVEMENT 2' TO MATCH. 0 LF 284 LF 284 LF a o 22 REMOVE EXISTING BROW DITCH. O LF 60 LF 60 LF TWO WORKING DAYS BEFORE YOU DIG N.r.S. TYPICAL SECTION TYPICAL SECTION N.T.S. TYPICAL SECTION N.r.s. 23 CONST. UNDER SIDEWALK DRAINAGE STRUCTURE PER 0 EA 0 EA 0 EA � itBUffERFIEED STAGE CHANNEL ST. -- STA. 10+D0.00 TO STA. 26+19.49 ABBEY ., RIVERSIDE COUNTY STANDARD NO. 303. x CAUTION : Remember that the USA Center NIGHTHAWK PASS - STA. 34+43.41 TO STA. 38+90.79 60NGFEE�OW ., KATIE CT. & SHORT CT. 24 CONSTRUCT 0.36' A.C. WITH SEALCOAT 0 TON 303 TON 303 TON notifies only those utilities belongin to T.I. = 7.5 (R-VALUE 22) CHANNEL ST - STA 26+19.49 TO STA 41+55.66 1.05' A.B. CL II WITH PRIMECOAT co the center. There could be other uilities AC = 0.36' OVER BASE = 1. 5' NIGHTHAWK PASS - STA. 38+90.79 TO STA. 62+47.05 CHAOTE ST. - STA. 1+00.00 TO STA. 2+88.00 0 CY 454 CY 454 CY z present the work site. The centr will 0 T.I. = 6.5 (R -- VALUE 22) 5 (R - VALUE 22) 25 CONST. GATE PER R.C.F.C. & W.C.D. STD. DWG. NO. M801 . 0 EA 2 EA 2 EA inform you of whom the will notify. , T.I. = 5. AC = 0.30 OVER BASE = 0.85 AC - 0.25' OVER BASE = 0.70' NOTE: SEAL--COUNTY COUNTY OF RIVERSIDE SEAL--ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: TRACT 23067--5, I.P. NO. 990018 SHEET NO. WORK CONTAINED WITHIN THESE PLANS '�, TRANSPORTATION DEPARTMENT - 'mob. ! �._ RpFESS apFESS ro IRVINE, INC COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN Q A. o�A \\ APPROVED BY: Q HuonL q� A BRASS DISK STAMPED RN. CO. SUR. T-27-81 IN CONCRETE " " o ,y� Ty w � FS �i INLAND EMPIRE REGION SCHEDULE A 1 C T F ''Y F FLUSH t0.3 MI. YYLY. OF BUTTERFlELD STAGE RD. t12 W. OF N A HM NT PERMIT AN A � � E CRO C E ER AND/OR � P /� / � •9 tic °ti y�� 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DwY. t45' N. of c/L RANCHO CALIF. RD. IN AN STREET IMPROVEMENT PLANS GRADING PERMIT HAS BEEN ISSUED. lM i /� a , z j RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA f2' w. of UnL y POLE J1751190E a N0, 33950 rti e l/ NO. 58020 r� ELEVATION 1230.56 w EXP, 6/30/02 W EXP. 6/30/02 ¢ PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS The pri►ro�te engineer** these pkm is tewsr* for assn the � / HALED OTHMAN, R.C.E. 3 950 EXP.: 6/30/02 DATE d � and obil' of the hereon. In the event of � ' ' afar 1 �n / �n � PREPARED BY: INDEX MAP OF s SHTS. occgot rte dfrscrrpancres ans�g q ��•� � tip'/ R.C.E. N0. 58020 coon y approval or dunng� construction, the prnrote enq�neer shah be � MARK BY DATE AP P R. DATE �F Civ 04'� \ rV r- pQ FOR W.O. COUNTY for determining an o�ceptabk solution ar rensrng the plans far alvprola/by R EV I S I 0 N S c A�1`F � 1 t' �d �' c A�1<F SCALE: FILE N 0. �• the county. ENGINEER COUNTY � AS SHOWN AS SHOWN CENTEX HOMES 919-23067 fy E G EER REC MENDED Fd �. t',.7, ,,r Cir A E PA R. HUDDLESTON, JR. 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PT 112 - -70 .1-1 .____._ ____ V OPEN SPACE (59 17*29'1/ 52,0.00 158.72 79-98 -_ - "CAUTION": Remember that the USA Center C6 1 2YJ 1'4e 184.35 82.14 41.76 x VN3 .- -,....-.--- ------___.._...,... ---I-,.--------- _ __ x notifies only those utilities belongin to x I x the center. There could be other Jilities I I m present at the work site. The center will . inform you of whom they will notify. 0 - . . __ . - --- __ . - NOTE-* SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: .- TRACT 23067-3. I.P. NO, 990016 SHEET NO. M WORK CONTAINED WITHIN THESE PLANS ,ez:! .11..11::!Z 5�c-1�.11,,IN TRANSPORTATION DEPARTMENT V 7-T�"�'\--, IRVINE. INC V�Iof ESS rz . 40- . "� ,WESS '5�!� SHALL NOT COMMENCE UNTIL AN 'C' ,V A.Qj,_ APPROVED BY: -f-I ?4f.N - COUNTY OF RIVERSIDE . & t A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE [�_ / MIT AND/OR A lqt J."I"42 ,Q. h INLAND EMPIRE REGION cc / - 11 /6 4� 0 111 FLUSH ±0.3 Mi. *1Y. OF BUTrERFIELD STAGE RD. ±12' W. OF 2 0 � 4�j' 0 GRADING PERMIT HAS BEEN ISSUED. v�4 - __ lf'-J'Ik� 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN OFILE - r1r) ._.__ 0 j //J,/ , CN " NO. 33950 7 �" 12,06" //--/-7-,Prf �/, �' '� NO, 58020 �' 1�) .- RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA ±2' W. OF UTILITY POLE J1751190E I F%9 rn e. ..-x . .0 �j W r,/�, ELEVATION = 1230.56 7he private engkeer*ning these plans is mponsf* for assuring ffie amumy EXP. 6/30/02 ;a FV11,t j EXPo 6/30/02 P,,�� PLANNING/ENGINEERING/SUR VEY ING/GOVERNMENT RELATIONS cr) and acceptobildy of the design torm In The event of discrepawes mming after HAILEDX O-THMAN, R.rF t-4990 EXP.: 6/30/02 DATE a M0,� LONGFELLOW AVENUE 0) I V �, 711 0 PREPARED BY: OF SHTS. � coun� approyd or during constructkit the XWe engixw shall be responsWe BY I DATE APPR. DATE �'. C IVI%_ N � ,A C rvi%- I IT R.C.E. NO. 58020 - FOR W.O. I , for determining an acceptobk sdution or rewsing ffie plons f / COUNTY 0 � MA ^^11n411 or aAwwal by REVISIONS OP CALI ,;;, ��,,-,�� 11, \\\,,'JF* CAL � A 10/7-4/" SCALE: -�;: - - :�' -- , '� . I . - I .."',.... .....� " .........9...I- ... - +"1.-.1'.......r I 10 I t� I _�i ..�i� .010, '1� i IZ3 0.1 , (=i . i I " = - " 1"N"'mmm � iv% , ;� 0 - ''I - .. . C. / , I .-f;t� \7 mmot�i__�i I i t 1`3 , I , �H I . - _. . .. . Ii.-I I...................'.I.. . .. .. I . _.. .. . - " ................--............ . . . ... . . t 11 4_4 G_ �j- - , , I� I I I i I - jkr..S I .�_S__z �' -4"T� , I rT I I 1Fr t t I - -I- :T I . , I M I ... q I i I , . Q__ . 1.7 I -, 4 , -1 - � 11 : - - � - ` \ 11 . . . i - ...� I I I - I I I 0/or Ill./, ENGINEER COUNTY I ,*Vq-,�INZ_1� - �z � I I 4-�f / FILE NO. Am I '"11 "I'll . �� I I RECOMNINDIED " ;$,I%e %*P I'" PAULj'- 1111�STON, JR. 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NO. 1 000. ..� / � 1_� (�) V---L , _� ksu IrTERFIELD STAG OAD '-\\_1 j -.0 co , A �7 (i�__ ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. �- MW _j 1* + _-1, 60 .. C--) C> SEESHEET . cr �IA ( LATA TABLE E) . ILA 30 3 . LLJ I fi \69\ 11 UD zo �_j -1 %_� __ Cn *_ Un o- C1 BEANIVIDaTA RAMS LEAGM TAMEW > (* I 0 r's 29 11 � - _'....... .__ LLJ fr- 13 tn - V to r ,ix, :� .. R Cd . _--� J) - , rh �9 C4 QS ck� I L"go P_- --\,,,2o,N�#0 1:1� 4*: 28 . �J,� C-I'l 7*29'59 1220.00 159-69 79.96 C-5 Co - N 1, Cx) . - __,.____._._____ Lli + Qj 1) #, QS + 27 9 2,1k��;1� i - . .. %.-. 1 7029'59*" 00 15707 78 �_ CNI 245 . �� < 140 V__ czl ,o- 1"i 26 LO 42. 12�- ..�, . �\3 1200. .65 il? 20 * 21 22 23 c1q LQ 24 -1�_ - C15 Ir.- I I !:,�-" A0,00, . --..-- C) � V_ + I __� YO ., " , %I-; - 0- ') " �tt 10 . I I... r2,9'59" 1180-00 154.46 77.J4 V_� ---__ � -.. \.._� . Lj - .. 69.42' --------- �� .� ', �� - 9 - --...I- . �Dj 49+66.15 1 ___�! 49+64.95 5 3 _.___ ,�,+ _':,�:1- 10- 2*56"1 Y 820.00 42.04 21.03 B.C.R. �_r .__ --.-:�!, , 12 C41 z 5 .. fl. ECR. ______ "17 , .,-,-- .- ,", I -----.-----.-..--- - -_ i 0 L�� -- d-d_ :3 3 9 '%IT 4 n Ql� -59-J�' 1 30.7j,,\ 29.28, JL 69-79# 1 __ -,-_ - ,,IV _', 8 , 0 C�] 5*5,9'25" 800.00 83.64 41.86 00 - I ,_ '. .- -� # 11 _� .1 ,_ ,.. - ______,_. ,W. , .0- ._- ,,�:- 1� 50. ,0.76# 013 I I - � \ ,f- M . 0- - 1-1 1.55 40.81 , __1 _ _ , I -1 ", _ , �� I j - C61 1 - CN _1-1-- - . ". ,� 1� .. 1_____�,(��-- _-, ._-�::,�:,,_, INC ' U___1 - I,-& U.0 -71___�_ � _ � uv Z: 50.02' . Iq I � ,�� " .58 �N '. 11, . _', �',� _,, - %J 04 � 50-02' _,1',1 46.4,50 I& 50.03* -50.15' - L Ell z �'. bo?'�/�,_ I i - i____',%4!2" -.-.,..,- _._,___ . ....._ -�-`: ---'- "" - ,,,,, - _�_ -,., i i ., 5*59'25" 780.00--------,.,.-..--..-��.�..--8 __ .....11)!!E_� �� .11 . __ I - :,��:�-_'-_.__. --, - _�� P--�� _ .. .1 . .. '. _._ ! I __,.� ... - -i- \ I— I............-1 -i;::,-4 �i C7) 1 T50'4 1" 670.00 126.82 6J.60 -K LJLJ L'. 71111.1F - . I . I :_,_:,,:I 11"Ll"".11.- I - � � :��1:::-__,"..T-L I 1��___ " __1 __. .. );-,-__ to _ . ....... rm � ___ r ,()�Q �, - I I -Z Uj f-) � I . .....F.,_......__. �11I-.-..----,,I., 1 (7 � A� -.-,.--- .__....1; 1. _,", . I ,1� l:,8.1 1 ZF zV Ou &11)U.UU 221.19 111.67 0 - I . . . I � .�. I :__. I : � � P, A 4 V 3- _-7,--- " .- �� % . 11) V - __.__._______._____..__ Ld X � � I 0: 14 � rj: -I- , _/ .- � .- _."'. ___ .--."-, 7- -F__ &.m -1 107%4.- "I' , S � �. \ [Y- I I : I i 2 � .., I \ 11" A\ "I, 6 . �v k-,') I \-.� \--, ' 9'50" /U0.Z4 < � _�I ... __ : 12 U_'j_ ..............._( � T � , : U I., �1 � C�:l 1902 630.00 214.38 00 �- � _.__--.__ 11 .....---..------4- --13---- ---- 0 ,.,:., V 1 1 * 4 ri Z, %_A� --1.L.I—— a- , . 111--_- ,__-1---_' __.... 1: . C N\ 1 8 1 .. I \ LLJ . - __� )� --1_........____ -.1 .I . t k L o .::� ,'.,. [If 0 . � � ' .1..... _U - A . .. - --.---. - P�Ii: IC61 21*22'17" 110.00 4 .OJ 20.76 ow . I � 1 � IV- - �nt . - -_ �-. I i Or. i _____ \ ___ a_ � � z _/ "', 0* F %ol 1.V � 11�1 0 . _ . ./Al/ / Z -do . _r ." %% I�, Uj ) 1� L_. 0 ,.- �7_rr ,.OF ,&F --A�-,j,� - 18.281 _ � ��\ L�, C�l 1 210*01'26" J8.00 139-29 LL] . -_ %-MR V) � ; I � .. 0.10, 'OT �',21.'81' Z I - Jorr --*I- &&-Ir 49-0.5, � -10 1 5 3!5 . � _ \ --,--- ---..,- -_ �< + 50.02f , 0 41. 70 ' ' / / .,46.8V' '1,0? �'.11 , --A *M M // 5 1 \ @21 22OJ8'5 r 184.35 72.87 J6.92 0 0 50.02s' 50-020 35.600 '14.41' 50.000 . 50.0 _. . I P S. + *6 -.& P 32 .� I— -____.._1 1._.-_._..____ va- . . - M C1 . -.4 in 0) Q) 3 . A + . 'I,11, --,---I I .. -, I . i R �__ ",� �, \ 3 9 �I,> FY I - Cl) V- L,� 70 *V-�> (.A 5 n �.A -M M 33 1 \ + I . C> - 1q_ * __& lr-_ 34 ", � F�o RAD. PT I'' \ 49 48 47 46 tn � 39 38 37 36 35 M - ,,I, \ 45 43 �g <j I \,\, Ln 44 Cd A Lij + A I Ci. L71 rn . . 0 V_ - f 505 - - _1 . XN \ >< I \ L.Lj � - �_ . .-.. . - . 14+49.20 LONGFELLOW AVE. z LLJ = STAGE RD. I !..- S U 1�__ .. Underground Service Alert .9 Ile' I T�. 1-_ .4. � z I -� , Li 41 ,1,5 t " C.F. 7i 0 . -;��q Call,* TOLL FREE ' ' .Z. -, &D U R-rl-\ \C.-.I, 23- 0 r,- 7----i 3- I--_ �_ -1 10" C. 11-11IN x 0 .fj _teeft BEPRESSION BENE FOR e.L.. x 1�800 . E I jur AV 2 x /V �A, � ._.___._..__. .,.. ._1 .._._. ....._._______. 11c,-I . � . '_�'. I (� . #12 N.T.S. 0 1 z . , 227�2600 .CO'. . 40 i ' W=14 C3 . _5 . __�-r I I _\ 0� TWO WORKING DAYS BEFORE YOU DIG 1--_� L_ SO— --.-.-.. .L.. . I �� 1, x 10 . . 13 IONGFELLOW AVENUE . P. I zo x 0 80 120 160 1 x CAUTION": Remember that the USA Center x notifies only those utilities belongin to I I I �� I ��I -j- x the center. There could be other uyiliti-es I 0 \ . . 1111111111111�11mme ... 0 present at the work site. The center will 4Z111 x C\ � // � inform you of whom they will notify. SCALE: 1"=40' _� --L - - 11� . . . . 16*TWMP. lyleff CUP VeS me� 10516P.) z . 10 a NOTES . SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT 23067-3. I.P. NO. 990016 SHEET NO. U. 02001; IV 111,�111111 -11....... WORK CONTAINED WITHIN THESE PLANS 51*CM�\\,N TRANSPORTATION DEPARTMENT F�___T_:,�_� ; ,FESS;� IRVINE. INC I! ESS ,:�\, 1 05��, - COUNTY OF RIVERSIDE I? I e- I A F_ SHALL NOT COMMENCE UNTIL AN ll A-Qj,I < APPROVED BY: 19 DIDQ - INLAND EMPIRE REGION A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE (O MIT AND/OR A I 'e"N %C' Iz- FLUSH ±0.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±12' W. OF 3 0 t_ 11 I,- 2900 ADAMS STREET, SUITE A-16 OFILE r") GRADING PERMIT HAS BEEN ISSUED. 15" � "/ Ck AN ASPHALT DW. ±45' N. OF C/L RANCHO CALIF. RD. IN AN Cl� O" I'. !� if �15 `A wwwww� I - RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA ±2' W. OF UTILITY POLE #1751190E I /I � 0 - j if, ,4,110 - /--/ . 11/j NO 33950 7 I�t, /, NO 58020 A ELEVATION = 1230.56 0) "I M /02 r',� �- 'O' EW rn PLANNING/ENGINEERING/SURVE YING/GOVERNMENT RELATIONS The private engineer signing these pkm is msponsibile for &mrfq the wcormy ;0 W _V LONGFELLOW AVENUE - M # HALED MAN, R.C.E. 33950 EXP.: 6/30/02 DATE 0 OF SHTS. m . , - - , , I '""" '"_ ...... - - , - It I W *_ __I I I I 1. I I I I I I - -1'. 1 I .""I"I'-.1", i i. I I , _ Ft---- It,!.1 I I .I I .1 ,4 1 � - - I. 11-14 z � " I I I I 1. I .., t I . I ,I <�> .. I 'I . I . 5i . . . �- .1 _ .. I , I .. .11. ,� . . - _ - ... ." 7 .11 F%� ".., I - , , -, - I _. ` I I ± I _:_ -",.!'.. I I 11 R5 '- I ' * ,. il i f 4 -, I and occeptabildy of the design hemon In the event of discrepancies arong after '110 // Ij 0 PREPARED - 58020 ,r,�, Ir I . N ,�/ I R.C.E. NO. coun� approval or dunng construction, the pdwte engimr sholl be mvonsbe IN CIV CIVI . / FOR W.O. COUNTY . 0 APPR. DATE �\��. 0 1� . REVISIONS NNN- r CA - 0/ef Af - r L It- SCALE: �� for detffmining an occVtoble w1ution or rmsing the pkns for oppmd by , ler�_�� -w/_$___1 11 Z_0�� 10 .�W - L / 104514t / FILE NO. am 1. kk�l I - I - PAUL VHUDDL�STO_ ��e _I I - H: AS NOTED _ V: CENTEX HOMES 919-23067 - (Re (.,-" ty� ENGINEER -____I ---__ .- COUNTY I RECOMM6DED e r-3 Z i k7erpe;1602 41, a�� I N, JR. 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THICKNESS) ( RR ) 7 RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A. NIGHTHAWK PASS Ni(;H'rH,4 �z CN E E T JEO 1 10 ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. LO WK PASs 6 Q) EXISTING A.C. PAVEMENT to LONGFELLOW AVE. LO 15 ISTING 6" CURB & GUTTER EX. > 7 SEE SIGN & STRIPING PLAN FOR R-1 "STOP SIGN AND PAINT STOP BAR & STOP LEGEND. N EX. CURB & Gum 00 30 TY STANDARD NO. 1001. 18 INSTALL STREET LIGHT PER RIVERSIDE COUN 27 20'_ L 30 INSTALL STREET NAME SIGNS PER RIVERSIDE COUNTY STANDARD NO. 816 L 11 IOU 21 FEATHER A.C. PAVEMENT 2' TO MATCH 06 44 UTTER PER RIVERSIDE COUNTY STANDARD NO'S 209 & 209A 44'_ 6 9 32' 3ZP 1'0p� L 7 59 + + ON J V� 23+12-06 CIN a4TA TABLE E R f+2J.65 C1 BE4RINGIDELTA RA01US LENGTH TANGE74T 10- LO B.C.R. t 5 1 04 C) 0 .9,r22'4 6j' J5.00 5704 J7 13 216 j: 6+ O.J6' 124,12P 18 -----------L__ ---L'. I - - 6 25.00 39.27 25.00 I A I- A 9TO0,000 34+27.90 INS F T uffio� ---i 2028'55 520.00 22.52 11-26 0 EC.R (7� 5 14+ EXI T. 8" S 94.20 LIL-1 202855 500.00 21.66 10.83 1VW 0 -79.55, 9 0 05 2*2855* 480.00 20.79 10.40 F- X CN <k Z 10 4 9TOO'05" J5.00 54.98 35.00 LU LAJ 89059'55" J5.00 54.98 J5.00 (n U) LAJ on V) Z 50 . ..... �Q 4U 15 2 860565 25.00 37.94 23.70 in LLJ N4.9..'23'23"w 51.84, 2-2.96, 24,19l 2F i+oaoo CALLE BANO �j(a 00 La Li J+JJ.65 Wz - =22+5J.08 NIGHTHAWK ISS 5 f.0_R Uj 1ONW-01 21+94-09 J+I 1.j 1 C4LLE HANUELOS U? 7 B.C.R 7 Ct --J+78.65 LONGFELLOW AVE. 80.74' Underground Service Alert L4 LLJ + + 14+06. 41 6 �EX CUAW & GUnTR M ji+17 90 Ex.R. U-) 50+09.95 BUTTERFIELD STAGE RD. art 48+18.41 8UT7ERFIELD STA B.C.R 17 1,9 t6 =14+49.20 LONGffLLOW A�f. =JJ+72.91 NIGHTHAWK PASS + lc�6 +1�800 CN * LO r 4"# ............ 00 11 1 1 1 0 > 227�2600 32 EX. Ce 42 CS CL- LO E* LONGFELLOW AVE9 TWO WORKING DAYS BEFORE YOU DIG NIGHTH K PASS 1 24 E T 2 3- -17 "CAUTION". Remember that the USA Center notifies only those utilities belongin t CALLE BANUELOS BUTTERFIELD STAGE RD* the center. There could be other uyilit�is present at the work site. The center will inform you of whom they will notify. NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT 23067-3. LP, NO, 990016 SHEET NO. TRANSPORTATION DEPARTMENT WORK CONTAINED WITHIN THESE PLANS ESS r IRVINE INC & COUNTY OF RIVERSIDE ESS P,N� I APPROVED BY: I? A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE Lo SHALL NOT COMMENCE UNTIL AN 11;� INLAND EMPIRE REGION FLUSH ±0.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±12' W. OF 4 Z4 -15 STREET PLAN AND PROFILE ENCROACHMENT PERMIT AND/OR A 2900 ADAMS STREET, SUITE A AN ASPHAILT DW. ±45' N. OF C/L RANCHO CALIF. RD. IN AN GRADING PERMIT HAS BEEN ISSUED. RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA ±2' W. OF CALLE BANUELOS NO. 58020 ELEVATION 1230.56 L3 02 M PLANNING/ENGINEERING/SUR VEYIN G/GOVERNMENT RELATIONS EXP. 6/30/ The prAde engkwer sig* Mm p(ans is re*awbk for ossu* the aceway EXP. 6/30/02 7KHALEDI�bTHMAN, R.C.E. 33950 EXP.: 6/30/02 DATE OF SHTS. ond wce#644 of * d*n bmun. In the event of dkmpancies ff&i7g after 0 PREPARED BY: R.C.E. NO. 58020 BUTTERFIELD STAGE RD. FOR W.O. COUNTY 0 cm� qWwd or d6fing constnictkt� the XWe engineer "/ be rev=M A lvrl_ MARK DATE APPR. DATE SCALE: FILE NO- for detennining an accepto6k solugon or mvising the pkns for appmval by REVISIONS _!y_1 0 P CAL11 10110? Am "'NNZ V: CENTEX HOMES 919-23067 oun�. ENGINEER COUNTY RECOMWNDED r,.-,PDATE I IPA��R. HUDDLESTON, JR. 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IFL ru.U 1. ......................................................... ............... ....................................................... ............... . ..........I....I.,7:111.1.1.1 L. k I I I ... ............................ ........ ................... ........ ............ ........ wit it............ ......... ----------- .......... 0i O-CE........................... ..................... ............ ....... ..... ........................................ ...4,1-1-1.1'......., ......ILI 32 33 34 35 36 37 pRonLE 38 39 40 41 42 43 0 SCALE r4r) HORIZ: I If= 40P CONSTRUCTIQN-- _�*_ T_ < VERT: I 4 r 2 CONST. 0.36 A.C. WITH SEALCOAT OVER 0.85' A.B. CL. 11 WITH PRIMECOAT 0 3 CONSTRUCT 67 TYPE "A-6!' CURB PER RIVERSIDE COUNTY STANDARD NO. 200.a4TA TABLE 5 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401 .(9V THICKNESS)SFAMNGIDELTA RADIUS LE74G7H TAWGE A if T $ ...... 6 UTTER PER RIVERSIDE COUNTY STANDARD NO s 209 & 209A. 2 1*5 V4 7* 1019.94 J89-19 196.99 NO 10 ---- ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. '01-4, PIS7- S_ NP �I66 159 21*51'470 900.00 J4J.42 173.8J 012 -- REMOVE EXISTING BARRICADE STAGE 2 1"5 V4 70 780.06 29766 150.66 ,I -'0 SrA RD p # .0 a 7�, EXISTING A.C. PAVEMENT 04 28*5 V201" 1022-00 514.70 262.9J r I R 'AD 4� - -(j/1 cn 4Q7 0j Pi ir 18 EXISTING A.C. BERM C-4 > K J5055'4 I 1000.00 62706 J24.2J L.L.] 15 ---- SAWCUT AND REMOVE EXISTING 6 2 2804J'19'* 978-00 490-26 250.40 18 — INSTALL STREET LIGHT PER RIV. COUNTY STD. NO. 1001.06 7' D7 N18*444,5'*E 79.45 Pj�jJ 2 4 J� Jr < FEATHER A.C. PAVEMENT 2' TO MATCH. Ity N 1804445*E 187.99 REMOVE EXISTING BROW—DITCH CONST. 0.36' A.C. WITH SEALCOAT OVER 1 .0 A.B. CL. 11 WITH PRIMECOAT 00 L4 9 5 cr_230r'-3 n M C�A 2 LLJ 9 + - + rz 5 00 Q) < L0 n a_ + Q LLJ 0- 0 2 ------M, 40 Lij js p 30 HA S 38 jo 58.50' +&O QJ 4. 2' 3 24 (2) ..........25 50.061 C6 0 44.10. 4.79 +26.550 88 89�j N_ i�<, 3 87 go M3 . - 56.41P 60-02P >_44i _Z� 5 58.35' or_ 91 86 0S f4if) 1qt ce_ Cr 1�-- 8*5 U 84 Underground Service Alert 27 011IS WCZ W 9i z 83 I- LLj -STA CC 29 30 31 M di k U-3 MR ROAD CL + MI Z X L"1�800 + 0 z 227�2600 2�J 0 2J� Orr-)7---j3 TWO WORKING DAYS BEFORE YOU DIG 0 20 40 80 120 160 "CAUTION": Remember that the USA Center NIGHTHAWK PASS notifies only those utilities belonginy to SCALE: 1"=400 the center. There could be other u Ilitles 0 present at the work s te. The center will — inform you of whom they will notify. AL M KS !�9 BENCHMARK: SHEET NO. NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER ES TRACT 23067-3 & -49 1Y, NO, 9900169 & 990017 WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT IRVINE, INC I-S S OF OfES jL COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN APPROVED BY: A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE 4v, INLAND EMPIRE REGION 5 0 %4r 0 qlj FLUSH ±0.3 Mi. WLY. OF BUTTERFIELD srAGE RD. ±12' W. OF OFILE MIT A 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN "U, V% 1��GRADING PERMIT HAS BEEN ISSUED. VA / 71 NO(L L� I RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA ±2' W. OF UTILITY POLE #1751190E NO 33950 58020 ELEVATION - 1230.56 6/30/02 CC EW PLANNING/ENGINEER ING/SURVEYING/GOVERNMENT RELATIONS NIGHTHAWK PASS EW /bTHMAN, R.C.E. 33950 EXP.: 6/30/02 DATE 6/30/02 ;V pivale engffxw s1ning Yme pims is rqwsi* for assunng ffie occ&W OF SHTS. FH LU and acceotabildy of the d%Vn hiff-eim In the event of discrepancies onsing after till, R,Ile PREPARED BY: R.C.E. No. 58020 FOR W.O. COUNTY 0 coun� approval or during construictibn, the p6de engkxw sball be reWsible C rivIt-APPR. DATE MA SCALE: NO, 3: for det&mining an acceptatik solution or revising Me plans for appirmal by REVISIONS k CAL C40� FILE ki�k_ll the county. ENGINEER COUNTY 3&j�le i5-7 If A-7 e e DATE PAUI HUDDLESTON, JR. R.C.E.58020 DATE H: AS NOTED V: CENTEX HOMES 919-23067/ mm f ................ ............. ............................. .............. ....................... RAO :j it,n n t I I ,1 .1 ........ ... ................ --WLf.JW wur. Q i .................. ............................. ....... ........ ........................................................ ............ ................ ........ ................ ...... .... 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C4 C; 6K) r- 1 (0 LL: IR L,:Iq LIL� LL: Z05'02" 5022.00 182.67 91.34 LO to rn C3co 0 (3+ + .0 + + + (0 (0 00 0D F * -* +M + + alit + + a 1�800 q1r qt* It 6 0 101 if) L0 if) L0 LO C0NSIRUQI10N_._±j0TE 0) CD - - - - - - LL: N (0 LL: Li U_ r- U_ C14 227�2600 LF- - - - - - to 01 r, (j '66 C� (j Ir-1 C3 r (3 CONSTRUCT 0.36' A.C. WITH SEALCOAT OVER 0.85' A.B. CL. 11 WITH PRIMECOAT. W q co + a N to .+ rl- r- + + It U: * Lj�*Ito + + 11 r- LO to + C6 Lo CONSTRUCT 6!' TYPE "A-6!' CURB PER RIVERSIDE COUNTY STANDARD NO. 200. C-5 + qt 3 TWO WORKING DAYS BEFORE YOU DIG FLOW + 20 M +a 0 IT � 0 1* CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401.(,4! THICKNESS) FLOW 61 21P 3' 6�' 7? 61 10 UTTER PER RIVERSIDE COUNTY STANDARD NO s 209 & 209A. CAUTION": Remember that the USA Center C� notifies only those utilities belongin to 9 INSTALL STREET LIGHT PER RIVERSIDE COUNTY STANDARD NO. 1000 the center. There could be other Jilities --.C.B.--18 LOCAL DEPRESSION DETAIL FOR C.B. #5 LOCAL DEPRESSION D ET.AJ L FOR C.B. 17 LOCAL DEPRESSION DETAIL FOR CR #6 0 present at the work site. The center will ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. inform you of whom they will notify. N.T.S. N.T.S. N.T.S. N.T.S. NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT 11111111111111159 0, NO, 9900179 990018 SHEET NO- IRVINE INC WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT C_�_ n V=S S'�Sj COUNTY OF RIVERSIDE 9,9_0 ESS A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCREM SHALL NOT COMMENCE UNTIL AN APPROVED BY: 11 Q0 INLAND EMPIRE REGION 6 FLUSH ±0.3 Mi. *FLY. OF BuniERFIELD STAGE RD. ±12' W. OF OFILE ENCROACHMENT PERMIT AND/OR A 0 t 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN WA GRADING PERMIT HAS BEEN ISSUED. RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA ±2' W. OF UTILITY POLE J1751190E 11/j 1.4 '1' N134 33950 NO. 58020 A PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS ELEVATION 1230.56 Li Exp. MHALE OTHMAN, W EXP. 6/30/02 NIGHTHAWK PASS ptivate engkxer srgtWng *w p(ms is mVons* for assuAng Me =my R.C.e. 33950 EXP.: 6 OF S HTS. ...................... ............. ............... t............... ............. and acceptobility of the design bmw k the event of dwrepandes ansing after P PREPARED BY. R.C.E. No 58020 coun� aWwal or during constrxtki� Me pfivate engkxw &VI be revwsibk CIVE C rvl%_- FOR W.O. COUNTY !Z7 MARK BY APPR. DATE 2 SCALE: for determining an woptable solution or rming Me #ons for appmwl by REVISIONS OP C L ///to/ LVk /I /W/,/-Z /_A0,/2:;)jVF FILE NO.90apC the coun�. ENGINEER COUNTY RECOMOENDED k7 e er e ,-pDAYE PAU� R' HUDDLESTON, JR. R.C.E.58020 DATL H: V: CENTEX HOMES 919-23067 ..... ...... ... 4& ............ ...................... ......................... .......................... 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I L 55 56 57 PROnLE SC4LES 58 59 60 61 62 CD HORIZ: 1 4400 VERT: 1 4# LLJ 6' 14' 60 55+84.89 NIGHTHAWK PASS =J9+61.66 CHANNEL STREET CONSTRUCTION NOTES TE-IJ-11 _T 30 7 2 CONSTRUCT 0.36' A.C. WITH SEALCOAT OVER 0.85' A.B. CIL. 11 WITH PRIMECOAT. U: c� SEE SHEET 16 LL: 00 6 LL: r< 20t S.D. (3 CL; (:3)- CONSTRUCT 6 TYPE "A-6" CURB PER RIVERSIDE COUNTY STANDARD NO. 200. &rw 15 L4 <31) 14, 57 E-AsEmE-Nr + CN + 58 QD LO + ad �0 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401.(4- THICKNESS)U13 �0 LO U� U) 459 Lij 6 UTTER PER RIVERSIDE COUNTY STANDARD NO s 209 & 209A. LLJ z J9+14.66 j9*14.66 Df 5 do B.C.R. E.C.R 8 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY COUNTY STANDARD NO. 207. Lij (WIDTH AS INDICATED) 26.95, 70.760' 1&061 , M.25' 79.92# 9 < �00 0. INSTALL STREET LIGHT PER RIVERSIDE COUNTY STANDARD NO. 1000. 5691. k* A%, 56 ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. NIT IC - 62 I i 9 CONST. GATE PER R.C.F.C. W.C.D. STD. DWG. NO. 801. 00 Ld .4 1E, 205.79'0 19 5 U2 6 L LOCAL DEPRESSION DETAIL FOR C."18 En 0 63 ............... ......... N.T.S. 0 LLj 4+ La S C14 < (n 4 IL LO 2Z2J' 12-77P 64.93' 18-08' 9.00 60 50' Lli 40+08.66 40+08.66 .94 24387 B.C.R. EC.R. LLj < 6 F 66 V) FA RCF.'l 13 0i Q� 18 19 17 + + 60" L4 20 3 9 -- 30' 12 26, - � N��REFER TO STORM DRAIN PLANS FOR -17 CONSTRUCTION DETAILS. C T _Lj 22 0 x LLJ 8 Z3 Underground Service Alert DA TA TMLE AINTENANCE z LLWM TANGEW D BY INST. (D %WNGIDaTA RAMUS 02005*02" 4978.00 181.05 90.54 NO- ---------- REC Ld 0 \..OeT 30 7 ----j 24 ---------- 02005102* 5000-00 181.85 90.94 02005'02" 5022.00 182.65 9 134 x x 04 J401929" 1022-00 512.26 J15.6J 3.00' EXIST. R/W x 34019'29" 1000-00 599.08 J08.8J 25 t 0 2271111111111111111111112600 (:D P.M. 164/5-20.34019'29w 978.00 585.90 302.04 NIGHTHAWK PASS 2T36'44" 111.00 39.91 20.18 TWO WORKING DAYS BEFORE YOU DIG 20601J'Or 38-00 136.77 0 20 40 80 120 160 cj RA PT 15 x CAUTION": Remember that the USA Center 2 1*2425 195.54 7J.06 36.96 x notifies only those utilities belonginy to x the center. There could be other u ilities 98 x present at the work site. The center will SCALE: 1 40' inform you of whom they will notify. M NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: 3067-4, & �5j I.P. NO. 9900179 990018 SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT ESS FESS IRVINE SHALL NOT COMMENCE UNTIL AN INC COUNTY OF RIVERSIDE APPROVED BY: \.\UDDt r- IN, A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE (0 MIT AND/OR A Ill INLAND EMPIRE REGION FLUSH ±0.3 Mi. WLY. OF BUTTERFIELD STAGE RD. :1:12' W. OF 7 0 OFILE 0 GRADING PERMIT HAS BEEN ISSUED. 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN 442 w.A -7200 Aw A RIVERSIDE CA 92504 (909)352 UNIMPROVED AREA ±2' W. OF UTILITY POLE #1751190E NO. 33950 NO. 58020 �' 7- 0. or mtm* ffie occirocy �jj La EXP. 6/30/02 EXP. 6/30/02 In ELVATION 1230.56 pfimle eWinw ** them plans is msponsible f rn PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS a ;a �/j '-RHALED OTHMAN, R.C.E. 33950 EXP.: 6/30/02 DATE NIGHTHAWK PASS W occqqtobk� of ffie &W hemm In the event of disaepm= mmg offer OF SHTS. tj P S .................. ........... ......... . ... ............ 7 7r PREPARED R.C.E. No. 58020 cwn� apprmi or &M construc6on, the Mwtv e"neer shall be reTonsiible DATF CIV FOR W.O. COUNTY for detefmining an acceptable solution or myking the plans for appmval by MARK BY ATF APPR., C CA REVISIONS Pzef !r OF SCALE; FILE NO. the county. ENGINEER COUNTY REr-rA*ENDED ff, r_ ";%4 Pq r I- 400,04DAE PAI/R. HUDDLESTON, JR. 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NO. 1000. 2503 1'480 110.00 49.01 24.92 10 ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. 28042 P 1r 670-00 J35.65 171.43 92 93 94 CIS to L�j cn 28042'1,r 650-00 J25.0 166.J1 91 1-1-4 > .00 Lj ild 2 lr_ 28042'13" 630.00 J15.61 161-19 90 8CR. 1+45.00 49.61 00* 3 620-00 110.66 55.48 49.61, 4J 89 E C.R. 16r1j1j4W 600.00 107.09 53.69 5 ------- 44.60* 49.6 16r1j134'* 580.00 10J.52 51.90 88 10 54,Z9- 9 Go 3 61 3 10 87 5 Lj 84.00' 76 0 < 5.76? 85 720' 6 0) 1.LJ L-0 qT 5 84 73 72 z b., 71 20' .5.D. 08 74 5 C EASEMENT CO 83 70 75 j(1 I '7 82 69 3 08 C C) s ' I i, .: 9 /gis - V-� 0 CR iE 76 7+20.47 ABBEY ROAD A =1+00.00 CHAOTE STREET LLJ VE U 77 FLOW 03 SEE COIJ T 10 Underground Service Alert SHE, U 78 F Z_ C3. 2 0, L 1�800 LL: 00 L� co 00 (3 0 0 LO 10 (j z Ui 9+66.11 ABBEY ROAD 80 11 N rW I to 0 + + + + 227�2600 + =3+53.08 LOVE COURT Cq 61 21' 61 TWO WORKING DAYS BEFORE YOU DIG 0 80 120 160 RA Q. P T. 13 CAUTION": Remember that the USA Center DETAIL FOR C.B. #11 ill t ...... notifies only those utilities belongin 20' S.D. 0 the center. There could be other Jiliti,es EASEMENT N,T,s, SCALE: 1'=40" present ct the work site. The center will inform you of whom they will notify. rn A NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT 23067-4, I.P. NO. 99.0.01 WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT IRVINE INC COUNTY OF RIVERSIDE .A- F_S S 1, Of s I IRN A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE (.0 APPROVED BY: 11;� O,UDOtt SHALL NOT COMMENCE UNTIL AN .0 INLAND EMPIRE REGION FLUSH ±0.3 MI. Y&Y. OF BUTTERFIELD STAGE RD. ±12' W. OF 8 0 OFILE rn MIT AND/OR A 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN RIVERSIDE CA 92504 (90911352-7200 UNIMPROVED AREA ±2' W. OF UTILITY POLE #1751190E GRADING PERMIT HAS BEEN ISSUED. NO. 5802 Wf Z� _� �B �/) ELEVATION 1230.56 0 0 PLANNING/ENGINEER ING/SUR VEYIN G/GOVERNMENT RELATIONS W EXP. 6/30/02 M P" %j EXP. 6/30/02 p6vate mghvff signi�ig these #ms is reTonsh* for asuring Me =vwy 'KHALE OTHMAN, kt-E.' 33950 EXP.: 6/30/02 DATE 0� In4g, OF SHTS. 110 //j PREPARED BY: R.C.E. NO. 58020 and occeptabildy of the design bmw In the event of dwrqxncies ansing after V 'A 0 N IN IV Li- FOR W.O. COUNTY on, Me pnmte enginm sha// DATE zvl�- d--- I coun� qMvv� or during constructi reWrjye MARK BY DATE APPR. 7 . f NO, -3: solution or rewsing the plans for approval by 47f' CACL�N*)w f f, CALI� 1-41 SCALE: FILE ....................... ......................... T F for determining an acceptak REVISIONS [FATE H AS NOTED V: CENTEX HOMES 919-23067 9/p the coun�. ENGINEER Co RECOMkeNDFD PAUL�lk. HUDDLESTON, JR. R.C.E.58020 .. ............................................ or ................................... ....... 777................ ......................... ................................................... 0 F J ........... ........ ... ........ ........ /V ........................................... ........... ................ t%74..... ......... �_l...............,k. ..: , f� �..�.�:. .......... P Wi ON 10F JR 0 ............................ .................................. .I gi, ............A .19 gl"fl t I _VX R, .......... ......... A IV C. ..............------- .41 I.W T 19. .... ............ :7, q$ t i t t t ......... 711 .... ....... ........ 04 41�2 ----------- �: . . j t ..................................... X.1.4V 17, ..........................-------------- ... ........ ........... ............. ............................... ............ ................. ............. ...................... 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F 77T 'T-TV I F .... .1.1 .11-1.1 . .1 . .......... 28 ST� 7+3 .......... ...................... ..................................... ...... ...... ......... .......... ..... J -2 . ............. ................ 0 :. I I I \�-, 1, f 4-,---- -1 25 76 L .......... 10 12 13 14 15 1b monLE sma 17 18 19 20 21 [N�EXIST. GRD. 0 TOP OF SILY. CURB �ORIZ: ljp= 4010 CONST ON NQIES < 12+99.52 ABBEY ROAD VERT: 1 4.0 =3+70.00 LEONA COURT LLJ 1 CONST. 0.25' A.C. WITH SEALCOAT OVER 0.70' A.B. CL. 11 WITH PRIMECOAT (::341 Ch 15+83.05 ABBEY ROAD CONSTRUCT 6" TYPE "A-6" CURB PER RIVERSIDE COUNTY STANDARD NO. 200. =1+00.00 LYDIA COURT 5 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401 .(,4!' THICKNESS) La 7 S GUTTER PER RIVERSIDE COUNTY STANDARD NO's 209 &209A E SHEET CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. 207. 13 14 105 16 17 (WIDTH AS INDICATED) 10 12 0 1 30 00 INSTALL STREET LIGHT PER RIV. COUNTY STD. NO. 1000. 5, 40 gas (.n 285" 'lei 18 + + ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. Cd Lj 9 C\4 CIS * Q� L.Li 5 41+10-66 LO to < 0 41+11.08 0 46.4J' 11061 J3.75' 25.00' B.C.R. C; 60.00' 52.22# 00, 04,93s E C.R. 60. _y 1 .49 LU 5vo. Go L to ......... -00 4L 21 f4 . ............... 2 9 ........ ------ co po 63 3 66 ...... -00 22 Ld 7' Df 62 go 3 < 86.1 0 LLJ 1+45.4J 56.44' 0 40 J+27.28 �)I - Ilk � j V a_ EC.R. E-C.R J+26.98 5 B.C.R. .00.. Lij B.C.R. 5 190 20' LO 4z Cie 50 9 51 7 &0 9 + Cd CIS Qi 4�3--7r71 cl� LO 36 LYDIA Cou Cd cle) T 35 LEONA COURT -10 65' 33 .6 Lij 3 `0 32 0 17+83.05 ABBEY ROAD =41+55.66 CHANNEL STREET 10 LIJ z C C� 31 L-Li U DATA TABLE 5 1,6 Underground Service Alert 0 W-01MIDaTA RAMUS LMTH TRIGEW FLOW- FLOW 30 z LLJ A 12052'1r 380.00 85.36 42.86 12*52'1,r 400.00 89-85 45.12 F 5003'J60 520.00 45.92 22-98 L 29 26 x x 1�800 X 500ilir 500-00 44,16 22.09 QD 0 1 r 15,09 J20-00 96.J6 48.55 to U. 0) 0 L.L: n 11- (3 c! . c6 0 227�2600 + C,4 6 to 20005#400 300.00 105-21 5j.15 CN1 + 00 + 0 + rll� 00 0 20 40 80 120 160 28 00 ai 20005'4T 280.00 98.20 49.61 TWO WORKING DAYS BEFORE YOU DIG 150001je 110.00 2&82 14.49 61 14.1 6/ 27 4 SCALE: 1'=40'2 1 CP'O V1 J8.00 139.29 CAUTION": Remember that the USA Center notifies only those utilities belonginy to 222t 420-00 24.72 12.J7 DETAIL FOR C,B, #15 0 the center. There could be other u ilities - present at the work site. The center will N,T,s, inform you of whom they will notify. NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK. TRACT 23067-4, I.P., NO, 990017 SHEET NO. 1-e TRANSPORTATION DEPARTMENT IRVINE, INC WORK CONTAINED WITHIN THESE PLANS ESS COUNTY OF RIVERSIDE LOVES S A, SHALL NOT COMMENCE UNTIL AN APPROVED BY: UDOtt -7< A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE UD x <��, INLAND EMPIRE REGION FLUSH *0.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±12' W. OF OFILE 9 0 0 MIT AND/OR A ;k 1, 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN GRADING PERMIT HAS BEEN ISSUED. RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA ±2' W. OF UTILITY POLE #1751190E rn NO$ ELEVATION 1230.56 r'19 40rx 93dr4r rn P L ANNING ENGINEERING/SUR VEYIN G/GOVERNMENT RELATIONS Ig EXP. 6/30/012 /02 OF SHTS. Thp nrih- onqkmw qiminq thpSa nkpq k rmnnnqAL& asv ;b V ZHAI F OTHMAN. R.C.F. .3950 FXP-- 13/30/0? DATF fnr _&*g Me ammury 11 1 1 1 . - 77 T-.6 ............ + PREPARED��. and wceptobili� of the design hmm. In event of d&n-pancies an* ofier R.C.E. No. 58020 FOR W.O. COUNTY A0p 4zhM1 hp reSpn_nS* C TVT%- C%tf?� "nvd nr during r V L d-W hho miw7t Pmkwr AP P R.1 DA TIE 3: MARK BY DATE SCALE: FILE NO. for determining an acMtable solutw or revising the pkm for qMml by REVISIONS CALI� .4 D�,j CENTEX HOMES iN. r rQr%r)() ,P- I / 11 TY M A-fr- ZTKKi I P 0 r H: V: 919-23067 N E E PAU .................... .............. ...................................... oe2--56A f ....... ......... .......... b,?q T7, 7 .......... ........... .............. ............. ......... ............................ . ........................................... .......... ..... ...... ........... ............ ............................... ............... . ........ .................................. ........... .......... ......... ..................................... ................ ............................... ............................ .............. .. ............................ ........................................... 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ITA L -, QO 2 3 PAURff SCALO 2 3 CTION NOTES HORIZ: 1 400 0 CONST. 0.25' A.C. WITH SEALCOAT OVER 0.70' A.B. CL. 11 WITH PRIMECOAT VERT: 1 4 CONSTRUCT 6" TYPE ERSIDE COUNTY STANDARD NO. 200. LLJ 5 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401.(e THICKNESS) RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A. 9 INSTALL STREET LIGHT PER RIV. COUNTY STD. NO. 1000. ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. WARWGIDELTA RADIUS LDCM TANGDVT SEE SIGN & STRIPING PLAN FOR R-1 "STOP" SIGN AND PAINT STOP BAR & STOP LEGEND. _qT00,00" 25.00 J9.27 25-00 1.1j OAD INSTALL STREET NAME SIGNS PER RIVERSIDE COUNTY STANDARD NO. 816 SHEET (2) 902 V2 1 0 420.00 68.58 34.J7 23 CONST. UNDER SIDEWALK DRAINAGE STRUCTURE PER RIV. CO. STD. NO. 303. 9*2 1'21 400.00 65.32 32.73 W. Pr CONSTRUCT DRIVEWAY AR ROACH PER RIVERSIDE COUNTY STANDARD NO. 207. < 9*2 12 1 J80-00 62.05 J1.09 9 + 66 67 68 (WIDTH AS INDICATED) S gbEy ROAD 2,5*J1'4e 110.00 49.01 24.92 + EET 69 C5) 5 10 0� 4j /ij.if (Q 1 3 2050J1'4r 38.00 136.31 W. PT 7 250J1'4l6" 184.J5 462.14 41.76 60.00, 220 2800p 57 84011'46" 25-00 36.74 22-59 W182J�* 25-00 37.66 2J.44 *58 -9 19 0 60 < .......... 0 CN+ + J+5J.08 LOVE COURT CN U =9+66.11 ABBEY ROAD 7 -1-59,o i 12 5 lu 10 9.418 10 FL 6 17.66' 100.72 J+70.00 LEONA COURT .29 12+99.52 ABBEY ROAD 5 V) .......... pal 7 0 Lj 3 CN CO.? LL] 9 ....... 9 .......... => 8 0 C-4 63 64 W 16' LLJ 9 18-25' 53.00a , A -1 1-1- i 11 7' 6' 53-00, 5j.00, 4.9.72 W= 8 13+41.68 Underground Service Alert 5 E C.R. 7 C%i LLJ 54 9 '�E 153 00 52 + 61 ASS 7 + C4 0 20 40 80 120 160 1�800 SEE RoAj) 30 20 0 SHEET 46- 12 227�2600 SCALEI- 10=401 R 0 rc-)7 r_r TWO WORKING DAYS BEFORE YOU DIG CAUTION": Remember that the USA Center notifies only those utilities belonginy to the cen er here could be other u ilities present at the work site. The center will 0 t T TRAr..T 20 inform you of whom they will notify, NOTE: COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT 23067-4, I.P. NO. 99001 SHEET NO. ,.C:! TRANSPORTATION DEPARTMENT IRVINE INC FF-10�Ess 4 WORK CONTAINED WITHIN THESE PLANS .1-1 COUNTY OF RIVERSIDE S�S`jl E S S 0, ,D- I/ , APPROVED BY: . CO. SUR. T-27-81 IN CONCRETE cc SHALL NOT COMMENCE UNTIL AN < INLAND EMPIRE REGION FLUSH ±0.3 Mi. WLY. OF BurrERFIELD STAGE RD. ±12' W. OF 10 S'x <� CD OFILE MIT AND/OR A 0 -%, - n 4j 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN GRADING PERMIT HAS BEEN ISSUED. RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA i2' W. OF UTILITY POLE #1751190E 'ALA&& NO 33950 A- NO. ELEVATION 1230.56 rn PLANNING/ENGINEERING/SUR VE YIN G/GOVERNMENT RELATIONS EXP. 6/30/02 LOVE CT./ LEONA CT. The pnvate engmw signing ffiese pbw is reWsAk for assunng the xww KH Er OTHMAN, R.C.E. OF SHTS. y P PREPARED BY: and acceptobility of the design hmon h ffie event of d&r�wxm ansing ofter R.C.E. No. 58020 coun� aWovd or during IF C Ivil- construction, the pirivate engrow sball be mmn6k SCALE: F APPR. DATE for determining an occeptable solugon or revising ffie pkns for appml T LE NO. CALI REVISIONS S N n C-r' C'V_NTI:Y HOMES 1097 We county. E N G RNI E EL-R, RL(;0M1%CNULU PAULr. HIVIDDLE�IiON, jR. 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U) ................... .......... ............................ ........................ ... ............... .............. ........................................... .......... 4 T T V ................................ ...... 1X7. 12 5. ........... t................. L- L L .... .......... 8 0 2 3 4 5 PRonLE LC40 6 C-4i EXIST. GRI). 0 TOP OF W*LYFF CURIBI,i/e""/ 01 1 40*- 0 HORIZ 1+00.00 LYDIA COURT VEP T. 1 40 =15+83.05 ABBEY ROAD CONS LLJ O�' 1+45.43 CONST. 0.25' A.C. WITH SEALCOAT OVER 0.70' A.B. CL. 11 WITH PRIMECOAT LL_ 6w C.F. CV) 1+48.43 3 CONSTRUCT 6' TYPE "A-6!" CURB PER RIVERSIDE COUNTY STANDARD NO. 200. i On C.F.4' F 5 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401.(4!' THICKNESS) 66. 0; 66. 09 9 2 RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A. 43 1+63.10 q �1 b 7 6 C.B.#16 W=28' INSTALL STREET LIGHT PER RIV. COUNTY STD. NO. 1000. 6" Q.F. 7 1+45. 2+07.13 (U 2+10.13 1 On C.F. F 0 Li mg 63 ju ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. _\N:::� L -1 1+77.77 SEE SIGN & STRIPING PLAN FOR R-1 "STOP'" SIGN Lij 4 1 On C.F. 0 & STOP LEGEND. 7 2+24.80 Ck CU C.B.#17A W=28' < 1+83.77 INSTALL STREET NAME SIGNS PER RIVERSIDE COUNTY STANDARD NO. 816. S816 6" C.F. CONST. UNDER SIDEWALK DRAINAGE STRUCTURE PER RIV. CO. STD. NO. 303. 03 13-G- dD 17 2+39.47 L -1 C3 0., i?� _j 1+47.15 jo. 1 On C.F. U_ CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD NO. 207.(WIDTH AS INDICATED) 6" C.F. 432 51 36 \ , !0 1+5 ZD 00 1+50.15 DETAIL FOR CA #16 10- C.F.- 3 2+45.47 F -1 3 6" C.F. N.T.S N 50 4 N TAAGEWT 1+54.32 C I I BEANNGIFIDEL TA RAMUS LE% C.B.#17 W=7' 9402847" 25.00 41-22 27.04 0 4 C3 8k 5 < 0 U 0 80 120 160 02 90*J449 25.00 J9.52 25-25 a_ - 8. C Li 1+58.49 DETAIL FOR C.B. #17A 80 74' e464-8" 770.00 91.12 45.61 a- 6 1 On C.F. N.T.S. SCALE: 1'=40" e4648" 750.00 88.75 44.43 1+64.49 e4648w 7JO.00 86.J8 4J.24 6 C.F. 0 6 10*1413�" 110.00 19-65 9.85 .4 5 ��71 9605 1'37" 60.00 101.43 6765 40 8+36.J1 31? 41 RAD. PT. 08 7602J'l 1 55.00 73.jj ____4J.27 Cn LLJ DETAIL FOR CA #17 + 37 38 43 (9) 7602J'l 1" J5.00 46.66 27-54 :�>� 5 0 N,T.S. 9 100 NOT USED 32.41' 56.0' 9 x LU 44 11 230294 1 280-00 114.82 58.2J 0 48 3 2 ------ 66.61 3 Lj E. - I @ 2X29 P4 1 J00.00 123.02 62-J9 U 60 00' E-C-t<- 50-00" TC 55 2,r29'41 1J1-22 66.55 ar- ii J20.00 0 Underground Service Alert 104 15100"38 110.00 28-82 14.49 9 11 NOT USED 70 I'l r ...... 10 (1D6 21L 38-00 1J9.29 X 1�800 47 45 0 + Z U0 00 227�2600 7 *6 9 ca 4 3 --A + �0 TWO WORKING DAYS BEFORE YOU DIG 00 LYDIA COURT x CAUTION": Remember that the USA Center x notifies only those utilities belongin t the cen er here could be other u il i t 9ie s 0 present at the work site. The center will inform you of whom they will notify. t T y - R-rl-\ 23- 00 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER 13ENCHMARK: TRACT 23067-4, LP, NO, 990017 SHEET NO. TRANSPORTATION DEPARTMENT IRVINE, INC COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS ,MV E S�Slf i. 0off roxo N A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE C.0 SHALL NOT COMMENCE UNTIL AN A.a APPROVED BY: 4;) roo, INLAND EMPIRE REGION FLUSH ±0.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±12' W. OF �v 0 Nz- OFILE MIT AND/OR A 2f,�I -I.- �� 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DV(. ±45' N. OF C/L RANCHO CALIF. RD. IN AN GRADING PERMIT HAS BEEN ISSUED. RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA ±2' W. OF UTILITY POLE J1751190E 0 rq ELEVATION 1230-56 NEI 5802 P L ANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS EXP, 6/30/02 :30/02 tn LYDIA COURT Uj ;V ,CE 'A. _OTHMAN, R.C.E. DATE EW 6/ 7he prhee enginff &�* ffiese pkns is respons6k for assu6W the ocmucy KHAI F6 OF SHTS. PREPARED BY: and acceptability of the design bffm. In Me event of discmpancies miskj after 'A R.C.E. No. 58020 cm� approval or during cons&wtion, the MWe engivff shd be reWm&e 1� CIV civn- MARK BY___tDATE APPR. DATE lye, SCALE: for determining an xceptoble Wution or revising Me #uns for apprml by REVISIONS C Ll Or CALI� FILE NO. VT_ TTY-P the county. ENGINEER COUNTY ime,*e;*vr_ eopdlo�p DATE PA R. HUDDLESTON, JR. R. '.E.58020 DATE H: AS NOTED V: CENTEX HOMES 919-23067 ... .... .. ................... ......... 907y.c. M -OR 4 , .1 .. 1./ 7-1 .......... .................................... ...................................... ............. ............... ............ ... ............ ........ .. ............... ....... .................. 1W - . . ... ........ 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G .. . ............ ................... .......... .......... ... ........ ...................... ............ L( ..... . ......... ...................... L .......... .. ..... ...... ............ 1 2 3 4 5 PwnLE 6 9 0 SC �:g of TIO L-Who HORIZ: 1 = V9 $I CONST. 0.25' A.C. WITH SEALCOAT OVER 0.70' A.B. CL. 11 WITH PRIMECOAT. VERT: 1 = 4* < 2 CONST. 0.36' A.C. WITH SEALCOAT OVER 0.85' A.B. CL. 11 WITH PRIMECOAT C_� CHANNEL STREET 2+88.00 CHAOTE STREET E S Fg SE ET 15 3 CONSTRUCT 6 TYPE "A-15" CURB PER RIVERSIDE COUNTY STANDARD NO. 200. 45+18.77 NIGHTHAWK PASS ao -A: Q, Q�: i L cia L 11� 6 11 _Li ji� CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401 .(,V THICKNESS) L4 -2Y 8+95.91 CHAOTE STREET + CPj 7 S RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A. 3 =26+65.51 NIGHTHAWK PASS C)Rj J R_, -1 C* 7 2 +19.49 M1 ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. 4,4+13.86 .47 V) C', Cl) %\ + + rc NP B.C.k. SEE SIGN & STRIPING PLAN FOR R-1 "STOP" SIGN 3 AND PAINT STOP BAR & STOP LEGEND. C%j LLI rr) INSTALL STREET LIGHT PER RIVERSIDE COUNTY STANDARD NO. 1000. Cf) + C%4 LLI PHASE INSTALL STREET NAME SIGNS PER RIVERSIDE COUNTY STANDARD NO. 816 0, 9 7 44+71.53 ........ . . . ...................... N 4 IK,77 160 Ui %-t 72 M B.C.R. + ........ .. .... ------- DA TA TABLE 36 -C-R- 3 BLEAMNGIDELTA RADIUS LENGIH TANGENT 645.57 5 2 PHASE-- 00 90000100P 25.00 J9.27 25.00 280 50.361 44.06' 71-621 66.95' 7Z65' 60.17, 51.75' '2 3 ' 2 .9 25-00 40.45 26.2,1 (D 27+1347 r 3 87*25Je 25-00 J8.15 2J.90 9 41, 5 EC-R + 7 71 7 1 (4) 11044'05" 522-00 106.91 5J.64 LLJ 2 00 37 1 1*44'05jr < cr� 6 500-00 102.40 5 1.J8 EL + 31 32 34 35 3& LL-1 06 + C4 �_ 2�0' ou 11044'05" 478.00 9790 49.12 94.94* 7 66. C�_ C 7 4 LO 3 5 LLI C NNEL STRE T (7) 88047'01* ___25.00 38.74 24.47 + < 7+65.57 SEE SHEET 15 91012'59" 25-00 J9.80 25.54 B.C.R. + C14 CY- AS S r-_j +06 K 70 Ui 6 NIGHT SEE ViEE@T 6 1+00.00 CHAOTE STREET cn =7+20.57 ABBEY ROAD U) C-4 LLJ + sEl CIA 0 AVE SHEET 8 LLJ r LLJ 6' 14' 3'All, A 6' 219 3 Underground Service Alert A,- 4 C\, LLJ FLOW C* 04 C FLOW L4 11 cc LL: LA: 0 LA:0 U: in C C14 Cb 0 L� Lt LO (i . (3 0� - (0 0 LP (0 7 F a6 L) 0 + + F_ + + (D 0 N rix ac S: 00 00 0i 00 00 1�800 + QD + + 0 20 40 80 120 160 00 + c6 C4 (_=0 C14 (0 to 0 LLO LL: C*4 caj 64 U) LL: W� Ci 0� C5 O� 0 L� LL: LL:�LL: Ui C-) rn A Lj 227�2600 03 C3 (3 1 - - - ___j SCALE: 1 40 tn C%4 (D CIO :6 d-.0'.'k, ?n+ a + it + 00 00 00 OD (14 0 C*4 0 C14 (14 0 04 ED + ai FLOW- + N (j 00 FLOW k* TWO WORKING DAYS BEFORE YOU DIG C�/ 1 69 3f A*� (b) 6' 21' 30 4�1 > %L X CAUTION": Remember that the USA Center >1 notifies only those utilities belongin to LOCAL DEPRESSION DETAL FOR C.B. #4 LOCAL DEPRESSION DETAIL FOR C.B. #3 the center. There could be other Jilities LOCAL DEPRESSION DETAIL FOR C.B. #9 LOCAL DEPRESSION DETAIL FOR C.B. #10 present at the work site. The center will ------ N.T.S. N.T.S. inform you of whom they will notify. N.T.S.-"' N.T.S. M NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT 230674,111111,111111�5, I.P. NO. 990018 SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT FESS 4D nV E S�Sin. IRVINE, INC COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN APPROVED BY: UDDt A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE /31 ) Q0 x INLAND EMPIRE REGION FLUSH ±0.3 MI. W-Y. OF BUTTERFIELD STAGE RD. ±12' W. OF 12 0 MIT OFILE 0 -01, 2900 ADAMS STREET, SUITE A-15 0 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN GRADING PERMIT HAS BEEN ISSUED. % A -- RIVERSIDE CA 92504 (90911352-7200 UNIMPROVED AREA ±2' W. OF UTILITY POLE J175i1190E M_�OA NO. 58020 M 0 ELEVA`TION 1230.56 NO. :33950 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS Iftlill FXP. o;1-inInp rn LI r% C"Vn. 30/02 r\A-rC* 30/02 ............ I\HALr L_AF_ JV/V4 fill the pawte &,gh-wer &Vnel ffese Ons is fe*m&* for munng ffe accurw 11A. MAN, R.C.AE. Fj Llfrl\I L_ a .11l 9 9 1% OF SHTS.and xceptability of the design hevm In Me event of dscMwncks ambg after R.C.E. 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CURB PER RIVERSIDE COUNTY STANDARD NO. 200.5 --- CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401.(4!' THICKNESS) DATA TABff &7 - RAMP PER RIVERSIDE COUNTY STANDARD NO, 403, CASE A. BEARINGIDaTA RADIUS LENGTH TAN" D9 -- INSTALL STREET LIGHT PER RIVERSIDE COUNTY STANDARD NO. 1 000.ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED. ,98029'04" 25-00 42.97 29.01 n 0 Lij 017 -- SEE SIGN & STRIPING PLAN FOR R-1 "STOP" SIGN Cn 02 9X49"Or 25.00 40.94 26.72 > AND PAINT STOP BAR & STOP LEGEND. LL1 03 16�36'41 J20-00 92.78 46.72 INSTALL STREET NAME SIGNS PER RIVERSIDE COUNTY STANDARD NO. 816. 0!� LLJ 16OJ64 1 300-00 86.98 43.80 < A C4, N IV�L S 160364 1 280-00 81.18 40.88 S.RR.10 96 89.45 245 Q�2(r4 1'3019 490.00 176.Iro- 07 264 1'301V 470.00 169.7J 85.80 24 + LLi 03 CN 34004'57" 110.00 65.43 J3.72 5 7 C\j 08 23 17.21' 3 31+60.01 09 198006'5 Y" J8.00 lull C�l cx:. 32 B.C.R.C> 0404J2,r 450.00 3710 18.56 % Lij + nns ')-4 5 7'It- 34 fl) -A 5 90000,00-V 25.00 39-27 25.00 2+54.44 SHORT COURT < CHAN Lij 82 9 =J2+02.1J CHANNEL STREET 0� 30 66. # 3 S 1yoolie 110.00 28. 14.49 a_ 63 62" 48 45* A-00 216r0ilir 38-00 lJ9.29 7 Lij slfeR 103 Cb !rM�'V W 15 441g A, 8601824'" 25-00 J7.66 2J.44 5J.91 Q 2)9 ........... ...... r 22.8 n10 (4) 26.20* cn 32+47.1 U 3 EC.R 7 61# 0 59.1 12,u6 30' - -4+26.72 KATIE COURT L 20"5 x 9 LL-1 =29+00.59 CHANNEL STREET 9 Ch z 5 21 Z2 LIJ 22 9 + U C14.1?0?IQ SEE C.S -, )< + LL! L2 T_ z Underground Service Alert CN Q: ./P __j 40 L 28 x 4 7 1�800 0 z 227�2600 41 TWO WORKING DAYS BEFORE YOU DIG _ /* x 0 20 40 80 120 160 x Iro. x CAUTION": Remember that the USA Center onginy 0 0 notifies only those utilities bel t __j the center. There could be other u ilities SCALE: 1 40' present at the work site. The center will 20- Dr,-')7 R A 2 3- 0 7 inform you of whom they will notify. M NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: TRACT 23067-59 1,P, NO. 990018 SHEET NO. TRANSPORTATION DEPARTMENT IRVINE INC COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS r E S S jm�. � A BRASS DISK STAMPED RIV, CO. SUR. T-27-81 IN CONCRETE cc APPROVED BY: I)Dtt 1 13 0 INLAND EMPIRE REGION SHALL NOT COMMENCE UNTIL AN 10"Al, 1- FLUSH ±0.3 MI. V&Y. OF BUTTERFIELD STAGE RD. ±12' W. OF OFILE 0 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN MIT AND/OR A Q IZI, UNIMPROVED AREA +2' W. OF UTILITY POLE J1751190E GRADING PERMIT HAS BEEN ISSUED. 5�1 NO. 58 ELEVATION 1230.56 RIVERSIDE CA 92504 (909)352-7200 rn PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS /0 A EXP. 6/30/02 rn NO. 339 ;V ) _�HALr.%'_0T_HMAN, R.C.E. 33950 EXP.: 6/30/02 DATE V KATIE CT./SHORT CT. Me pwate engmw signog these plans is reVonsibk for assuring Me occmq EXP. 6/ PREPARED BY: OF SHTS.R.C.E. NO. 58020.......... W T77 l71 W.n C U coun� awmal MARK Y DATE APPR. DATE SCALE: FI E OP CAL CALI� TY and acce plability of the design hereon In the event of&xrepancies ansing after CIV C IVIL. FOR N or during constniction, the prWe engkw stdl be mponsible B la/10 If# NO. or qpMwl for detennining an occeota* solution or rewsing the plans f by REVISIONS 0 DOC H- V: AS NOTED CENTEX HOMES Q_-23067 COI INTY P r-r- r)AfF PAUL HUDDLEST N, JR. 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LiJ .................................4 ...........I . I . N.. ... . . . . ,, ".'' I ...... ...... 00,1..vc,. ....................................... ...... ..... .................. .... ................ ...................................... 'P.I.=94.08 9386 ... ...................... ...................... .. .... ....................... ........................ IST L.......................... ................... ......... ........... -4 4-- ...................... ............ ........................... ...... ..... ................ . ....... ------------ --------- ...... 0 33 34 36 PROnLE SC4LES 37 38 39 40 41 42 I 40P 52 1 4* 54 QQNSjEU_C_T_10t4 NQ 51 53 55 CONST. 0.25' A.C. WITH SEALCOAT OVER 0.70' A.B. CL. 11 WITH PRIMECOAT. 9 56.64t 56-64' 56.64- 3 CONSTRUCT 6!' TYPE "A-6' CURB PER RIVERSIDE COUNTY STANDARD NO. 200. 50 56.6k 1 14 --- 5 5) CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401 .(4!' THICKNESS) 3 14' 6' 7 RAMP PER RIVERSIDE COUNTY STANDARD NO. 403, CASE A. INSTALL STREET LIGHT PER RIVERSIDE COUNTY STANDARD NO. 1000. <0 to 0 ADJUST VALVES AND MANHOLES TO GRADE AS INDICATED.r) 1 5 tK' cn pq N 9 LL: a6 6 > 0 %j 04 49 57 SEE SIGN & STRIPING PLAN FOR R-1 "STOP" SIGN + rw + ot + + + 0 AND PAINT STOP BAR & STOP LEGEND. x 266-98, 1 .6) INSTALL STREET NAME SIGNS PER RIVERSIDE COUNTY STANDARD NO. 816. 7 0��N;f 4 1000 L- - - - - 5 A:) DA TA TA 8L E 17 3 �f 00 CJ BUWGIDELTA R401US LENG7H TANGE1VT 00 79'0 15"12'" J18-00 4J9.88 26J.JJ 0) FLOW 3 9 9 0 Coco 16, C2 I 7T1 3 \) - 'ob L 79 15'17 282.00 J90.08 2JJ.52 47 & Lli LOM DEPRESSION DETAIL FOR C.B. _#13 <�c XV C4J 9T00100,w 25.00 J9.27 25-00 Elf >/ < N.T.S. Lro- a_ LO - 8 2*0,q2,9" 25-00 38.03 23.79 Lij 4 r - - 1 Q 4 RA \r. 2 3- 0 "U-1 16 'tK- 9 18 Lij 4 N X Ic 5 7 5 J2+61.66 CHANNEL 5 <7x=55+84.89 NIGHTHAWK PASS 3 52v 0. (,n 00or 0 'T 9 7 10 0 100. .9 %P1 %S%l x 01 20 Aof %K OC% 4f% 5 40;N LLJ Q L or 4r� ry z x 17 21 Underground Service Alert `%�C�'IFLOW 7 U 7 X TC X 1�800 9 0 0 (0 0 41+55.6 CHA TR (0 Le T q LA: 0 ABBEY ROAD 227�2600 00 0 0 LF, Cq + r 2 ,T + 1 + , + 0 0 0 %_ 06 qt TWO WORKING DAYS BEFORE YOU DIG 14t 0 20 40 80 120 160 x 31 6' x "CAUTION": Remember that the USA Center X notifies on.ly those utilities belonginy to 1 0 the center There could be other u ilities C.B. 114 -1 A 01 present nt thp work site. The cpnter will SCALE:inform you of whom they will notify, N.T.S.NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT 23067-5, I.P. NO, 990018 SHEET NO. TRANSPORTATION DEPARTMENT M� IRVINE INC O:F-10�Essl WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE qIQLof E S�Sjn, F4,f�j A. [7- APPROVED BY: A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE UD SHALL NOT COMMENCE UNTIL AN t INLAND EMPIRE REGION 16 0 4V 1q_ FLUSH ±0.3 Mi. WLY. OF BurrERFIELD STAGE RD. ±1 2' W. OF OFILE ENCROACHMENT PERMIT AND/CIR A -1 2900 ADAMS STREET, SUITE A-15 AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN rA GRADING PERMIT HAS BEEN ISSUED. RIVERSIDE CA 92504 (909)352-7200 UNIMPROVED AREA i2' W. OF unury PoLE #11751190E C I n NO 33950 NO 58020 - An ELEVATION - 1230-56 PLANNING/ENGINEER ING/SUR VEYING/GOVERNMENT RELATIONS S EW 6/30/02 EW 6/30/020 CHANNEL STREET The pnvate engineer -9gaing these plans is responsbk for munng the occuracy OL '�HALE OTHMAN, R.C.E. 33950 EXP.: 6/30/02 DATE OF SHTS. PREPARED BY: IL L14 co and xce#oboli� of the design hffeon In ffie event of dw* mpaxia afrw+q after R.C.E. NO. 58020 FOP W C &IF CAI-V S FILE N coun APPR.1 DATE I", CALE: � M"Va' or du"ng cons&uc"ffl, * P6ee N*wr sha" 'e M*""e MARK DATE C L q- _/0 for deteanining an wopta* solution or revising ffie pkns for qWml irf REVISIONS r\-jk-r-06- W A r1k I^Ik -N-%1 1 Krr\L/ S NOTED rFNTFY HOMFI; i g iw EZ PAUL�A. HUDE)ILL311014, JR. R.U.E.58020 Ut-k I r_ REC MENDED ere