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Home My WebLink About04-136A_04-172 GENERAL NOTES ��1&� ,.,\ AT F STREET IMPROVEMENT ANTITI CITY OF LAKE ELSINORE �-,� TOTAL 1. Note to Contractors: The existence and location of any �g 37��5�� P'�kup=16.2 c6 0 DESCRIPTION QUANi1TY QUANTITY underground utility pipes or structures shown on these \ i CONSTRUCT A.C. OVER A.B. CL II PER TYPICAL SECTIONS ON SHEET 3 57,857 S.F. 949,265 S.F. plans were obtained n a search of available records. IMPROVEMENT PLANS TRACT DRAIN // , /, CONSTRUCT 6"TYPE A-6"CURB PER RIVERSIDE COUNTY STANDARD NO. 201.. 2,�J61 Lf. Approval of these plans by the City t Lake Elsinore does BT019WEr3 LEE�j EX�ryPE'X INLETS J CONSTRUCT 8'TYPE A-8'CURB PER RIVERSIDE COUNTY STANDARD N0.201. 5,93J LF. no constitute a representation as to the accuracy or ��T� - i tS' =38.5 cPs completeness of the location, not the existence or BTOIVJ DRAM L1Ne'AI' / \ :- oD= c s 4 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO, 401, 4"THICKNESS 248M SF. 19A416 Sr. non-existence of any underground utility, pipe or structures 8ff SHEET y�A n- •\ TROT u�N cfss 5 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO•s. 209&209A. 9,619 SF. within the limits of the project. The Contractor is required TRACT No. 25479 GB 1 STORM DRAINSHEET 33�C/ y/ Bp2b 6 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DNG.NO. 101 35 EA. to take all due precautionary measures for the protection CC 22 8 efs of all utilities, pipes or structures, whether shown on these 0 I=2.5 cis t>/ • ,� / ` 187 I 0 oe ,1 c s 7 INSTALL STREET NAME$IONS PER CITY OF LAKE ELSINORE STANDARD DWG. NO.201 JO EA. plans or not. Any utility damaged during the performance OD=• c s T/ Picku 19.9 cis - - Of the work shall be repaired or replaced to the Pickup=4.0cf �. 186 ggBp2o 8 GRIND AND OVERLAY(1 1/1'MIN.)EXYS77NG PAVEMENT AS SHOWN ON PLANS. 10,26J IF. 10,20 S.F. satisfaction of the governing agency by the Contractor at �� / ( 0 6.3 cf, 9 SANCUT EXIS71MG A.C.PAVEMENT AS SHOWN ON PLANS. 4187 L.F. 5,187 LF. his expense. CAST-IN-PLACE CONCRETE PIPE REQUIREMENTS INLET S/' // --,65� I^ IDO= a, O =67.kb 1811 4 Plckup-10.lcfs INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS NO,810 2 EA. 2. All work shall conform to City Codes, Standard 1. FOR QUALITY CONTROL,EXPERIENCE C E PLACEMENT SHALL BE INSPECTED BY AN EXPERIENCED R.C.E. OR TECHNICIAN HAVING `�� DO-t •4 a e 191 190 181 I~ INLET 1� CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. STANDARD NO.. 311(CASE PER DETAIL ON SHEET 2) 21 EA. SUITABLE C.I.P.C.P. EXPERIENCE 192 i Q = 6.4 cfe I 0 Specifications for Public Works (Latest Edition), and w 193 N W DD= e a CONSTRUCT BUS TURNOUT PER RIVERSIDE COUNTY STANDARD PLAN NO. 814(DETAIL 12 ON SHEET J) A �3 Standard Drawing of the County of Riverside. It is the 2. CONTROL CONCRETE BY MEANS OF 6"x 12"TEST CYLINDERS - MINIMUM OF 1 SET OF FOUR 4 I� Contractor's responsibility to be familiar with these CYLINDERS PER 100 C.Y.,AND NOT LESS THAN TWO(2)SETS OF CYLINDERS PER EACH DAYS POUR - 19594 ( �y ® CONSTRUCT 8'TYPE b'CURB PER RIVERSIDE COUNTY STANDARD N0.204 J;06J LF. gp C standards and codes at all times. I# / 96 79 180 181 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PUN NO. 1000 69 EA. C 3. SUPPLYING BATCH PUNT SHALL BE INSPECTED AT THE START OF CONSTRUCTION AND NOT LESS THAN TAT / 197 77 178 -_J I ® A 8 z ONCE EACH WEEK THEREAFTER TO OBSERVE PLANT OPERATIONS, BATCH WEIGHTS,AND OTHER CONCRETE �B/'- / 198 176 CL7N87R1/CT DOUBLE MAST ARM 9500 LUMEN STREET LIGHT PER APWA S1U 443-1, C2-8(DETAIL 15 DN SHEET 2) J EA. • CJ In The contractor shall notify the City Public Works CONTROL MEASURES 6 cis / 199 - I Bp18 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO.. 1001 11 EA. 15 EA. Inspector 48 hours prior 31 beginning any work. Call for oo= 9c / / =g.7 ct, ® E Z inspection at (714) 674-3124 Ext. 25 between the hours 4. CONCRETE MIXES SHALL NOT HAVE LESS THAN SIX(6) SACKS OF PORTLAND CEMENT PER CU.YD. Pickup=8.9cfs / / 20 / •j2Q - c, © CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN PER RIVERSIDE COUNTY STANDARD PUN Na 309 I EA, 4 EA. 3 > 00 3TOW.1 DRAIN LEE � 201 Ol Of 9:00 am f0 4:00 pm Monday through Friday. 5. CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL PRIOR TO - /� 221 Plckup=10.3cfs 9ff 9FEET 3:1 /- p 219 169 � CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207. 257 EA. � START OF CONSTRUCTION \\ /r /1B 1 TD Bp17 ® ' CO 4. Contractor shall maintain traffic control in accordance Bp15 /' 03 / 171 A 5.2 cis ® CONSTRUCT 22000 LUMEN STREET LIGHT TO BE INSTALLED ON SIGNAL POST PER SEPARATE PLANS I1 EA. 14 EA. DO 6. IF AND WHEN FLOW VELOCITY EXCEEDS 10 F.P.S.A 140'SEGMENT OF THE C.I.P.C.P. INVERT SWILL B !.5 cfs -/ _1 17 172 / CONSTRUCT 8'TYPE A2-200 CURB PER CAL-7RANS STD.PUN A87 4,552 LF 4,552 LF. with COitrons Traffic Monuol at o11 limes during construction THICKENED 2 INCHES IN WALL THICKNESS AS*SACRIFICIAL CONCRETE"TO RESIST ABRASION.COMPRESS \ c s /� n 94 `_ 1 173 I 167 Pl�p-11.2eh as approved by City Engineer or his representative. Failure STRENGTH OF CONCRETE FOR DESIGN VELOCITIES>20 F.P.S.SHALL BE F'c - 4,000 PSI. FOR DESIGN Pickup=5.3cfs / OS 1 RIVERSIDE COUNTY CONSTRUCT LOCAL DEPRESSION PER CAL-TRANS STD.PLAN D78 CASE PER DETAIL ON SHEET 2 to do shall require immediate work stoppage. VELOCITIES >_30 F.P.S. F'c-5,000 PSI SHALL BE PROVIDED / ® ( ) 6 EA. 6 EA. 174 / 166 I IMPROVEMENT L PLANS CONSTRUCT CURB RAMP TYPE A"PER CAL-TRANS STD. PLAN A88A USE 0'CURB FACE AT RAMP 7. MAXIMUM PERMISSIBLE CONCRETE SLUMP SHALL BE 2 1/2". ( 1 1/2"MIN. TO 2 1/2" MAX.) / 1 5 TREWS LANE ® ( ) 6 EA. 6 EA. re5. It shall ep the Contractor's responsibility to hove a / / 16{ 165 TRACT BOUNDARY ® CONSTRUCT CURB RAMP DEPRESSION TYPE"C"PER CAL-TRANS STD. PLAN A884(USE 0"CURB FACE AT RAMP) 2 EA• 2 EA. responsible representative at the job Site at 011 times B. CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION,AND ROD FOR WALL / 207 \ 1 \ 163 COUNTY BOUNDARY during construction. THICKNESS AT A MIN. OF 25 C.Y. OF THE POUR / 2 / 162 I ® CONSTRUCT 6'TYPE Ai-150'CURB PER CAL-TRANS STD,PLAN A87 406 L.F. 408 IL 9. AT THE END OF ALL POURS AND AT THE END OF EACH WORKING DAY,THE CONTRACTOR SHALL INSTALL /� 2oe 211 7147148 C161 157 / / PAVING LEGEND ® CONSTRUCT J A.C.PAVING OVER COMPACTED NATIVE 158 SF. 158 S.F. 158 ry 230 229 15 6. It shall be the responsibility of the Contractor to /4 DOWELS 24"LONG, 12'INTO THE LAST POUR AT 12"CENTERS AROUND THE CIRCUMFERENCE OF / / / Y10 \ 159 - arrange for the necessary relocation of any utilities. CAST-IN-PLACE PIPE / 46 Contractor shall notify oil utility companies involved at least .fiats \48 hours prior to beginning work. The contractor shall also ��/� / / 211 Z28 d/ INDICATES PROPOSED A.C. PAVING akap f ,: , / ESTIMATE OF STORM DRAIN QUANTITIES contact Underground Service Alert (U.S.A) at ADDITIONAL NOTES FOR CAST-IN-PUCE CONCRETE PIPE CONSTRUCTION h / 1 4 43 /( INDICATES PROPOSED OVERLAY CAL-TRANS TOTAL 1-800-422-4133 of least 48 hours prior to beginning 232 - - P 9� 9 1. JUNCTION STRUCTURES SHOWN ON THE PUNS ARE FOR REINFORCED CONCRETE PIPE. THE PIIOP" / 2S3 2274V/ 121 \ 142 152 15 ( NQ 1 QUANTITY Work. FOLLOWING SUBSTITUTION SHALL BE MADE / �` 122 153 JUNCTION STRUCTURES FOR USE WITH C.I.P.C.P. / 141 151 1S51S6I INSTALL 12 N.D.P.E. PIPE 108 L. / 34 226 / 123 I INDICATES PROPOSED CONCRETE SIDEWALK 7. The Contractor shall be responsible for the clearing of / u. / if STOFMDFUNUT'H{' 140 INSTALL id'R.C.P. (GLASS IV)• 1,484 L.F. a -A JUNCTION STRUCTURE No. 4 (JS229) SHALL BE REPLACED WITH EITHER A JUNCTION 38 _ -__.... the proposed work area, and relocation and cost of all r STRUCTURE No.2 (J5227) OR A TRANSITION STRUCTURE No.3 (TS303). / / / �2 7103� T�124 \ 139 138 137 138 TATNT INSTALL 24'R.C.P. (CLASS IV)- existing utilities. Subdivider must inform City of Lake b - A JUNCTION STRUCTURE No.2 (JS227) SHALL BE REPLACED WITH ATRANSITION / 36 223 / \ 102 101 125 Elsinore of construction schedule prior to the beginning of STRUCTURE No.3 (TS303). / /237 2 - 100 126 -_ - _ CBp21 INSTALL 30'R.C.P. (SEE PROFILE FOR D-LOAD)• 215 L.F. construction. % / 9I 127 ._ Q =9.4 cts INSTALL 36'R.C.P. (SEE PROFILE FOR D-LOAD) 1,416 L.F.2. STANDARD DRAWING Na.JS 227 JUNCTION STRUCTURE No.2 WHEN USED WITH D.I.P.0 P. / - h 8. All underground facilities With laterals shall be in place SHALL BE MODIFIED TO INCLUDE CONCRETE BACKFILL 1 FOOT OVER THE C.I.P.D.P. /I T �' / 238 \ 98 128 ( )• �. / �� 97 129 130 Plckup-11.OScis INSTALL 42'R.C.P. SEE PROFILE FOR D-LOAD 644 L.F. ggB 7 219 104 131 _ prior to paving the street section, including but not limited 0/-9.9cis / \ 51 5 105 96 6/1 8.1e s 132 to sewer, water, telephone, electricity, gas and drainage Do= .c s / 240 53 p1 106 \ 95 - 133134 135 NOTE -INSTALL 48'R.C.P. (SEE PROFILE FOR D-LOAD)• 470 L.F. facilities. Picku=17.7c / /150 256 13. h \� 1. ALL VALVES AND MANHOLES SHALL BE ADJUSTED TO FINAL CONSTRUCT CONCRETE COLLAR PER R.C.F.C. d W.C.D. STD. ONG. NO. M 803. iJ EA. p- 94 P ku=1 .Bet DIMENSIONS OF CAST IN PLACE CONCRETE PIPE / 241 219 10 93 92 91 90 89 STREET FINISH SURFACE PER APPROPRIATE PUNS. 9. All Street sections are tentative. Additional soil tests will I /II _ 248 120 Iekup CONSTRUCT J.S. NO. 2 PER R.CF.C. d W.C.D. STD.DWG. N0. JS 227. 2 EA. NOMINAL OUTER WITH OF NOMINAL SIDEWALL CCBpi .�---- 247/ sl 118 109 BTOW4 DRAM LAT'I-6' 2. ALL BLUE DOT PAVEMENT MARKER SHALL BE INSTALLED AT CONSTRUCT J.S. N0. 4 PER R.C.F.C. d W.C.D. STD.ONO. N0. JS 229. 1 EA. I 1 p be taken after rough grading to determine the exact DIAMETER DIAMETER PIPE TRENCH THICKNESS THICKNESS 0 =2.7ch / 242\ / 117 11 �BEEBHI�•T 3Q 88 87 AN LINE M LOCATIONS PER THE WATER PLANS. section required. Section thicknesses shown are for bonding (Interior) (Depth) (Nominal) (Minimum) (Minimum) oo=.c s r 111 CONSTRUCT MANHOLE Na1 PER R.CF.0 d W.C.D. STD. DING. MH 251 f0 EA. CCD purposes only. Plckup=4.2eh \ 243 7 >r „ I,2" 66 LEGAL DESCRIPTION i9 D °' B t f �' /� ` 4 CONSTRUCT MANHOLE NO. 2 PER R.CFC. d W.C.D. STD. DWG. MH 252 2 EA. BEING A SUBDIVISION OF PARCELS 2 AND 3 OF PARCEL MAP Z 10. All existing underground utilities and structures must be 72" 86" 87" 7" 7" I \ 4 / 2 11 73 74 B5 19924 ON FILE IN BOOK 122 OF PARCEL MAPS,PAGES 44-48, CONSTRUCT MANHOLE NO. 4 PER R.CFC, d W,C.D. STD. DWG. MH 254 7 EA. + f7 potholed and elevations verified prior to construction. The 48" 58" 59" 5" 5" / \ / 75 76 TOGETHER WITH PARCEL 3 OF LOT LINE ADJUSTMENT NO.02-08 Z engineer of record shall be notified of any necessary 42" 50" 51" 4" 4" / \ / } 7 t} s 77� 84 CONSTRUCT CATCH BASIN PER R.C.F.C. d W,C.D. STD. NO. CB 100. 18 EA. / RECORDED MARCH 11,2003 AS INSTRUMENT NO. 2DO3-169226, revisions to the approved Ions. The revisions shall be in 36" 43" 44" 3-1 2" 3-1 2" \ / 59 7 TOGETHER WITH PARCEL 1 AND A PORTION OF PARCEL 2 OF LOT C PD D / / / Ae CCBp9 \ /� 4 58 ao= 83 CONSTRUCT RIP-RAP PER DETAIL ON SHEET J5 J75 C. 3 the form of "AS BUILT" plans submitted to the City 30" 36" 37" 3' 3• / a =12.2e(9' "K /�~ pi p_,5ei,78 LINE ADJUSTMENT N0.03-10 RECORDED OCTOBER 31,2003 AS B. 27" 33" 34" 3" 3" l 57 6p 69 82 INSTRUMENT NO.2003-863408.ALL OF OFFICIAL RECORDS OF INSTALL 72'R.C.P. (SEE PROFILE FOR D-LOAD)" 207 L.F. 03 Engineer for approval prior to the final acceptance of the \ 5 ( 79 �' b the City Engineer. / / Plckup=19.2cfa 61 I RIVERSIDE COUNTY,CALIFORNIA. CONSTRUCT DRAINAGE INLET PER CAL-TRANS STD. PLAN D72 6 EA. 6 EA. I m project Y Y 9 / TRACT BOUNDARY \ \ :-. \56 62 fit '�:.. 67 81 LET M BTOFEA DRAIN LIEF \ 54 5352 5 �� \ I0.2�t� CONSTRUCT HEADWALL PER CAL-TRANS STD. PUN D89 10 EA. n 11. All existing monumentation disturbed or destroyed iC/ / 9ff SHEETS 27+2B 7 55 DES c during construction shall be replaced to City standards as _ t�`V/ �- Ii1LET \ Pick -.&fafi\ }8 37 36 35 I34 33 CONSTRUCT HEADWALL PER CAL-TRANS 570. PLAN 090 1 EA. approved b the City Engineer. Centerline ties are to B v Q =,11,7ci, CBpB 8l 1 BASIS OF BEARINGS: PP Y Y 9 `r/ , 0 =4.Ocb \ 1 L CONSTRUCT MODIFIED BASIN 110 PER R.CFC d W.CD.SID.DW GO 110&PER DETAIL 49 ON SHL J6 2 EA. furnished to the City Engineer upon completion of the oo= THE BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE project before acceptance is granted. t // �/ / Plckup=2L6cfs \ \ 50 40 +" PLANE COORDINATE SYSTEM,ZONE 6,NORTH AMERICAN DATUM CONSTRUCT HEADWALL&OWGWALLS PER CAL-TRANS SID.PLAN D868&PER OETAIL 50 ON SHEET 36 2 EA. INS / / INLET 2cb \ 10 / 41 1983,AS DETERMINED LOCALLY BY THE LINE BETWEEN RIGS CORS CONSTRUCT ENERGY DISS/PATOR PER A.P.W.A.SID.PLAN J84-1,SIZE AS NOTED 4 EA. 12. An Encroachment Permit shall be required for all t' D 9.7 // / c s CBp=�5.8cfs\ \ 11 48 49 42 26 27 28 29 30 31 I32 STATIONS"ESRW AND"PPBF",BOTH AS PUBLISHED ON NCS a 25 DATA SHEETS,BEING N31'30'44'W EPOCH 2O00.35 CONSTRUCT INLET TYPE X'PER R.CF.C.d W.CD.SID.DMG N0. CB 108 J EA. construction work done within Public Rights-of-Way. Before / c, L_, ( ) 9 Y o / BTOFiA DRAW LINE'O' DD= 12 24 '�� issuance of said permit, the Contractor/Developer must / Picku 18.3cfs \ 44 L IN DATA CONSTRUCT TRANSITION STRUCTURE NO.3 PER R.CF.0 d W.CD.STD.OMG N0. l5 JOJ 1 EA. Pe '1 BEE SHEET 37 p= 1} 45 / CCBi22 provide the City Engineer with Certificate of Insurance, / / \ 46 23 p -4.7cfs =36.9cfs 5 EA.255 B t t • ., CONSTRUCT PIPE ANCHORS PER DETAIL 54 ON SHEET 34 required bonding for public improvements. The / / B 6 �p=2,gct, 14 22 00= c s ao- ,[ gg/ EXISTING T 37 DRAIN LIE"✓?• \ \ Plaku-11.05cfs Pickup=58.9ch •H.D.P.E. PIPE MAY BE USED IN PLACE OF R.C.P., CLP.CP. OR C.S.P. WHEN IT DOES NOT CONFLICT encroachment permit must be present at the job site �/ 0 =5.2 cis SEE SHEET 37 ckup c s / 21 P during the total time frame of project construction with SINGLE PIPE / �/ too= c s Pickup=7.lcis , 20 LOT C WITH DESIGN PARAMETERS OF STORM DRAIN AS SHOWN HEREON. approved set of improvement plans. Plckup=8.acfs �� 15 16 19 MISCELLANEOUS CONCRETE CONSTRUCTION INDEX OF SHEETS: NOT TO SCALE '\ STORM DRAW LNE'P 13. If encroachment permit is required though the District // 17 !�9'ffT831+32 CONCRETE IDS CURB RAMPS,SIDEWALKS,M9CIILAIECIA AREAS AND GUTTER DEPRESSION&SHALL pe q g + ��,i \ 27 SH T. NO, DESCRIPTION No. 8 office of Caltrons, lease make reference to this / P S / CONFORM TO THE PROVISIONS IN SECTION 73, CONCRETE CURBS AND SIDEWALKS,"OF THE STANDARD p / / \ / /i \ TRACT BOUNDARY 28 20 30 SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 1 TITLE SHEET INDEX MAP flat in the "General Notes section of the improvement / /ggBps \ \ 2g 2-3 LOCAL DEPRESSION DETAILS TYPICAL CROSS-SECTIONS plans. / 0 =2L6cfs \ �_ \ �'/ CONCRETE FINISHES ON SIDEWALKS AND CURB RAMPS SHALL CONFORM TO THE FOLLOWING: 4-21 STREET IMPROVEMENTS PLAN&PROFILE coup. INLET \ •t `OO�� / Picku-2.Bcfs \ - ��__� �� 0 -385.9cfs 14 25 22-26 HIGHWAY 74 IMPROVEMENTS PLAN d PROFILE TOPOGRAPHIC SURVEY SOURCE: ��/ / BroHM DRAW L9Ex \ - / 0o c a \ \� 3 24 31 A. HEAVY BROOM FINISH(0.8 MINIMUM STATIC COEFFICIENT OF FRICT)ON-UNDER WET CONDITIONS)FOR 27-37 STORM DRAIN IMPROVEMENTS PLAN&PROFILE \ \ SLOPES 64 OR GREATER. AERIAL PHOTOGRAPHIC METHODS, FLOWN IN 03/18/1998 HY: «'J/ / SW SHEET 34 Sy�.� -_ -- / 12 15 CAT-1 DETAILS CALTRANS STANDARDS / E>OSIBIB SPATE R�//�y Fly CBp21 23 32 B. MEDIUM BROOM FINISH(0.8 MINIMUM STATIC COEFFICIENT OF FRICTION-UNDER WET CONDITIONS)FOR CAT-2 DETAILS CALTRANS STANDARDS ARROWHEAD MAPPING / •' An DIMING AN" 10 -- - 0 6.Bcfs \\ 11 SLOPES LESS THAN 6>:. 431 MACKAY DRIVE / / / Pic�p=10.7cfs 18 22 33 SAN BERNARDINO, CA 92401 / STowADRAM LINE'O'\ \ I10 17 34 A"P"W"A" CAL-TRANS I $ C D F (909) 887-5969 / / SEE 9FEET 30 \ x \ 21 A �«RM IwLEE J \ \ B 20 35 STANDARD DRAWINGS STANDARD DRAWINGS _ t SOILS ENGINEER: / / fiB/`=2.9 cfs SEE SHEET 32 / , r \ 384-1 A87 8" TYPE "A2-200"CURB Z 257 B/24 \ 10 38 ENERGY DISSIPATOR TR.25479 e J ALBUS-KEEFE &ASSOCIATES, INC. / ,r / Plckup=5.4cfs 256 IS =7,5cfs \ \ / �,. 443-1 DOUBLE-MAST ARM STREET LIGHTS A88A CURB RAMP (A) 1403 NORTH BATAVIA STREET, SUITE 115 ,� i DD= as \ ^ / 37 D72 DRAINAGE INLET 9 a / Plckup=11.9cfs 6 0) C m ORANGE, CA 92867 / -STORM DRAIN LINE•A• \ / D78 LOCAL DEPRESSION (714) 744-9760 / , i ME SHEET 33 \ 5 38 D86B HEADWALLS& W7NGWALLS - J.N. 1216.00 •/ // INLET TRACT BOUNDARY 4 3D D89 HEADWALL TR.25478 z P,z M (1 RIVERSIDE COUNTY D90 HEADWALL 30 8 7 / Qo= c s 0 100 200 400 600 800 3 DEVELOPER: / / �q 2 40 STANDARD DRAWINGS ✓� o O�rza.3afe SCALE: ,' = zoo' e R.C.F.C. & W.C.D. 4 J , MP m CENTEX HOMES ; ao= ,c, 4L k, 75 41 200 TYPE 00 EAS 6A CURB STANDARD DRAWINGS 2280 WARDLOW CIRCLE, SUITE 150 ^iI 74 42 201 TYPE"A 8"CURB CORONA, CA 92880-2896 / �S \Y73 43 204 TYPE"D"CURB CB 100 CATCH BASIN N0. 1 �N TELEPHONE (909) 279-4000 TRACT BOUNDARY STORM DRAW LINE IC T7\'�C r2 68 207 RESIDENTIAL DRIVEWAY CB 110 MODIFIED CATCH BASIN NO. 110FAX • ux+a"0'n APPLICATION 2100 CODE `\ 1 air 50 d0 87 209 CROSS GUTTER CB 108 INLET(TYPE X) 40 1; 70 209A CROSS GUTTER JS 227 JUNCTION STRUCTURE No. 2 LOT 0 71 309 UNDER SIDEWALK DRAIN JS 229 JUNCTION STRUC77JRE No. 4 401 SIDEWALK AND CURB M 803 CONCRETE COLLAR FOR PIPE 4 T 810 BARRICADE MH 251 MANHOLE NO. 1 Y 2001 CALIFORNIA BUILDING CODE(CBC),PART-2, TITLE 24 C.C.R. 51 814 BUS TURN-OUT MH 252 MANHOLE No. 2 VICINITY MAP n< (1997 UNIFORM BUILDING CODE VOLUMES 1-3 WITH 2O01 CALIFORNIA AMENDME INDEX Mr4P 1 1000 STREET LIGHT MH 254 MANHOLE NO. 4 N.T.S. 1007 STREET LIGHT TS 303 TRANS177ON STRUCTURE NO. 3 PAGE 836,F-7,1999 THOMAS BROS.MAP o MG TTTT� TT�, TRACT BOUNDARY SCALE: 1" 2001 52 �' SEC. 28&29 T.5S.,R.4W mII II " REVISIONS: - PREPARED BY: PREPARED BY: CfTY OF LAIC B,�IOIEb" •Lf�4 Illy-l(� USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER & ASSOCIATES N MONUMENT STAMPED D 307 1935, IS 38 FT WEST Poresa _. -_- 6 Ci 1�/ A'IOS ® IRVINE, INC STREET NPROVEMENT PLAN T OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT o° HUDoc 't�� PAUL R.HUD ESTON,JR.R.C.E.58020 EXP.6 30 os DATE INLAND EMPIRE REGION OF W� a fga�^) / / 2900 ADAMS STREET,SUITE A-15 �� "yQ IWA TWO WORKING SOUTH OF POWER POLE 19319 CWT. i of TRACT NO. 25479 28 RIVERSIDE CA 92504 (909)352-7200 DAYS BEFORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. NO.58020 W m� PLANNING/ENGINEERING/SURVENNG/GOVERNMENT RELATIONS QZ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE 'WITH 25ti You DIG 1 Revise Storm Drain Line L&Lateral, Slurry Trench Detail PRH SAS 7 q- EIP.a/W TITLE SHEET ELEV. 1425.76 NAVD 88, HWY ELEV. 1423.31 NGVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS MARK DESCRIPTION BY APPR. DATE CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=200 o$ RILL FREE t-BD0-zz7-z600 PREPARED FOR: CENTEX HOMES NOTE THE VERBCAL DATUM FOR THE ROUTE 74 ''r 01v1 +' A PUBDC SERVICE BY DESIGNED BY: MATTHEW BUS DRAWN BY: MATTHEW BUSCH for cs��1& 2280 BONA, W CIRCLE, SUITE 150 w.o. FOR: F.H. FILE No. o - PROJECT IS 2.45 FEET LONER THAN THE V£RDCAL � �..r.� /'� z UNDERGROUND SERVICE ALERT Q [/, i{r..T CORONA, CA 92400-2896 0919-25479 CENTEX HOMES I LL x DATUM FOR THE TRACT IMPROVEMENT PROJECT CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A,SEUMALO CITY ENGINEER RCE 56915 DATE: JULY 2004 (909) 279-4000 � m �6/�� ESTIMATE OF STREET IMPROVEMENT QUANTITIES GENERAL NOTES: CITY OF LAKE ELSINORE ��/ \ QUANANS rAN STORM DRAIN LINE 0/ - \ UANTITY QUANTITY B�B�TO ,/ ,,�"-.Prokupwl6: d• NO DESCRIPTION 57,857 S.F. 949,265 SF. 1. Note to Contractors: The existence and location of any TRACT BOIINOW // •y. .- -.'••%%%111� i CONSTRUCT A.C. OVER A.B. CL II PER TYPICAL SECTIONS ON SHEET J _9,265 LF. underground utility pipes or structures shown on these plans were obtained n a search of available records. IMPROVEMENT PLANS CONSTRUCT 6" TYPE"A-6"CURB PER RIVERSIDE COUNTY STANDARD NO. 200. 23,361 Approval of these plans by the City of Lake Elsinore does STORM GRAN LINE no constitute a representation as to the accuracy or SEE / ! (ATE% 1yPE'X INLETS 3 CONSTRUCT 8" TYPE"A-8"CURB PER RIVERSIDE COUNTY STANDARD N0. 201. 5,933 LF. completeness of the location, not the existence or STORNI DRAIN LNE'M' / `' -* 0� c a non-existence of any underground utility, pipe or structures ME SHEET / - ''� ha L Pkkup-82.Ocfs 4 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401, 4'THICKNESS. 24836 S.F. 194416 SF. within the limits of the project. The Contractor is required 7 STOIIMtDRANLNE•C/ . / .TAABCT2y BOUNDARY 5 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO's. 209&209A. 9,619 SF. to take all due precautionary measures for the protection TRACT No / 9 CB41RE B'gT r F° 187 1 4=22.8 cfs 6 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG. N0. 101 35 EA. of all utilities, pipes or structures, whether shown on these . 0_22 5 cfs (7/ ��e,�. / ` _ I e s INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STANDARD DWG. NO. 201 30 EA. plans or not. Any utility damaged during the performance QI06 " °• �"/ �'v` �.^ / 186 Plegkup36.1 cfs of the work shall be repaired or replaced to the Plckup=4.Ocfy(`/ ,e" �/ `� 813#20 6.3 cfa 8 GRIND AND OVERLAY(1 1/2"MIN.)EXIS7ING PAVEMENT AS SHOW ON PUNS. 10,263 SF. 10,26J SF. satisfaction of the governing agency by the Contractor at CAST-IN-PLACE CONCRETE PIPE REQUIREMENTS LEr S�2''`ii/rr' // `oj L --185, I^ °s 9 SAWCUT EXISTING A.C. PAVEMENT AS SHOW ON PLANS. 5,187 LF. 4187 L.F. his expense. 0 -67. a / 18918 4 I P�tlkku06�p=10.1 cfa INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS N0. 810 2 EA. O 2. All work Shall conform to City Codes, Standard t. FOR QUALITY CONTROL, c.I.P.c.P. PLACEMENT SHALL BE INSPECTED BY AN EXPERIENCED R.C.E. OR TECHNICIAN HAVING 19� 183 p LET 6.4 cfa CONSTRUCT LOCAL DEPRE5sm PER R.CT.D.STANDARD No.in(CASE PER DETAIL ON SHEET 2) Y1 EA, C SUITABLE C.I.P.C.P. EXPERIENCE / / iB2 I C Specifications for Public Works (Latest Edition), and 193 / 182 I f 1= oa- °a CONSTRUCT BUS TURNOUT PER RIVERSIDE COUNTY STANDARD PLAN NO. 814 3 EA. 5•�EA. Standard Drawing of the County of Riverside, It is the 2. CONTROL CONCRETE BY MEANS OF 6"x 12"TEST CYLINDERS - MINIMUM OF 1 SET OF FOUR (4) ( / / 94 - N (DETAIL 12 ON BEET J) N Z Contractors responsibility to be familiar with these CYLINDERS PER 100 C.Y.,AND NOT LESS THAN TWO (2)SETS OF CYLINDERS PER EACH DAYS POUR + 19 BO 181 1 + standards and codes at all times. TRACT BOUNDARY / 96 77 17B 79 ® CONSTRUCT 8-TYPE b'CURB PER RIVERSIDE COUNTY STANDARD NO. 204 3063 LF. OT 3. SUPPLYING BATCH PLANT SHALL BE INSPECTED AT THE START OF CONSTRUCTION AND NOT LESS THAN / 197 -"', ------ i ONCE EACH WEEK THEREAFTER TO OBSERVE PUNT OPERATIONS, BATCH WEIGHTS,AND OTHER CONCRETE CB/1yy / / 198 176 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO.. 10D0 69 EA. ! F Z 3. The contractor shall notifythe CityPublic Works CONTROL MEASURES 0 A.6 cb _.. C Ins ector 48 hours prior to beginning an work. Call for °• / 199 / / _ - - CB71E ® (DETAIL 15 DOUBLE MAST ARM 9500 LUMEN STREET UCNT PER APWA STD 443-1,C2-8 3 EA. K p P 9� 9 y 4. CONCRETE MIXES SMALL NOT HAVE LESS THAN SIX 6 SACKS OF PORTLAND CEMENT PER CU.YD. Pic -B.9cfi / 2 / y20 0,, 9.7 ci• in at (714) 674-3124 Ext. 25 between the hours O P 00= c a DETAIL 15 ON SHEET 2 _ N i W STORM DRAW LIE T 201 �1 .71 �,.-- Plckup=10.3cfa CONSTRUCT 22000 LUMEN 57REET LICIT PER RIVERSIDE COUNTY STANDARD PLAN NO. too? 11 EA. 15 EA. M of 9:00 am to 4;00 pm Monday through Friday. 5. CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL PRIOR TO BEE SHEET 33 / /� F/•e 219 169 '..I N START OF CONSTRUCTION ..\ �, 02 / ✓ 170 B�t75.2 cfa D \\ CC / / 21 B 171 � � �I � - © CONSTRUCT UNDER SLEWALK PARKWAY GRAIN PER RIVERSIDE COUNTY STANDARD PLAN No.309 1 EA. 4 EA. 14 4. Contractor shall maintain traffic Control in accordance 6. IF AND WHEN FLOW VELOCITY EXCEEDS 10 F.P.S.A 140'SEGMENT OF THE C.I.P.C.P. INVERT SHALL BE\\ aB4�! ab / 217 172 / 00= °° with Coltrane Traffic Manual at all times during construction NNEE 04 16 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207 257 EA. 9 THICKENED 2 INCHES IN WALL THICKNESS AS"SACRIFICIAL CONCRETE"TO RESIST ABRASION.COMPRESS / 173 167 Plckup=11.2ch as approved by City Engineer or his representative. Failure STRENGTH OF CONCRETE FOR DESIGN VELDCMES> ZO F.P.S.SHALL BE F'c-4,000 PSI. FOR DESIGN / 05 215 I RIVERSIDE COUNTY ® CONSTRUCT 22000 LUMEN STREET LIGHT TO BE INSTALLED ON SIGNAL POST PER SEPARATE PLANS 11 EA. 14 it 6 166 to do shall require immediate work stoppage. VELOCITIES>_30 F.P.S. F'c-5,000 PSI SHALL BE PROVIDED 174 / Y IMPROVEMENT PLANS / 21! � � 1REll�LANE ® CONSTRUCT 8"TYPE A2-200'CURB PER CAL-TRANS STD.PLAN A87 4,552 LF. 4,552 LF. 7. MAXIMUM PERMISSIBLE CONCRETE SLUMP SHALL BE 2 1/2". ( 1 1/2'MIN.TO 2 t/z"MAX.) / 21 / 5 TRACT BOUNDARY CONSTRUCT LOCAL DEPRESSION PER CAL-TRANS STD.PLAN D78 CASE PER DETAIL ON SHEET 2 5. It shall be the Contractor's responsibility to have a '� / >"'` ` \ '/ 164 165 ® ( ) 6 EA. 6 EA. responsible representative at the job site at all times 8. CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION,AND ROD FOR WALL / 207 \ 212 / 162 163 COUNTY BOUNDARY ® CONSTRUCT CURB RAMP PER CAL-TRANS STD. PLAN A88A 6 EA. 6 EA. during construction. THICKNESS AT A MIN. OF 25 C.Y.OF THE POUR 208 /211 17 161 'S7 / ESTIMATE OF STORM DRAIN QUANTITIES 9. AT THE END OF ALL POURS AND AT THE END OF EACH WORKING DAY,THE CONTRACTOR SHALL INSTALL/ � ?\�/, 209 148 158 7 . 6. It shop be the responsibility of the Contractor to /4 DOWELS 24"LONG, 12"INTO THE LAST POUR AT 12"CENTERS AROUND THE CIRCUMFERENCE OF i159 230 229 46 16 \ 160 CAL-TRANS TOTAL arrange for the necessary relocation of any utilities. CAST-IN-PLACE PIPE � / AA / j� :' Contractor shall notify all utility companies involved at least /7 hi/ // - • \ �Z / NO DESCRIPTION LIANW 48 hours prior to beginning work. The contractor sholl also �� / 231 228 TO/ li ekup f 151 y- .1� ! / O 100 200 400 600 800 INSTALL 12"H.D.P.E.PIPE 108 L.F. contact Underground Service Alert (U.S.A) at ADDITIONAL NOTES FOR CAST-IN-PLACE CONCRETE PIPE CONSTRUCTION ! / / 232 \ 44 143 /( INSTALL 18'R.C.P. (CUSS IV• 1,484 L.F. 1-800-422-4133 at least 48 hours prior to beginning 1. JUNCTION STRUCTURES SHOWN ON THE PUNS ARE FOR REINFORCED CONCRETE PIPE. THE / 227(y 121 \ s 142 152 - ) work. FOLLOWING SUBSTITUTION SHALL BE MADE / / :- / 233 `Z`/ 122 153 I ( SCALE: 1' 200' INSTALL 24"R.C.P. (CLASS IV)- 1,283 L.F. Iff r / / 141 154 155 156 JUNCTION STRUCTURES FOR USE WITH C.I.P.C.P, f '^ / 34 226 123 110 I 1 o INSTALL 30"R.CP. (SEE PROFILE FOR D-LOAD)• 215 L.F. 7. The Contractor shall be responsible for the clearing of BTOIBI pMN LILT tf P 9 a -A JUNCTION STRUCTURE No. 4(TRANSI TRANSITION U REPLACED WITH EITHER A JUNCTIO / / 35 225 / I J INSTALL 36"R.C.P. SEE PROFl!£FOR D-LOAD• the proposed work area, and relocation and cost of all STRUCTURE No.2 (JSRE OR (TRANSITION STRUCTURE No.3 ITS30J). / / ,2/2 �103� Tg 124 \ 139 1}B 137 136 ' TAT BOUNDARY ( ) existing utilities. Subdivider must inform City of Lake b - A JUNCTION STRUCTURE No.2 (JS227)SHALL BE REPLACED WITH A TRANSITION l� � 3E p•> l 223 ` 102 101 125 �,. _ I INSTALL 42"R.C.P. (SEE PROFILE FOR D-LOAD)• 644 L.F. Elsinore of construction schedule prior to the beginning of STRUCTURE No.3(TS303). 2 100 126 y _ - _ CB/21 INSTALL 48'R.C.P. (SEE PROFILE FOR D-LOAD)- 470 L.F. construction. / / 99 127, \ _ 0 9.4 ci• 2. STANDARD DRAWING No.JS 227 JUNCTION STRUCTURE No.2 WHEN USED WITH C.I.P.C.P. 1 -- - / \4 98 12B c a CONSTRUCT CONCRETE COLLAR PER R.CF.C. d W.C.D. SiD.OMG AID.M 803. 9 EA. SMALL BE MODIFIED TO INCLUDE CONCRETE BACKFILL 1 FOOT OVER THE C.I.P.C.P AA� ` 129 130 100- S. ckup=11.05cfa All underground facilities with laterals shall be in place i/ ;0� / 104 97 131 - CB/7 239 1 CONSTRUCT J.S. N0. 2 PER R.CF.C. h W.C.D. STD.DWG NO. JS 227. T EA. prior to paving the street section, including but not limited 0-=9. �/ 7 51 5 105 a6 =B.1c• 132 133 PAVING LEGEND to sewer, water, telephone, electricity, gas and drainage 00= • ` / 240 53 1 y0 fe \ 95 134 135 CONSTRUCT J.S. NO. 4 PER R.CF.C. & W.C.D. STD. OWC. NO. JS 229. 1 EA. L" facilities. Plckup=17.70 / /Z50 254 \3 94 u-1 Bel DIMENSIONS OF CAST IN PLACE CONCRETE PIPE 2A, z4s ,D 93 9z 9, 90 E9 CONSTRUCT MANHOLE NO. 1 PER R.CF.C. W.C.D. STD. DOG.MH 251 10 EA. e o 9. All Street sections are tentative. Additional soil tests will 120 ku f INDICATES PROPOSED A.C. PAVING D NOMINAL OUTER WITH OF NOMINAL sloewnu gB 3 // 6' 248247I 118 1U9 >r��ML•AT 7-f ��x 4 CONSTRUCT MANHOLE N0. 2 PER R.CF.0 h W.C.D. STD. ONO. MH 252 2 EA. � � < be taken after rough grading to determine the exact DIAMETER DIAMETER PIPE TRENCH THICKNESS THICKNESS 0 0=2.7ef• / / 242 11 �>g BHEET3O B8 97 ..„....... CONSTRUCT MANHOLE NO. 4 PER R.CF.0 d•W.C.D. STD. ONG. MH 254 7 EA. C section re uired. Section thicknesses shown are for bonding (Interior) (Depth) (Nominal) (Minimum) (Minimum) 0�,c a / 117 111 6 BFffT 37 m q 9 _ _ 243 11 G INDICATES PROPOSED OVERLAY Plcku-4.2•I• \ 7 11 +-, 86 Lt CONSTRUCT CATCH BASIN PER R.CFC. R W.C.D. $7D. N0. CB 100. 18 EA. � Z purposes only. D D' B t t' P / 4l \ }15 7 ` + 3' - / 245 / ' �l � 85 CONSTRUCT RIP-RAP PER DETAIL ON SHEET JS 515 C. � 8� Z 10. All existing underground utilities and structures must be 72" 86" 87" 7" 7" / - .;Is.,+ry• \ 4 / 2 '13 73 74 75 I INDICATES PROPOSED CONCRETE SIDEWALK INSTALL 72-R.C.P. (SEE PROFILE FOR D-LOAD) 207 L.F. potholed and elevations verified prior to construction. The 48 58" 59" 5" 5' '^++a,�,, \ ,•V• / 7 13 76 77 1 l 84 LET i C engineer of record shall be notified of any necessary 42" 50" 51" 4" 4" /J / \ " / 3 99 / .B a ,} =0• CONSTRUCT DRAINAGE INLET PER CAL-TRANS STD.PLAN D72 6 EA. 6 EA. „ 9 revisions to the approved Ions. The revisions shall be in 36" 43" 44" 3-1/2" 3-1/2" // gg9 g \ /f, 4 /� I0� 83 °�' • D7 Dp p 30" 36' 37" 3" 3' / / G =12.20� /pti PI p-.Seh 78 82 CONSTRUCT HEADWALL PER CAL-TRANS STD. PLAN 089 10 EA. M the form of "AS BUILT" plans submitted to the City ,c e a,,.,p 57 60 69 NOTE 2Y 33' 34' 3" 3' 00= 5 ( 5g 79 CONSTRUCT HEADWALL PER CAL-TRANS SID. PLAN 090 1 EA. Engineer for approval prior to the final acceptance of the / � Plckup=19.2cfa\ 61 � 1 1. ALL VALVES AND MANHOLES SHALL BE ADJUSTED TO FINAL project by the City Engineer. Ay/ / TRACT BOUNDARY \ \ \56 62 6 964 6� 67 80 I 81 STREET FINISH SURFACE PER APPROPRIATE PLANS. CONSTRUCT MODf7ED BASIN 110 PER R.CF.0&W.CD.STD.DING CB 110&PER DETAIL 49 ON Si4T.J6 2 EA. 11. All existingmonumentation disturbed or destroyed si�DRAIN�T ;� \ 54 53 7.52 -5 cfa l'�1+.\ 2. ALL BLUE DOT PAVEMENT MARKER SHALL BE INSTALLED AT CONSTRUCT HEADWALL h NBJGWALLS PER CAL-TRANS SID.PUN 0868&PER DETAIL 50 ON SKEET J6 T EA. Y / SEE 9�IS 27+28 �;� 7 55 '\ Tao= ° 66\ 38 37 36 35 134 33 during construction shall be replaced to City standards as > LOC477ONS PER THE WATER PLANS. CONSTRUCT ENERGY DISSIPA TOR PER A.P.W.A.STD.PLAN J84-1,SITE AS NOTED 4 EA. 9 P Y / LET Pbk - Bob +} approved by the City Engineer. Cent?rline ties are to y`i`�% 0 -111.7da 8B#B 4.Ocfa \ 8 \ 1 }g\ 036.9cfa furnished to the Cit En ineer u n cam letion of the / ° \ 9 SO CONSTRUCT 88ET TYPE'7T'PER R.CF.C.&W.CD.STD.DWG NO.CIR 108 3 EA. Y 9 Po p / / ao= oo=.c a \ 40 }•,,..,._.. oe .c a project before acceptance is granted. / / PlckuLEI_ p=21.6ch \ \ 10� / !1 Plckup=58.9cfs CONSTRUCT TRANSITION STRUCTURE N0. 3 PER R.CF.0&W.CD.SID.DING.NO. 7S J03 1 EA. ��qq / =32.2cfa ggB/10 \ t,. � 11 a0 E 42 26 21 CONSTRUCT PIPE ANCHORS PER DETAIL 54 ON SHEET 34 5 EA. 12. An Encroachment Permit shall be required for all t' 0 L=9.7d• / / 00= c a 0 =15.Bcb b p5 28 29 30 31 32 construction work done within Public Rights-of-Way. Before oo- •°• / / c a 12 47 +� LEGAL DESCRIPTION *H.D.P.E. PIPE MAY BE USED IN PLACE OF R.C.P., C.LP.CP. OR C.S.P. WEN IT DOES NOT CONFLICT o STORM DRAINLNE'O' oo- !4 24 WITH DESIGN PARAMETERS OF STORM DRAIN AS SHOWN HEREON. issuance of said permit, the Contractors Developer must / BEE SHEET 37 Plckup=18.3efa \ 13 45 / B/2p 46 23 I� =l.7af• BEING A SUBDIVISION OF PARCELS 2 AND 3 OF PARCEL MAP 19924 ON FILE IN BOOK 122 OF PARCEL MAPS, provide the City Engineer with Certificate of Insurance, / 255 CB/11 \ 14 22 00=. • PAGES 44-48,TOGETHER WITH PARCEL 3 OF LOT LINE ADJUSTMENT NO. 02-08 RECORDED MARCH 11,2003 AS INDEX OF SHEETS' required bonding for public improvements. The / / / GB/6 Emma STORM DRAM LINE'S2' 0 =2.9cf° \ \ / 21 Plckup=11.05af° INSTRUMENT NO. 2003-169226,TOGETHER WITH PARCEL 1 AND A PORTION OF PARCEL 2 OF LOT LINE encroachment permit must be present at the job site Q 5.2°f• BEE SHEET 00= ° 1 - '+ LOT C ADJUSTMENT N0.03-10 RECORDED OCTOBER 31,2003 AS INSTRUMENT NO. 2003-863408,ALL OF OFFICIAL during the total time frame of project construction with SINGLE PIPE / \ -)k, Tao= c a Pickup=7.4efa , \ 19 20 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SHT. NO. DESCRIPTION / Plcku=B.Ocfs i \ 15 approved set of improvement plans. P - -' 18 NOT TO SCALE STORM DRAIN LINE F 1 TITLE SHEET INDEX MAP \\ 16 SffaEt7831+3z BASIS OF BEARINGS 2-3 LOCAL DEPRESSION DETAILS TYPICAL CROSS-SECTIONS 13. If encroachment permit is required though the District i N� �\ No. 8 office of Caltrans, please make reference to this / �P / \\ S i TRACT BOUNDARY 2B 20 30 4-21 STREET IMPROVEMENTS PLAN&PROFILE �' 22-26 HIGHWAY 74 IMPROVEMENTS PLAN&PROFILE fact in the "General Notes" section of the improvement 28 / ,/ /CBS \ \ i \ THE BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM,ZONE 6,NORTH 27-37 STORM DRAIN IMPROVEMENTS PLAN&PROFILE plans. /ry/ ,� / 0 2.6cfa \ VI06=47• \ i i \ 28 AN DATUM 1983,AS DETERMINED LOCALLY BY THE LINE BETWEEN TUGS CORS STATIONS"ESRVP AND"PPBF", Plekup=2.8efa \ '•� !�-_ i 0LET BOTH=385.9cfa \ \� 13 BOTH AS PUBLISHED ON TUGS DATA SHEETS,BEING N31'30'44"W(EPOCH 2000.35). BIOTIN DRAM LIE R \\ __-� //� eo c a \ �� 24 37 / / STA_1E_R/M_ Syf ?�__- / CB/236.&b \ \� } 23 32 16 DEVELOPER: / / ATOILRRtEAARRff a A.P.W.A. CAL-TRANS n CENTEX HOMES /` O Pickup=107cf° \ ' 0 iy 22 ! 33 STANDARD DRAWINGS STANDARD DRAWINGS D 2280 WARDLOW CIRCLE, SUITE 150 ! STORM DRAIL LIE'O'-- 34 C A87 B" TYPE "A2-200"CURB <_ CORONA, CA 92880-2896 / // / SEE 8HE•ET 30 \ F �\ 0 384-1 ENERGY DISSIPA TOR 1 TELEPHONE 909 279-4000 DOUBLE-MAST ARM STREET LIGHTS TR.25479( ) / �� / CC STORM DRAIN LINE•,! \ '� \ i9 20 36 443-1 A88A CURB RAMP � 9 Z FAX (909) 273-2100 / / OB4=2.9 cb CC BEE SHEET 32 ;? \8/ \ r 072 DRAINAGE INLET A Z c° 257 OB#247 5cfa Y"1\ i0 36 D78 LOCAL DEPRESSION + Plckup=5.4cfs 256 _ \ 7 D86B HEADWALLS h WINGWALLS W SOILS ENGINEER: i i Pk�P-11.9cf° `\\ 8 37 089 HEADWALL (f RIVERSIDE COUNTY m i STOf#A DRAM LINE'A' ae 090 HEADWALL TR.25478 m ALeus-KEEFF&ASSOCIATES, INC. / '/ 8EE8H�T33 \ 6 30 STANDARD DRAWINGS a 1403 NORTH BATAVIA STREET, SUITE 115 � / INLET TRACT BOUNDARY 4 z ORANGE, CA 92867 / =20.Bcfa 41 3 (714) 744-9760 / 7 / oo= '°s 40 100 ACCCESS RAMP 8 / �p 46 2 200 TYPE"A-6"CURB R.C.F.C. & W.C.D. .4,• o� J.N. 1216.00 /� 028.Scb 48 / 1 201 TYPE"A-8"CURB STANDARD DRAWINGS c a 76 41 204 TYPE"D"CURB o ar 47 // 207 RESIDENTIAL DRIIEWAY CB 100 CATCH BASIN N0. I S q 48 74 / 42 209 CROSS-CUTTER TOPOGRAPHIC SURVEY SOURCE• CB 110 MODIFIED CATCH BASIN N0. 110 73 88 43 209A CROSS CUTTER CB 108 INLET(TYPE X) STOPIM GRAN LNE'K' Y2 309 UNDER SIDEWALK DRAIN 3 AERIAL PHOTOGRAPHIC METHODS, FLOWN IN 03/18/1998 BY:• \ TRACT BOUNDARY BEE SHEET 32 j BO JS 227 ✓UNCTION STRUCTURE No. 2 87 401 SIDEWALK AND CURB 70 8 JS 229 JUNCT70N STRUCTURE No. 4 10 4D --- a3 --- M 803 CONCRETE COLLAR FOR PIPE • ARROWHEAD MAPPING LOT 0 \ 71 81 BARRICADE 4 BUS TURN-OUT MH 251 MANHOLE NO. 1 431 MACKAY DRIVE \ 60 1000 STREET LIGHT VICINITY MAP MH 252 MANHOLE NO. 2 SAN BERNARDINO, CA 92401 1001 STREET LIGHT 61 - MH 254 MANHOLE No. 4 N.T.S. (909) 887-5969 \\ INDE X ` IS 303 TRANSITION STRUCTURE NO. 3 SEC.28&29 T.5S.,R.4W $ \� TRACT BOUNDARY SCALE: 1" 200 b2 PAGE 836,F-7,1999 THOMAS BROS.MAP REVISIONS: - PREPARED BY: PREPARED BY: CiTY OF LAIC E18trXM s a� HUNSAKER do ASSOCIATES cv' USC AND GS BENCH MARK DISK IN CONCRETE o�/ IRVINE, INC 1 DIGAA `t_d ll v T MONUMENT STAMPED D 307 1935.IS 38 FT WEST QacfesSJ,, N � STREET �ROV�T PLAN -l.. OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT o NuooL PAUL R.HU LESION,JR.R.C.E.58020 EXP.8/30/06 DATE ■ INLAND EMPIRE REGION !, OF W P a t• 2900 ADAMS STREET,SUITE A-15 TRACT NO. 21%79 /� DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. -q s o RI VERSIDE CA 92504 (909)352-7200 -J m PLANIBNG SURVEYING GOVERNMENT RELATIONS g52 BEFORE DAYS BEFORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. o ;e� SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH �ONEEMNG/ / TITLE SHEET Z5o YOU DIG voU pG ELEV. 1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 s APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS .. MARK DESCRIPTION BY APPR. DATE ^ CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=200' PREPARED FOR: CENTEX HOMES �$ TOLL FREE 1-eoo-zz7-zeoo NOTE THE VFROCAL DATUM FOR THE ROUTE 74 a rvlu dF+- W.O. FOR: PROJECT IS 245 FEET LONER 774AN THE WR77CAL DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH °F cAc1f 228C WARDLOW CIRCLE, SUITE 150 F.B. FILE No. z i A PUBLIC SERVICE BY '/ � � l>'C O DATUM FOR THE TRACT IMPROVEMENT PROECT CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH �"'GL /+ CORONA, CA 92880-2896 0919-25479 CENTEX HOMES UNDERGROUND SERVICE ALERT N A.SEUMALO CITY ENGINEER RCE 56915 DATE: DULY 2004 (909)279-4000 D LLx m _ I Ei JEiJ tiJ cdJ cS Jci J tiJ ciJ ci JciJ ciJ dJ d i ciJ [t-� EiJ ciJ ci Jci,J �� uQiN c~i bm �� r'� r-� �'� r" �"� �'� rLLrLL ~^^ Gin $'g' 1g`g Nn Ei-4 ciJ cdJ tiJ .00' 7.00'-1-6.00' , SM^� N mrn rLL �� : r,� Mj f(�pVp f1�ppM c(pVp �MLpp tcpJ (eLppM�Mp ,gyp b aND b a'n0 n N h r 'n M O n n 1(j f N w In f In N N N � �r ff f .F< •f< n tC n ^ �JD O NW C pp pp p N N �1. 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Ali m� +• + + +. m• _ 3 �e +ip^^ + OiY O^ Oi +` IA , iD naNDn v'ni 10 O.O NfOh^ L� U 1 1 +O +O N O I n +O n n B.sYJ 10.00' L.sY I 1" J sr 2e.00' ^s.6r ***x X x X I 6.6r 10.CD' 6.6r ^ ^^^ '! 67' 28.00' 6.6r C.B.#7 LOCAL DEPRESSION C.B.#8 LOCAL DEPRESSION C.B.#9 LOCAL DEPRESSION C.B.#10 LOCAL DEPRESSION C.B.#11 LOCAL DEPRESSION nC.B.#12 LOCAL DEPRESSION C.B.#13 LOCAL DEPRESSION 11 11 11 11 11 1 1 CASE"C CASE"C" CASE"C" CASE"B" CASE"B" CASE"B" CASE"B" k p SCALE: 1"-10' SCALE: 1'-10' SCALE: 1"-10' SCALE: t"-10' SCALE: t'-10' SCALE 1'-10' SCALE: 1•-10' 13.671 14.00' I B.BrJ d J cd J c:LZ J c:J 8' ARM i 6.6r 7.00' 6.6Y 13_67'I 14.00' 1 8.67' I r4 ,;^o n n S � LG of,i m LL 4 '4m� m 11: o�o D m o 0 o ci of of of m o0 of oo ai 36`RISE p o c?r o d 0 o o ti ,o o o ti a<o o o FOR 8'ARM ci o U 'O- `� ~ UNLESBOLT OERCLE I y To '�o �_LL:o io To-o o J o cd o^ m,: o 6' 2.375.O.D. PIPE L AT TOP SPECIFIED m a N^ Mp^ '$^ o= fpO J R=10'6"FOR 8'ARM J ^p f m�M J J f N O O W + + Zp W + Qj + Z m + ^ ^ m N ~ N y� r_____________________________� a w O k' aN.l m e 3m M °n° n�c H N 3 `----------------------------' 1/2" X 3/4"SIMPLEX BOLT Z ,n m O N O N 1___________________1 + N •f r________� n + r___________________i + N n e m n n n m SIMPLEX ARM ] m no ______- N L_ L__________________J o m"coo o p ATTACHMENT 0 AT BOTTOM mo n n SECTION OF SHAFT M 2 m� N 2"f DRAIN HOLE Cf Jt3J UJ UJ "^Ei N- Nc3 �''` ci J Ci J tiJ tiJ -r r-i r_j •8 d~ O N 1O 1O CONCRETE FOUNDATION 6 J d J ci J ci J + +. + II +. + H� f LL H LL Hli 1-LLf LL f li f LL mm tpM nn N1D�o of m o;c6 of cd of of 9.5"TO 11.5"DIA. BOLT CIRCLE x x * x * x x �.6Z� 21.00' I 6.67' I BOLT HOLE RAD. 11/16" ^^ ^^ ^^ ^^ C.B.#15 LOCAL DEPRESSION :1C.B416 LOCAL DEPRESSION 11 C.B.#17 LOCAL DEPRESSION @L.#14 LOCAL DEPRESSION 11 CASE v CASE CASE qq N CASE"C" CASE.B. SCALE: 1"-10' SCALE: 1"-10' Kt _ SCALE: 1"-10' SCALE: 1"-10' < LEGEND OF ABBREVIATIONS & SYMBOLS p� Y 'o' 4U11, OLT COVER 1.!.67'I 27.00' „J-,6.67'J 6.6r 7.00' 6.6Y 8.8r 7.00' 6.er � I 4 T.C. TOP OF CURB 100 EXIST.CONTOUR m m� ,� m 4: m (i ti o m L� of L� F.L. FIONUNE ELEV. x S �i ci FINISHED GRADE �I < 00oo m oci oti o 00 00 0 00 od p �-W- PROP. TYLINR m J` • < o iv J J J T.C. TOPE CRATE ---- PROPERTY LINE = x u u o < < Jo info < G.B. GRADE BREAK a m < o m -1-E- DAYLIGHT LINE rn x FINISH GRADEK ^o= R.G. ROUGH GRADE o U 4 (OR 6-3/4•) I O d i3 cS II o' O J ^ II J J It J 1L_ SHEET FLOW RATE o 4'X 6.5"HAND HOLE ` A Ed p E4 Q GRADED SWALE Ly 1 + -- + Q m ti m Lmi r` fi F.S. FINISH SURFACE CENTERLINE C7 WITH COVERW W m m N c+ I I R.W RECLAIMED WATER - LEVELING NUTS [ v E ,� ^ ^# n # INV. INVERT OF DRAIN SWALE HIGH POINT 3 16" + U N g ---------------------------- ----- --------- P. PAD ELEVATION -...- FLOWLINE TRAP NO 6NO + + r ---J, F.F. FINISH FLOOR ELEV. SUBDRAIN 1/8" of :____________________________ ' L_____ J L G.F.F. GARAGE FINISH FLOOR A pRu SYSTEM CONDUIT Z FOUNDATION. B.V.C. BEGIN VERTICAL CURVE OF YE 3/16" L-- (NOT TO PASS THROUGH E.V.C. END VERTICAL CURVE - - - TOE OF SLOPE g P.I. POINT OF INTERSECTION ® RETAINING WALL CONCRETE FOUNDATION ?� ci J tiJ ci J Ei J ci J tiJ tiJ ci J E.P. EDGE OF PAVEMENT FIRE HYDRANT « GALVANIZED ANCHOR BOLTS t"' fa^ '�'Y'DRAIN-,HOLE +Y♦ 'R-R �+ Y� n+Y w� Y 4 D.F. DEEP FOOTING _ C�< _ DEEPENED FOOTING WITH 2 NUTS AND 2) r� re< rl� rl.. rl� �� rl. rl� ( ) ( ) I Gi ;9S M� m m mn mn m^ BOLT. a, I °} $,^o n m n°^ ^ T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL WASHERS PER 4'� _ �nnn nnn L LENGTH 9C� WATER METER EE DWY. DRIVEWAY CATCH BASIN&LOCAL DEPRESSION HAND HOLE STREET LIGHTING STANDARD-TYPE 0 11 C.B.#18 LOCAL DEPRESSION 11 C.B.#19 LOCAL DEPRESSION 1t C.B.#20 LOCAL DEPRESSION N.T.S. NOT TO SCALE 3'O.X. DEPTH OF RE0'D OVER EXCAVATION 15 CASE•B' CASE"C CASE"C" P.U.E. PUBLIC UTILITY EASEMENT �� DESIGN C2 8 E.G. EDGE OF GUTTER f CUT/FILL LINE $ SCALE: t•-to' SCALE: 1"-10' SCALE: t•-1o' A.P.W.A.STD.DWG 443-1 o H.D.P.E HIGH DENSITY POLYETHYLENE N.T.S. < R.C.P. REINFORCED CONCRETE PIPE PREPARED BY: PREPARED BY: CITY OF LAM a,1 RM z BENCHMARK: REVISIONS: SLAL-LNUINELR USC AND CS BENCH MARK DISK IN CONCRETE HUNSA IR do ASSOCIATES �f � MGA -ERT MONUMENT STAMPED D 307 1935,Is 3s Fr wEsr �c,,,q� IRVINE, INC MAU ��V�T �N L g OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT oW� < PAUL R. DLESTON,,M.R.C.E.58020 EKP.6/30/08 DATE INLAND EMPIRE REGION OF W' DIAL SOUTH OF POWER POLE 19319 CWT. ��" "s 2900 ADAMS STREET SUITE A-15 TMCT f•2H� /�� S< TWO WORKING 3' o RIWER9DE CA Y2504 �1KN}752-7200 V HEIGHT ff LIGHT ABOVE STATION MARK 1 METER. ¢N0. � }^ SE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH PiANNWC/D1gNk}]>wC/SURYEING/ODVF]iNIFRT RclAlONS g Yoi1 oc DAYS oO,580W. LOCAL DEPRESSION DETAILS iY ELEV.1425.76 NAVD 58,HWY ELEV.1423.31 GVD 29 MARL( DESCRIPTION BY APPR. DALE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS y Tou RWFE t-e0o-227-2eao , CITY AND STATE uws,AND A PERMIT CAN BE ISSUED. SCALE: 1'-to' ��m F�: CENTEX HOMES p NOTE• T/k 145F L DATUM FOR THE RDI/IE 74 .c. Y' d' W.D. FOR: € A P'IN'k �n• PRQ.ECT IS 2.45 FEET COINER THAN THE YERRCAL DESIGNED .7 MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH cµLf V, a / A 2280 BONA. W 92880 SUITE 160 F.B. FILE NO. ALERT DATUM FOR LIE TRACT MfPROaENT PROJECT. f3tECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH EN A. .Il.�E C/�S-�~ DATE: JULY 2004 KRONA,CA 92400-2898 Og1p_2347y CENTEX HOMES a KEN A.SEUMALO CITY ENGINEER RCE 36975 909 279-4000 � �� I d J d LL d_j d J f F- H f LL d d J ti J d J d J d J d-J d J I oYY oo ,/gym U� tiJ dJ dJ dLL tiJ dJdJ � ~� ~'� ~, :� ~ J dJ dJ dJ 6.00' 7.00' B.DOJ }. N N N tp N O ~LL LL V_ H LL Ir Y r I� M Y p�p� �p�O {�N YI hl Y)tV M,ppI tctOOV M)rrj Y Y n O N pS M p�p� 1A pN E MOO Y Y IC Of H 4 m�li p� a tp �1pp .f Y Y rp f0m �r �� ONO,Y NNN �[ (]h 1'•1m I7 w> nM Yin _ O d 0 V i y+d nOl�r I(IaNY Y 10 NIGH mui N Y YY p '�DYa �Y n 17 Yl M M N1:6 �__________________� Sn ------------------- �__________________� f __-_________ ,x w� _________ m o in N W • C ________________ p w • ' O • � J J ,_ JV U U U p N N; m J 0 0__� a ,, U J O J U < ^�_________w Q ' I W O � D� � 41 U m N U ________ G N p O O O m m O O N N O � U N ` + + m Up E� N W U W m W d m N U O V n O O U O V o O J m N m o I m ,v 0 0 im�pp1U m f N YjS ^ N N +YO g, YIN tnp ,7 O N S O O N n rS Y N n OS M N m n2 41 m n LL x LL LL OI OI Yi IO IR m (o N LA o� d +c o: u- dae ni m u e ow n_- $_- u n n dJ dJ dJ tiJ m v:u"Pi +� t` +o n �.-o d eo g'c.i d N Cid Y "T LL"� +Y o ai ci Y ri_ n Y Y 4 rw f d+ m III + +d t U +• +�+z +U + +z +"'" +e +U N �" m��" O+i- O �` pi d �^ •r1 O •r 3 m m Y z Y N Y II Y II Y o Y z +U+ II + +U +U+ N II + f U U O + N U N m co n I� m p, +NG• ,p +p• m N N N N N N N N 3 N-N 10 +O f�pp 3 ID 11pp m m 3 O, OI N A N W c. m m m Y• Y Y Y• N• N N N• }• + + +• 13.00 14.DO' . . . 21.00' I3.00' 14.00'6.00 I3.00' L 3.00' 1400' 1-600' 30N N N m o 0 o a d rn o 0 9 C C.B.#1 LOCAL DEPRESSION C.B.#2a LOCAL DEPRESSION C.B.#2b LOCAL DEPRESSION C.B.#3 LOCAL DEPRESSION C.B.#4 LOCAL DEPRESSION C.B.#5 LOCAL DEPRESSION C.B.#6 LOCAL DEPRESSION 21 11 11 21 21 11 11 CALTRANS TYPE OL CASE"C" CASE C. CALTRANS TYPE OL CALTRANS TYPE OL CALTRANS TYPE OL CALTRANS TYPE OS I SCALE: 1"-10' SCALE: 1'-10' SCALE: 1'-10' SCALE: 1"-10' SCALE: 1'-10' SCALE: 1'=10' SCALE: 1'=1V 1 (LOCATED IN COUNTY,SHOWN HERE FOR REFERENCE ONLY) (LOCATED IN COUNTY,SHOWN HERE FOR REFERENCE ONLY) 6.00' 7.00' 6.00' tiJ tiJ dJ tiJ �� dJ tiJ �� dJdJ dJ dJ __ _ d J d J d J d J �3.67'1 14.00' 1 6.67' I I3.67'I 14.00' 3.671 I �Il �� 4 o r�� V m li m li IV U n n N N m M M n N O r O h n N V.F H Li H LL (^' p m N N N pp pp 41 Y Of Y f0 Y N O [V(V I�m I�m lV(V N N N N pp N m m d LL l� O S�M N I� 00 17 aa li m 14 O O U O d n N N O m m LL a W m w p h }M f Y N N ^a n m Y t0 W d W d m ui"O Ul 1�IC n n o o o d U J• • • N N N N n"V YI"V Y h Y< p O U d U O n M n M n M M n O U n O m Y .F w f Y .F w Y Y f f 1 f f d Y - UV -m • tp w J Y Y Y Y Y Y Y Y li z • J iG J O LI N O O O OYi U' J ^ n 2 J Y S N Z n _N__I__� n p •_____________1 r___________-_i W Y Y ____________-_________________________ m w + + b + + m N O I�N 3 ______________________________________� + II -------------- m } m ______________l �j Y N U U •___________________i + N J m O m J O J m O m O m O mrn d LL rp w O mr O O mm o U II U II U W 4 U II LL ^ W w o II d IJ`' dIJL, dJ d J [[�]]5 'g" 4J Jd_i dJ tiJ m nw mN �w N dJEJ J d JdJ F f H H tl m O m J l� O w CJ m N U O I� li 1j In Lj tD l� m m Y h b EJ II Y) �' II pp,, H LL:H 4 H LL fV ,p II n H LL H F=1i O1M s,W IAm m� O,d dd o m3 O (.) .f UY �; 1�e �j U Y dY �; rz U nr rr� +e ± ±; m +. �. d +o +.D m m +�' }O OON Oi OIL "F Y +• +O f 0 NNmN m +10 O, Y f f Y f N "V lV fV cV I E 6.67 I 10.00' If6.67' 6.67'L 10.00' 16.67' f ^3.67 28.00' 'f6.6Y^ 'Y'Y '1•:Y'^ `I.:Y'Y 3.67' 28.00' 6.67' *x l$$NS C.B.#7 LOCAL DEPRESSION C.B.#8 LOCAL DEPRESSION C.B.#9 LOCAL DEPRESSION C.B.#10 LOCAL DEPRESSION C.B.#11-LOCAL DEPRESSION C.B.#12 LOCAL DEPRESSION C.B.#13 LOCAL DEPRESSION B 11 11 11 11 11 11 11 CASE C. CASE"C" CASE"C" CASE'B" CASE B. CASE"B" CASE '8" SCALE: 1"=10' SCALE: 1"=10' SCALE: 1'=10' SCALE: 1'-10' SCALE: 1"=10' SCALE: 1"=10' SCALE: 1'=10' I3.6T 14.00' 6.67' d J ti J d J tiJ B' ARM @ z 6.67' 7.00' 6.67' 13.671. 14.00' I 6.67' I I �LL~" 4 '� a ILL m W li U w w Lwj' ON'f 00:ONI m o Oi O Omi o d m w m w w d o Uo ti o d d o o d +o o d o Y,g 36"RISE 11.5" BOLT CIRCLE o dY o u o N o LL o • FOR 8' ARM <10 4 o aL4 0 '� < '�4 0 o L4 o w moo m o EQi m 6" 2.375" O.D. PIPE_ m AT TOP UNLESS SPECIFIED WISE J ca Y m Y N �' ,^ ,� '$ i� J m U_ +R o R=10 6 FOR 8 ARM J d IUY O J O g 2 O N m S,Mp p U ~ N m p W + h Y + Z ti m . jib m n IN< W „� N + II N n i_____________________________1 = i, 0 OQ n m; n 3 N N N 3 n o 0 1/2" X 3/4' SIMPLEX BOLT 0 N - i Oi O "V IO N J < n N n10 Y Q 2 k + + Y ___________________ m + ___________________ N U M + + ^ N ----- m r m �J SIMPLEX ARM o m nIF.�----------------- o d .o o p ATTACHMENT 0 AT BOTTOM m o m w SECTION OF SHAFT +ov m 4 n 2 m 2"±DRAIN HOLE tiJ d J d J tiJ d J ci J d J d J an d d N N U m y CONCRETE FOUNDATION EJ_jd_l CiJ dJ rli�x �� +U+. +N +. iU F-Li F-tl H H ~LL ~w N• N O N 3 N O N m m Y m M I P n m •Mr a Y uO1i rn n'� '�n rn of rm.m a a^o a. 9.5" TO 11.5" DIA. BOLT CIRCLE 13.67 21.00' �I 6.6Y , � BOLT HOLE BAD. 11/16" ( nC.B.#14 LOCAL DEPRESSION 1/1C•13415 LOCAL DEPRESSION 11 C CAL DEPRESSION C.B.#17 LOCAL DEPRESSION CASE"B" CASE"B" 11 CASE"B" CASE C. SCALE: 1"=10' SCALE: 1'=10' - _ SCALE: 1"-10, SCALE: 1'=10' E' s LEGEND OF ABBREVIATIONS & SYMBOLS BOLT COVER I 13.671 21.00' I 6.6T 6.6Y 7.00' 6.6T 6.6T 7.00' 6.6T n m R=1.5" /2` T � m w Ind T.C. TOP IJ CURB /W - EXIST.CONTOUR N x �i m m F.L. FLOWLINE ELEV. FINISHED GRADE a Pn �'o mo d m mo �+ti o o d o d �`o'U o d o d o d o /00 PROPCRATE .CONTOUR m R J I`•. <10 4.o w o <e '� ,=o w o <m G.B. CRA EFBREAK _-_- 1 M _ � C Lq J iv J PROPERTY LINE _ i d' < _o m°° o <" N `$J -�--j-- DAYLIGHT LINE N x G o^ oil o^ J ^a o ^o" F.C. FINISH GRADE SHEET FLOW RATE o qq u II -2Z 4" (OR 6-3/4") 15 J x J 2 = R.C. ROUGH GRADE c U GGG7777 N + d m o d o F.S. FINISH SURFACE GRADED SWALE 4" X 6.5" HAND HOLE ..l n +-;-- +, m �' m r--U_;-, P.V. INVERT RELEVADRAN SCALE HIGH PONT WITH CO3/16" Y o V LEVELING NUTS CENTERUNE TION FLOWU mn +o nR.W. RECLAIMED WATER COPPER GROUND ! D o + + 1 F.F. FINISH FLOOR ELEV. ��S�/ SUBDRAIN 7/8" I YSTEM CONDUIT z -----U G.F.F. GARAGE FINISH FLOOR A I I S IT o -----------' ARE PpR N TO PASS B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE 3/16" -�NOT FOUNDATION.THROUGH E.V.C. END VERTICAL CURVE TOE OF SLOPE L-- - J� CONCRETE FOUNDATION g P.I. POINT OF INTERSECTION RETAINING WALL (4) 1-1/8" X 40" X 4' o d J tiJ d J d J d J d J d J d J d J d J d J d J E.P. EDGE OF PAVEMENT �, FIRE HYDRANT GALVANIZED ANCHOR BOLTS 2"±DRAIN HOLE T.W. TOP OF WALL ELEV. 0-- STREET LIGHT WITH (2) NUTS AND (2) p mOI� M O m m MO NOI Y N m oI� -____ }o N m m m m n m M N M Y m m n m n m T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL WASHERS PER BOLT. Y Y' Y f Y Y erI tV Yj fV YI r7 h �� Y M Y.� M O I n n n n n n n n n n n r n r n n D.F. DEEPEN FOOTING DEEPENED FOOTING Y Y Y Y Y Y Y Y Y Y L LENGTH 0� o WATER METER Dwr. DRIVEWAY "A"° HOLE STREET LIGHTING STANDARD-TYPE 10 g E f ^^ ^^ ^- CATCH BASIN k LOCAL DEPRESSION C.B.#18 LOCAL DEPRESSION C.B.#19 LOCAL DEPRESSION C.B.#20 LOCAL DEPRESSION N.T.S. NOT TO SCALE DESIGN C2 8 �- 11 11 11 3'O.x. DEPTH OF REO'D OVER EXCAVATION 15 CASE"B" CASE'C" CASE"C" E.C.E EDGE OF GUTTER _ CUT/FILL LINE A.P.W.A.STD.DWG 443-1 SCALE: 1'-10' SCALE: 1"=10' SCALE: 1'=10' H.D.P.E.HIGH DENSITY POLYETHYLENE A.F.F. ABOVE FINISH FLOOR N.T.S. z j ug MG ^ R I R.C.P. REINFORCED CONCRETE PIPE,[.� EVISIONS: - PREPARED BY: PREPARED BY: CRY OF LAIC BRIE6" USN AND GS BENCH MARK DISK IN CONCRETE HUNSA IR do ASSOCIATES E MONUMENT STAMPED D 307 1935,IS 38 FT WEST y /i O� IRVINE, INC $�T �m�T PLAN Tzp(ESS IyL, o OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT �9 fpIB9L�4f PAUL R.H LESTON.A.R.C.E.58020 EXP.5/30/05 DATE INLAND AD MS EMPIRE SUITE TUC W 2MM /�OF DIAL TWO WORKMG SOUTH OF POWER POLE 19319 CWT. :�3• h'�, RIVERSIDE CA 92504 (9D9)352-72GD �MVT B�/.iP71- _(� S8 BEFORE DAYS BEFORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. No.BM20 *m PLAIINING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOCAL DEPRESSION DETAILS V YOU DIC YOU DIG @ 2n9N THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH I �a ELEV.1425.76 NAVD 98,HWY ELEV.1423.31 NGVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CENTER HOMES SHEETS s"' TOLL FIIEE 1-BOO-227_2Bm MARK DESCRIPTION BY APPR. DATE CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"-10. PREPARED FOR: N07E• THE V£RIICAL OAIUM FOR THE RDU1E 74 4f IYI �+' W.D. FOR: F.B. FILE - '^ A PUBLIC SERNCE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH °"'teal 2280 WARDLOW GRCLE, SUITE 150 z UNDERGROUKD SERMCE ALERT PRD.ECTIS 245 FEET LONER TNAN NNE VERTICAL Cf,��--�� f�X��r CORONA, CA 92BB0-2B96 0919-25479 CENTEX HOMES DATUM FOR THE TRACT IMPROVEMENT PRO,ECT. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MAT-THEW BUSCH DATE: JULY 2004 z �c KEN A.SEUMALO qTY ENGINEER RCE#56915 (909)279-4000 m 'j_j d-4 6.6r 7.00' 6.6r d J ci_jr_j d.4 li-4 !�.671 14.00' 13.671 J3.64 21.00' 1 6.67' 1 R/W R/W �o '3 tics D o 's. too cd r c6 ARK 2% P 2% + + 2' I + ---------------------------- ----------- 4 4 --------------—----- 2 2 �I' + + + v ----------------------------- + " i Izi 4-1 9- PER COUNTY PLANS ---------------------- 1:6 1p u Z� TRELLIS LAN L4 g c3-i m 18 d_j d-i d_j cj_j 9's 0 0_j cs cs-I d d (WITHIN HIGHWAY 74 RIGHT—OF—WAY) 4. o w .. *. o?c$ t + + q P 8 w p m LO`CJAL 28 9!2 44 STA. 23+28.79-25+84.50 C4 cli 3.6 21.00' 6.6r 6.6-r 6.6r T.I.=8.0, R-VALUE=28,A.C.=0.40', A.B.=0.95', -1- AREA=7,370 SF,A.C.=212 TONS,A.B.=259 CY C.B.#21 LOCAL DEPRESSION C.B.#22 LOCAL A DEPRESSION --,\C.B.#23 LOCAL DEPRESSION C.B.#24 LOCAL DEPRESSION C.B.#25 LOCAL DEPRESSION N.T.S. OC CASE'B' \Zyi CASE'B' CASE"C' CASE'B' SCALE: I'-10' SCALE: 1"-10' SCALE: 1*-10' SCALE: 1*-10' SCALE: I'-10' ■ R/W 55 DIIST.R/W R/W R/W R/W f I lor R./W R/W R/W ig ARIaN my 2X 2X ry et Sww DENINARM AS P mw AS Lms 2nX 2Z_ N.T.S. RAMSGATE DRIVE ROSETTA CANYON DRIVE Issom— PER COUNTY PLANS STREET ARDF)dWDOO WAY 15' 4 M.El IAN 4 4 11, STREET SUNIIIIAZE ROAD 3 N.T.S 5 a N.T.S.. 04 N.T.S. N.T.S. G✓$_� TRELLIS LANE TRELLIS LANE N.T.S.. N.T.S. vlf� TRELLIS LANE *C"STREET AL7ISSIM0 WAY 30' L_� LOCAL 'D*STREET EVE"STAR ROAD 0 ARDENWOOD STA. 14+64.67-19+31.51- STREET DORTMUND COURT T.I.-5.5, R-VALUE-40-60,A.C.-C.25,A.B.-0.42' III*G"SWEETS THALIA LANE -CANYON_c ROSETTA DRIVE (WITHIN HIGHWAY 74 RIGHT—OF—WAY) AREA-14.939 SF,Z.-269 TOMS,AA-232 CY 'H*STREET SONIA DRIVE (WITHIN HIGHWAY 74 RIGHT—OF—WAY) COLLECTOR N.T.S. I'a-'r STREETS PROMISE ROAD SUNRLAZE ROAD SECONDARY It_VASTA. 1+00 00-2+31.5? 'K*STREET NEW DAY STREET U.".0, M.28: A-C.-O.40 .B.-O.95' COLLECTOR STA. 1+00.00-1+98.03 AREA-7,240 SF. A.C.-209 TONS,i A.B.-255 CY 'C STREET ANABEL LANE U.-G.5, R-YALUE-40-60,A.C.-O.25',ALIL-0.83' T.I.-S.5. R-VALUE-23,A.C.-O.40',A.B.-O.95' N.T.S. 'M*,'N*,III'r STREET TO AKANIL LANE IIIRCINZE STAR ROAD AREA-SL264 SF,A.C.- 1,499 TONS,AJL- 2.569 CY AREA-3,0110 Sr,A.C.-87 TONS, A.B.-1106 CY 'P'STREET FROM ANABUL LANE&EAST STAPoNA STREET N.T.S. N.T.S. '0'STREET CORNELIA COURT R/W R/W &'r STREET CARI A COURT wlp STREET I OLLIE MOON STREET w R/W f Tar R/`W R/w aw Ivv Ir 12' Ir t 7w I PARION4 R/W 13&OV(40.5.) R 13 13 PAIN (. 1&(30.5. 1) 5. 2X __2x 2%_ N.T.S.' 15.5' 5 N.T.S. 1. PER COUNTY PLANS 61 ME FAN 4 1 11 4! J (i.&,, FH 6m) (I&n) (3.6m) -) 4 3 0 3 4 LUJ2.:1 4w) (I (Ism) �11.12.11 W N.T.S. 3 N.T.S. N.T.S. 0"C"�o TRELLIS LAN NTS N.T.S. 2' i/4LP-FR f GOO- LOCAL STA. 19+31.51-23+28.72 zu 4 is ARDENWOOD T.I.=5.5, R-VALUE=40-60 A.C.=0.25',A.B.=0.42' 7.41 7.4'1 8 MAIN ENTRY COLLECTOR AREA=14,302 SF,A.C.= 2;7 TONS, A.B.= 222 CY IFUTURE IMPROVDIENTS-J ElISIM HWY 74 f2Am N.T.S. SDEWU STA.\- 2+31 59-16+28.11 N.T.S. (BY OTHERS) ROSETTA CANYON DRIVET.L=6.5, R-VALUE=40*60,A.C.=0.25',A.B.=0.93'PROPOSED IMPROVEMENTS SECONDARY AREA=47,058 SF, A.C.=947 TONS,A.B.=I,"7 CY STA. 1+98.03-11+24.0 N.T.S. STATE HIGHWAY 7 T.I.=8.3,R-VALUE=40-60,A.C.=0.33',A.B.-0.75' MAJOR AREA-65,094 SF,A.C.-1,547 TONS,A.B.-1,608 CY STA. 125+70.27 - 172+38'09 N.T.S. R/W 5w R/W T.L-11.5, R-VALUE=28 A.C.-0.60'.A.B.-I.50' W AREA=55.427 SF,A.C.-2,i92 TONS,A.B.-3,079 CY N.T.S. R/W R/W 1w w 27' R/W t mle R/W PARIMY _u_ 211 PAMWaJNd 1�1 4i� w 4 13! r r I-V 12' Al [I I 4V MIN. 50'M. 4t MIN. A 7�r Iw 7 If TURN 7q4W IDPEN SPACE I I r T_"� .OPEN SPACE P y P BIWS 13 PARKWAY I N.T.S. T.& PARIIWAY 2x 2Z .2X- 4 4 R/w LIMIT 4 MEDIAN 4 UTIUTY N.T.S. N.T.S. L�17- .0. EASEMENT Nr EASEMEN POC T TREATED BASE 3 3 T 05� AL) N.T.S. N.T.S. w ALTISSIMO WAY, DORTMUND COURT, EVENING STAR R SECTION A-A m k THALIA LANE. SONIA DRIVE. PROMISE ROAD, 211 . I 0 WaTURWOUT '3' @ RIVERSIDE CO. 3r ANABELL LAN NEW DAY STREET, BRONZE STAR ROAD. CORNELIA COURT RIVERSI STD.DWG.NO.81T I I--------- N.T.S. ROSETTA CANYON DRIVE LOCAL T.I.=5.5, R-VALUE=40-60,A.C.=0.25',A.B.=0.42' STARINA STREET, CARLA COURT. BLUE MOON STREET- SECONDARY AREA=35,540 SF,A.C.=640 TONS,A.B.=549 CY STA. 12+38.34-18+64.89 N.T.S. & TRELLIS LANE (STA. 10+00.00-14+64.67) bg T.I.=8.5, R-VALUE=40-60,A.C.=0.33',A.B.=0.75' LOCAL AREA=51,985 SF,A.C.=1,236 TONS,A.B.=1,4"CY o N.T.S. T.I.=5.5, R-VALUE=23,A.C.=0.25',A.B.=0.42' AREA=261,347 SF,A.C.=4,705 TONS,A.B.=4,034 CY N.T.S. BENCHMARK: REVISIONS. I SLAL-LINUINELK PREPARED BY: PREPARED BY. HUNSAKER & ASSOCIATES WT OF LAKE EL� USC AND GS BENCH MARK DISK IN CONCRETE IRVINE, INC 3 MONUMENT STAMPED D 307 1935,IS 38 FT WEST MG '-ERT ir"_ STFIET owwvBmw PlLm OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT R.ADDLES70-K—.R.R.C.E.W020 EXP.6/30/06 DATE INLAND EMPIRE REGION OF RI2900 ADAMS STREET SATE A-15 TUCT NO.2114" SOUTH OF POWER POLE 19319 CW`r. Is VERSiDE CA 925D4 909)352-7200 Di 5om BEEN REVIEWED FOR COMPLIANCE WITH ' t LOCAL DEPRESSION DETAILS &8 BEFORE DAYS OEFORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. PLANS HAVE PLANINK/ENGNED"/9JR11EYING/GDWOMMENT RELAMONS 37 DIG imp.4/" THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/ORSHEETS ELEV.1425.76 NAVD K HWY ELEV.1423.31 NGVD 29 MARK DESCRIPTION By APPR. DATE - PREPARED FOR: CENTEX HOMES TYPICAL STREET CROSS SECTIONS sH NOTE IW WR17CAL DATUM FOR IW ROVIE 74 - I CITY AND STATE LAWS AND A PERMIT CAN BE ISSUED. SCALE: 1"_101 I FOR, A PUBLIC SERVICE sy DESIGNED BY: MATTHEW BUSCH DRAWN BY. MATTHEW BUSCH c ol 2280 WARDLOW CIRCLE,SUITE 150 "' 1 F.11- NO. 0 Alm DATE: -JULY 2004 S PRouEcr Is z 45 FEET LoKR THAN 7HE vu?ncAL '�L ' "r CORONA,CA 928150-2896 0919-25479 CENTEX HOME zt DATUM FOR 7W TRACT M#WVEWENr PRaECT CHECKED BY. PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A.SEUMALO CITY E (909)279-4000 IL 13.67'I 21.DO' 1 6.67'J U JU J U -4 6.67' 7.00' 6.57' rj J d J J J c5 J f J r J r= o 3.6rI 14.00' �3.87� R/M' R/W O�O O ��1 a sm nm �U mLLn m� U b Omi IYO tY0 t'np tNp fNO Omi �mLLL ci I U Li �j O,,j O O lV.- [V O U O'3 LL ,i -� h p U �+CJ (• U) Y Y Y .IF Y J 00 4 • m N N N N N O U N 0 U O CJm O m,0 m0 U,n '(,�� NmO—N (<J 'Y �Y �Y �Y <U• �O m OJN , IJ Y U Oi,mD^ O O IIl N m V o b= ,pz ,- •-f Y x Y U 11 s N J ' 1 PARKING n $ N N "' LaI n rt�n �________�! f - n}Y < ,A; O, 'T'` 4 4 J < n Y g 2 5� 2 N.T.S. + + N POSED IMPROVEMENTS ___________________________ + < mo m mo o L-------- m o ________ N N.T.S. 4 Z W O m O Q + ----------------------------J J PER COUNTY PLANS `� o1�1 m o II TREWS LANE d J o J d J d_J o LL g m LL is J d J As J Al J ci J Li J u J ti J (WITHIN HIGHWAY 74 RIGHT—OF—WAY) A�$QI1 U+• +N +e +U f H lL H li F 1� m h r ILL V. H 4 F:4 b .F. Y O 44 Y O Y• Nm YY Y Y Nm n U Y + II N �U N Om,MI b O m N"� N,ON N; N� Nm mOl m,G mtD mO1 ^• ^ —; ^ ^• f�n,7m mO,N N LOCAL =" fV N ci N f N Y vi Y h w _m _ _ STA. 23+28.79-25+84.50 - LLL777 r v Y I3.67� 21.00' 1 6.67'J .Nr Y Y Y .Nr I 6.6r_1 7.00' -6.67'J m .g Y Y x T.I.=8.0, R-VALUE=2B, A.C.=0.40', A.B.=0.95' Z AREA=7,370 SF,A.C.=212 TONS, A.B.=259 CY nC.13421 LOCAL DEPRESSION �2 LOCAL DEPRESSION nC.B.#23 LOCAL DEPRESSION C.B.#24 LOCAL DEPRESSION nC.B.#25 LOCAL DEPRESSION N.T.S. CASE"B" CASE'B" CASE 'C" 11 CASE'C _CASE "B" SCALE: 1'=10' SCALE: 1"=10' SCALE: 1'=10' SCALE: 1'=10' SCALE: 1"=10' R/W 55 f EXIST.R/W f R/W f R/W R R/W R/W 102' R/W 4•t(- 1 IP.K. L% ti ,I 2X 2X ti� 4 2 d,WL1� 1f4 2 4 1 \ SDREET OE9011A1BIMS AS 0111OIIIm STREET NAPES AS umn 2X 1 1 PARKIN 2X w� 1 1 ZL 1 1 PARK N.T.S. �ti«�PROPOSED IMPROVEMENTS N.T.S. 1 RAMSGAIE OPoVE ROSETTA CANYON DRIVE �' i /I 'A'STREET AROENROOD WAY _._ _ r PER COUNTY PLANS MO AN 'B'STREET SUNBLAZE ROAD ti gS. 1 2 4 43 3443d�4F� 3 4 11TREWS LANE TREWS LANE N.T. a a Q N.T.s. N•T�� N.T.S. N.T.S. 13 N.T.S. TREWS LANE 'C'STREET ALTISSMO WAY 0 LOCAL I 'D'STREET EVENING STAR ROAD 13' STA. 14+64.67-19+31.51 'E'STREET DORTMUND COURT *. ARDENWOOD WAY T.I.-5.5, R-VALUE=40-60, A.C.=0.25',A.B.=0.42' "F'k"G'STREETS THALIA LANE ROSETTA CANYON DRIVE (WITHIN HIGHWAY 74 RIGHT—OF—WAY) AREA=14.939 SF, A.C:269 TONS, A.B.-=CY "H•STREET SONIA DRIVE (WITHIN HIGHWAY 74 RIGHT—OF—WAY) COLLECTOR N.T.S. 'P k-EE STREETS PROMISE ROAD SUNBLAZE ROAD SECONDARY STA. 1+00.00-2+31.59 'K'STREET NEW DAY STREET T.I.=6.0, R-VALUE-26, A.C.=0.40', A.B.=0.95' COLLECTOR STA. 1+00.00-1+98.03 Y'STREET ANABELL LANE AREA-7,240 SF,A.C.-209 TONS,A.B.-255 CY T.I.=8.5, R-VALUE-40-60, A.C.=0.25',A.B.=0.83' T.I.=8.5, 0 VALUE.C.- A.C.TONS, A, A.B.6 CY N.T.S. 'M','N',k'P'STREET TO ANABELL LANE BRONZE STAR p0A0 AREA-63,254 SF, A.C.= 1,492 TONS, A.B.= 2,569 CY AREA=3,010 SF, A.C.=87 TONS, A.B.=106 CY 'P'STREET FROM AMAABEIIL LANE k EAST STARINA STREET N.T.S. N.T.S. STREET MRNEUA COURT f '0'k'S'STREET CARD COURT R/1Y R/W _ 1C STREET BLUE MOON STREET k R/W f 133.00' 40.5m R/W R/W f 102' R/W R/W f R/W .� ' L 15.5' 5m 102' 3p.5m 1S5' 5m - 2x 1 2X PARKING (1.Bm) FH7•s (2fm) (16m) (16n) (16) 2.1m 21m (lam) (16m) (16m) (E1m) (1.6m)PER 13 - 13 �+ _ �, ti 4 4 1{'PER I. �. u. .a _..�--.e.`= _ .' 1-.: 201/4•PER 1 � 4 MN TAN t •4 �� 4 1 P 4 �i N.T.5.2,1 NIA 4 �'�9 N P 2 N.T.S. SX -� -� % 4 1 ARKIN IFS PER COUNn PUNS 7.4Vt 7.4't 8 NG N.T.S. 3 3 N.T.S. 0✓ N.T.S. FUTURE IMPROVEMENTS 26n ERsiMM XRY 74 26n 8 N.T.S p00Y d N.T.s. 15. TRELLIS LANE - (BY OTHERS) 9 41N� LOCAL PROPOSED IMPROVEMENTS JO' 13' STA. 19+31. 28.79 FpSc. ARDENWOOD WAY T.I.=s.s, R-VALUE=4o-60, A.C..c.=o.zs', A.B.=0.42' STATE HIGHWAY 74 MAIN ENTRY COLLECTOR 16+ze.11 AREA=14,302 SF, A.C.N.T.S. TONS, A.B.= 222 CY STA. 2+31.59- pp MAJOR ROSETTA CANYON DRIVE T.I:6.s, R-VALUE=40-60, A.C.=0.25', A.B.=0.83' I STA. 125+70.27 - 172+38.09 SECONDARY AREA=47,058 SF, A.C.=847 TONS, A.B.=1,447 CY T.I=11.5, R-VALUE=28, •A.C.=0.65' (OPEN GRADED-0.06',TYPE A=0.59),A.B.=1.50' STA. 1+98.03-11+24.34 N.T.S. I AREA=55.427 SF, A.C.=2,392 TONS,A.B.=3,079 CY T.I.=8.5, R-VALUE-40-60, A.C:0.33', A.B.=0.75' I N.T.S. AREA=65,094 SF,A.C.-1,547 TONS, A.B.=1,608 CY f -NOTE: ASHPALT CONCRETE SHOULD BE TYPE A 19-mm(0.06') MAXIMUM N.T.S. R/W R/W - MEDIUM AND CONFORM TO SECTION 39 OF THE STANDARD SPECIFICATIONS. I R/W f R/W R/W f R/W PARKWAY .L 1 1 2X PAR 2X ''D 48'MIN. 'M. ADDJ . 48'MIN. G TIONAL ' � 14' N- T 14 R W d1 � w� 4 4 2 M r �- P--PEN Y� 13 13 PAARKWAY PARI(WAr_s 2X 1 1 �X P .- N.T.s d (�d l�L 2N.T.s BIKES _ BIKES - , ,kY •y, `� C E -- R W a 3 4 MEDIAN - .; 2. d�� ,2 4 13 a 4 4 URUT' N.T.S. `�' �� N.T.S. o m Zi� R/W E PCC T TREATED BASE EASEMENT 3 3 EASEMENT lJ� z �I j" �d (ADDITIONAL) �- I N.T.S. FT N.T.S.Y b A SECTION A-A ALTISSIMO WAY, DORTMUND COURT, EVENING STAR ROAD. w N �D 27 zf THALIA LANE. SONIA DRIVE. PROMISE ROAD. n BUS TURN-OUT IS32' �4hA ANAAEI I LAN NEW DAY STREET. BRONZE STAR ROAD, CORNELIA COURT. n " RIVERSIDE CO.STD.DWG.NO.814 ROSETTA CANYON DRIVE LOCAL STARINA STREET, CARLA COURT. BLUE MOON STREET. I �- &RIVERSIDE TRANSIT AUTHORITY T.I:5.5, R-VALUE=40-60, A.C.0.25', A.B.=0.42' SECONDARY AREA=35,540 SF,A.C.6.s. 40 TONS, A.B.=549 CY FIGURE 16 STA. 12+38.34-18+64.89 Nr & TRELLIS LANE (STA. 10+00.00-14+64.67) o N.T.S. . T.I.=8.5, R-VALUE=40-60, A.C.=0.33', A.B.=0.75' LOCAL AREA=51,985 SF,A.C.=1,236 TONS,A.B.=1,444 CY T.I:5.5, R-VALUE=23, A.C:0.25', A.B.=0.42' AREA=261,347 SF, A.C.=4,705 TONS, A.B.=4,034 CY C o TT N.T.S. BENCHMARK I¶h,, REVISIONS: - PREPARED BY: PREPARED BY: CRY OF LMM�M101E JI USC AND GS BENCH MARK DISK IN CONCRETE //� HUNSAKER dE ASSOCIATES ING /4 lllddd 11 MONUMENT STAMPED D 307 1935.IS 3B FT WEST / � / wk IRVINE, INC $ T �t1lE r BAN Po OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT 44nTEss, i� DIAL o PAUL R.HUD TON.JR.R.C.E.68020 EXP.6/30/05 DATE INLAND EMPIRE REGION �.p-/� OF 2900 ADAMS STREET SUITE A-15 UC NO.2M� 37 TMO wORK.c SOUTH OF POWER POLE 19319 CWT. w`g 'fit'c - RIVERSIDE CA 92504 190Y)352-7200 8 BEFORE DAYS BEFORE HEIGHT OF UGHT ABOVE STATION MARK 1 METER. N0.Seo2o *m PLANN.G/ENGINMRING/SURVEYNG/GOVERNMENT RELATIONS g^ You DIG rau ac Ds a�a A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE KITH LOCAL DEPRESSION DETAILS dL =H ELEV.1425.76 NAVD 8B,HWY ELEV.1423.31 NGVD 29 MARK DESCRIPTION BY APPR. DATE i THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR TYPICAL STREET CROSS SECTIONS SHEETS TOLL FREE t-a00-227-gem .r CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"-10' PREPARED FOR: CENTEX HOMES NOTE THE YERiTCAL DATUM FOR THE ROUTE 74 iE rl �+� W.O. FOR F.B. FILE No. d N A PUBLIC SERVICE BY PROJECT IS 1.45 FEET LONER THAN THE VERITQAL DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH CAtf 2280 WARDLOW 92880 SUITE 130 D919-25479 '� UNDERGROUND SERVICE ALERT Q� �(77/r DATE: JULY 2004 CORONA, CA 92BB0-2896 CENTEX HOMES zl DATUM FOR THE TRACTIMPROWMEHT PROJECT. 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'!° -• LOT "C" QE 37V6'08" 1100.00' 712.31' 369.15' y /F SIGNAL POLE PER J. 7 i v QF 5 6270'36"E 21.59' g' i ,R�r �/ SEPARATE PLANS '\� /` ES �� N e _>. * © 16'04'25" 1139.00' 319.53' 160.82' �� '�R,,t R. 5 y\►. a3 /� \time a QH 37'06'08" 1061.GO' 687.06' 356.06' 0 8713'02" 35.GO' 53.28' 33.34' 4 K -i-� QJ 8713'02" 35.00' 53.28' 33.34' .o t,_... 4 QK 180,00'00" 1.00' 3.14' 19 22 n n. E - ''� 4 H ,C�b M 1 `��♦` R 8 \`f'r © 13'O6'35' ------- 250.55' 125.82' Q' SIGNAL POLE PER9^ S 60 Q 16'05'25" 1093.00' 306.94' 154.49' Q� C, E SEPARATE PLANS 19 n? !" A \�°+�� t3 A1r vT 0 QN 15'27'46" 1139.00' 307.39' 154.63' 1 L _ / S T 9 QO S 25-04'28"E 191.41' 0+99.39 ROSETTA \ , / R/W N v• ° - N11 N r$ W Z CANYON DRIVE C L INT.>• + r $• 4 Gr8 p 'tC © S 25'04'28"E 117.0T R C A 5+82.64 ROSETTA CANYON DRIVE C INT.- to a y. 147+62.77 HIGHWAY 74 NAL POLE PER N' * O 4p .. D SEPARATE PLANS n T 0+94.48 SUNBLAZE ROAD S 0 5 25T)4'28'E 117.07' o ggg m C rn nt` rn b ® 1818'42" 100.00' 31.96, 16.12' z g . {�1`.� STORM DRAIN LINE'I' y n' U Z C(SS ti 19 y n� o h 4i QS 2175'46" 100.00' 37.11' 18.7T w I 8 9 '1 SEE SHEET 27. 16 m o' O i h QT S 2595'16'E 106.64' L 4y o F LOT 255 J Qu 5 25.04'28"E 117.07' a 22 �� 16 ROSETTA CANYON DRIVE y a y�� N y a� �* STA.9+34.73 15 19 CONSTRUCT 22000 LUMEN STREET TC,.B \I,6k1 >-CONSTRUCT SIDEWALK PER RIVERSIDE �-GRIND AND OVERLAY(1 1/2'MIN.) 16 LIGH PER T ST.LIGHT 9� 1 CONSTRUC C.OVER A.B. CL II COUNTY STANDARD No.401.4"THICKNESS. EXISTING PAVEMENT RIVERSIDE COUNTY STANDARD PLAN NO.1001 & SIGNAL POLE PER R TYPICAL SECTION ON SHEET 3 O-SAWCUT EXISTING A.C.PAVEMENT 19 22000 LUMEN STREET LIGHT TO BE INSTALLED ON SEPARATE PLANS ©-CONSTRUCT ACCESS RAMP PER CITY OF LAKE SIGNAL POST PER SEPARATE PLANS 1� to-- STRUCT 6" TYPE'A-6"CURB PER ELSINORE STANDARD OWG. NO.101 13 CONSTRUCT 8"TYPE'D"CURB PER 0 20 40 80 120 160 RIVERSIDE COUNTY STANDARD N0. 200. �l INSTALL STREET NAME SIGNS PER CITY OF LAKE RIVERSIDE COUNTY STANDARD N0.204 22 PLLAANTA88A(USE 0 CURB FACE AT RAMP)-� S Sm I CONSTRUCT e" TYPE "A-8'CURB PER lr ELSINORE STANDARD DWG. N0.201 15 CONSTRUCT DOUBLE MAST ARM 9500 LUMEN STREET 21 CONSTRUCT LOCAL DEPRESSION PER CAL-TRANS STD. SCALE: 1'-40' 8 W RIVERSIDE COUNTY STANDARD N0. 201. LIGHT PER APWA STD 443-1,C2-8,DETAIL SHEET 2. PLAN A88A(CASE PER DETAIL ON SHEET 2) FT R Ev1sI s: HUNSAKER do ASSOCIATES� � CA IL � T PREPARED BY PREPARED BY MY OF LAI♦>E w�M USC AND GS BENCH MARK DISK IN CONCRETE MONUMENT STAMPED D 307 1935,IS 38 FT WEST (/ i OF CENTERUNE CALIFORNIAIRVINE. INC $ rT FILMz I m LIFORNIA HIGHWAY 74,33 ,�°�EZYuoq�4 PAUL R.HU ,Jft.R.C.E bE020 EXP.E/30/08 DATE INLAND EMPIRE REGION OF v �- f 2900 ADAMS STREET SUITE A-15 •��M 2N•A 37 GIRL TWO WORKING SOUTH OF POWER POLE 19319 CWT. Ae� Qi o RIVERSIDE CA 92504 I909)352-7200 `j/ BEFORE DAYS BEFORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. f No.5eO2o *m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE N11H c/1sIaNEERwc/SURVEYING/coVERNMENT RELATIONS ROSETTA CANYON DRIVE N rou DIG YOU GX '/'0O1 _ BEG TO 10+50.00 SHEETS I ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NCVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR TOLL FREE 1-E00--727-2600 MARK DESCRIPTION BY APPR. GATE CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"-40' PREPARED FOR: CENTEX HOMES HOLE' THE t•ERRCAL DATUM FOR THE ROUTE 74 s'f IYI df' W.O. FOR: F.N. FLLE N0. j ��. A PUBOC gRNCE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a'cA��f 2280 wAROLow CIRCLE, SUITE 750 0919-25479 CENTEX HOMES zi UNDERGROUND SERVICE ALERT PRO�.ECT 15 T.45 FEET LONER THAN THE YERRCAL CORONA, CA 9 2880-289 6 'RI' OATUM FOR THE TRACTIMPROWMEWT PROJECT. 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VNO go--SAWCUT EXISTING A.C.PAVEMENT e — OW n _ Jg 6 6° * 0 4 F 2 �R 19 QA 19 14 CONSTRUCT 9500 LUMEN STREET LIGHT PER - O- N VIZ 9 7 0 `-' w A 21 I E 22 Gf ELSBIOIIE 23 ..4 �•JA g RIVERSIDE COUNTY STANDARD PLAN NO. 10D0 �.. 7. 19 SIGNAL LUMEN STREET LIGHT TO BE INSTALLED ON D COUf1T'OF IINE�OE B � � SIGNAL POST PER SEPARATE PLANS o CO k9 �. 22 CONSTRUCT CURB RAMP TYPE'A'PER CAL-TANS STD. z PLAN A88A(USE 0-CURB FACE AT RAMP) 6ti� I � DUST.STORM DRAIN PER w 11 HIGHWAY 74 IMPROVEMENT PLANS �rCID tJ1 0 24+26.53 TRE.US LN.CA CB. m� 24+7fl96 TREWS LN.C CB. a 0 m - WEE LOCAL DEPRESSION I 19+31.51 TREWS LANE C TNT= "' SEE LOCAL DEPRESSION �';r SEELO HDEPRE 2E1 22+35.16 SONIA DRIVE 10 E A�TRUCTO a m DETAI LOCAL SHEET 2SSION n U DETAIL ON SHEET 2 Irf �.� lETIE rENrT STORM DRAIN SEE SHEET 37 f 1 8 0 20 40 60 120 160 I „$ TRELLIS LANE 1 SCALE: 1'- 40' I �< REVISIONS: z � a� I SEAL-ENGINEER PREPARED BY PREPARED BY: aY USC AND GS BENCH MARK DISK IN CONCRETEMGALERT HUNSAKER R ASSOCIATES E� MONUMENT STAMPED D 307 1935,IS 38 FT WEST ess r,/f�l IRVINE, INC 17 OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT �p0� Iq1. ® STFWT emmovB NT PLAN � a o 1.uoq�4 PAUL R.HU Jt.R.C.E.50020 EXP.6/30/06 DATE INLAND EMPIRE REGION e DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. Wt�'��' y`�y 2900 ADAMS STREET SUITE 7RACT NM �� BEFORE DAYS BEFORE RIVERSIDE GA 92504 1909)352-7200 H YOU DIG YOU Dec WEIGHT OF LIGHT ABOVE STATION MARK 1 METER. NO.56020 f m PLANNING/ENGINEERING/SURVEMG/GOYl WENTREund1S TREWS LANE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH =o ELEV.1425.76 NAND 88,HWY ELEV.1423.31 NGVD 29 ;TRW- °L W.4I"/ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR + 4 EN SHEETS tou It1EE 1-6pD 227-tam DESCRIPTION BY APPR DATE �m CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1*=40 PREPARED FOR: CENTEX HOMES 8 NOTE THE VE7PIICAL DATUM FOR THE ROUTE 74 m+i ,y�� A Pueuc SERNCE er E d W.O. FOR: UNCERGRO11M0 SERWCE ALERT PRO,ECT IS 2.45 FEET LONER THAN THE VERTICAL DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a'cAllt 2250 WARDLOW CIRCLE, SUITE 150 F.B. Fl N0. z OA TUAI FOR THE TRACTIMPROIEMENT PROECT. 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I== _=m MRSGC NEM 0 errm !--ME ENE- Nip 'BIBNop ------- M 0 N ff —MEMBESEMM I ------ . . . ........ —1., I OR Im 1 041-1,1 a MEMBER------ ---- RE ME MEE= =_== === —=--- —ia;:B_==------ ==== ==�Fmmmmffl =0�ss MON ------ ==miB= — ----- ------=_n=_Bcms:B ------- m Mmimill--BliMmm =011MM ERE=------MM====m mmmmig----- ------------- =M=_ BE=------B:= Bzm:BB:1mm m=�I=_m=_mm=_WMWW_W ==�B:ar --- --------- m-------------- MEMMOE mom =:=BmiB_====_= --------====OEM---------- run --------=M=== MEEMERNMEEIME IBM -=ff==== -- - --- ----- ME ME----- ------------ ====== ---- -mmmmmm= ===M==mmmMmM=llm----- =a===== MmBi =iB M=MMo__m=M ME M =MM=---------- -- -------- SoMmm mOm=BiWWW g=Bm:B===m==B:mcB=BzmcB MEE m BZCB_==--- B;m:Bm== BE MMMMM—MMEMIMMMMIMMIMMIMMIMMMIMMMM0112B —m ERE -- ----------------- ---------------- —MRMN ff • lei EA OEM- _ I m I - - I I I � z i I - I I 1 2 3 4 5 p SCALES 7 8 9 10 10 ORIZ.: "= 4-0' 44j�, 1 SFyViVF DATA TABLE I 8 BEARING/DELTA RADIUS L04M TANGENT `4F S'yFE�'%00 0 S 41'48'42'E 270.11' I ?I QB 7315'46' 350.00' 379.27' 260.23' /I ` © S 41'48'4Y E 270.87' Q 7315'46' 32&00' 356.29' 24187' I S / F '42'E .7315'46' 372.00' 404.07' 276.59' LOT 255 D 4 AR NWOOD WAY 14114 CONSTRUCTION NOTES SIGNAL POLE PE HIGHWAY [42+44.245]8 m �G2' 4 // 1 CONSTRUCT A.C.OVER A.B.CL II I G Yn SEPARATE PLANS SEE SHEET 23 139+24.66+ 2+10.68'ARDEN WA C CI3. 'nl$ 1 PER TYPICAL SECTION ON SHEET 3. D Y � � SIGNAL POLE PER ECR W=7.00' , H=4. 1 ^m & -CONSTRUCT 8'TYPE'A-S"CURB PER O ARATE'PLANS SEE LOCAL P ON $ RIVERSIDE COUNTY STANDARD NO.201. �� 4o---CONSTRUCT SIDEWALK PER RIV E LOT'A' 1iRSIDE A 19 19 'S 74 k R LOT 256 COUNTY STANDARD NO.401,4 THICKNESS. z z 1+00.00 ARDENWOOD WAY C INT.� B e. T ARY ..,- 6o---CONSTRUCT ACCESS RAMP PER CITY OF LAKE M N C 138+53.56 HIGHWAY 74 22 kx/ 6 1 ELSINORE STANDARD DWG.NO.101 V7 \ C. n -tom -�+ INSTALL STREET NAME SIGNS PER CITY OF LAKE a 4 ` 5 ��_ F ✓° Bo--GRIND AND OVERLAY(1 1/2'MIN.)EXISTING PAVEMENT z EXIST.MINE OF PAVEMENT g - I - - 1 go--SAWCUT EXISTING A.C.PAVEMENT ? I E 3 E �, 'FS RIVERSIDE COUNTY STANDARD PLAN NO. 1000 CONSTRUCT 9500 LUMEN STREET LIGHT PER a I g'° HWY 74 R/W 22 -- ��CCC RIVERSIDE CWNTY STANDARD PLAN N0.1000 U 19 19 22,000 LUMEN STREET LIGHT TO BE INSTALLED I °i SIGNAL POLE PER STORM DRAIN UNE'H' 4 R/W ON SIGNAL POST PER SEPARATE PLANS �,.. � 21 CONSTRUCT LOCAL DEPRESSION PER CAL-TRANS STD. SEPARATE PLANS� SEE SHEET 34 SIGNAL POLE PER S c LOT 257 SEPARATE PLANS +c°S [42+00.661] 21 PLAN A78(CASE PER DETAIL ON SHEET 2) '' 0 20 40 BO 120 160 � I �'•' 137+81.67 $� I 22 CONSTRUCT CURB RAMP TYPE'A'PER CAL-TRANS STD. c W-7.7'ARDENMOOD WAY C C.B. 5 + PLAN ABBA.(USE 0'CURB FACE AT RAMP) �g BCR Wr=7.00 H=4.21' ~rn Cc HIGHWAY 74 HWY 74 R/W k SEE LOCAL DEPRESSION 14 SCALE: 1' - 40' SEE SHEET 23 TRACT BOUNDARY DETAIL ON SHEET 2 m I¶�� REVSIONS: - PREPARED BY: PREPARED BY: CRY cr Lm dM�! 20 Cp 6" II` USC AND GS•BENCH MARK DISK IN CONCRETE //J HUNSAKER & ASSOCIATES MG ��LLL...ddd 11 11 NO STAMPED D 307 1935, IS 38 FT WEST (�/ �� ® IRVINE, INC $ T �Or BAN OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT �pOF ESSI y //�/ s 0 4 PAUL R.HUDEI TON,JR.R.C.E.66020 EV.5/30/06 DATE INLAND EMPIRE REGION 1 T � OF I W n DIAL SOUTH OF POWER POLE 19319 CWT. Wc� �' fc 29DO ADAMS STREET SATE A-15 TWO WORKING g yy RIVERSIDE CA 925D4 1909)352-7200 _wK7 BEFORE DAYS BEFORE '~"d` 't mV PLAWMG/F/IC�NEFAYIG/SURYEY%G/GDVUMYIEKT RELATIONS • V■ HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 5 NO.5602a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARDENWOOD WAY Y YOU DIG YOU DIG W EIP.6/w/a ELEV.1425.76 NAVD 88.HWY ELEV.1423.31 NGVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR $ + + =o toLL FTrF 1_ �T_ MARK DESCRIP11pN BY APPR. DAIS CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1'II40' PREPARm FOR: CENTEX HOMES g NOTE' NNE YERITCAL DATUM FOR THE RWIE 74 �'f Ivi� 1wo' FOR:A PUBUC SERHCE er DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH cF c.��v 2280 WARDLOW CIRCLE, SUITE 150FB. FILE N0. 13 PROJECT IS 7.45 FFET LDNER THAN THE Y£RITCAL UNDERGROUND SERMCE MEAT CORONA, CA 92400-2896 0919-25478 CENTEX HOMES -I ' W DATUM FOR THE TRACT IYPRDV£MENT PRO,£CT CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A.SEUMALO CITY ENGINEER RCE 56915 DATE: JULY 2004 (909)279-4000 m IMF No =-a= ----- W.—. 42`R;E- EM1111 ffi 0- a=- -SEIM OMENUMM— ----MW =M ------ -RENNER=,-=. MR.=0 a MM --- ---- ME Egg MEE MMMMM=m a M S am m S BEEMENMER =0-------M — Big —MEE MEE = E am= M 'NEE MEE -------OEM MINE 0 I a= M MEN 0 OEM M--=MMM1 I = == N - -=M M M 0 W MM= =m=M M-Mmm MEMMEMMEMMM MEE ==M= .......... ------- a M M a M ===a====--- ======M== 011111, W=MMMW= ---- OWL- On- Ol :llll =01MEMMI mM===PQ@m -Mmmmmmp. 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I � o I i 1 I _ I . . . .. . . . . . . . 12 28 129 130 131 132 133 pROFlLE SCALES 134 135 DATA TABLE 136 137 DATA TABLE 138 77.61'O.C. 2.35 36.WO .1 .3 50 .00, O.T. P.I.=1350.25 C. •C• BUS TURNOUT HORIZ.: 1"= 40' BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT MAKE CURB BATTER VERTICAL VERT.: 1"� 4' Q N 35'40'56" E 434.96' © 90'21'47' 49.21' 77.61' 49.52' QB 1229'40' 2800.30' 610.66' 306.54' 0 N35-40'56"E 10.00' N 4810'36" E 2 0.18'70' QI 14119'13' 50.00' 12.35' 6.21' ` QD N 35'40'56" E 30.70' I I EX.EDGE OF PAVEMENT QE 1229'40" 2750.20' 599.73' 301.06' 0 N4 ;56t 50.00' F QK N35'40'S6 50.00' t` 125+70.27[38+31.426]HWY 74= }_., E%.($T I)NC � � _ -- -_- - ————————— __ ---.-- ALLAN ST _ �•--+——— S -' `----EX.STORM DRAIN LINE - — �� -- _ F N 487036 E EX.EDGE OF PAVEMENT 32+80.83 10+00.000] _--" — _ ' _ --- ----�_ _ L N21'31'43 E 36.66 I .�y a-——— -PER HIGHWAY 74 - - - - _ - - - - - - - IMPROVEMENT PLANS I _ - All A28+61.98 A C.B.i - - _ 1 6"`_ -_�-� - ..+ - _ _ -�y -SEEMUD,1DEPRESSKIN- - - - - - - - - - - - -. `--""`-�f--_' ---�'-i l� ffP� - _ _ — _ - - - - 21 DETAIL ON SHEET 2.. ._ 9 8 . _..- - - - - `� 2n a i - - - EX EDGE.OF-PAVEMENT - i5'1' _ - _ _ _ O O STRIPING +,+oz 12 4 D /- —— ,.- - - - ... _ - 22 EX. DRAINAGE EX. STATER 17 K I STORM DRAIN LINE EASEMENT AND TRACT BOUNDARY J - II'a, +mJ I NE.A. N'~' e 9+74.143] EX.STATE R/W y�N SEE SHEET 33 M�- BOTTOM OF SIGN AT 80'A.F.F. w _ 4 IV W w lra �1t9600 ++ o "^y MIN PER CALTRANS SAD. �$ �yy <W E.C.R. \\` 0.00 B.C.R. "�'N m LOT 257 `= + EX.STATER y a I EX.-DRAINAGE ..ter '.^W g TRACT BOUNDARY gm 0 GIN CURB EASEMENT / CONSTRUCTION NOTES �m 1 UCT A.C.OVER A.B.CL II 12 CONSTRUCT BUS TURNOUT PER RIVERSIDE COUNTY ^ '^n -/Y/// HIGHWAY 74ICAL SECTION ON SHEET 3 STANDARD PLAN N0.B14(DETAIL 12,SHEET 3) ++ LOT 257 16 CONSTRUCT 22000 LUMEN STREET LIGHT PER I- �� ++ • So--CONSTRUCT B"TYPE"A-8'CURB PER m ++ MWIq `�' RIVERSIDE COUNTY STANDARD NO.201. RIVERSIDE COUNTY STANDARD PLAN NO. 1001 nn ++ '�'v og Y� �NUmW 4 CONSTRUCT SIDEWALK PER RIVERSIDE 17 CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN :•° I dam v»�m�Ci MNW �o ++ ++ °+'+ PER RIVERSIDE COUNTY STANDARD PLAN N0.309 .�x ALLAN STREET ++ na + nci ncimnti '�� COUNTY STANDARD N0.401,4"THICKNESS. m +nu a�NW yamu�"' TRACT BOUNDARY / 8 GRIND AND OVERLAY 1 1 2 MIN. EXISTING 20 CONSTRUCT B"TYPE"A2-200 CURB PER CAL-TRANS ti o - ��"� m A PAVEMENT AS SHOWN(ON/PLANS.) STD. PLAN A87 0 20 40 BO 120 160 k$ SAWCUT EXISTING A.C.PAVEMENT AS SHOWN 21 CONSTRUCT LOCAL DEPRESSION PER CAL-TRANS O PLANS. TD 9 S . PLAN D78(CASE PER DETAIL ON SHEET 2) N 11 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. 22 CONSTRUCT CURB RAMP TYPE"A'PER CAL-TRANS SCALE: 1'= 40' STD.PLAN ABBA(USE 0"CURB FACE AT RAMP) >v� -STANDARD NO. 311 CASE PER DETAIL ON SHEET 2 �� REVISIONS: �� I� - PREPARED BY /� /J( ' PREPARED BY HUNSAKER R ASSOCIATES CITY OF LAIM e� 22 I ll USC AND GS BENCH MARK DISK IN CONCRETE Zell pE MONUMENT STAMPED D 307 1935.IS 38 FT WEST / D� IRVINE, INC $�r �D�T �M INI u ^pFESS IpA, OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ,o+wwacFrr4f PADL R.NU STON. IR R.C.E.58020 EXP.6/30/06 DATE INLAND 00�MEMSTREET,PIRE�REGION OF W DIAL TWO VMKING SOUTH OF POWER POLE 19319 CWr. W.. F}o RlrS/I E CA 825 sos)3sTE i-7200 TUCT Nm 2"� 37 BEFORE DAYS BEFORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. U020 r THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH PLANNING/ENpNEERINO/SDRY£1'ING/COYDMMENT RELATIONS HIGHWAY 74 rou DIG *DU aG % `p'/mtli / FROM A. 1 +70. 7 0 SHEETS+ ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NCVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CENTEX HOMES t� TOLL FREE I-E00-227-2E00 MARK DESCRIPTION BY APPR. DATE : CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' PREPARED FOR: g NOTE THE V£RIICAL DANM FOR THE RWTE 74 '� �C L �+' W.O. FOR: F.D. FlLE No. Gi A PIIBOC SERNCE YY PROXCT IS 2.45 FEET LONER THAN THE H:R77CAL DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATIHEW BUSCH CAL" Q e / 2280 CWARDL(ORONA, CIRCLE, SUITE 150 z 11yy e' UKD AROUND SERVICE ALERT DA7UM FOR 1HE TRACT IMPROVEMENT PRO,ECT. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH - .QIa=as� 1��7�r DATE: JULY 2004 CORONA, CA 92BB0-2Bfl6 0919-25479 CENIEX HOMES zl 'G Ilk KEN A.gOMALO CITY ENGINEER RCE 56915 (909 279-4000 m imaccim Meg mom muck =MM= No 9 No a= Now a M_ww:WM ss=No 1111a -am _ZZ: ------ M =155 Wac: ca: == --- ;a==__== M. — =_ M11-M-aaffi= =---=-. =MwM@MIEEMjMWMMMM= M = - - = a.-*Ipy :==:aw===: zz: R-EMMMM am= _M - =W === 122 U1011 ZZ: C= ICC .4 -9 M ___ E ISF_ xe M=M= BOB --- =M ME== BMW Moslem a - M = SEE ammm== Malfto Samm MERE cc AMIC ME Fa; 05% ME Via C ------ I=== W= ERROR- W aammW I Fall --- -C= ZZ; = m E -_ MMMSEEM M = = - =---- 11 RE�ZZ pr --- MW M SEE =19 --- BEEBE M=M a== MEMBER mom =r= V UM: MQ IEM== a- S112 512 ip EEC BE SEE cawww- :a SEE REM MII Room 1000mugm—Ig ME ;E� 91 qapq SIS a NNE =M . =—MEN- OEM=- - I=_J= %long M-an uml. SEE M== 9E tan mom 57 Mei Ar MEMBER== RME R-11 ir-C -11 �§ az IiNEEESSINIISE11:11111:11:11i WE P_ a� 'n., = M=== N oil Car- wig EMEFF =F.P= IS i M V; !Ate ==a=== MEN ENRON [MEN Ali la Wiliglop-c a, itc Big== === mn� M MmM F MEN =-a 5MRA =4 ,a- =1Z nj!C No 1E a-- =1Z Pt =%= =1 . 01MC MEMPEN nmn mn. Ml cz: __.AEC SHIMIZU SEE ME maim W_ .p ==V14 === ME BEEN MEE 09 M q UM: — == F �m E__ !� .r= COM RARE Munw;F ME 0 Ea EFES Mal zx ==a= I==2 1=M M=S: M cz: IF- MM Uez-g No qS ME& M=== =02 C= aca=e=20 vzm IN =111 === : � ___ 11091111op r- .-ads _rWa -ss ==w =-- - w., 11 --g=== -=-a- =a= iF Mo =c ZZ: =1C =_ = __ mzz=�.74= === --- -= 1 = = =Y&-ar __ CM: IN == = ;aw BEE aa W= -ME ME= aM -%:a Run= a 0 W SE: N =M -, = I M I •E FN-I.,-a 0 11* — - wm� 'I EM "A :M JC= ===M Z: aa-, WEE M_SEE SO:= ME _=_ - = a ---- M ME=ME M== t= =10C r"7- =IMM EE w 0 :w H BE M M _a:a xe: M M�F A No-== M.:q ME gill rE =22 P �- -11— =`=w Bg omog��- 200- ------- NONE BE MW ME 221 F=m BlEN BEER M= W�A am V-11 USE MAIM BOB R ME 0 EN ==M= MEN= ME ==E==E= -a- ic=ap =gOMM =a- M MW-h- M WEE BEER IME=MMESEEMMMISESE: HSUC EMM W:. ------ SEE IMMIMM= M=--=- =__ - - .=--= 111 SEE HE =� =MM: =a==--==;.- =15 a =Zt, will gi I ZC. SUM 12: -W=1=====-----IN RONNIE- M-M WMEMMsx 10a ME=y SEEM SMa= =-a= - - -__ = - - i __ aIL a V: =EE M zzril ----- m M 9E M SC= = MR: lZa :_ � = Bpi =a BEE -------------- OUR MC: 10C =M�i SEE SEE----- =10= MEMO 0 lq�q. _= =--- MERRIER 0 ENEMIES MORE- REM ------ SC= ======M 10 M�E:9A,11111 • MENEEE MOMME - = =__ SC= MMM --- ---- -=z:SM==1Z= =MMMMEM == === ==155:55MMM= = - MM, - _== =MMMESEMMEEEEEESSISE: N 0 M - ------- =M a-- MEMBER ism M -CP kw PENN MAI so VS _1500 No I== ME M ZZC IR MM- ICZ is K BEE N IN willow mrrx= •®® Swim 4 u 41.4494l 0144,0`01ipm A 14404 ,01401j'Apil'a =0111111HIGNU14MIZ 1,1w"1A,.T.i., Eatlixt"JaMI&NEW-1.101W.I.A ISP I - f 0 m _ f I I � o z I I y 1 ±7a.e g 4wx2 ' A.C.PAD 140 141 142 m SEE T 1 LES144 145 146 147 AT RIGHT) lP N�c�i y 1+1 B.C' 25 1+87.01 E.C.R. EX. HWY 74 CURB 1n +�, i �yBF � BEG WRB^ VER.: 1'- 4O� A.C. PAVIN [�o 84 LM 1-1 VERT.: 1'� 4' �N 4r {t -TYPICAL PEDESTRIAN PAD 24 +�/ N.T.S. 23 NA VWX23'L A.C.PAD 25 _ _ I w 9 & '�-- EX.EDGE OF PAVEMENT �� NC W - p + (SEE DETAIL ABOVE); Z `"1'38` I AL LE PER �f' t�Z A 3EP_ TE PLAN- --.._ _ `• A t� /, - � "- � EX.EDGE OF PAVEMENT 24 - -. � 19� _ �1 C -- - - \\\\PROP.STRIPING EX.STRIPING POLE P 9 1 - - ---___�\tY\ --- - - - 19 - - SEPARATE P - � to' EX.EDGE OF PAVEMENT _I a 0 F • ,o SEPARA PLAN •\ SIGNAL POLE PE -, '• ..- - - . \ \ �? it 1 1;_ _ •4 CL INT SEPARATE PLAN `� 26+12.22 - „� _._�J\a_. .. ,.. ._ - 9 8 _ - --- 4 21 2 19 ' ;'0 1+00.00 ROSETTA CANYON DRIVE I E w+w ECR „, ,. c _ - - - 0 -- 20 147+62.77 HIGHWAY 74 o �,��,w� ^r: SIGNAL POLE PER E �., s�l ra/y w B(,R,N+x+ N SEPARATE PLAN \\ STORM DRAIN LINE'H' /F� EE SH AY �n �' \\ STORM DRAIN LAT.9-9' •, ..«i-�. v m c`� Q (� C SEE SHEET 34 ` WER(Y ' 20 W` " DATA TABLE \\ y.o3` '` J D A SEE SHEET z7 S t+9 A CANYON DRIVE Z 131 REED CL INT BEARING/DELTA RADIUS LENGTH TANGENT EXISTING STORM DRAIN m�� EX. STATE R/W Z�:L m �u E.CR ROSE 4 19 22000 LUMEN STREET LIGHT TO BE INSTALLED ON w P,o 1+00.00 ARDENWOOD WAY- �e+� AND TRACT BOUNDARY x �O' SEE SHEET SIGNAL POST PER SEPARATE PLANS QA N 4810'36'E 139.48' PER HIGHWAY 74 c� + o DR. �8 138+53.69 HIGHWAY 74 IMPROVEMENT PLANS N A '��'m +'� (FORMERLY RAMSGATE 20 CONSTRUCT 8'TYPE'A2-200 CURB PER 1 �,a Q 22'O6'*E 2450.26' 964.90' 478.70' HIGHWAY 74 `��. �� CONSTRUCTION NOTES CAL-TRANS STD.PLAN A87 0 f © N 26'04'03'E 64.90' DATA TABLE° 21 CONSTRUCT LOCAL DEPRESSION PER CAL-TRANS I �� QD N 4810'36'E 31.56' ,�� -+ m CONSTRUCT A.C.OVER A.B. E II STD.PLAN D78(CASE PER DETAIL ON SHEET 2) JJJ o.. BEAPoNC/DELTA RADIUS LENGTH TANGENT / W� � PER TYPICAL SECTION ON SHEET 3 QE 90'00'43' 50.00' 78.55' 50.01' Q N 48'10'36'E 25.00' /l �. 4a-CONSTRUCT SIDEWALK PER RIVERSIDE 22 CONSTRUCT CURB RAMP TYPE F PER CAL-TRANS 8 QF 8910'42" 50.00' 77.82' 49.29' //Y/// COUNTY STANDARD NO.401.4'THICKNESS. STD. PLAN ABBA(USE 0'CURB FACE AT RAMP a © 72'43'05' J5.00' 44.42' 25.7T 23 CONSTRUCT CURB RAMP DEPRESSION TYPE AM PER CALTRANS I bw © 17'36'22' 2501.36' 768.63' 387.37' Ba-GRIND AND OVERLAY(1 1/2'MIN.)EXISTING STD. PLAN ABBA(USE 0'CURB FACE AT RAMP) QM N 2432'30'W 1.56' PAVEMENT AS SHOWN ON PLANS. HQ W-03'46' 50.00, 76.85' 48.34' 24 CONSTRUCT 6'TYPE'A7-150'CURB PER CAL-TRANS �g ON 0314'40' 216.00' 12.04' 6.02' 0 20 40 80 120 160 9a-SAWCUT EXISTING A.C.PAVEMENT AS SHOWN STD. PLAN A87 QI 8814'38' 50.00' 77.01' 48.49' ON PLANS QO 92'28'31' 35.00' 56.49' 36.55' 25 CONSTRUCT 3'A.C.PAVING OVER COMPACTED NATIVE N 26V4'03'E 51.35' SCALE: 1' = 40' 16 CONSTRUCT 22000 LUMEN STREET LIGHT PER © 01'08'Sfi' 2411.8T 48.37 24.18' RIVERSIDE COUNTY STANDARD PLAN N0. 1001 r REwsloNs: HUNSAKER R ASSOCIATESef�sP~ MGA - ERTUSC PREPARED BY /�/7 /� PREPARED 8Y: CRY�OFLM d ``7 p MONUMENT AND GS BENCH MARK DISK IN CONCRETE press, // �(� ® �� MONUMENT STAMPED 0 307 1935,IS 38 FT WEST / "if IRVINE, INC I rnm OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ore �4 PAUL R.HU TON, R.R.C.E.W020 EV.5/30/05 DATE INLAND EMPIRE REGION of '. r 2900 ADAMS STREET SUITE A-15 37 DIAL 1W0 WORRWc SOUTH OF POWER POLE 19319 CWf. J3• a RIVER9DE CA 925w (eD9)352-7200 TRACT NO.�,6470 V( BEFORE DAYS BEFORE HEIGHT OF EIGHT ABOVE STATION PARK 1 METER. u 580Ta r THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NATH PLARNINc/ENgNEERING/SURVEYINO/GOYERNMENT REl-A71dIS HIGHWAY 74 io YOU DIG TO1 ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 s v 9no�a THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FROM STA. 137+50.00 TO 149+50.00 SHEETS is TOLL FREE 1-00-227-2100 MARK DESCRIPTION BY APPR. DATE SCALE: 1'-40' PREPARED Fat: CENTER HOMES 25 NOTE THE WR MAL OA IUM FOR THE RW1E 74 +� c,vi" CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. f d� W.O. F.B. FILE NO. z A Pu9uc SERVICE BY PRO,ECT/S 1.45 FEET LONER THAN THE h£RTICAL DESIGNED 8Y: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a'c.�1r o� � 2280 BONA, W GRCLE, SUITE 150 z UNDERGROUND MEAT OA7UM F0,4 THE TRACT IMPROVEMENT PRO,ICT. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH �l�7Ye2' DATE: JULY 2004 CORONA, CA 92BB0-2896 0919-25479 CEN TEX HOMES KEN A.SEUMALO GTY ENGINEER ROE 55915 (909) 279-4000 m I I I ( I , I 1 I i_ _ I i 00 150 151 152 153 1 �9 PROFlLE SCALES 154 155 156 157 158 159 160 HORIZ.: 1'= 40' �I1 1&1 1 1 VERT.: 1'= 4' 11 I O I 1 W V \ FOR EXI IMPROVEMENTS EX.STRIPING SEE HIGHWAY PRVEEMENT PLANS + 11 i + (TYP.) V �.._-- � \ EX EDGE OF PAVEMEN p EX.EDGE OF PAVEMENT PROP.STRIPING ———— � \ —— `\\ i 4 - (TYP. }5+96.35}9GHWAY 74-. - - - - -OFF --_ EL TORO CUT - ��fS4 An N C A _ - _ a `6L - - - - EX.EDGE-OF PAVEMENT PER HIGHWAY 74 l�YIE -�- �=;--------- ` - - p eV �s ` f=i1 �— - - 4, cn ..._�._--_ _ _ _-. ._ _ _-. __ _ _ _ _ ., IMPROVEMENT PLANS - - -- - _. _ r _``��ED•- --__`- EO 12 - -9 8 .- _-•-__ _ _ � linuj 20 F E +9973394] EX. STATE R 16 AND TRACT /OWU NDARY ^\ \ cSTT HIGHWAY 74 In C__ M +o DATA TABLE DATA TABLE \ \ 10 o K N m ^y 0 0 \ EX.STATE R(/Ay'yy' I J L _{ in i ^' BEARING/DELTA RADIUS LENGTH TANGENT C) BEARING/DELTA RADIUS LENGTH TANGENT AND TRACT Re c� K u$ m� Q N 26D4'03•E 222.96' QI N 26'04'03'E 43.10' CONSTRUCTION NOTES 16 o to r+m n �/ $,. rn 9 SAWCUT EXISTING A.C. PAVEMENT AS SHOWN — . Fu,ao �,, o.Q u m m QB 16'35'54• 32DO.34' 927.12' 466.03' JQ N 45-36'28'E 20.31, a CONSTRUCT A.C.OVER A.B.CL II ON PLANS. o� c`�i'5 © N 26D4'03•E 23.72' QK 19'32'25' 64.00' 21.53' 11.02' PER TYPICAL SECTION ON SHEET 3 12 CONSTRUCT BUS TURNOUT PER RIVERSIDE ' d'�°w a �.� D 14D9'13' 50.00' 12.35' 6.21' COUNTY STANDARD PLAN NO.814(DETAIL SHEET 3) V 16 © N 26-04'03'E 50.00' O—CONSTRUCT 8U TYPE'A-6'CURB PER 'W RIVERSIDE COUNTY STANDARD N0. PER m QE N 40'13'16'E 36.66' QM N 6'31'37'E 20.37' 16 CONSTRUCT 22000 LUMEN STREET LIGHT PER 0 20 40 80 120 160 cmi o- CONSTRUCT MEANDERING SIDEWALK PER RIVERSIDE RIVERSIDE COUNTY STANDARD PLAN NO. 1001 QF N 26'04'03'E 50.00' NQ 14'09'13' S0.00' 12.35' fi.21' COUNTY STANDARD NO.401, 4'THICKNESS. Ro 20 CONSTRUCT B'TYPE'A2-200 CURB PER SCALE: 1'- 40' X © N 1154'50'E 36.66' QO 14'09'13' 50.00' 12.35' 6.21' o--GRIND AND OVERLAY(1 1/2'MIN.)EXISTING CAL-TRANS STD. PLAN A87 Ti H 16'3555• 3149.24' 912.33' 459.38' P 14'09'13' 50.00' 12.35' 6.21' PAVEMENT AS SHOWN ON PUNS. PN m II REVISIONS: PREPARED BY: PREPARED BY: CRY OF LAIC KA � USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER R ASSOCIATES 24 N MONUMENT STAMPED D NIA 1935,IS 4,FT WEST (iL� A7E ® IRVINPI INC gTpEET PROVE] r pLAN L OF CENTERLINE CAEIFORNIA HIGHWAY 74,33 FT �FOF ESS�qY 4 PAUL R.MUDD STON,Jt.R.C.E.68020 EXP.0/JO/De DATE INLAND EMPIRE REGION TRACT NM�4� of SOUTH OF POWER POLE 19319 CWT. f 2900 ADAMS STREET SUITE A-2 37 DIAL TMp NORKWO W v ''}� RIVERSIDE CA 92504 1909)352-7200 3 - BEFORE DAYS BEFORE HEIGHT OF EIGHT ABOVE STATION MARK 1 METER. 'I NO.55020 r THESE PLANS HAVE BEEN REVIEWED FOR COMPLJANCE WITH PLAN ANGVIFERWG/SUR*YING/GOVERNMENT RF1A110N5 HIGHWAY 74 1N YOU DIG YOU ELEV.1425.76 NAVD 88,HWY ELEV. 1423.31 NGVD 29 MARIc DESCRIPTION BY AN'PR. GATE �'/ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FR%JM STA. 149+50.00 TO 160+50.00 SHEETS TOLL FREE 1-000-227-7500 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1'-40' �PREPAREDFOR: CENTEX HOMES NOTE THE IfR 77CAL DA 7UM FOR THE ROU7E 74 �vi� S A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH f cAi�F ' 2280 WARDLOW CIRCLE, SUITE 150 W.C. FOR. F.B. FILE PRD,.ECT IS 245 FEET LDN£R THAN THE 4ER11CAL Q � z SERVICE MLNT OA 7UM FOR 7H£7RACT IMPRO"ENT PROJECT CHECKED BY: :PAUL HUDDLESTON PROJECT MANAGER MATTHEW BUSCH N r7 r DATE: DULY 2004 CORONA, CA 92BB0-2B96 0919-25479 CENTEX HOMES zi W KEN A.SEUMALO CITY ENGNEER RCE 56915 (909) 279-4000 m _ RIE a F=- mmmmmm IN ME 0 Be N N B ---ROOM-- ---- M =11 nmwfflffm� EimEi_ BONBON ism--- =M ==M==r= ====m=__== ciiiii-cic === --- Ecm SOMM cciamcmimcniocclIE M= —==M =rMl i==, cc: c:c:i=M...= ic- Ccc M= M= s um RON 111= cciiii: Cc: R=M_ __zc:z:::5= Elm I M_ __=c=m_ =Elm = __ =MEMM===M cc: M.. 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M'_' —FE.G-- ME =la == ==== — Maim NNIM —=mm EMMMM==MEMNON! • O—QgcEM r ._=== _5 =Zalimm --.r --i G- X---------- ra qlam.1 ' _ _=_=== MM MMMMMMM---- -- 1ESCM5 0 iS zmn-_R--ca-77 ==_ JIM =`==MENI---- ,"Mirl FINE" SO=; gVE! =MmMM I M 0 MMEMEEM--- -==m==== = ==MM=—MMEIEI ire mm ---- -- Mmm_=======GMM=.ww ................ ......................... . ...................... --------- ................... ....... ......... • PAWN Q:�7— ... ... .. Mv Flo 30 BE .Fl= MINE= HE IF I WWI r_ I 8 iiiw n 161 162 163 164 165 166 PROFlLE SCALES 167 168 169 170 171 172 I HORIZ.: 1'= 40' CONSTRUCTION NOTES VERT.: 1 4' to--CONSTRUCT A.C. OVER A.B. CL II PER TYPICAL SECTION ON SHEET 3 EX.STORM DRAIN LINE 3a—CONSTRUCT B'TYPE'A-8'CURB PER I 74 RIVERSIDE COUNTY STANDARD NO.201. \ PER HIGHWAY IMPROVEMENT PLANS ', EX.STORM DRAIN LINE CONSTR`-' CCOUNTYUCT STANDARD NO.G401,4'ALK PER THICKNESS RIVERSIDE ( �' \\ PER HIGHWAY 74 Q \\ EX.STRIPING IMPROVEMENT PLANS EX.EDGE OF PAVEMENT Bo--GRIND AND OVERLAY(1 1/2-MIN.)EXISTING \ \\ (�---PAVEMENT AS SHOWN ON PLANS (T— — ——— ——— �.)— _ ————'►- —— — _ v ON PLANS STING A.C.PAVEMENT AS SHOWN ———— EX.EDGE OF PAVEMENT / — -- --- - - - -- - - - - _ --.___.___._._ _--- - ------ ---- 16 ER RIVERSIDE COUCONSTRUCT NTY STANDAR LUMEN D PLAN NOT 1001 --i-----lE6 _." — fi3'-- __-__ _- - _.. _ �-- 20 CONSTRUCTS" S .PLAN A8700 CURB'PER CAL-TRANSTD PROP.STRIPING - -- �`�ff-�9 �-- t - _ _ n 21 CONSTRUCT LOCAL DEPRESSION PER CAL-TRANS STD. 4 _ 62 I �_,_ - _ N \\C OF PAVEMENT - - -. - - _ -- (Tn'.)\ _ _ _ -- - - - _ -_.___--= 1----- ,f.-_ _ _ �•N PLAN AMA(SEE DETAIL ON SHEET 2) ( I EX.EDGE _ Iowa .... ... z --- _ 4 STORM DRAIN LINE'C' • _ =f/� i 0 C �+ - - \ SEE SHEET 33 - .•; DATA TABLE o D go {T . . .• \� r, BEARWG/OELTA I RADIUS I LENGTH TANGEN z P O \\ _'p EX.STATE R/W °i- o � \\ %-_-T-•_ N� QA 19'41'36• 3200.34' 1 z O 4 AND TRACT BOUNDARY CALTRANS _ + B 19'41'36* 3149.24' 1082.44' 546.61' �+ _ DRAINAGE __ '_fie o EASEMENT --- g 16 N EX. STATE R/W ��• `---� -{-{ -�_~f_{ + �_�� AND TRACT BOUNDARY 16 16 + HIGHWAY 74 �9 #"'� 0 20 40 80 120 160 �o 8 � SCALE: 1•- 40' ...;) o a� REVISIONS: PREPARED BY: PREPARED BY: CRY cr LAICUSC AND GS•BENCH MARK DISK IN CONCRETE HUNSA IRV N ASSOCIATES AGWGA - ERT MONUMENT STAMPED D 307 1935,IS 38 FT WEST Press, /J .6Y/3 IRVINE, INC STREET T �� !_N na' OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT o� �`4 PAUL R.HU TON.JR.R.O.E.56020 EXP.6/30/06 DATE INLAND EMPIRE REGION OF wN SOUTH OF POWER POLE 19319 CWT. �`' + �� zao0 ADAMS SHEET,SURE A-15 'MCT NM�79 w� I DIAL T,q,pR,ING q n RIVERSIDE CA 9250E 909 352-15 3 BEFORE DAYS WORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �t No.seo2D r^ THESE PLANS NAVE BEFN RENEWFA FOR COMPLIANCE PATH PLMNNG/ENGINEERING/SURVEYING/GOVERIIYENT RELATIONS HIGHWAY 74 i� YOU DIG Y01 ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 ` y"^'� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FR0111 STA. 160+50.00 TO 171+50.00 SHEETS =o MARK DESCRIPTION BY APPR. DATE SCALE: t'-40' PREPARED FOR: CENTEX HOMES TOLL FREE t-eo0-227-2aoo �;, IV,, CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. JW.o. FOR: N07E. T 112.45 F L DAR/M FOR N ROUTER 71 t Fd ' 2280 WARDLOW CIRCLE, SUITE 150 F.B. FILE�' '@("� A PUeuc SERNCE er DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH �'cAi� z tl5l I PRO,EC7/S 245 FEET LONER THAN THE Y£R7/CAL /Q,,/„•�.� 0919-25479 CENTEX HOMES I ^ �{ IXaOlaRauNo SERA AIFl1T DATUM FOR ME 7RACT WPRO IoEMENT PRO.LCT CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH G �� DATE: JULY 200E CORONA, CA 92880-2896 z .V+CW KEN A.SEUMALO CITY ENCINEEItt RCE SBe13 (909) 279-4000 m f ( � I _ I I � c I = i mom Is 172 173 174 175 176 177 178 PROFlLE SCALES 179 18O 181 182 HORIZ.: 1'= 40' CONSTRUCTION NOTES A.C. PAD CL INT (ON GRADE) VERT.: 1'- 4- 10---CONSTRUCT A.C.OVER A.B. E II 17+10.76 EX.H A 74 CU PER TYPICAL SECTION ON SHEET 3 1F- 15+84.3 HIGHWAY 74= A.C. PAVING CONSTRUCT B'TYPE'A-8'CURB PER nm RIVERSIDE COUNTY STANDARD N0.201. ') � 5+84.78 TRELLIS LANE EX.EDGE OF PAVEMENT nMi O4 --CONSTRUCT SIDEWALK PER RIVERSIDE I _ NNE B'WX15'L A.C.PAD TYPICAL PEDESTRIAN PAD COUNTY STANDARD NO.401,4 THICKNESS. SEE DETAIL AT RI -n -m ,gym( - ci �. N.T.S. o--CONSTRUCT ACCESS RAMP PER CITY OF LAKE 25 +o,c3 ELSINORE STANDARD DWG,NO. 101 24 n$o EX.STRIPING i 23 z (TYP.) ENT o--GRIND AND OVERLAY(1 PLANS. MIN.)EXISTING Q.. w PAVEMENT AS SHOWN ON PLANS. SA LIT EXISTING A.C.PAVEMENT AS SHOWN SIGNAL PO PER ON PLANS. ILA C _ _,_ _ _ _ 18 ABATE PLANS - - - - - - - __ _ _ 12 CONSTRUCT BUS TURNOUT PER RIVERSIDE COUNTY STANDARD fn Z e A i - - PLAN NO.814 AND DETAIL 12 ON SHEET 3). n - -I- - —{ - •`V tFa—�; _ I - - - _ i6 CONSTRUCT 22000 LUMEN STREET LIGHT PER __ (�— _ +x +5-----1 76 - - - - _ `-' RIVERSIDE COUNTY STANDARD PLAN NO.1001 - -- =�X -Oi-PAVEMENT PROP.STRIPING Nr.W.. =110E�F-FAVE#IENT- __ i _' n z - ---__ _ _ _ 19 22.000 LUMEN STREET LIGHT INSTALLED ON SIGNAL ' - -- - - 10 ( .) 19 t'� a - -- - - - -- _ -_ EX STORM DRAIN LINE _ --�f- - _ - - - __ POST PER SEPARATE PLAN • PER HIGHWAY 74 _ _ p�-- _ N+ `= N Jl - —. -JMPROVEMENT PLANS - - - _ _ _ _ �- -� _ - _ CAL-TRANS SM. PLAN A8700 CURB'PER E g 1 - C - ' -�_'�- - - `- 22 CONSTRUCT CURB RAMP TYPE'A'PER CAL-TRANS ,L STD.PLAN A88A(USE 0'CURB FACE AT RAMP) .. o EX.EDGE OF PAVEMENT--=- L, 12 �� _~-- 23 CONSTRUCT CURB RAMP DEPRESSION TYPE"C'PER CALTRANS � � .i E 4 � + - ---_�-yam /'''� STD.PLAN A88A(USE 0"CURB FACE AT RAMP) z D +^ _�_�� - - _— CONSTRUCT 6'TYPE"At-150'CURB PER CAL-TRANS I 1 e SIGNAL POLE PER m" _ 5 _ - STD. PLAN A87 m SEPARATE PLANS++ - = MAKE GU PRESSIONS FOR FUTURE 24 25 CONSTRUCT J'A.C.PAVING OVER COMPACTED NATIVE � 2 - CURB P PER CAL-TRANS STANDARD ABBA o �E 16 �` E� TREWS LANE 1 2 Bs�ss7 DATA TABLE I ' V SEE SH ET 17 / BEAPoNG/DELTA RADIUS LENGTH TANGENT I 8 0 16'22'18' 3200.34' 914.47' 460.37' �q SIGNAL POLE PER STORM DRAIN LINE SEPARATE PLANS HIGHWAY 74 QB 134'37" 3149.24 86.65' 43.34 L NEX. STATE R/W '1 SEE SHEET 37 /AND TRACT BOUNDARY O 20 40 BO 120 160 © 92*25*06" 50.00' 80.65' 52.16' I / (D o 91%'04' 50.00' 79.50' 50.9T SCALE: 1" 40' o S �N (" ¶ REVISIONS: - PREPARED BY: PREPARED BY: GTY ��d��E IBC �a NUNSAKER � ASSOCIATES `V z I P� MG �a I� USC AND GS BENCH MARK DISK IN CONCRETE IRVINE, INC s�� Q�r PLM — a I R ] MONUMENT STAMPED D 307 1935,IS 38 FT WEST Pov !!! OF CENIERUNE CALIFORNIA HIGHWAY 74,33 FT e �+ Esm cNLAND EMPIRE REGION °F p yW Z' PAUL R.HU STON,JR.R.C.E.R.C.E 58020 EXP.E/JO/OB DATE 2900 ADAMS STREET SUITE A-15 1�W M.gyp," 37 DIAL nG woRKWC SOUTH OF POWER POLE 19319 CWT. „ rsm RIVERSIDE CA NG/G �OWFNT RELATIONS HIGHWAY 74 I BEFORE pArS BEFORE NQGHT OF LIGHT ABOVE STADON MARK 1 METER. NQ''50p THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH PLANNING/ENgNEERING/SURVEYNG/GOVEIdiNENT RELAROlIS H YOU DIG you �Arop THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR T + SHEETS ELEV.1425.76 NAVD B&HWY ELEV.1423.31 NGVD 29 MARK DESCRIPTION �131 APPR. DATE SCALE: 1"-40' PREPARED i01+r CENTERHOMES CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. W.O. FOR: F.B. FILE N0. lOLL FNFF -TOP-Y27-2W0 NOTE.' lH£IERIICAL OANM FDR 1ik ROUTE 7< r'rfFd+' 2280 BONA, W GRCLE, SUITE 150 z A PUBUC SERMCE Br DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH q`ui� �� ../n�� CORONA, CA 92400-2898 0919-25479 CENTER HOMES ZI PR0.ECT IS 1.45 FEET LONER MAN TIE YEJPIICAL W DATE: DULY 2004 UNDERGROUND SERMCE ALERT 0A MM FOR THE TRACT MOPRO�EMENT PROECT. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A.SEUYALO qT'ENGINEER RCE SOYts (909) 279-400p m lies! =a== --- -------- E In MIS --- ---------- -Mil =a=- a a Now =00.---- --=--=M=M_=_ -am NAME MMM ----- Mgo =M ===a------ ==M== MOMM—MM—M—M EM-0 =mMomms — === MO= MMERM—ES11 ElE 1=m==MM— =in==== -- ----- MM =M=M _=MMMMMMM amm a K ---------- =M ------- ===M --- M=mmmmmmm==::: R: oOF—CCU— _MMMmM M--- =a =---- ------- a== im --===MMMM a --------- IS —=M—M IS IN SLR_ WMMM M== ------ Mo =M=M=M= __Mmm RME—M=====1 X ME NE am aM mmommP ------- OE MO;! =a !ME WE M - SO == M=Mmagagaaz =mms� == ff 11KNIVISIMS == a = = - =M= "6 OUR= =MMM====m -=M=------ Mom MEMO ........ ............... MEE inc_e ------- =M ac= Z ........ ....... It "ms- M= ==E a= ------ --- EE =5 H! 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WATER SEE NATCHUN I I J 31 INSTALL 1B'R.C.P.(SEE PROFILE FOR D-LOAD) I 144 145 PER'SEWER AND WATER 244 246 SHEET JI f 74 IMPROVEMENTS FOR — 245 42 8+65.18 MH i 28 I 32 INSTALL 24"R.C.P.(SEE PROFILE FOR D-LOAD) '�, HIGHWAY t TRACT 25479 —�"" _ �g{�� _ ,� I G 3 5 34 INSTALL 36"R.C.P.(SEE PROFILE FOR D-LOAD) ! / LAT"I-9" ST.STA.146+63.75 F SEOiER 7{i C. SEWER 1425 N I p.1 A +7 77 43 INSTALL 42"R.C.P.(SEE PROFILE FOR D-LOAD) / 31 N O6'4614 W 64.8 \ W=14.0,V-6.34 \ A-3BMOD0' __.. -- — _ \ - P '[�Fp— INSTALL 48"R.C.P.(SEE PROFILE FOR D-LOAD) r EX.STATER _._. s - U SH Y 37 CONSTRUCT CONCRETE COLLAR PER R.C.F.C.k W.C.D. 0 1+68.I / 1 § � Ih 659010�Q0, O 39 CONSTRUCT J.S.N0.4 PER R.C.F.C.k W.C.D.STD. I \ e DWG.NO.JS 229 41 CONSTRUCT MANHOLE N0.2 PER R.C.F.C.k W.C.D.STD. I ta92.539 1aoD �L- \ B.C. ST.STA 16. _ - - —'� DWG MH 252 / I _ 996 - iERSEC110NT 42 CONSTRUCT MANHOLE N0.4 PER R.C.F.C.h W.C.D.STD. 5 E DWG MH 254 � I 6 _ h _ 7 --- - A /�� CONSTRUCT CATCH BASIN N0. 1 PER R.C.F.C.k W.C.D.SM. I O 6 `MNy DWG.NO.CB 100 5 .+ 1 TOId` I lER n I .I T D I D F_DIPjV� GN O � •_ 28'X35' =-x 3 I r . i t � \ a—CONSTRUCT RIP-RAP PER DETAIL ON SHEET 35 + _ 7+ .91 MH � tzso �-,` a—CONSTRUCT DRAINAGE INLET PER CALTRANS STD.PLN.D72 14 I I �r7 2 '1 -AT I ® TD—CONSTRUCT HEADWALL PER CAL-TRANS S .PLAN D90 CAL � /T�"W� y'"- � [c v.,.�. C � `1 (AT A EN ( PROP 5 1 5.06 1 PER SEWER AND WATER IMPROVEMENTS FOR — - - c, - ,_. i TRACT 25479 'I I'1 it C.W TER _ as _ :°. PER S _ g F -" „<,--- STORM DRAIN TABLE z fi �n — —REC.08�20/2063 42 4+52.M MH I 242 9 y I TRACT 254 T BENBNG/DQTA RADIUS LENGTH TANGENT w NH./4 DATA !! !! 256 kv; u <D _ _ - `� Q N308'4436'03E' 90.00' 137.5T6.86' om> I 255 \� _ B EL R=IJ 92-�Z�EL.S1J99.11 LINE I ��; O '. ' �, � © 93'4T29" 150.00' 245.55' 160.27 1 243 QD 07"36'00- 1087.00' 144.18' 72.20' I Z+85.06 P !! !! Q 85'5427" 90.00' 134.94' 8179' s g MANHOLE DETAIL LINE I \1 © N 46'40'48"E 35.81' I ,I . Q N 27'49'24'E 88.43'F„ LINE I'—SEE RIGHT 0 20 40 60 120 160 QI 49'38'55" 45.00' 38.99' 20.82' ti SCALE: 1' - 40' qcci REVISIONS: - PREPARED BY: PREPARED BY: CITY�L�d.M101E ¶�L\may\ 7��II� USC AND GS"BENCH MARK DISK IN CONCRETE � �j��1 HUNSAKER R ASSOCIATES �f MG E ll 11 ll MONUMENT STAMPED D 307 1935,IS 38 FT WEST wzelll (iG� / �if IRVINE, INC $�T �R�YE�IT ��l `7 I fFU E55Ip4, $,a OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT o y�Wq��4 PAUL R.HU ON,JR.R.C.E.58020 EXP.5/30/06 DATE INLAND EMPIRE REGION T � OF 7.IAL SOUTH OF POWER POLE 19319 CWT. - W� + ,fc 2900 ADAMS STREETy SUITE A-15 I TWO WORKING q ARIVERSIDE CA 925D4 1909)352-7200 Q J g DAYS BEFORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. " No.SIw20 }�� PLANNwG�ENcrNEEwNG/SUROEYwG/GDVEIM"T RUATIONS .. V/ go YOU IXc �� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTH STORM DRAIN LINE ELEV.1425.76 NAVD 5%HWY ELEV.1423.31 NGVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS I =o TOLL FREE 1-800-227-26M MARK DESCRIPTION BY APPR. DATE '^� CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1*-4 PREPARED PREPARED FOR: CENTEX HOMES NOTE' 7W VERTICAL DATUM FOR THE ROUTE 74 �f iris �+� W.O. FOR: F.B. FILE NO. z A PUBLIC SERMCE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH c��f � / 2280 WARDLI GIRDLE, SUITE 150 _ FRA.ECT IS 2.45 FEEr LONER THAN 7HE VERTICAL Q�( {r� 0919-25479 CENIFX HOMES UNDERGROUND SERMCE ALERT DATUM FOR THE TRACT MIPROUENENT PROJECT. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH /� CORONA, CA 92400-2896 KEN A. 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D � I / yi 1 110 yA� I 44 CONSTRUCT RIP-RAP PER DETAIL ON SHEET 35 ��i I GRAADIN P wNS Y OVERFLOW JI 1 I �.�� I �� I a—CONSTRUCT DRAINAGE INLET PER CALTRANS STD PLN.D72 11 206 / �. I 19S x, 1 I 47 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD.PLAN D89 ST.ST MOD � � ( 1 411011 =� I 43 1 ' �� \ Tii I �CONSTRUCT PIPE ANCHORS PER DETAIL 54 ON SHEET 34 W.14. . 211 s , I 1 I 9645 - � ` 9Q •• i E i -� o C f• a 1+ B 194 STORM DRAIN DATA TABLE o s �`••4k A.166+0.T.61 O 1/4 TON F 1 0,W6.52 43 I BEAMG/OELTA RADIUS UNGTH TANGENT s 1 r. I i6'W x 10' [� O 1 T.24''S,D. lUl 4 37 �«e°�' Zrs�. 8 I I Y I I 0 31'47'31' 120.00' 6.58' 34.17' p, PER EET D OF 7� I 4 > .a d ` '00 001 I �1'+ / + .14 Q N 1'38'50-W 3.4-r v�3 1 - I D C.P.. I © 29'34'46' 45.00' 3.23' 11.88' F •r '1 _ 4 c�rr � 1 �I x .L 208 Ln� i � � �- _ _ �° 0 S 44'02'51'E 9.14' O ti < - -- — �' I - a 209 210 193 g I = I QE N 6'30'28'E 37.04' o D 1 .� 207 0 N II x c, S 11I I N I I Y 192 nz '� i A T NARY Y I o f ens• LINE "A" LINE "B" LINE "C" 1 lei 0 20 40 80 120 160 l 1ri1$ K'z SCALE: 1' - 40' 1 N REVISIONS: — PREPARED BY: PREPARED BY: C1TY OF LAKE RNIOIE MG /l J¶�L�'d �¶�L\may\ 7��II� USC AND GS•BENCH MARK DISK IN CONCRETE j�/� HUNSAKER & ASSOCIATES99`l-d ll fl ll MONUMENT STAMPED D 307 1935,IS 38 FT WEST y (/� ,�N IRVINE, INC $firer �� V_�7 I pOFESSI OF CENTERUNE CAUFORNIA HIGHWAY 74.33 FT op �Y PAUL R.HUDI STON,A.R.C.E.W020 EXP.8/30/06 DATE INLAND EMPIRE REGION T � OF �c nSOUTH 2900 ADAMS STREET SUITE A-15 w DIAL TMp WORK OF POWER POLE 19319 CWT. S RIVERSIDE CA 92504 1909)352-72DO V{ BEFORE DAYS BEFORE HEIGHT OF LINT ABOVE STATION MARK 1 METER. 50020 } THESE PUNS HAVE BEEN RENEWED FOR COMPLIANCE WITH C/ENONEE"/SURVEWIO/G01E18YIFNT RELATXWS ■ ■ _ YOU DIG W>L ac �n9,a STORM DRAIN LINE A . 8 dL C ELEV.1425.76 NAVC BB,HWY ELEV.1423.31 NCVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS ' :E MARK DESCRIPTION BY N". DATE �. SCALE: 1'=40' PREPARED FOR: CENTEX HOMES TOLL EAFE 1-BDO-227-IB00 CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. NOTE THE YCR77CAL OATUM FLIP 7NE ROUTE 74 '? ICIE Td� 2280 WARA, CIRCLE, SUITE 150 W_0_ FOR: F.B. FILE NO. o _ A Pu9uc satvlGE By DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH Q'c.�� / Q��._...� 4 p�/!r CORONA, CA s2400C 96 0919-25479 CENTEX HOMES zi UNDERGROUND SERVICE ALERT PROJECT IS 2.45 FEET LONER THAN TIE b£R IICAL DATUM FOR THE TRACT4WPR06£MENT PRO.ICT CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH NEN A.sEUMALo an ENGINEER RCE 5891s DATE: JULY 2004 (gD9) 279-400D m MRSINIM M ME --------- W M-==== =====M=-=-M-=MM===== MMMMMMMM- ---- ------ ---== s = == ME ====WWFzEMM M=======------ ====== Ma===ffiffiffiffimme MMMMMM i= - ml ZZ ------- Ma --- — ---- -- ------ WISH RZ ==bag, ME S M2--==MM ===mmm= �E111111111111111 SEE M====== ==lllo HE------- ==M 00 �1�w sc ----------- measm j., F W M=M naw !7 ;- 'tlx- -------- - M=—=— =MM C MENEM M=M MM =—MM MEE----- BE=E= MEE- ---- ........ MEN= ME== ----------- Mm�" MMMCgL"4=1 MM=MM===-=� A! 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IN i I I 'I I I' I i o ME I .I I� I C3 - - - - - - C THE CON ETE OVER ON THE IN E OF REINFORCED CONCRE PI OVI PE - UST BE INCREASED-71)PRDE A MINIMUM OF 1-1/2-OVER THE REINFORCING WHEN THE DESIGN VELOpTIES,EXQEED 20 FEET PER SECOND. THE CONCRETE - ESIGN_STRENGTH IN THESE REACHES SHALL BE fc-5,000 PSI FOR VELOCITHES CEEDIN____-- -•--- -39 T PER SECOND. 1 2 1 2 3 PROFILE SCALES 1 2 1 2 HORIZ.: 1"= 40' VERT.: 1"= 4' STORM DRAIN NOTES ._ lH,y —___ .—— 31 INSTALL 18°R.C.P. (SEE PROFILE FOR D-LOAD) L - ly g^ u 5 32 INSTALL 24-R.C.P.(SEE PROFILE FOR D-LOAD) j \ $ 37 CONSTRUCT CONCRETE COLLAR PER R.C.F.D. do W.C.D. . 1 1 ,�. 139 $ 42 CONSTRUCT MANHOLE N0.4 PER R.C.F.C.h W.C.D.STD. i I ' 187 186 ro ` 138 + DWG MH 254 ' EXISTING , ze+4 43 CONSTRUCT CATCH BASIN NO.1 PER R.C.F.C.k W.C.D.STD. MH 8'PVC WATER �,"fr DWG.N0.CB 100 / _\ '85 \ C INTERSECTION o--CONSTRUCT RIP-RAP PER DETAIL 1 ON SHEET 35 1+76.42 LINE°H' - EX.STATE R/W __ _ n-- --., --a 42 _ a—CONSTRUCT DRAINAGE INLET PER CALTRANS STD PLN 072 TAIL ON SHEET 2 ^-_'--_-- (SEE DE ) — S -A X 10 _ ---- 47 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD.PLAN D89 I I 47 + CONSTRUCT INLET TYPE Y PER R.C.F.C.h W.C.D.STD.DWG.NO.CB 108 ` HX STATE R GN R.C.P. 31 -'--- J TRACT OL BOLNDA Y ff/ Je �'.32 Fn I 20� EGYN C. 1 C SURFACE OVER PIPE 3j6 j• CONSTRUCTION OF G SIDE FOR B � 2 ! �� ' 6 TRENCH V/SLOPING SIDE WALLS LAT°H32° - \ .l E D SST ST 2 __.-_ B'� TRENCH 1. 9, �• 1{ A O 7.0. _� _ lti I WIDTH I "Z N45'21 / r M.H(I 61TA f0 C EASEMENT o `/ U »1° I A=�-90170'00',B-1.50', 1 ° .. kn o-1.59',Di=1DD,D2=1.50 a 3'cLR. STORM DRAIN DATA TABLE f i� H 1+5424 TYPE'X° A F 2c EE R-IJ76.17,EL S-IJ76.16 -e 'i 3 CLR. BEARING/DELTA RADIUS LENGTH TANGENT -.+1 1/4 STA.2+09.97 3•CLR. A 77'53'36' 22.50' 30.59' 18.19' I - b'W X 1 88 46 7.0,V=4.21 3 M NHS Ln Iq SEE LEFT 12• 12. E -� N 49'J9.40'E 63.68' oo I H� I ~� : - » 17 257 a. WATER W 255 1-4• -I I— 4 BARS<TYP.) © 3B'36'20° 45.00' 30.32' 15.76' O_, _ �Tpp //w A p E OPT. CONST. JOINT LINE AND iRACTRBIMOUNDARY PLANS wER TR C�454�9 NOTEs 1 S 88'16'00'W 21.90' I ow I 1.SLOPE ANCHORS SHALL BE CONSTRUCTED AT 10'VERTICAL O 33'41'14 45.75' 28.90' 13.85 LINE $$H» 2'.CONCRETE SHALL BE CLASS 500-C-2500 CONCRETE. I x 0 20 40 80 120 160 ®SLOPE ANCHOR DETAIL I N.T.S. - Ri h / SCALE: 1'- 40' o e !! s>t REVISIONS: - PREPARED BY: PREPARED BY: LINE M HUNSAKER h ASSOCIATES ar,r OF`NM a 34 I MG (SEE SHEET 36) USC AND GS BENCH MARK DISK IN CONCRETE d IRVINE, INC gT �pppypyp1lT �� I g . Av I INLAND EMPIRE REGION MONUMENT STAMPED 0 307 1935,IS 38 FT WEST wOf ES$I � (,/&� OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ,°o�wnot�4 f PAUL R.HU STON, R.R.C.E.58020 EXP.e/30/06 DATE OF 2900 ADANS STREET SUITE A-15 1�T�.�� /��J I W s RIYERSIOE CA 92504 1909)352-7200 J/ SN DIAL TMp wonKWc SOUTH OF POWER POLE 19319 CWT. 'p 14ANNwG Rwc/sua VETWG(AYQDIMEKi RELA90N5 w w r w BEFORE oAYs aEFaRE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ND 68020 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH STORM DRAIN LINE D H & LATERALS SHEETS I io You ELEV.1425.76 NAVD 8I1,HWY ELEV.1423.31 NGVD 29 EIw•�� c' YOU DIG THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR - MARK DESCRIPTION BY APPR. DATE CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1°=40' PREPARED FOR: CENTEX HONES wo FOR: F.B. FILE No. o to Tau FREE 1-eoo-227-2eoo N01E 7NE VERTICAL DATUM FOR THE ROUTE 74 ^'f�.�`'�`fd'' 2280 WAROLOW CIRCLE, SUITE 150 z - -- --- 8 DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH c.�` .4�...G1!.�.�- ,// CORONA, CA 92880-2896 0919-25479 CENTEX HOMES A PUBLIC SERNCE BY PRO,ECT IS 245 FEET LONER THAN THE 4ERflCAL ! /7 of UNDERGROUND SERNCE ALERT DATUM FOR THE TRACT MIPROYEAI£NT PROECT. CHECKED BY. PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A.SEUMALO CITY ENGINEER ROE 55915 DAIS: DULY 2004 (909) 279-4000 z ME BE= F -- ----=MMM_========== MRS HE --- -- - ------- ------ ---- ----- ----- OEM M N _MM FEE me ---- ---- ------ ON .......................................... =M = BREHM ME ===MMMmg—p—p =M ----- -- HEM s=ffigog== I M= = MMEM M==M 0-7M _=M=Mw MM=M= ON MMMOMM==M=� mg M ---------- ===__== M =__ M ==-= MW MM===== ------ --- ------- MM--M ---- MEE= =MMM- ----- E:==M=MM= Ill ------ JAM. __a M=EM= M__MMMMSzM=_== —M== M=MM==== M =M M MEN M=— ME EMMMM— OEM BE M In ME =mw OEM ==1WMU====MM=MM ME =MMMMMM====M ===----- ======------- on - M�i ......... ---=r ------ EE=-- =M=EE===M=== -EMM== ------ JOE MAE ----- MWOMM pff-fem-== -- -------- ==MWIM =MM 19 ROME MEMO— ...... —, xseex=_a=c—==coxm:.= =MM=MMMM— MM==== =M=M=--- =bar =ME ==M=-= WwM=- 'M = M 6 --- ==M—MM- --MM==M ME MWERE ----�= --- — — _-2-AmAk Migz -J7, MoZ.-�====,====� as --- Minim S Mil -MM MMMMM MW k MMMMM=MMMMT _, M-M M R MODERN= W_ ME -------- =0=00MM =ER ----=-MMM= _M =M=== ------ gt-, =E=====M_ ======= --- ---------- M INNER M-MMMEWMEPHIMM =RENEE =_M-_-_=== ------- MMMMMW w ------- ---- NEE ME S� 1W.-_F;_- ZIA 4= M.E.x#0111111111111ii -- ------ .17 r-:,=T-FT.�...... ...... Ma-MEM MUMMER .012a "MM&M=- iffzi ---- - . _ . - ==M -----ME 1'r..Nr====M== ME. 4=7-1- 1"isHeir-1:F---- MMMM======1MMM_=Mm7iQq.WEE MOM ----- ------ MEMME-Wk M=_MMMM_=MM_ ----- BE go j) WINE EMESEEME ---- ----- pow mom ------ ........ ....... ...... r;I s j 010.Ih MERNMERM M===M== ------ IW4-AVA ----------=W_== M MAN ME ----- ----- ono=� W'� g _MCn e ii 1 I I I i I � - c I i _ I i • I i � i 2 2 2 PROFILE SCALES 2 2 HORIZ.: 1"= 40' NO.4 BARS i VERT.: 1 4 20 or 2w 4' MIN. D orJ GROUTED + WER eIANKEr RP—RAP = F RIPRAP UPPER LAYER ONLY MINIMUM • E E THICKNESS t - m M LOWER CONCRETE 4 'cv FABRIC LAYER I /! + m rl VELOCITY ROCK t$ =u Ft/Sea CLASS (T) FILTER FABRIC DYER pENEfRATION �; yi t"?•"c. SANp g C +m 6-14 1/4 TON 2.7' MIRAFI 700% 14• s YH/4 DATA 14-16 1/2 T0N 3.4' OR EQUIVALENT �D "r FABRIC LAYER 16-18 1 TON 4.3' AS PER NOTES 23' io R FI 70OMIxX T•4 A=t=6TT9'Yr,B=1.5,C=SGO' 16-2D 2 TON 5.4' SELOw 29 EL 5=1426.14,EL R=1426.J6 FILTER FABRIC: BILL.CLASS 420-C-ZOW CONCRETE L— — e D1-2.0;D2�0' FILTER FABRIC: 0OX: EQUIVALENT (F SHOWN ON DNS) _ / Wff ER BLANKET MATERIAL SHALL BE 17 THICK t WELL GRADED SOTIONi •7, E LIMITS SPECIFIED BELOW: 14 i',r4 A � SZENn �""��(R+' t 4 Weight)x -. 6 75-100 100 o - d - I I 4 40-60 CONCRETE PIPE D or W 0 6 y __ ____ _______' `,$.\ `.� JIB 0-10 CONCRETE CHANNEL I :. E all t? �65V000 E7.2W; ry P+ 5 ROCK y, YHJ4 DATA d S 2 TON 1 TON 1/2 TON 1/4 TON b C-4.26',Dl-"',D2>dW' II 2 0= A=#=49'18'00•,B=1.50; wry' 8� YN DATA S W$ - SAES• Q - z i EL R=1402.60,EL S=14122.21 : + x 0 4 TON 0-5 6'WIDE SLO7 o C=4.9J',01=J.W',01=J.W' ry A==64'J6'W;B=1.5;C=J:66' k�o E" EL R=1412.60,EL S=1412.44 ♦1 \y. EL S=1425.62,EL R=142S76 0 JS.(2 DATA 2 TON 50-100 0-5 p g ryx?� Di 2.0,02�10' h A-�=45V0'W•B-1.50',C=4.71,D=2.W' 1 TON 95-100 50-100 0-5 MANHOLE DETAIL + m Ed.15',F 0.68',C=0.69,l=J.J)' 1/2 TON 50-1 W o-5 II6- SEE :::.'j��•�!/� =mCx' +2 EL R=1432.17,EL S=14J1.9J 1/4 TON 95-100 50-100 �_ ••-. `V/ 1 0 - SHEET 27 MANHOLE DETAIL 200 LB r StiLLE 1•-4' SEE SHEET 18 75 LB 3(MIN) n scue 1'=4 MANHOLE DETAIL AMEN N STRUCTURE DETAIL -ROCK SHILL BE ETHER OLIRrr STONE OR BROKEN 2D or 2W JD w JW(6'MIN.) N SEE SHEET 28 SEE SHEET 28 CONCRETE•COBBLES ARE NOT ACCEPTABLE. o SCALE 1'-4' SCALE*1•-4' D t J n SECTX)N E- E RIP—RAP ENERGY DISSIPATOR DETAIL I MCA - ERT N.T.SREVISIONS: - PREPARED BY: PREPARED BY: aff OF LAIC ft �USC AND GS BENCH MARK DISK IN CONCRETE / HUNSAKER R ASSOCIATES MONUMENT STAMPED 0 307 1935,IS 38 FT WEST !�/ Ark IRVINE, INC S�T �� PLM 35 � I OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT eovcssi ,' w °"4 PAUL R.HU TON,UR.R.C.E.58020 EXP.6/30/08 DATE INLAND EMPIRE REGION TRACT NM Z"� of i r f 2900 E CA STREET SUITE A-15 �� SOUTH OF POKER POLE 19J19 CWT. W J. � RIVERSIDE cA 92504 190Y)352-7200 �+u BEDFORE TWO BEFORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. a No.58020 } RANNWG/EN(A%MINC/&K*YNC/GDYSDNIENT REIAAOKS _ ory YOU DIG YOU DIG AVE THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH STORK DRAIN DETAILS dE LATERALS �o ELEV. 1425.76 NAVD 6B,HWY ELEV. 1423.31 NGVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS =0 TOLL FREE 1-BOD-227-2600 MARK DESCRIPTION BY APPR. DATE CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1•-40' PREPAIIED FOR: CENTEX HOMES NOTE THE WR77CAL DATUM FOR THE RCU TE 74 �'rf Zvi dF+' W.O. FOR: F.B. 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CE1110&PER DETAIL HEREON 4, O O _ 4� O 1,DIAMETER WATER QLALITY ETER 1k / RISER INLET H 4• 000 WATER OUCITY OUTLET NOTES RISER INLET 4 000 OUTLET HOLES 't / \, / �W NUMBER OF O O O IW MOLES O O O P.V.C.OR STEEL I HOLES P.V.C.04 STEEL PER PLAN RISER PER PUN `G� / , '•,, ORFlCE INLETS PER PLAN O O O RISER PER PLAN ORFlCE INLETS p / o F- -1 F -i I R I�17EW TOP NEIY THE OULfr PIPE fiC BEEN SIZED To cavn?a e, / �,�. 5�. f��. •il THE OULU PIPE IMS BEEN yip ID CONTROL OY£RFLOW INTO THE CONCRETE RISER. 7+9J.98 UT•1-4- 1/ OVERFLOW bMD RETE RISLR. RISER I O AY SLOT �� g WT. 1+00.00 LAT I- . '�A A I " w (N) sLor arttET(1-2) WE1P(H) SLOT WLET(I-2) TON WEAP ALLRT ORFlCE INLETS ORFAF II.E1S L X H WEIR MllE! ORFlCE INLETS W7CEIW.E75 L X H [n i 44 4 �+€I ORIFICE PER PLANK INLET PER PLAN ORIFICE PER PLAN RISER INLET PER PLAN C V Z E 6'X12� a"15 J.S./2 LATA BOT.ELEV. RISER INLET L BOT.ELEV. RISER INLET (�1�E� L A C R, A �� a A=#d5T70'Od,B=I.50',C-4.71,0=2.00' H FRi91 CAOlMA7 CRIYfl N FINISH GROUND 1.5-T o D 'x^,. E=1I5',F-0.77,G-0.69,L-J.JI' PER PLAN I.Y-Y WALL THICKNESS PER PLAN MALL THICKNESS z fir'; j�,a1a LL R=1459.15,EL S=1459.27 _ 4i .EC (U (ULi w — —NO R.C.P. AM TURE DETAIL — — B- UNDERLINE GRAYEL PLPE OU/LET UNDERLINE GRIYEL PIPE OUILE7 O 29 'f N17N FILTER FABRIC " WIIFI FILTER FABRIC g SCUP I•=4 (MELUINA(FN!) 11 57�LlS4TSARC UPS f ) 1S HYDROSTATICUFUT I (MIRAFl 700X a4 F �~ LINE "M" I STORM DRAIN DATA TABLE FRONT SIDE FRONT 17EW SIDE E3 0 20 40 BO 120 160 BEARING/DELTA RADIUS LENGTH TANGENT scALE: 1'=40' QA N 79-43'29• W 36.44' WATER QUALITY RISER INLET WATER QUALITY RISER INLET + 1 49 MODIFIED C8110 50 OILTRANS D669(OPEN TOP) NIS A IS (W fIlAINED BY HOA,UNLESS OTHERWISE STATED) (M4NTAINED BY HOA,UNLESS OTHERWISE STATED) MG ENSIGNS: — PREPARED BY: PREPARm B CRY OF LMQ�MIOIEERT USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER do ASSOCIATES gg MONUMENT STAMPED D 307 1935, IS JB FT WEST �Egs� �L../I� if/>r IRVINE, INC sir ��r P� 3_6 I OF CENTERLINE CALJFORNIA HIGHWAY 74,33 FT p�� 4 PAUL R.HUDDkfSTON. R.R.C.E.W020 EXP.8/JO/06 DATE INLAND EMPIRE REGION OF ;8E AL TMp WORXNG SOUTH OF POWER POLE 19319 CWT. :a r zsoo ADANS sTREETI SUITE -72 �T�.�� y RIVERSIDE CA 8250{ 90B)352-7200 ORE �� HEIGHT OF LIGHT ABOVE STATION MARK 1 METER F ,�� m PUNNING/TNGWEERING/SOR�EIING/CArERNMENT RELATIONS w w 3 DIG WJu DX ra.27sAw i THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH STORM DRAIN LINE M LATERALS & DETAILS ELEV.1425.76 NAVD 08,HWY ELEV. 1423.31 NGVD 29 " THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS Y`�" LOLL FREE 1-/00-227-2E00 MARK DESCRIP110N BY APPR. DATE a SCALE: 1•�40' PREPARED FOR: p � CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. CENTER HOMES $� NONE. 771E VERTICAL DATUM FOR THE ROUTE 74 W.O. FOR: F.B. 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' I •L• A-f-41u'12;e-f.s:C- A2' ��y,� \ 86 1 4 N 32 1-71.34 01 p�a S-1441M �l. STrnATR �� i CA �Q°�JC�G , P-1455.E � '�4 A END R.C.P V 4 S ARKWAY CULVERT i 4 a% p : (�O \ PER ST. IMPROVEMENTS - I SL 78.9E a 43 1� / 14 0, SHEET F �7. V= 23 1' 2 12'A. I. H, E.-1 / LOT 255 f` '�' j ,I }• ,�a,�0 -✓ I ---� ��W'Or , ' � � .1_ _... �:.= 4 j1+00..C.P y4•{• / G BRCP � � 'r � � R0'Q.� � P 371+10.00 -•I B 9.34 /B�R ORBITED RISER W/72 t' ,/� 1'£D k i ——— 1 ' � )-2 � /" / REMO Up�E ` � ---' r L' i� 384.20-1386.60 / pR�S,,�A�/N�UASnST. SS Tp BE- I D �''1 V PER TRANSITION •-//'! �" ,I I 1 - I G 'L 'H'Z BO' EL-1591.50 ,,' / - -" 0/�-�SppUC�a rO a U'� ' E 1 0 I PER ROUGH GRADING PLANS _ ARE {/) 43 Q C � T. A.24+26.53 C ��CCC G = P I 85 \ OP 5 7 OF H S + 0,V-5.29 ; is�T D' T pLA11 T.'L-1 � -1' � m A EX. CAL-TRANS LINE 52 P-1455.6 - PE4 pR�M 1 ,f 164.13' 1N I I I N cai n cai n !f ff `. / S> V 2 (CONSTRUCT WATER QUALITY/DETENTION INLET ONLY) 1/4 TON RIP�tAP s LINE E N o LI N E 51�5 �S T•f"� ''� N TO BE MAINTAINED BY CAL-TRANS 15'V%15'LX2.7 r g Z I a 11k �� P o W cv PROPOSED PAYING BASE PER ""''�� Ik 4«- ��# ! w m W' SHEET 17!COUNTY IMPROVEMENT e�' I M.H/4 D4TA �/ 52 30 INSTALL 12'H.D.P.E.PIPE .�-• 47 �- A -4T00'00';8-1.5;C-5.5/' I, o � STORM DRAIN DATA TABLE EL R-144141,&S-144133 99 ff BEARINC/DELTA RADWS LENGTH TANGENT COMPACTED BAq(FlLL _ 1_ @* 32 INSTALL 24-R.C.P.(CLASS IV) Of-J.O;02=,EO' o LINE O MATERIAL PER SOILS 33 INSTALL 30'R.C.P.(SEE PROFILE FOR D-LOAD) QA N7113'51'E 71.34' RECOMMENDATION QB N7113'51'E 27.20' 12 12 12 MAN. CONSTRUCT X 37o--CONSTRUCT C�ATCHETE BASINNORIPER PERRR.C.F.C.kWW.GDSS DWG.N0.M 803. MSEE SHE DETAIL •,� © S 76'06'44'W 108.11' DWG.NO.CB 100 SEE SHEET 32 b o QD N47'41'41'W 33.13' CONCRETE E IN P PER SC4E• I'-4' R.C.P. NOTE ABOVE IN PROFILE WELL GRADED SAND 44 CONSTRUCT RIP-RAP PER DETAIL ON SHEET 35 d * 47 N4T41'41•W 3313' SHAPE BEDDING TO T CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD.PLAN D89 20 40 80 120 160 5o QE Fl t'., " �51 � At CURVATURE AND GRADE 50 CONSTRUCT HEADWALL WINGWALLS PER CAL-TRANS STD.PLAN D86B 6:PER DETAIL ON SHEET 36 � Q 4953'46' 22.50' 19.59. ' 10.4T OF PIPE CONCRETE SLURRY TRENCH DETAIL�i QSCALE. 1' ,a' G N58'52'23'W 42.55' N.T.S. 52 CONSTRUCT INLET TYPE'%'PER R.C.F.C.k W.C.D.STD.DWG.N0.CB 108 FOR COVER LESS THAN 2 FEE 53 CONSTRUCT TRANSTIT10N STRUCTURE/3 PER R.C.F.D.&W.C.D.STD.DWG. TS 303BENCHMARK 0 1 IL - PREPARED BY: PREPARED BY CRY OF LAIa LNG �� USC AND GS•BENCH MARK DISK IN CONCRETE HUNSAKER & ASSOCIATES MG �Ld MONUMENT STAMPED 0 307 1935,IS 3B FT WEST •�E551 (✓ i� IRVINE, INC � T �� G OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT A��yuoa�?4 f PAUL R.HU ESTON, R.R.C.E.68020 EXP.a/JO/OE DATE ® INLAND M STREET SUITE AO5 �L4» OF DIAL TMO wDRNWc SOUTH OF POWER POLE 19319 CWT. W�. g. MYERSIDE CA 025D4 Isos)352-7200 37 N BEFORE DAYS eEroRE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. No.5e020 *m PLANNING/ENtyNEERwc/SI1R1fY1NG/coM:'RNMEIIT RELATIONS "I", w w w • w • w _ YOU DIG You ac THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH STORM DRAIN LINE L N 0 dE 52 1 Revise Starts Drain Line L 3 Laterd Slurry Trench Dotal PRH SHEETS :E ELEV.1425.76 NAVD 58,HWY ELEV.1423.31 NGVD 29 MARK DESCRIPTION BY APPR. DATE r ero� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/ r �5 Tau FREE 1-e00-227-2600 SCALE: t'-40' PREPARED FOR CENTEX HOMES (: NOTE' TN£►ERIICAL OARAV FOR IHE ROUTE 74 +�f Iyi d' CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. A Pueuc sERMLr BY PROJECT lS 1.45 FEET LONER THAN THE H:RACAL DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH °''CAO 2280 WAR DLOW CIRCLE,SUITE 150 W.O. FOR E.Y. ERE.Na. o y UNDERGROUND SERMCE ALERT � ��' DATE: DULY 2004 CORONA, CA 924000289E 0919-25479 CENTEX HOMES z� C DATUM FOR DE TRACT&PWWWNT PROECI.. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH EN A.SEUMALO CITY ENGINEER RCE 58915 909 279-4000 z m \ I 2 1 V2 1 2 PROFILE SCALES 1 2 1 1 2 0 ' HORIZ.: 1'- 40'E)L 2 :� IAVIM , VERT.: 1'- 4' �8 W D TRACT ft,10 ,`�r.��•5.0 PRsa as / SST.3074 RdP* 1+10.00 RAIN/A1NS NWT .00Lt7 + 0 37 - As j 87 R cou Ark i i h �� P-1454. ! ��----- - a aR //� �Lx14 arr11z e-1s:czar EN' I h P 86 ,y 1+7t.34 awe-4�ux4i,a$44at u C IVt%'1F `R ~ P-1455.6 \ aA END R.C.P DISrO Q2tit0 D TRACT ND cse' V V �59`' � �` I .•• PARKWAY CULVERT i ----'" `^ I ST.STA-24M7&% SHEET114MPROVEIAENTS ' B F W-7.0, 23 C. 43 r -„ 1a'r'1c 1rGx / LOT 255 IT.E-1386. 09.34 ORF r � -12i0 Tm RISER w/72�4' . 6ED 01-1384.2G-1388.80 /' pp�MVL/�Fm' T,S rb pE. ' _ 1 V O RI TRAHN TRANSITION G ,S ../ �.•..� r.. L i I rL, I t, �' r'otD � ,c71APf n C� , I �' l•_5 � z rH t�Bor.a-13ot so �. / ".� >�v < E i zII �,�,�p I Wt ' �(15T.�D T P� EX. CAL—TRANS LINE 52 1. x ct P-14s5.6 ' I ® { �I ►/ •F. z e<. _.— 74 (CONSTRUCT WATER QUALITY/DETENTION INLET ONLY) 1/4 TDII RW�tAPs¢ �� LINE N ) o LI N E L �51 ap v�1• E 1svxLs Luz.rT = +o} dl �� +cA cA +� 8 r1 '* TO BE MAINTAINED BY CAL-TRANS 8� ± +J` PROPOSED OANNG'd BASE PER ��ff ' 14N�' �� w ^z SHEET 17 k COUNTY IMPROVEMENT r•' MJL/4 IN s 47 STORM DRAIN DATA TABLE ®-INSTALL 12'24-H.D.P.E PIPE EL R-1441oo,,5-IX,14r 32 INSTALL 24'R.C.P. (CLASS IV) LINE !!O!! BEARING/bELTA RADIUS LENGTH TANGENT COMPACTED PER - A_ I- 7 33 INSTALL 30'R.C.P.(SEE PROFILE FOR D-LOAD) �' MATERIAL PER SOILS Q N71'13'51'E 71.34' RECOMMENDATION 4"M!. 37 CONSTRUCT CONCRETE COLLAR PER R.C.F.C.k W.C.D.STD.DWG.NO M 503. mauuaar�ea.iQr QB N7113'51'E 27.20' 12 12 �SLURRY PER - 43 CONSTRUCT CATCH BASIN N0.1 PER R.C.F.C.g W.0 D STD. 1 1 I $ © S 76'06'44'W 108.11' CONCRENOTE ABOVE IN PROFILE DWG.N0. CB 100 r� 5 �3 �` R.C.P. ' QD N47'41'41'W 33.13' VAIL GRADED SAND 44 CONSTRUCT RIP-RAP PER DETAIL ON SHEET 35 <B i 47 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD. PLAN 989 �� EQ N47'41'41'W 33.13' SHAPE BEDDING TO FIT ':: 9 �"r 8 0 0 40 80 120 160 QF 4953'46' 22.50' 19.59, 10.47' CURVATURE %AT RE AND GRADE Q (—CONSTRUCT HEADWALL h WINGWALLS PER CAL-TRANS STD.PLAN D86B k PER DETAIL_ON SHEET 98` © N5852'23'w 42.55' CONCRETE SLURRY TRENCH DETAIL 1 5z CONSTRUCT INLET TYPE'X'PER R.C.F.C.k W.C.D. STD.DWG.'NO.'E 108 F SCALE: 1'- 40' N.T.S. 53 CONSTRUCT TRANSTITION STRUCTURE f3 PER R.C.F.D. h W.C.D.STD.DWG.TS 303 FOR COVER LESS THAN 2 FEE ¶� REVISIONS: - PREPARED Br. PREPARED BY HUNSAIIR ASSOCIATES aff OF L41M dsN�o�e 37A III /I/I MUscONUMENT AND GS BENCH MARK DISK IN CONCRETE 2 f 0 IRVINE, INC $�� r �� $ 11.1 MONUMENT STAMPED D 307 1935,IS 38 FT WEST arsas, �^ OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT o�� V PAUL R.HUN TON, .C.E.BBO20 EXP.6/30/05 DATE INLAND EMPIRE REGION T T � OF ��, •. P , 29W ADAMS STREET,SUITE A-15 /�� fv DIAL TWO waRKNG SOUTH OF POWER POLE 19319 CWT. :3- "4 S, RlwtsDE cA uzsoa (soo)Ss2-72W _V( BEFORE DAY$BEFORE HEIGHT OF LIGHT ABOVE STATION MARK 7 METER. o a<ND.58020 * SHAVE BEEN RENEWED FOR COMPLIANCE WITH PLAN•NG/DIONEFlWG/SlIR1EY11G/G01Oi1rIFNT REUTXlNS • • • • • • w ■ cti YOU DIG YOU DIG 1 ReMse Storm Drain Line L&Lateral SlurryTrench Dotal PRH s Toe �. v.e/ m . STORM DRAIN LINE L N 0 52 SHEETS �o ELEV.1425.78 NAVD 88,HWY ELEV.1423.31 NGVO 29 ^ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/DR SCALE: 1'-40' PREPARED FOR: CENTEX HOMES ` zR TOLL FREE 1-BW-227-2eW MARK DESCRIPTION BY AP R. DATE CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 25 NOTE.' 7ME WRIWA DANM FOR THE ROUIE 74 �f d�'' W.O. FOR: F.B. FIE NO. p A PUBLIC.1FRWE W DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH aAL�i 228C BONA, W CIRCLE,SUITE 750 z DA7W T IS W FEET LONER THAN P 61ECT AL DATE: DULY 2004 CORONA, CA -400-2BG8 D919-25479 CENTEX HOMES zi ` ��ALERT DATUM FqR liE TRACT MA'RDVEIENT PROJECT. 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