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947 UU - TR30422-2 11/26/2007 The Lakes Storm Drain Plans Holland Rd & Southshore Dr GENERAL NOTES: IN THE COUNTY OF RIVERSIDE PRIVATE ENGINEER'S NOTE TO CONTRACTOR 1 . THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE MEMORANDUM OF UNDERSTANDING STANDARD SPECIFICATIONS DATED PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DRAWINGS DATED APRIL 2004. SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 2. IF AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CONTROL, THEN CONTACT ED LOTZ AT 909-955-1266. AFTER THE PERMIT IS ISSUED CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION THE DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 3. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE THE LAKES9 NOTED. PHASE 2 WITH SAID REGULATIONS AND ORDERS. 4. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE-CENTERLINE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND INTERSECTION STATION. COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE 5. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT TRACT NOu 30422 - 2 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 1-800-227-2600. ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY 6. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON U.S.C. & CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND G. S. DATUM. THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 7. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. L A X r I OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 8. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 9. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED LINE J LAGUNA RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. WITH 6" OF CLASS "B" CONCRETE. LIN E A VISTA TRES LAGOS THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND Q100=11.86 CFS 10. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION 0100=31.36 CFS 010-7.23 CFS UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY STRUCTURE NO. 4 (JS 229 ) UNLESS OTHERWISE NOTED. Q1O=19.30CFS LINE D DRIVE DRIVE A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER 11 . BEDDING PIPE WITH LESS THAN TWO FEET OF COVER SHALL CONFORM TO LOS 0100-32.30CFS Q10=19.84CFS LINE H (PUBLIC) ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD DRAWINGS 3 (PVT) (SEE TR 30422-1 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT 2-D213.3 AND 2-D177 FOR CONCRETE BACKF I LL IN TRENCHES. ALL OTHER PIPE 4 (SEE TR 30422-1) Q100=11.18 CFS AND TR 30422-3) SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND I RR I GA SHALL CONFORM TO RCFC & WCD STD. DWG. M815. LINE B 1 Q10=6.94 CFS T ION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 12. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT TR30422-2 0100=31.16CF TR30422-2 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. SWALE L BOUNDARY Q1o=19.03CFS 13 BOUNDARY DAMAGE OR PROTECTION TO THESE LINES. 13. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING 4100=8.88CFS I NE C 1 2 3 IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION 5 6 7 ( IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, Q10=3.90 CFS Q100=38.47 CFS 4 5 � rJ � � AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. 359 360 Q10-23.82 CFS 6 8 L A X � � THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING (SEE ROUGH GRADING Qr 361 - 9 J 1 14. THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE FOR TR 30422-2, BGR 060047) 10, 362 0 r 10 ANY WORK BY CALLING THE ENGINEER OF WORK AT (619 ) 291-0707 MUST BE INCREASED TO PROVIDE A MINIMUM OF 11/ " OVER THE REINFORCING `4. ,CF y �� 11 AND THE COUNTY INSPECTOR. 358 � S 363 '��. 23... Q e WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PE SECOND. THE CONCRETE CFS 364 365 v' �c`� :32cFFs LINE I PROJECT BOUNDARY few 22 21 20 s UNDERGROUND STRUCTURES DESIGN STRENGTH IN THESE REACHES SHALL BE FC=5,000 PSI FOR VELOCITIES 4r Q100' 366 c� o Qr "' 12 0100=25.22 CFS 35? �a So Qrp$3 r S 73 � 19 EXCEEDING 20 FEET PER SECOND AND FCC,000 PSI FOR VELQC I TES EXCEEDING rps 4 CF r 18 rp�� Q10=15.22 CFS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR 30 FEET PER SECOND. " 2. W CFS CFS 367 368 a u �O 24 t u 17 �? �� OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH 229 a 28 16 C �� 30 CFS 369 370 371 372 n T go 25 26 27 L'�`' 13 THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE 15. A SOILS INVESTIGATION TITLED GEOTECHNICAL REPORT OF ROUGH GRADING, 14 TRACT 30422-1 " (PROJECT N0. I03241-30), 356 228 QrOO,e $o; O 29 'cS PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO DATED OCT 13 2005 (LOTS 127-171 ) 2 31 227 Qr0$42�CFS 00 15 14 ASSUME LIABILITY AND TO HOLD N OCT 25, 2005 (LOTS 1-126 ) AND FEB 24, 2006 (LOTS 172-342 ) BY LGC INLAND INC. 355 226 CFS 30 D UNDERSIGNED HARMLESS FOR ANY DAMAGES SHALL BE INCLUDED AS PART OF THESE PLANS. ALL WORK SHALL CONFORM TO : 33 234 225 4100=9.42CFS 43 44 ) RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES 2 32 235 224 Q10=5.80 CF n' 31 cn r J - NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS RECOMMENDATIONS AS OUTLINED IN SAID REPORT. 36 223 222 221 5215 � 94 �y r t� \� 354 qr 37 38 220 219 218 217 216 32 42c�V,;: y45 ` � EXAMINED; OR LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON u�.u2 Qr�'rr•24 214 �� 193 �� \l� f� J J \� RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE CONSTRUCTION NOTES SUMMARY OF QUANTITIES QTY S UNIT : 353 �v c�� ;; Q�CFSFS 239 240 241 242 243 192 33 41 �T; �046 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN - LF �r cV 276 244 245 24 213 AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE O1 CONSTRUCT 36 RCP, D 1500............................... ...............................................3302 t r� g o 40 $o n THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES " 2280 LF 352 u N Ir II m 275 274 Q1Op 5 247 212 p 196 190 3 35 �� go 47 OR STRUCTURES CONCERNED BEFORE STARTING WORK. 20 CONSTRUCT 30 RCP. D-1500- ------------------------------------------------------ : $ $ Q1 _ 0 3 CONSTRUCT 24"RCP CLASS IV 1072 LF -r r 1 351 OC3 Q� 273 272 273ISS N �w 62 211 197 189 1 36 37 39 48 NOTIFICATION ....................................- --- - ---------------.. J t� � J J 2 7 7 2 7 v v ti 2 4 8 18 8 8 5 38 { " 350 m 27 280 °� °�°,� cV 261 260 259 198 49 1 . THE CONTRACTOR SHALL NOTIFY COUNTY OF RIVERSIDE TRANSPORTATION DEPT, 1�4 CONSTRUCT 18 RCP, CLASS IV......................................................- --- ---------_ 920 LF �� 249 210 18 (909) 787-2031 , AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION. f U. ` LLN 281 380 N II ^� 187 186 183 50 (SEE TR 30422-3) 50 CONSTRUCT MANHOLE N0. 1 PER RIVERSIDE COUNTY 349 �� (co u n 263 199 :> FLOOD CONTROL STD. MH251 17 EA f r� 80 258 250 209 182 AND USES cv pp.. O 200 3M 181 179 51 UNAUTHORIZED CHANGES A © CONSTRUCT MANHOLE NO. 4 PER RIVERSIDE COUNTY t 348 8c °D' 297 296 264 257 251 208 169 180 CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FLOOD CONTROL STD. MH254_._..._...................................................... ._.....-. ___.__ 14 EA $0 295 201 168 70 171 178 52 FOR. OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. 6 CONSTRUCT MODIFIED MANHOLE N0. 4 PER RIVERSIDE 347 oa r'' w265 256 ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY pQ298 282 283 c" ULL 252 207 172 THE PREPARER OF THESE PLANS. COUNTY FLOOD CONTROL STD. MH254................................................ . ......... 1 EA ' 294 V 202 17 3 174 177 5 3 CALIFORNIA COUNCIL OFC I V I L ENGINEERS �� 266 206 167 LINE F O CONSTRUCT JUNCTION STRUCTURE N0. 2 PER RIVERSIDE 346 299 175 - AND LAND SURVEYORS 0100 38.74 CFS 255 253 176 .: 54 __ 7 COUNTY FLOOD CONTROL STD. JS227............................................................... 4 EA ' 264 "' ° N ° 254 203 WORK TO BE DONE Q10 23 50 CFS 345 300 293 go ; go 267 205 ® CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING 7 EA � 285 ,.:, OCJ ; O 204 166 65 64 55 STD. 300, W=7:...... . .... ........................................................._....._..... t 344 301 292 163 162 8 9 TO THESE PLANS, THE CURRENT RIVERSIDE COUNTY FLOOD CONTROL STANDARDS 9Q CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY 7 EA t 379 317 111 112 113 114 115 116 117 18 119 20 146 147 148 149 150 151 161 159 56 AND SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS 1 " ii 60 STD. 300, W-10.. 343 302 291 286 Qrpo,e 2 15 57INE G FOR PUBLIC WORK CONSTRUCTION ( GREENBOOK ). 10 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY 316 a 97CF 158 0 = 13 EA t y y` .yaCFSS 154 Q,00=18.17 CFS LEGAL DESCRIPTION STD. 300, W 14 -------------------------....................................... ---- -- ------. ...---- 3 4 2 303 2 9 0 2 8 7 w 10 _ " <..;:. 157 581 �0=9.81 CFS 0 11 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY + 315 vy, vLL 100-9.75 CFS 155 5 WEST ONE-HALF OF THE WEST ONE-HALF OF THE NORTHEAST QUARTER OF SECTION 1. V log 10 8 121 10=5.92 CFS Qr�-15 STD. 300 W=21:.......................-.................................... ..........................-.......................... 10 EA 34 1$ ` r 144 143 Qrp-9 �CF 156 Q100=8.11CFS TOWNSHIP 6, SOUTH RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE t 304 3 289 288 314 T�, ^ 145 : 137 136 135 134 7 SjCFS S Q10-4.98CFS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 12 CONSTRUCT LOCAL DEP. PER COUNTY STD. 311, CASE B..... ......... 14 EA 340 305 313 u ^ $0 321 107 122 86 - t 3 12 CONSTRUCT MODIFIED LOCAL DEP. PER COUNTY 3 EA g� �� 1 142 138 133 88 85 � Qoo 10 SURVEYOR'S NOTE aQ< 322 06 123 63 56 CFS H S THE NORTH E OF THE NE I/4 STD. 311. CASE B 339 06 124 139 132 89 �V 62 61 Q10=8.37 FS _ NE E OF SEC. 1 13 CONSTRUCT LOCAL DEP. PER COUNTY STD. 311. CASE C................. 19 EA 307 312 125 141 84 �oa�64 60 388 Q100=72.41 CFS PER PM S 21838 8146//1-26, E N89 28 44"W I LINE 338 08 ( 323 105 140 131 i� Q10=N/A 13 CONSTRUCT MODIFIED LOCAL DEP. PER COUNTY 1 EA `p" 309 310 126 90 83 80 69 70 MAINTENANCE RESPONSIBILITY STD. 311. CASE C............................................................................................................... 3 3 7 311 3 2 4 104 103 12 7 " O O 71 STORM DRAIN SYSTEMS LOCATED IN TRES LAGOS DRIVE LAGUNA VISTA DRIVE AND ROCKPORT 14 HEADWALL PER CALTRANS STD. D-89, CONC. APRON PROJECT BOUNDARY 336 102 391 91 82 65 66 67 68 10 11 12 ROAD WILL BE MAINTAINED BY RCTD AS SHOWN IN THE STORM DRAIN PLANS. PER RCFC STD. CH-333 . SEE SHEET 2 FOR DETAIL. ................... 8 EA 335 ': 325 128 ALL STORM DRAIN SYSTEMS LOCATED IN PRIVATE STREETS OR OPEN SPACE LOTS WILL BE 15 HEADWALL PER CALTRANS STD. 0-89, 9x10'x0.5' RIP 334 101 129 92 81 72 MAINTAINED BY THE LAKES COMMUNITY ASSOCIATION AS SHOWN IN THE STORM DRAIN PLANS. RAP PAD, ROCK CLASS NO. 3, BACKING W/ FILTER 333 326 100 130 75 74 73 BLANKET: MIRAFI 140 N OR EQUIVALENT...................................................... 1 EA 332 80 79 78 77 76 Q100=2 04 CFS DEVELOPER/OWNER ENGINEER 16 MODIFIED CONCRETE DROP INLET PER RCFC STD. 327 99 93 10=1,27 CFS CENTEX HOMES RICK ENGINEERING COMPANY DWG NO. CB 110---------------------------------------------------------------- -------------------------------- 1 EA 331 98 94 °° 1265 CORONA POINTE COURT SAN DIEGO, CA 92110 17 CONSTRUCT CATCH BASIN WITH MODIFIED REAR OPENING 32g CORONA. CA 92879 PHONE: (619) 291-0707 PER APWA STD 314, CASE 1--------- -.............................................................. ----- 7 EA 18 CONSTRUCT WATER TIGHT MANHOLE FRAME & COVER 330 329 97 96 95 V SAXONY DR "'Q16 1 25 CFS FAX: (619) 291-4165 PER RIVERSIDE COUNTY FLOOD CONTROL STD. MH256_..... 1 EA c '�°` (PRIVATE) LL� U� 19 INSTALL 12-PVC------------------------------------- -- --------- -------------................................... 10 LF LINE EZ 11 "� VICINITY MAP ®0 REMOVE EXISTING 36"RCP STORM DRAIN------ ------------ --------------- 48 LF �0 Q100=20.74 CFS g c' Q10=13.14 CFS BASIN O 21 REMOVE EXISTING HEADWALL------------------------------------------------------------------ 1 EA Q100=31.86CFS v� rT� 3 12 29 � Q10-19.73 CFS © SALVAGE & RELOCATE EXISTING 3 RISER (BY OTHERS) 2 EA _ INSTALL DRAINAGE INSERT: FOSSIL FILTER r FR `� 0 J 0 J PROJECT BOUNDARY © FUTURE SCHOOL SITE PER RIVERSIDE COUNTY STD. 300A ------------------------------------------------------- 1 EA FUTURE PARK SITE (NOT A PART) ® CONSTRUCT 42"RCP, D-1500 ---------------------------------------------------------------------------- 451 LF Q100=24.88 CFS LINE K 375 *LINE E 0100-32.84 CFS ( 5 Q10 13 92 CFS ROAD ACCEsle " (�5 CONSTRUCT 48"RCP, D-1500 ------------------------------------------------------------------------ 249 LF 010=19.47 CFS TRACT BOUNDARY Q100-29.72 CFS �• CDR © CONSTRUCT MANHOLE NO. 2 PER RIVERSIDE COUNTY BASIN N Q10=N/A MEyIF E ......FLOOD CONTROL STD. MH252.................... 5................ 1 EA © CONSTRUCT BULKHEAD PER RIVERSIDE PROJECT BOUNDARY Q100=2.51 CFS �' Q100=4.88 CF 010-1.57 CFS u COUNTY FLOOD CONTROL STD. M816 -----------------..................................... 2 EA TR CTURE NO PER RIVERSIDE CONSTRUCT TRANSITIONS U . 3 HO ROAD (PUBLIC) TENTATNETRACTNo.30422 COUNTY FLOOD CONTROL STD. TS303.................................................. 1 EA LLAND D PUBL .... .. .... . HOLLAND ROAD ... .......... ......... ....... g SECOOWACM TENTATIVE TRACT No.30422-2 d (Ex7EN01oN of HouaND rm.To MBWM ABBREVIATIONS NOT TO SCALE DIG ALERT '� CONST. NOTE PER STD DWG -r O 1 t J _t F L FLOW LINE NOTE: SEE RIVERSIDE COUNTY THOMAS BROS.GUIDE MAP, N 2003 T" CONST. NOTE PER MODIFIED STD DWG N r t J `� I E INVERT ELEVATION EDITION,PACE gee GRID cz,ca3,H2 8 H3. coTC TOP OF CURB RW RIGHT-OF-WAY BECALL FORE CAUTION: SHEETINDEX Tw TOP OF WALL INDEX OF SHEETS: LO � , 1 200 BC BEGIN CURVE EC ENDRCURVE GRADE LINE You DIG. EXACT LOCATION OF EXISTING SCALE: " - SHEET No. (sj DESCRIPTION 1-800-227-2600 UNDERGROUND FACILITIES IS - PCC POINT OF COMPOUND CURVE 1 TITLE SHEET UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO PRC POINT OF REVERSE CURVE 2 NOTE AND DETAIL SHEET Callat least-2 working days prior to excavating. VERIFY IN FIELD. 3-16 STORM DRAIN PLAN AND PROFILES L L SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER NOTE: %20FR1ARfROAD BENCH MARK: TRACT NO. 30422-2 IP 060047 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL Ess� TRANSPORTATION DEPARTMENT �pFESS/p SANO�EGO,CA92„o COUNTY OF RIVERSIDE N 619.291.0707 ® NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q (FAX)619.291.4165 RIV.CO.B.M.M-14-63 IN THE TEE „ N m PERMIT AND/OR GRADING PERMIT HAS BEEN D. Fiq�� L. 9 � SmDko Wwows s a.nw,m orww M10" T� E& LINDENBERGER RD. A 1"IRON ` �`O ,/. ENGINHSIl1NGCOMPANY rlck�n�In�.rin�.com INTERSECTION OF NEWPORT RD. SCHEDULE 8 ISSUED. PIPE &CAP WELL MARKED COUNTY IN STORM DRAIN N PLANS o THE PRIVATE ENGINEER SIGNING THESE PLANS IS No.45702 �^ / PREPARED UNDER THE ECTION OF. D I LA S a.-m RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 No.C27678 1984 ELEV.- 1425.301Col TITLE L H DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE c '� p ALAN D. FRENCH DATE: �� Exp.3/31/08 `! I E SHEET OF 16 SHEETS STORM DRAIN PLANS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY �T4 IV �\ .� CIVIL ROGER ALL R.C.E. 27678 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN T£� CAL�FC� •�� F �� SCALE: FOR: W.O. COUNTY ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB OF Cm-� DATE: REGIS ATION EXPIRES 3-31-08 utA _ ;Q APPROVAL BY THE COUNTY. RECOMMENDED BY BUREAU VERI AS DATE: H: 1 -40 V: 1'-4 FILE N0. 1 JN 14590-6 h 0 PER E� 0.75' 0.50' SL P�0 3• TYP. MIN. /X S� L L / IMP L/2 S RCP r r (SIZES VARY, L/2 I I I S/2 SEE BELOW) SEE "PIPE CULVERT WINGWALL TYPE A PER CALTRANS D-90" DETAIL BELOW STRAIGHT HEADWALL H H I I I I H PER CALTRANS STD D-89 INVERT ELEVATION PER PLAN I I I I 0.62' I RCP I I RCP CL RCP APRON LENGTH TYP. I (SIZES VARY, (SIZES VARY, HEADWALL (SIZES VARY, LAKE EDGE VARIES I SEE BELOW) I I SEE BELOW) SEE BELOW) TW 1422.0 (1.0' MIN) �LEVELAX OPERATION CONC. APRON PER 0.52'* 0.52' RCFC STD CH-333 ( I TYP. I TYP. I 0.65' TYP. L J L J 2.0' TYP. PIPE STORM DRAIN PIPE STORM DRAIN SIZE LINE H L SIZES LINE H L S WATER QUALITY OUTLET IN NAME FT FT IN NAMES FT FT FT REFER TO LAKE LAKE EDGE PLANS FOR DETAILS 36 LINE H & I 4.7 12.0 1-30 & 1-36 LINE J & A 4.7 18.0 6.5 42 LINE D 5.3 13.5 2-36 LINE C & B 4.7 18.0 5.0 1� VARIES - REFER TO LAKE PLANS �I 48 LINE E 9.0• 15.0 1-36 & 1-42 LINE G & F 5.3 19.0 6.25 STRAIGHT HEADWALL OULET STRAIGHT HEADWALL OULET STRAIGHT HEADWALL X-SECTION FOR ONE PIPE FOR TWO PIPES PER CALTRANS STD D-89 PER CALTRANS STD D-89 PER CALTRANS STD D-89 NOT TO SCALE NOT TO SCALE NOT TO SCALE REFER TO CALTRANS STD D-89 FOR REBAR DETAIL & OTHER DIMENSIONS REFER TO CALTRANS STD D-89 FOR REBAR DETAILS & OTHER DIMENSIONS REFER TO CALTRANS STD D-89 FOR REBAR DETAILS & OTHER DIMENSIONS SEE SHEETS: 3, 5, 13, 14 & 16 (LINES A. B. C, D, H. I & J) SEE SHEETS: 10 13 - 14 & 16, (LINES E, H, I & D) SEE SHEETS: 3, 5 & 8 (LINES A & J. B & C AND G & F) NOTE: SEE CALTRANS STD D-90FOR BACKFILL SPECIFICATIONS NOTE: SEE "PIPE CULVERT WINGWALL TYPE A PER CALTRANS D-90" DETAIL BELOW NOTE: SEE "PIPE CULVERT WINGWALL TYPE A PER CALTRANS D-90" DETAIL BELOW « REVISE "0.52' TYP" TO 3.0' PER RCFC RIP RAP RECOMMENDATIONS Y J Q 3 O 5' OR 6' (REFER TO PLAN) (SIZESCVARY, a 2 PARKWAY COVER SEE PLAN) m J ( LL T/2 d 45° L PER D-89 45° CATCH BASIN PER SEE CHARTS ABOVE STANDARD 300 Op 0 s'Ll EXTEND REINFORCEMENT a CONNECTOR PIPE �ci O� TO ENTRANCE PROJECTION T WATER QUALITY OUTLET REFER TO LAKE PLANS FOR DETAILS (BOG LIMITS) CATCH BASIN MODIFICATION PIPE CULVERT WINGWALL TYPE A WITH REAR OPENIING PROJECTION PER CALTRANS D-90A NOT TO SCALE NOT TO SCALE MODIFY CALTRANS STD D-89 TO ADD 2-2 LF DETAIL MODIFIED FROM APWA STD 314, CASE 1 WINGWALLS AT 45' ANGLE FROM HEADWALL SEE SHEETS 3, 5, 6 & 8 FOR GRADING PER CALTRANS STD D-90A, TYPE A CATCH BASINS J1, B2, B3, B4, B5 & F3 NOTE: SEE CALTRANS STD D-90 FOR BACKFILL SPECIFICATIONS DIG ALERT BEFORE CAUTION: YOU DIG! EXACT LOCATION OF EXISTING 1400-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO %Fat least 2 working days prior to excavating VERIFY IN FIELD. NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER 5620FRIAR5ROAD BENCH MARK: TRACT NO. 30422-2 IP 060047 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT SAWDIECO,CA92„o ESSIat, %V ESS/01 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT 'Y( APPROVED BY: Q �/� (FAX)619.291.4165 RIV. CO.S.M.M-14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN D. pR L, "C Non�asulc o> rwrn rick.n�lne.rin�.com INTERSECTION OF NEWPORT RD. SCHEDULE '8" 2 ISSUED. �`� �� ' � ��@ O�'� e4� F an DIw �� s.�,t ormp MON* PIPE DENBERG RKED OU"I ONN ti y < CAP wEl_I_ MON. STORM DRAIN PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS No.45702 �^ c� m PREPARED UNDER THE D CTION OF: ESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 low No.c27s7e 1984 ELEV.= ,425.30, DETAIL S H E E T ESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE ALAN D. FRENCH DATE: tY Exp.3/31/08 *r [N THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER REVISIONS COUNTY � 'f' CIVIL �' OF SHEETS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4T CIV't, �� INf,� t �►� ROGER L.ILL- R.C.E. 27678 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR F� CA1-�� ' '� l � �f• �� SCALE: FOR: W.O. COUNTY APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB RECOMMENDED BY BUREAU VERITAS DAT C�l DATE: RECAST TION EXPIRES 3-31-08 H: 1"=40' V: 1"=4' FILE NO. T47ua sa+ . I : . : . . : .- I - . I I . . . . ,. . � I � ., . . . , I � � � I � . . I . . � .. . :: :: � I ,. .. .1 " � ]: � : .; I .1, .. . .. . . . . 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I � .. , I . , , : I � . � I . , 1, I 1. . I . I. :: .. .. 1. 1, . r ,� .. . � .. . .r .. .. � 1, : � :: : �� : I 1 7. .. I I . 1, I I I I , : : .. . : . : . . t I � . � I I I . , - d q : � � � i �, I . : � ; . ++++ ,. � � . .. . . r, . . I I r I , I I . . - - . : : : 1 0 : 10 1 1 12 13 14 15 10 1 1 12 : : : : STORY DRAIN DATA : � CONSTRUCTION NOTES : : � NO. DELTA OR BRG. RADIUS LENGTH &-LOAD : : - ; P, D-1500 � : : N 1 8* 3 0' 3 2"E 260. 35' D-1500 : P, D-1500 1 13 17 in : : Uj : z 2 ,A= 1 7' 44' 2 3'' 303. 00, 93. 81 1 D-1 500 : 0 CONSTRUCT 18-RCP, CLASS IV > : < : : _j INO- 46' 09"E 131 . 4 1 ' 0-1 500 : - 3 : V) : NO. 1 PER RIVERSIDE COUNTY q cr V) : -4 FALL 1j/vjEjj : FLOOD CONTROL STD. MH251 W< 4 1 N 1 8- 3 O' 3 2"E 143. 35' D-1500 ; � : L.'A I<E I V.. 3 >_j . 0 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RIVERSIDE 100-YR W.S. / / Fr C-) LANE 5 N 1 8' 3 0' 3 2"E 9. 32' 0-1500 : . 0 : (PER BGR 041312) ELEVATION �v Z 11 ) 8 13 : COUN TD. JS227 053_j 0, V) W : _j (F 13/VA TE-) 6' A= 48* 00' 33" 50. 00' 4 1 . 90' D-1 500 : < C)0 U_V)C,j -,:) W : Uj<C) . z I : BASIN PER RIVERSIDE COUNTY In L)U_in > ; 344 E 360 Z U_N q, U W < a 3 0' 0 1 ''W 1 3. 08' D-2000, CLASS IV : ,q!---a : STD. 300, W=7' =::i Ln k _j : 0 C� 1=1 V) I : PAD=1430.4 u Ln C) .,.Lq Cn 0 W _j Q�0 -2000, CLASS IV :: BASIN PER RIVERSIDE COUNTY �_ r-Lq + Z 8 N46* 1 6' 1 2"W 9. 84' D : STD. 300, W=14' IE(OUT) 30' <C'4 r%:a-0 1 1 V-N-:] -Ln W< . i . : -!r-L) 3>_j : L) ` - : 1, I cr CS 0 11 - /.-,: 6�_ cr U : 10+09.75 LINE J W + 00 : = : D. 311. CASE C _j + 00 � _'k- z o 9 - 229 : I C-)--C9 V i,M, 8 C-3 -1 _j 0 (n : + V) : F13-1 CONSTRUCT MODIFIED LOCAL DEP. PER COUNTY TW-1425.85 VOP I I A to�_ CO =C14 <_j 0, L_V) : - � \ X, eo<0 0 U U ; 14 . L.L 04 4 - : I , U : STD. 31 1, CASE C: 8' APRON (W), 6' APRON (E) . I '.- \ � .� = � .1 LINE JI W 0 1=1:Lon Cn : 11. L) : I 1 TRANS STD. D-89, CONC. APRON I T ' P 14 1 7 1 8 �_ . : 1 18" RCP 00 a�,-V!r-: DRAINAGE STRUCTURE : : PER RCFC STD. CH-333 - SEE SHEET 2 FOR DETAIL 10+09.75 LINE A A 1 I <V U C) 11 04 : . L)W Cr r_:0 I I : BASIN WITH MODIFIED REAR OPENING WATER QUALITY OUTLET 4 + = STATION POINT JS NO.2 LATERAL J1 ; _jC000 11 00 : . ASE I - SEE SHEET 2 FOR DETAIL 1 66 fnka< 11+53.11 LINE J= o A=64.78*:�:65', B=1811 : . : U N-3C a a : E P 4 Uj 9+97.32 LINE J1 C=3.1', D1=30", D2=30" : : : � i -- LINE J 231 232 W L=3.0' E=1.9' F=0.78" G=0.45' : PIPE PIPE /-,,%JUNCTIO T * : 18" RCP M z ELEV. S=1422.68 : : - - : 6.50' `-�STATION POINT ELEV. R=1422.78 : - ; -0 >� :3 : MIN 11+53.11 LINE J 230 11111111 I I : : R/W : SLURRY S M8 wt : : BACKFILL C) a : 0.26' OPEN r 0. : ...�...I-_... - . -......... .1...........I......... ... . ...... . .1.1.11 . . � �%�_ ....��. S,�?, C,�, 14,smmo 11 0 : ::::j��:::: : .k - : , SPACE ,q, ,, : : j I 1�( I : ::# Lusz R/W R/W : I LOT 344 13 : : � T 8" SWR ERIMEL)K tj 00 > 4a �. d 56' - : J� IV : 11 I : , LINE ( LINE A Ix 00 1 _nA - 10, - - -I- 10, .. : . a:Go OR 2 - /_ :L:)� 1 R Ln Uj : 36"RCP . ir-Ln -4-'i- 6' - __ 18' - - 1 8' _6' - i A' : 30" CP Cr 04 �n_!V C:>Lun �� .I, 'j 6 1 - n TM Ul - - - - - I : ., U . . LINE A' 3611 RCI (A = N : 1 3C�n_r- C14 V CO �_ I I W - I - - :I - - - 1�1*' : __ 04 33C 04 0 -00- : .. (n(,�Ln .) 358 i1n, , 2' % : // - -�E 7�- N N �-1 1 _3'_ . X _2:/.� LIL : 117 = C14, < . . . N : I- <��_V,�[ woacr rn ZO�!:V Cr(',J,w =U;(7 �b A -177=_ JILn I : (/) z I I Uj (j) � 44jr C7 : - ,,;� - U') : Z V)3c ---.)W Ir C�n �-C,z - W fl-- <:�I LLJ : __ R V) 04 0 (3 z I . r-! : 0� : 1420 - � � - - -I--- __ .___ - - - 1420 _1\1 Z LD 0 3= - (.0 Uj_j'I V)I-3= C%4- = -W 1W _j ___�- : .1-...... 100-YR / : 359 LL' x -i = - 9 0 C)Q� (A C'4 W <it:N N z U W - _3'K o V) 0" + Z ><= am 00 y v W Go_- W - 7 � < : �> : - ; X / / ; PAD::1430.8 -X�0= n 0"O- ;=f r-- 0 W -- 1W R/W 9 .j Uj R WATER 2 SIDEWALK : W V) - = z z - C�0 m N Ln= I-a- .Ornco C-70= _j-in cr .cn 357 LO M = Ch Z,- � SEWER : c" - f--(n _j 'm Ln�- : hl� CD In + 000 z(n r. 0 C'� 06< 1"� : CROSS SECTION: A-A * ,W= I.- rn m�_ m- F-a- - 1q,X= at z 356 : � -k* a_ + boo Cox= 'A Ln W= 1�_ tD Uj 355 354 1 LU 0 STORM 3.0 : - N" + W oo 0- + + Z ..� : SCALE: HORIZ. 11'�--4' VERT. I":--4' IN -_rn Cn�-V2 0 m �d P � X -fln 00 I-- m Bo ad 0 rn cO C14 ro DRAIN : 0-1 cn 0 0 2- _1_j : LINE A: STA. 110+09.7� TO 111+62.43 CT)- . = I-CL 54 : F_CL : LINE J: STA. 10+09.75 TO 11+62.43 + boo 'WOO (�D 4:2� :: �rn m�_ rn(n I-- 2 I I I : : :: C : ; : : : � DIG ALERT LAKERIDGE DRIVE STREET SECTION :: : TM z __"!!!!K I;k% ,: 0 I-Ir/ i X-SECTION TAKEN LOOKING ; CALL DOWNSTREAM ON LINE A/ 1 BEFORE 'CAUTION: PLAN: LINE A & LINE J 120 UPSTATION ON LAKERIDGE DRIVE I YOU DIG! EXACT LOCATION OF EXISTING 40 20 0 40 - 80 mommomw 1 1-800-227-2600 UNDERGROUND FACILITIES IS GRAPHIC SCALE V- 40' � UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO i working days prior to excavating. VERIFY IN FIELD. � I i COUNTY OF RIVERSIDE � TE: 5620 HUM ROAD BENCH MARK: TRACT NO. 30422-2 IP 060047 SHEET NO. � � I � SAN DIEGO,CA 921 1 0 � RK CONTAINED WITHIN THESE PLANS SHALL 11 I TRANSPORTATION DEPARTMENT ESS/d, 619191.0707 � I I � f Essi COUNTY OF RIVERSIDE i T COMMENCE UNTIL AN ENCROACHMENT _N � APPROVED BY: I . GUN OWANY (FAX)619.291.4165 rick,angineering.com RIV. CO.B.M.M-14-63 IN THE TEE SCHEDULE '8" i ERMIT AND/OR GRADING PERMIT HAS BEEN - D. L. ___ INTERSECTION OF NEWPORT RD. � : 11 1 48 '(S � San Diego RNWW@ swarnelft Orange Pho" Tucson & LINDENBERGER RD. A ?IRON � ISSUED. . - �, *0 PIPE & TAG MARKED COUNTY IN 3 V " <' o- I � - CAP WELL MON. STORM DRAIN PLANS i 9 No.45702 go E DIR TION OF: � rHE PRIVATE ENGINEER SIGNING THESE PLANS IS " rn Exp. 12-31-08 W, he qu qo7 ta No.C27678 fr" 1984 ELEV.= 1425.301 �ESPONSIBLE FOR I ASSURING THE ACCU 16 )ESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE ALAN D. FRENCH DATE: * Exp.3/31/08 * %* 9�. m LINE A, J & J1 I � � I �N THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY -�x * kr, 'It S�ffl I OF 16SHEETS I kPPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY ,�,, clvl\, ,L\,t ��AA CIVIL ROGER - -_ 19 i I I - IT -9, 11 L. L R.C.E. 27678 * Ce - U �_ 6+- 4.Nno- z =: r�� j � m , I. RESPONSIBLE FOR DETERMINING AN )� f dF, � _11 SCALE: FOR: W.O. I COUNTY q4v 9.14-07 I _*�& (4 U ION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB OF C k\AT1 - DATE: A? REGISTR TION FxPIRFS 3-31-08 H: 1"=40' V: 1'-A' FILE NO. .., � HE COUNTY. I . I - , - , - _____- UREAn_ ��RITAS . DATE: I 1 . 9 .�. I I I . . .: I " , ... '. .; I . . JN i4590-8 .I I I .. . I I "�:,%., .1,1:_ .1 . - I - ''' . 1 . .� � '.1, . . 11.�,� �1�4114_ 1 Z," I - I I . - - __ V VIVA 1 li V %+ I I V m m V I C0 Q CONSTRUCT 36"RCP, D-1500 DRAINAGE STRUCTURES Q CONSTRUCT 30" RCP, D-1500 Q3 CONSTRUCT 24" RCP, CLASS IV ® CONSTRUCT 18"RCP, CLASS IV FALL RIVER 5J CONSTRUCT MANHOLE NO. 1 PER RIVERSIDE COUNTY TRACT BOUNDARY LANE © FLOOD CONTROL STD. MH251 CONSTRUCT MANHOLE NO.4 PER RIVERSIDE COUNTY 100-YR CONVEYANCE EASEMENT R/W (PRIVATE) R/W 100-YR W.S. ELEVATION FLOOD CONTROL STD. MH254 6 O7 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RIVERSIDE 18 �' 18' 18' 10 � o 0 NQ, COUNTY FLOOD CONTROL STD. JS227 LAKE EDGE 5 ( CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY Z uj � 3 UNc� �cOM STD. 300, W=10' U J U of ZOO= c„°'o I 233 239 13 CONSTRUCT LOCAL DEP. PER COUNTY STD. 311, CASE C m I m ,Lj w -' Z V)) U oo IT v 14 HEADWALL PER CALTRANS STD. D-89, CONC. APRON WATER QUALITY OUTLET 367w � Mm U _ I MooMc cc) zZocr w - V) I PER LAKE PLANS rn In ► w N m m PER RCFC STD. CH-333 -SEE SHEET 2 FOR DETAIL + Z o ti w + z w m = i-- a. to = m Z IQ 17 CONSTRUCT CATCH BASIN WITH MODIFIED REAR OPENING TW=142583 '--' JZ ±ccoom `°= OPEN SPACE 14 r-� +Z _Z U=, rnmF-+z V) �W ■ PER APWA STD 314, CASE 1 - SEE SHEET 2 FOR DETAIL o z _, = F- a + Z I W (� O 18 CONSTRUCT WATER TIGHT MANHOLE FRAME & COVER 1 09 RCP( UT) 1421 65 36 RCP B 1 -' 3 �+ � m �o 1 LOT 38 Z Z W Z PER RIVERSIDE COUNTY FLOOD CONTROL STD. MH256 10+09.13 LINE C 8 1 2 -0 4 5 - 7 LINE C 36" RC J J Z IE 36" RCP(OUT) 1421.66 �' 11 6 0 _ _ � ..I W LINE B 9 m 13 - 30 CP PIPE PIPE 10+07.18 LINE B 6" RCPU 1 B uj uj m 12 14 ri 0 ui 6.52' 10 � 16 STATION POINT MH NO.4 LATERAL B4 11+89.52 LINE B= © A=26.31':t:25', B=24" 9+91.82 LINE B4 C=8.6', D1=30", D2=36" L=9.73' ELEV. S=1423.18 ELEV. R=1423.36 STATION POINT JS NO.2 LATERAL B5 11+55.66 LINE B = A=45.768':L-45', B=18" 9+96.12 LINE B5 C=4.3, D1=D2=36", E=3.8' F=1.12', G=1.04', L=6.3' ELEV. S=1423.23 ELEV. R=1423.30 STORM DRAIN DATA NO. DELTA OR BRIG. RADIUS LENGTH D-LOAD 1 N19' 32' 29"E 39. 81' D-1500 2 A= 956' 47" 243. 00' 42. 18' D-1500 3 N9' 35' 42" E 19. 34' D-1500 4 A= 9' 24' 40" 406. 00' 66. 69, D-1500 5 N19' 00' 22"E 18. 12' D-1500 6 A= 7- 41 ' 26" 493. 00' 66. 17' D-1500 7 N11' 18' 56"E 140. 85' D-1500 8 N19' 32' 29"E 39. 77' D-1500 9 0= 9' 56' 47" 250. 00' 43. 40' D-1500 10 N9' 35' 42" E 19. 26' D-1500 11 A= 9' 24' 40" 400. 00' 65. 70' D-1500 12 N 19' 00' 22" E 13. 82' D-1500 13 A= 7' 41 ' 26" 500. 00' 67. 1 1 ' D-1500 4 N11' 18'56"E 140.81' D-1500 5 I N45'18'52"E 12.62' D-2000,CLASS IV 6IN61' 57' 34"E 13. 28' D-2000, CLASS IV SLURRY L 'n z z Z 4 IN 4 3 2 P_ UP 0.26' 0.26' BACKFILL rn o _LINE B5 15 24'€RPP 2 24 LO w a •+- •m o°0 m aJ 8 R ��MUJ I,-�W/J� 1 CPco :a C. Z N F- 3N0� W Z O- cC pz aD� Z v _ NN m r�1� r •-� • Z:4 FNm O o0 toLLJ 238 r �CA R/W 56 R/W �o + m � r� m z z + z LINE C „' 'a;k ' LINE B (PER BGR 041312) ± � V)) � x w = � Q J zo m = z (A F- 36 RCP OPEN N z o�c"- r' 10' 1 ri 36 RCP T.' .xY''�. 344 '- 7 cr co'n ~ z °° 3' SPACE _ - J "- = 6' , 8 18 NNi- oo zNFv w �Co-j+`rOrnao 2,•� 2, / % 21 LOT 382 � N LO 3 m ' w w-V� Mx0Go= �� cr N� 6 +000 _ ?7 Z ZUp� ON N J. N �MmF- �P in Z �, a _j-N; FALL RIVER += ��a JOtiN PROPOSED Z ROPOSED J N 000OOm-a uu_ tc,�' ,x� N coN LANE -m~=_iu_ 11 U SIDEWALK WATER CURB & GUTTER 1420 CROSS SECTION: B-B %`9 m a "_ �a PRIVATE Q► O cgQ0 SEWER SCALE: HORIZ. 1"-4', VERT. 1"-4' i z ii � to m o� ( ) U • - o0 oil 6.0' X�1 LINE B: STA. 10+07.18 TO 14+05.95 9? �F N °° � , + + ►.� LINE J: STA. 10+09.13 TO 14+06.97 `�p� m Z < Q u_ u_ u _ M; 0 o W O " 9 13 17 HBO•-~� � DIG ALERT Q-M00� TM o FALL RIVER LANE STREET SECTION U�-M�00 9 13 17 Z NOT TO SCALE CALL X-SECTION TAKEN LOOKING PLAN. LINE B & LINE C BEFORE CAUTION: • UPSTATION OF FALL RIVER LANE YOU DIG! EXACT LOCATION OF EXISTING 40 20 0 40 80 120 1400-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1"- 40' Callat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: TRACT NO.30422-2 IP 060047 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT cc SAND1.0707 A9211U FSSI �Of ESS�O 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q �,� (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN ,q �?y, NGINEERING OMPANY rick.nsin..rins.com INTERSECTION OF NEWPORT RD. SCHEDULE '8 - ISSUED. \� \,P� D. F FfC+ "� �� Cs� L• eq � S.nDI•so t3M""'a. s.cr.nwnw a.ns. n,o.nl� Tunon & LINDENBERGER RD. A 1"IRON Ile 5 THE PRIVATE ENGINEER SIGNING THESE PLANS IS �No.451rc �� `� T PREPARED UNDER THE DIRE ION OF: CAP ELLAG MARKED COUNTY IN STORM DRAIN PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 11014 Go?-d NO.C27678 a AA 1984 ELEV.= 1425.301 LINES B B q B 5 & C DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE ALAN D. FRENCH DATE: tr Exp.3/31/08 sYmjuIN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY _ f �. OF SHEETS APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `I'l CIV1\- xv, Je CIVIL ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4T ./ ► ROGER L. BA R.C.E. 27678 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR FOF CAL�F� •D ` �f f\E�� SCALE: FOR: W.O. COUNTY APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB RECOMMENDED BY BUREAU VERITAS PATE: ��l DATE: REGISTRATION EXPIRES 3-31-08 H: 1"=A0' V: 1'_4' FILE NO. JN t4590-B ... ......._ W .. .............. �l S-fl.134510 ..: N . �-•21 4 CF... 4.�7 EPS �.' z vmLU - Y; o�7.10. CI= S .. W ;r V -•T 2.73 FPS- C p U N F-JvW m ............Q a: *r a GJ . W '� t . r w; ....................... 4 _. In N .Z J V = HC� + - 4 ■ Z < tD ...::. ...... ..... ....... ,: ... + M. ....... .:. m ..... ....... .... W W Z ...... . :: .. . ...... ....... : . .......... . D $Y.. T}J€. LAKESTY A IAT1 MAINTAINED INEp BY THE LAKES I. MA'TAINEI) !HE A AINTAI LED BY THE LAKES K ' C TY kS1G1AT1QN C = M NI. 0 ICU Y ASSO COMMUNITY ASSOCIATION -IDE TI L . IICI . 5 RUST URE CA , J 01 T . ...._ ... B _ PR : N . -1 _ PRQFIM ! 62 ME . PR IL .. SC►LEs R .� .> I. - 1 1 V T 1 -R4 Z. -40 ER . x SEAL _ _;. S ■ _ . HIDRI . 1 -40 VER . 1 > 4 � T E E:OW FOR PLAN B - SCA E H Z 4 OR . L I 1 , 5€E RE, F VE T R . RPLAN I 7 IL L 1:-4 VERT 1 �4 C L • H RI 0 S A E■ O �. SeE ELCW FOR PLAN SEE BELOW FOR PLAN L 15 16 - 01 CONSTRUCT 36-RCP, D-1500 2Q CONSTRUCT 30"RCP,D-1500 Q3 CONSTRUCT 24" RCP, CLASS IV ® CONSTRUCT 18-RCP, CLASS IV 50 CONSTRUCT MANHOLE NO. 1 PER RIVERSIDE COUNTY FLOOD CONTROL STD.MH251 © CONSTRUCT MANHOLE NO. 4 PER RIVERSIDE COUNTY FLOOD CONTROL STD.MH254 O7 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RIVERSIDE COUNTY FLOOD CONTROL STD.JS227 09 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300, W=10' 10 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300, W=14' 11 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300, W=21' 12 CONSTRUCT LOCAL DEP. PER COUNTY STD. 311, CASE B 13 CONSTRUCT LOCAL DEP. PER COUNTY STD. 311, CASE C Fil-I CONSTRUCT CATCH BASIN WITH MODIFIED REAR OPENING PER APWA STD 314, CASE 1 - SEE SHEET 2 FOR DETAIL 18 CONSTRUCT WATER TIGHT MANHOLE FRAME & COVER PER RIVERSIDE COUNTY FLOOD CONTROL STD. MH256 n ■ �v>. ■F.■�. i�■s� 1 SGALE._HORIZ. 1! -4Q , VE SEE BELOW FOR: P 14 15 DRAINAGE STRUCTURES Cr 0 0 0 w rn zmZ 7 OPEN SPACE aN aWo cm= N� m ZW MATCHLINE LOT 381 U_N n- nC3' c N� Ofo�w ccD0 ?J owQS O NMNzo OZ , +05.LINE Z ��E:K VNNUd -UI� MQ��WUco Oq�cG ZOao "•m 14+0697 LINE 'C UaOU co -N;ZU - N�ZN� - x w9 Cr C) JV ii 0 in F- Q Z C SEE - Wz C MCON JZ;N+0 X IVIW U-3:00�� ETN4. 5 � m � �-a-crl0 O �P0oM ui N �- -- 238 1 30 rW = • �U+ m��Nmo ;300 242 R/W +Z v _aoml- �LINE B3 LINE C 239 v J JQ °+° 241 _� W ,O 36" RCP "� Q 240 t1J ZnWH 3 1 Z� 0�>Q 8„SWR W0WI- O Q> 4 2 N 11 LINE C 8,,SWR co v,- 0 0> LLJ C) � 9 1 8" WTR LINE 36" RCP - Q _ 18" RC °� � 5 00 LINE B 24" RCP 8" WTR 3 271 �' N 0 R/W 1+ P C +16 LINE C �- a"-X LINE B 36" SD XING 8" SWR `0 � � In0 380 Llj a 16+14.08 LINE B BOT 36" SD 1423.21 C"im ° N v J 24" SD RING 8" WTR 2 62 TOP 8" SWR 1422 10 STATION POINT JS NO.2 LATERAL B3 14+28.91 LINE B= 0 A=40.708'-- 40' , B=24" 9+95.42 LINE B3 C=5.0', D1=30", D2=30" L=6.0', E=4.1% F=0.19', G=0.27' ELEV. S=1424.56 ELEV. R=1424.69 STATION POINT MH NO.4 LATERAL C5 16+56.46 LINE C= © A=66.980'-- 65', B=18" 9+96.42 LINE C5 C=4.0', D1=36", D2=36" L=6.63' ELEV. S=1424.64 ELEV. R=1425.31 . .. V,l =139; FI S= 3'vc S=0.O22 �� a.5� FS PS , �" c u 2®O$ C1= �,� 2■S...q PS 17 c a C: U C 3.48 L1= ~24'I 13-toot?, .t LA 3994 LF PORTION OF 1~. 11L�/ I STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH D-LOAD 1 N11' 18' 56"E 15. 26' D-1500 2 A= 9' 47' 40" 45. 00' 7. 69' D-1500 3 A= 31 ' 20' 21 " 45. 00' 24. 61 ' D-1500 4 A= 45' 01 ' 18" 45. 00' 35. 36' D-2000, CLASS IV 5 A= 2' 07' 47" 1777. 00' 66. 05' D-2000, CLASS IV 6 & 88' 02' 42" 55. 00' 84. 52' D-2000, CLASS IV 7 N48' 44' 24" E 22. 47' D-2000, CLASS IV 8 N42' 13' 43" E 11. 71 ' D-2000, CLASS IV 9 N46' 43' 52" E 35. 48' D-2000, CLASS IV 10 A= 92' 20' 10" 45. 00' 72.521 D-1500 11 & 1' 44' 31 " 1762. 00' 53. 57' D-1500 12 A= 88' 02' 42" 70. 00' 1 07. 57' D-1 500 13 N5' 07' 51 "E 8. 97' D-1 500 141DN5' 07' 51 "E 39. 94' D-1500 15 N61' 51 ' 1 1 "W 3. 48' -2000, CLASS IV R/W R/W ao z C, 0 a N c QN•, z 00 BOP 8" T 1425.42 70 M NE C2 E STATION POINT 56, J Z N W CO N w TOP 8" WTR 1424.4 10, 10' X = 3 m v ? 5 CL MH NO 1 3 16+56.46 LINE C CL CATCH BASIN C5 18 1 6' ' Ci m = z Iz , J ; + 16+46.95 LINE B 16+59.23 LINE C= 11 2� m _ m 0 J LINE 81 12 2• N N N N U � 18 RCP CL MH N 4 - 2X ++ = ~o ao m z Q U- m = N 5 a r` v 10 CL CATCH BASIN B1 4 16+57.73 LINE C 6 21+46.00 CARRIAGE HILL DR 12 m _ „ oD= ; rn 1 + .4 LINE B1= W=21.0 , H=4.02 v1 � M °1 = J = In U o °0 m N N N 12 21+39.00 CARRIAGE HILL DR F- 1 Y4NR� 15 0100=71 IT.10 CFS �` w z w 0 In += o ao W m�� W=14.0', H=4.17' 010=4.38 CFS PROPOSED z a a PROPOSED Q tiU i1 n m�- Z 0100=7.78 CFS 26(� 00 LINE C36" RCP CURB & GUTTER > > J'+ in _jzN; 010=4.75 CFS WATER T SEWER SIDEWALK U-3:00 IV `n 10+11.60 LINE B1 CARRIAGE C`:ONCO 18" S XING 8" W R HILL DRIVE STOR 6.0- STORM 9 13 17 W N BOT 18" SD 1426.00 DRAIN DRAIN N Qcoo TOP 8" WTR 1424.76 (PRIVATE) 'O 3.0' 12.0' � 04 IM DIG ALERT MATCHLINE Tli 17+00.00 LINE C 0 CALL SEE SHEET NO. 7 HIDDEN MEADOW DRIVE STREET SECTION PLAN: LINE B & LINE C NOT To SCALE BEFORE CAUTION: YOU DIG! 40 20 0 40 80 120 X-SECTION TAKEN LOOKING EXACT 1-800-227-2600 UNDERGROUND IOFACIILITIESN OF STINS G mW DOWNSTREAM ON LINES B & C/ UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1 - 4O DOWNSTATION ON HIDDEN MEADOW DRIVE Callat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620FRIARSROAD BENCH MARK: TRACT NO.30422-2 IP 060047 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL py� TRANSPORTATION DEPARTMENT SAN DIEGO, CA 92110 �ESSI�FR446�, �`9�pFE$$/� 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: D� �,� (FAX)619.291.4165 RIV. Co. B.M. M-14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN p.NGINEERING oMPANY rickansin■orina.com NISSUED.INTERSECTION OF NEWPORT RD. SCHEDULE '8" \`O`'pht�, oV� B� I San � �emwe Sunm.nto °rip %ioae6t Tuc.on PIPE DENAGRGMARKE�D COUNTYIN PNo.45702y =' = PREPARED UNDER THE DIR CTION OF: CAP WELL MON. STORM DRAIN PLANS 6 THE PRIVATE ENGINEER SIGNING THESE PLANS IS t� m RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 �• d NO.C27676 1984 ELEV.= 1425.301 LINES B B 1 B 2 B 3 C& C 5 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE ALAN D. FREN H DATE: ,� Exp.3/31/08 ! r r 1' IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTYqncL-16SHEETS &dog - APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY %P CIVIL NIQ' j� CIVIL q ./ `>t► ROGER L. L R.C.E. 27678 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN �FOF CAL�FCRI 11.14.0 �F U ��(O� SCALE: FOR: W.O. COUNTY �� ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB f CAS DATE: REGISTRATION EXPIRES 3-31-08-41 FILE N0. aut, APPROVAL BY THE CouNTY. RECOMMENDED BY BUREAU VE S DATE: H: 1"=40' V: 1, JN 14590-B Ir . : ; . I : � . . . � . . I . � : . . ca � _ . . � . � ., : , . . . . I " . . .. .. . I . : . .. :: : ., � � .. : . . I .. . { 1. I � 1. I � I . I . ., I. . . I I . : i 11 ..w1., 1. , I .. : :: 1. . . I : ._ ,. : :� t,) . _::_ ... EV U ,, i. w Z , : .. ... O H tL . . _ . . : w . :: :. .. c,� .. W t� :, c ,: : , z: Z -: k, I - J . m 1-- :J . .. - J _::..:, Z r _ J :I w 'Z .... W e- D7 a0 . < . : : b O . ..:.: a :: .. _.... ........._..: . ,! , _..., . ..:: . CG N .. .. b .. W N i. ._ , Q . -. © _ Q . .. _ M O {. - .' :::.....:. , : ..:. . . . O : . ti . . . . . . . :. :: ,: __ _1. ..... ...... .1..r 1. cQ �. .- . :: v + N. N n- _ N + N 7'LF� ,� .8 .2 RCP 4 .: + O .: + 0 + �, o . 42. 1 LF� . ,. :; 3. 9 F .24 RC .. 8 1+' u CL IV 20 0 SS 4 RCP D. b A O I 1,+ ... . 2 1: $ .�L�18RP u . . . :1= T fi3N1 t 2 L 6 L F ,. :. :. 415 6 R OP . 3 fl 0 Q .: 323.3A LF '36 ICP - D :1500 ., N - , 2Q04r ,. CLAS iV __ :...: ; :: _� 00. C .. ASS I. D-2f0 :£t. S :...1V . ... _ . . . .. . . . : : .1. _. M AI TAI E B T E .LAKES COMM NI N D Y H U 1. . Y CF TI N AS 0 A S Q . 4....:.L O D �� _�:36. CP R 1540 :: ;. . .. _ AINTAI 1. D BY I~IE _ .. <i . : . <' , . : . , AS OCIATON AS; OCATtON 5 . . .:::. .. .. ..., .., . ;...: .+ . . .. .. ..._ . PR Q E: Lti C .... . . ...1.1. .... ; #. P: .. .: L ... 1. u C#C . 1.... : ........ __ _ . . . ....:. ............ ... _.... . i- ... . V 1: 4 AL 1 - Er SC E. HflRI 40 _.. C E• H..Ei.Z .. O ,r_ , ,� , 1.0 .1..., . VERT. 1-. . r. A L E „_ , r� , _ - H I Z 1 4 0 O V RT<1 4 R E 'W 'F0 . 1.,. E F R .PLAN EBEO S L W 4 .1. . :1. .O SEE BL . W FOF PLAT. .. S BEL"; PLAN 17 18 19 20 21 22 23 --10110 -- --1 Q10 -0- 11 12 CONSTRUCTION NOTES Ix o> {� CONSTRUCT 36"RCP, D-1500 11 12 PARKRIDGE J V, CONSTRUCT 24"RCP, CLASS IV o X in CO- LANE 6 J a 4 CONSTRUCT 18 RCP, CLASS IV J - N N �- Z a N JV) UNNc (PRIVATE) u " uj 2a WaOQQ Zz W cN�ONN = © CONSTRUCT MANHOLE NO. 4 PER RIVERSIDE COUNTY 'e' " ix 0 °' z O J v z a x o c w '� 11 0 U W ;MN JZ0m CC �UVJ mU(V�UW FLOOD CONTROL STD.MH254 0 v ri Z II QO C-) N WX= V) � � ZNZM = =MU m 10 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY 6 N U o V) = Nv °: to = O � "' U O v tD J ul STD. 300, W=14' L U mzaN �� z��cc 00VV))Mao 0o I °° Q+m'W auiuo';'W �Q 7 UD II U J H� HN + U �r-b II 11 CONSTRUCT CATCH WON BASIN PER RIVERSIDE COUNTY I' v W= -, _ in Z N 3 w ± i,D o o V) J N += N O O+ ZW Z O� tL1X= N NMmF- UN J Q n r-� NN cc STD. 300, W=21 oZ aJ ��o�,-QU M m= W 1 1 1 U-N�00 Nz 12 CONSTRUCT LOCAL DEP. PER COUNTY D. 311. CASE B C) . m Z Z� I 1 �o Mo 0 a 2 6 7 � U 3 0 M O� =r J + + II 00 + = O W W i2 CONSTRUCT MODIFIED LOCAL DEP. PER COUNTY W 265 - �(n N3av o + STD. 311. CASE 8� 3 APRON (N), 5.5 APRON tS)�CB C2, %ftwoZ 1262 263 264 a+ �� E C3 LIN RCP 1 N�gERC T -_,� STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH D-LOAD 1 N5' 07' 51 " E 95. 93' 0-1500 2 & 1. 52' 03" 3488. 00' 1 13. 69' D-1500 3 A= 2. 22' 28" 3488. 00' 144. 54' D-1500 178. 80' D-1500 5 N44' 40' 22"W 3. 89' 0-2000, CLASS IV 6 N82. 12' 09" E 28. 19' D-2000. CLASS IV 7 N38. 09' 02"W 4. 87' D-2000, CLASS IV 8 N40. 13' 52" E 42. 51 ' 0-2000, CLASS IV 9 NO. 46' 09" E 4. 00' D-1500 3 APRON tN), 4.5 APRON %a) -CB C4 W 40 J w 1_()) U LIN Q 36 _ CONSTRUCT BULKHEAD PER RIVERSIDE LINE C �Z `�� 3 24" RCP 266 4 811 S R- 1 9 I 8 W, ® COUNTY FLOOD CONTROL STD.M816 R/W 36 RCP _ 3 O$ ' _ 9L g TR ��R� Oct DRAINAGE STRUCTURES Q z I 3 8„ SWR -F O. 8 - 2 P ZL 8„ WTR woo a J W -�- 1 N 4 T JW� _cc 8"SWR � 1 � 6L '�P 6 315 314 a = = r LZ 8„ W T R 00 1111111111111 O w mW _ > N R/W v3NN N;N� Wa! o W U N N N > O W W I � 317 z�� 316 z�__ w��_ =N uwZ 1 31 JZo� Z� a NJ R/W I To W320 �F-�� 319 8 WX=3 �XNN _jZcAF CC =I I � > U;~N� pMaO D1 No0 ti No0 Z:5 C� 269 268 I M> - �- a.Mo a NCro' o- woo +_ oo += M aa'OpUV) Q I _ V) ZO �c000 +_ ►-� += Hd maN� LL STATION POINT MH NO. LATERAL C1 LATERAL C2 22+41.26 LINE C= A=38.920 •-- 40 • . B=24" A=39.462 • % 40 • , B=24" 9+94.52 LINE C1 © C=5.9', D1=36, D2=36" C=5.9', D1=36", D2=36" 9+94.52 LINE C2 L=7.43' L=7.43' ELEV. S=1429.38 ELEV. S=1428.88 ELEV. R=1429.93 ELEV. R=1429.09 STATION POINT MH N04 LATERAL C3 LATERAL C4 19+14.58 LINE C= . A=47.899 •--45 • . B=24" A=78.977 • :z 80 • , B=18" 9+95.12 LINE C3 © C=5.3'. D1=36, D2=36" C=3.3'. D1=36", D2=36" 9+97.12 LINE C4 L=8.13' L=8.13' ELEV. S=1427.16 ELEV. S=1427.38 ELEV. R=1427.76 ELEV. R=1427.46 R I o0 JV) JZN� NMmH �NmO mO =U0=ta'DU Q 3 = J tnX= UO to c�� wu V'o°r-Dco ao�o�� R/W R/W tD ON Utz NIX4 " I` 56' Z�'�o, cn o�om� ��N3oo 10' 18 18 610 STpNYBRO 0 mzuNU11 � 11 12 �'1 2% 2% t '/, 2�LANE =J �_� - 2.(PRIVATE) u o N �, w Mqku� ofr4c) II PROPOSED 7z J++_ -00 Urn�a�o 100 CURB & GUTTER WATER SIDEWALK Q- SEWER 10 12 6.0' STORM 6.0' DRAIN DIG ALERT Z TN = t BEFORE CAUTION: PLAN: LINE C CARRIAGE HILL DRIVE STREET SECTION 40 20 0 40 80 120 NOT TO SCALE YOU DIG! EXACT LOCATION OF EXISTING X-SECTION TAKEN LOOKING 1-800-22 -2600 UNDERGROUND FACILITIES IS GRAPHIC SCALE 1 401 DOWNSTREAM OF LINE C/ UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO DOWNSTATION of CARRIAGE HILL DRIVE Cailat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE AL -ENGINEER 5620 FRIARS ROAD BENCH MARK: TRACT NO.30422-2 IP 060047 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENTJ c immsSAN DIEGO, CA 921 1 0 NOT COMMENCE UNTIL AN ENCROACHMENT pk#ESS!Dy� �Qf ESS�Q 619.291.0707.291. COUNTY OF RIVERSIDE -"9( APPROVED BY: Q � (FAXKr19.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE PERMIT ANO/OR GRADING PERMIT HAS BEEN D, p 'q L. '� ENo)N o oMr,+cn rick.n`inaarin`.com INTERSECTION OF NEWPORT RD. SCHEDULE '8" ISSUED. h ?� RFti � O(�`V' Ba' San Diego River" s.cnm/nto Or.np Phenix T.00n & LINDENBERGER RD. A 1"IRON 1 7 �; P�' (y y I PIPE & TAG MARKED COUNTY IN THE PRIVATE ENGINEER SIGNING THESE PLANS IS 9 No.45702 CA1"i , z PREPARED UNDER THE DIR ON OF: CAP WELL MON. STORM DRAIN PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF I I Exp. 12-31-08 1 a&tj NO.C27678 E+ 1984 ELEV.= 1425.301 LINES C C 1 C 2 C 3& C 4 i DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE ALAN D. FRENCH DATE: S Exp.3/31/08 !i 54 OF 1 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `rl CIV11 �Q CIVIL ENGINEER SHALL S SOLUTION RESPONSIBLE OR DETERMININGANS N 4rF pE cA►.�Ec� -0 OF ``O ` ROGER L. BAL R.C.E. 27678 SCALE: FOR: W.O. COUNTY APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB RECOMMENDED BY BUREA AS ATE: C�l ` DATE: REGISTRATION EXPIRES 3-31-08 H: 1"-4O' V: 1'_ 4' FILE N0. 13(41 V u Al 1d50n-A CONSTRUCTION NOTES w�� WQ 6 w��Q DRAINAGE STRUCTURES SOUTHSHORE DRIPEN w - z O1 CONSTRUCT 36"RCP, D-1500 SEE SHEET 10 i°°�� z oz z „ Yo, N �WNXN; TL_L coo Q2 CONSTRUCT 30" RCP, D-1500 I SPACE JUOU U Q`J N �OMI� � N= ~� ' Z1nW W Q OOc.)N •-�O ao;� O ® CONSTRUCT 18" RCP, CLASS IV LOT M X= r- z r- m CL N Q -Z Ja N p PE N 6 _w NQ' ti N= Oo0 II _� U a0� v - xJ p �00 O U SO CONSTRUCT MANHOLE N0. W o v COO SPACE w w � U 9 �� U OM�tD� NmH Z�60 m ZooCr 1 PER RIVERSIDE COUNTY a cl�`+° `n + + x ,n �? v1 FLOOD CONTROL STD. MH251 �- N O O � Q • m U O " (Z + W ►n ; Go 62 PROJECT BOUNDARY �, 3 v m m N m d o II U LOT 3 88 `n ca `� 00 �' X° N ® CONSTRUCT MANHOLE N0. 4 PER RIVERSIDE COUNTY R/W w - J + (Dv o o -' C*4 °' W °'o w 00 m 00 .0 FLOOD CONTROL STD. MH254 00 U NN300 4 �� Nz +Z MNi-a ulW 09 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY PAVEMENT00 16 � :3� -' M 0000 , z LINE G STD. 300, W=10' LIMITS PER TR 30422-2 = LINE G1 00 ~ J 18" RCP 10 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY IMPROVEMENT PLANS 24" RCP 4 STD. 300, W=14' ❑ 3 1111021 CP TR 13 CONSTRUCT LOCAL DEP. PER COUNTY STD. 311. CASE C 1 uji 10 LZ 12' 12 13 14 W 14 HEADWALL PER CALTRANS STD. D-89, CONC. APRON FUTURE J 9 12, 1 5Z 15 3 mj 4/ PER RCFC STD. CH-333 - SEE SHEET 2 FOR DETAIL BOX CULVERTS 8 REC WTR 3 LIN 4 3 12 SWR 2' �Z Z �O PER TRACT 30422-3 36 RC 5 6 Qa •� ZZ 17 CONSTRUCT CATCH BASIN WITH MODIFIED REAR OPENING IMPROVEMENT PLANS PER APWA STD 314, CASE 1 - SEE SHEET 2 FOR DETAIL 10+50.68 LINE G I 1 2 1 too O { CONSTRUCT 42N RCP, D-1500 36" SD XING 8" REC WTR I cp RCP a 8 a: ,�, 2 V BOT 36'SD 1421.59 �_ ? z J LINE F3 00 `` U ❑ LINE TOP 8" REC WTR 1420.59 T 30422- . 9 ,Y,..... W 30" RCP 3 u Z m a r�iN 56 3611RCP a S �I �, `� PIPE PIPE . o ,� o U N Q J ; N v w 47 f+ co 6 25' TRACT BO I Zv - raw o O� wN�� N U U W d' UJ STATION POINT MH NO.4 LATERAL F3 A=69.558' :% 70' , 13=30" 10+95.40 LINE F= © C=3.6, D1=36", D2=42" 9+96.52 LINE F3 L=7.83' ELEV. S=1424.12 ELEV. R=1424.26 STATION POINT MH NO.4 LATERAL F3 A=74.510' %75' , B=24" 11+15.87 LINE G= © C=2.9', D1=18", D2=36" 9+97.52 LINE G1 L=7.83' ELEV. S=1422.72 ELEV. R=1422.87 STORM DRAIN DATA NO. DELTA OR BRIG. RADIUS LENGTH D-LOAD 1 NO' 00' 00" W 22. 75' 0-1500 2 A= 88' 56' 08" 50. 00' 77. 61 ' D-1500 3 N87' 16' 49"W 132. 96' D-1500 4 A= 8' 04' 30" 200. 00' 28. 18' D-1500 5 0= 1 5' 44' 23" 200. 00' 54. 94' D-1500 6 0= 10' 39' 19" 200. 00' 37. 19' D-1500 7 A= 7' 52' 33" 488. 00' 67. 08' D-1500 8 N17' 43' 20"W 13. 06' D-1500 9 NO' 00' 00" W 39. 73' D-1500 10 A= 89' 50' 31 " 57. 00' 89. 38' D-1500 11 N87' 16' 49" W 135. 16' D-2000, CLASS IV 12 A= 7' 58' 25" 275. 00' 38. 27' D-2000, CLASS I V 13 N78' 20' 04"W 13. 28' D-2000, CLASS IV 14 A= 8' 10' 46" 301. 00' 42. 97' D-2000, CLASS IV 15 0=10' 38' 53" 503. 00' 93. 48' D-2000, CLASS IV 16 N1 8' 12' 36" E 13. 60' D-2000, CLASS IV 0 Z II Mwz N N Z= c .� �' W U 1� V MIN SAND Qr �m N �oiv - "I- Wow J�o; ;rnm a_ Z m 1ti Q�. Q Q,no1NCN Wio�.X: p+Z W NN - N� CO .J �-O m a�Qww Z + 59 � wCO'W1W rn O y xJ Ox�U JZNWJ �Z OC,1n�- WC� �jli ,iZN O 0.31 BACKFILL _ - ' + N - ao Z �o - N N . Ii 10+22.10 BC - U o 0 uh - s °.�a0 ll')X= �U� NX - ZZ_ H '-W W = LINE G I 16.5 cc0`1 q.. ' U_tiaCUb�Q OM GO 6 NZ000 N �XN; �Z +_j + MZv v 00 m J±c+= -00 += ~-n MmH �NMoO i� �J R/W 84 R/W R/W R/W LIN G LINE F �c0 �w U.-NM�C7CJ OMco�)1 �a 5 56' 42" RCP I- F tD V + woo o 15' 54' 15' 36 RCP > W N 9 ALSTON LANE 1 10 .Y F SOUTHSHORE DRI o Oz vw 100-YR r'r-1co 10' 5' 22' (20') 5' (7' 5' (7') 22' (20') 10' 2. 18 18 6' N + z 13 100-YR W.S. CONVEYANCE (PRIVATE) 2,•, 2:1 ' 2% , % 14,4-r PER TR 30422-3 aLAKE a U a v; o f 17 ELEVATION EASEMENT ��LAKE 2% 2% 2% ?!��EDGE • �,' : 14 EDGE FUTURE •� •� �' z 420 1420 WATER M m BIKE PATH w w Mqk � L CC PROPOSED a a z PROPOSED / x W w PROPOSED z a a z PROPOSED CURB & GUTTER > > WATER SIDEWALK CROSS SECTION: Ci-C �� OUTLET + 1� SCALE: HORIZ. 1"=4', VERT. 1"=4' 9y PER LAKE CURB & GUTTER REC : > > � WATER SIDEWALK SEWER Q x�' LINE F: STA. 9+91.74 TO 10+37.44 '�/�Y�C. PLANS WATER STORM LINE G: STA. 9+82.36 TO 10+27.80 STORM r 2 STORM STORM DRAIN L6O' .0' DRAIN 7.0 7.0' DRAIN 12.0' DRAIN 7.0' LINE F LINE G DIGALERT (PER BGR 041312) LINE F 12.0' LINE G 12.0' TM 374 " PARKRIDGE LANE STREET SECTION (PUBLIC) PARKRIDGE LANE STREET SECTION (PRIVATE) BEFORE CAUTION: PLAN: LINE F & LINE G NOT To SCALE NOT TO SCALE 40 20 0 40 80 120 X-SECTION TAKEN LOOKING X-SECTION TAKEN LOOKING YOU DIG' EXACT LOCATION OF EXISTING DOWNSTREAM OF LINES F & G/ DOWNSTREAM OF LINES F & G/ 1-800-227-2600 UNDERGROUND FACILITIES IS DOWNSTATION OF PARKRIDGE LANE DOWNSTATION OF PARKRIDGE LANE UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1- 40 Callat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT 5620FIEGO,CA92M ROAD BENCH MARK: TRACT N0.30422-2 IP 060047 SHEET N0. SAN DIEGO, CA 92110 ESSI �� ESS�p 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: 19 (FN()619.291.4165 RIV. Co. B.M. M-14-63 IN THE TEE SCHEDULE '8" PERMIT AND/OR GRADING PERMIT HAS BEEN p, FR fit% L. B �C F onass�nro o ,�rrY rI,k...I....in..,. INTERSECTION OF NEWPORT RD. ON ISSUED. \`� �,P� EYE, �� OG q! iw«.Id. s.n.m«rw or.nN n+.«,e� Tuaon PIPE &ETAGRMARK D COUNTY IN THE PRIVATE ENGINEER SIGNING THESE PLANS IS PNo.45702 ti �� csyst PREPARED UNDER THE DIRECTION OF: CAP WELL MON. STORM DRAIN PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12 31-08 d No.C27670 1984 ELEV.= 1425.301 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE ALAN D. FRENCH DATE: it Exp.3/31/08 LINES F, F3, G & G 1 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY J'T CIV1\. �� Jj� CIVIL �� OF SHEETS q � � � ROGER L. BA R.C.E. 27678 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN A OF CA1 * •107 Off` SCALE: FOR: W.O. COUNTY APPROVABLBYSOHETION COUN AND REVISING THE PLANS FOR Y. DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB RECOMMENDED BY BUREAU VERITAS DATE: Of ��•�� DATE: REGISTRATION EXPIRES 3-31-08 H: 1"=40' V: 1"=4' FILE NO. qq JN 14590-B IF a �m 10 0. CONSTRUCTION NOTES 12 w 1'14,oP' H 4.39'LI 0, CASS V Ca'4F� O1 CONSTRUCT 36-RCP, D-1500 0100=6.28 CFS 010=3.85 CFS J. y(/R Q3 CONSTRUCT 24" RCP, CLASS IV i�sI R)9 CONSTRUCT 18-RCP,CLASS IV R/W 56, TFC4 �5 CONSTRUCT MANHOLE NO. 1 PER RIVERSIDE COUNTY y , FLOOD CONTROL STD. MH251 Q. C36i 63 O F�OODRCONTRO MANHOLE STD. MH254 PER RIVERSIDE COUNTY � � 0 / "RCP 3 v 3 Z W 10 CONSTRUCT -CATCH BASIN PER RIVERSIDE COUNTY �I� �� R/W „ 12 STD. 300, W=14 �/ 11 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY C 1 - _� "' LINE2 05 BC N STD. 300, w=21' = V ,. Z 4 Z a SWEETBRIAR LN r.. ETON COURT 12 CONSTRUCT LOCAL DEP. PER COUNTY STD. 311. CASE B . + R/W ) yQc� 4 "Sw 8"w LINE G NCO- L (PRIVATE) (PRIVATE) �W� e� �u a Z �1 � `� = NIT ZIi e N aQ R/ 86 wao�� awcrOpti X J zCD NCO—aNVUINi 3 r 0(D L3U JZ�� J 0=a0U 3 = ►-MM STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH D-LOAD 1 & 2' 15' 01 " 503. 00' 19. 75' D-2000, CLASS IV 2 A= 84' 01 ' 47" 45. 00' 66. 00' 0-2000, CLASS IV 3 N22' 53' 1 1 "E 5. 34' D-2000, CLASS IV 4 A= 29' 33' 08" 60. 00' 30.941 D-2000, CLASS IV 5 A=15' 53' 37" 488. 00' 135. 37' D-1500 6 A= 1 3' 1 3' 43" 612. 00' 1 1. 30' D-1 500 7 A=1 1' 3314011 612. 00' 123. 49' D-2000, CLASS IV 8 A= 4' 40' 07" 1921 . 00' 156. 53' D-2000, CLASS IV 9 N89' 54' 50" E 18. 39' D-2000, CLASS IV 10 JA= 47' 56' 01 " 100. 00, 83. 66' D-2000, CLASS IV 11 N63' 27' 44" E 40. 91 ' D-2000, CLASS IV 12 N42' 33' 31 "W 6. 47' D-2000, CLASS IV R/W 87 Nx= 3 FC'. oa .,; `" °O 3 co z— �'R r 1w_ U� o N R/W W�v� QYCc ppI,N R/W �, 155 1 NNN� +��Odi 134 135 z �� mao�U� 3.1 DRAINAGE STRUCTURE w Crr_ ' +-wool+O�TiVOO 136 JZNF-U =tiN �Z ~wM LINE F �(%JM — UNN300 OX- 3 I.-C) moo) of 0;c`n"Q 36" RCP V ti rnoa°oo UQ,o:4'0' 1 - Za) UJCOV - QQ' CDV) -n. J+= N00 ao Z I U.--�00 W X'z J Z N; �° 154 s ,, ?9NE F, o m o _ z J Q e" - _ �, ,RcP R/w 13 7 < -. STATION POINT MH NO.4 LATERAL F1 A=42.747'x 40', B=24" LATERAL F2 A=31.2320z 30' B=18" 17+01.10 LINE F= 9+95.02 LINE F1 © C=5.4', D1=24", D2=36" , C=6.5', D1=24", D2=36" 9+93.92 LINE F2 L=7.83' ELEV. S=1426.27 L=7.83' ELEV. S=1426.48 ELEV. R=1426.37 ELEV. R=1426.90 5 �N0 �-000 h'` R/W 3 - W ca o�oao W H 153 !C'3Q R/W R/W �, 8" WT 4 < 56' 152 - 7 !- 8" W - �0 - I � � 10 18 18 610 4 12 LINE F2 8 - 9 '1 1 47- a 2�� 2'. 2% w U- 18" RCP .1 U Z w w� xmV- 3 R/W w 3 LINE F OPEN `� _ w oZ Z co aN V)Nvi U a' PROPOSED < < z 0 dJ OJ Zr- JQ Ii= Nv 150 24 RCP SPACE w u- m 1 47 �vv 1 46 119 CURB & GUTTER > > WATER SIDEWALK °D oc` 00 x� CO w N 0� w�� 149 148 LOT N �Z r- I��aiN 1 20 SEWER v N ao ao - Ni o+Z a0 �0 w z II o!o ZZvoiN �''` Inc` of ow ZaoQw STORM �6�. STORM rJ F-+ J+ +Z tix0. X= Mw aow ZIn +w DRAIN + + J cn� 6 �� mz<C'4 0 �QNO arDZ °'Z �� No? MXNN LINE F LD NENG 7.0' DIG ALERT 12.°' TM �vloa:'.go: .--NmF- c'°' += o F— Nu0 �I , 5 0= oo C U�tD=a Oil N_ml- + + PARKRIDGE LANE STREET SECTION BEFORE CAUTION: CAUTION : J ~ N � I I U�N�;oa PLAN: LINE F & LINE G NOT To SCALE YOU DIG! 10 12 40 20 0 40 80 120 X-SECTION TAKEN LOOKING EXACT LOCATION OF EXISTING DOWNSTREAM LINES F & G/ 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1'L 40' DOWNSTATION OF PARKRIDGE LANE Cahat least 2 working days prior to excavating. VERIFY IN FIELD. N NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620FRIARSROAD BENCH MARK: TRACT NO.30422-2 IP 060047 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT SANDIEGO,CA92110 ESSI �QF �SS�Q 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: �Q �,� (FAX)619.291.4165 RIv. Co. B.M. M-14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN D. F Ey �. L. ISSUED. R NOndEexndG oat>'�rrY rlcken{ineerin{.com INTERSECTION OF NEWPORT RD. SCHEDULE '8"9 �`� ��' c� �� O�'� e4! awr�ae�a r PIPETAGRMARK GER D OUNTYONN THE PRIVATE ENGINEER SIGNING THESE PLANS IS Q No. 45702 ti " o PREPARED UNDER THE D TION OF: CAP WELL MON. STORM DRAIN PLANS rn RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 � No.C27678 1984 ELEV.= 1425.301 LINES F F 1 F 2 & G DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE ALAN D. FRENCH DATE: Exp.3/31/08 tt IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTYCF. 10MOVII6,01 OF APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY CIVIL �P Jf c1v1� �� SHEETS q ti ./%�. `t► ROGER L. L R.C.E. 27678 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN lF� CAS-�FC� •Q ` 0� SCALE: FOR: W.O. COUNTY Cr, ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB OF C11.�i DATE: REGISTRATION EXPIRES 3-31-08 FILE NO.qq7 �(,(,�(� APPROVAL BY THE COUNTY. RECOMMENDED BY BUREAU V RI S DATE: H: 1'=40' V: 1"=4' i1 .... _ . r TR CTION NOTES 10 11 12 13 14 15 16 CONS U Q1 CONSTRUCT 36- RCP, D-1500 N F 6 N z W O 5Q CONSTRUCT MANHOLE NO. 1 PER RIVERSIDE COUNTY � cr N z W I a `'' ow TLL I Z W N 6 FLOOD CONTROL STD. MH251 zo - > Q a: _j = W N N z W ,,n> W W_ Z r N N JN J W a_ C, >vz O Nz O F- zWz J J W © CONSTRUCT MANHOLE NO. 4 PER RIVERSIDE COUNTY a 0 Q W a_ a o a o -' aC z W W z_j_ ~ W FLOOD CONTROL STD. MH254 0 15 W w "o N Z dS a- M J m O ~ n_ zo o z `T z o J W 0) W w z rJ - z a_ a_ I W W W_ a_� 15 HEADWALL PER CALTRANS STD. D-89 9'x 10'x0.5' RIP r �� I v r �' z z F- U z a Z w C" m N z F- a- ~ _• _ o z m z ti o F- ~ W o J ul)r Q� = z O to J O�lX-� mU2 QQW M� Q~z U J j� J / / �/ NW O Ste' O (��../v/ RAP PAD, ROCK CLASS N0. 3, BACKING W/ FILTER �- r i m co ofl u W oo < > a: w + rn ro, o Q = MIRAFI 140 N OR EQUIVALENT t� �� 1�11 �` r�' J J �� J N c > o W W o O ""' w _j F- W BLANKET: C r _ o > 5 M 2 o a 2 ~ Q o WJ^0 ir-0 Cr a= Wa_ a W a:� �� ( TO BE ABANDON a+ + �u+io + + 20 ® REMOVE EXISTING 36"RCP STORM DRAIN a ~ mf . = aa`°- a'I- > �� _jN BY OTH R ~Q' ,� `�__ I.n O _jo EXIST 36" CMP PER TR 31629 STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH D-LOAD H NO'44'12"E 10.00, D-1500 NO' 44' 12"E 252. 67' D-1500 3 NO' 44' 1 2"E 216. 89' D-1 500 4 NO' 44' 1 2"E 45. 1 7' D-1500 5 N58' 24' 01 "E 29. 83' D-1500 Cr 3 =� oo �Wa_ mt"Z � �V)o �- - _ E S) cn� r r c)� 0(100)=27.80 CFS 21 REMOVE EXISTING HEADWALL � M I ~ ~ 4CP rn U_ o_ _ o W � a~ U � - - - ® SALVAGE & RELOCATE EXISTING 3' RISER (BY OTHERS) UJ N N ■ r w-- ------ __ W ® CONSTRUCT 42-RCP D-1500 ---------- 0-0 8"REC WTR - ------ --- ----------- WO_ ® CONSTRUCT 48- RCP, D-1500 0 m M - LINE E 1 48" RCP S UTH _ ORE D VE _ LINE E 1 LINE -8" REC WTR N LINE E5 _ = m © CONSTRUCT MANHOLE N0. 2 PER RIVERSIDE COUNTY 8" WTR �,� - 2 - - 3 - 42" RCP 364RC 30' RCP CD CONTROL STD.MH252 2�-� N ■ NN - ? uj M T R N N Lu 0 a- - ��`�� ,�' 5 LINE E1 CD 0 ....----•,---.�.�. �� 18"RCP � � ,� � HT 12 LINE GCONVEYANCE NUAKY 36" RC,. „ / OPEN SPACE LOT 389 R/W Wa_ 21 SCHOOLPSIOTEE NOT ACT U PART) EASEMENT 10+50.23 LINE �� E W� °O EXIST 36" RCP 8 SD XING 8 EC WTR PER BGR 041312 WATER QUALITY OUTLET B 48" SD 1421.77 zt° 1' PER LAKE PLANS TOP " REC WTR 1420 - JK' (TYP) 8 'RAP R/W i Z� A I _ ON D =K`W OPEN DRAINAGE STRUCTURES STATION POINT MH NO.4 LATERAL E2 14+77.12 LINE E= © A=60.O72 * rz60' B=36" 9+95.52 LINE E2 , C=4.9', D1=36", D2=42" L=8.53' ELEV. R=1426.16 ELEV. S=1426.14 STATION POINT MH NO.4 LATERAL E 15+30.79 LINE E= A=67.671':t 70' B=36" 10+00.00 LINE E5 © , C=3.9'. D#30", D2=36" L=8.43' ELEV. R=1426.92 ELEV. S=1429.90 �r 1 r � 2' (PER BGR 041312) N ; 3 + z Y` (TYP) SPACE M� PUBLIC �� R/W 3p' /W 72 ��.- SE SHE 11ROV 374 LAKE EDGE LOT 71 WIn ' FOR LINE E2 5 67 EMENI 6"GONG. CLASS 'B' 1015 5' 22 44 12' 10' 8' FUTURE 388 °0�; 15+41.44 LINE E '�'�'1 CONCRETE APRON DETAIL 100 YR W.S. BIKE PATH R/W' R/W 73 Zoc� 36" SD XING 8" WTR FG 1433.6 TEMP. 2 NO SCALE ELEVATION X N Cr BOT 3�6" SD 1426.69 TO BE CONSTRUCTED PER RCFC STD CH-333 70 o v TOP 8 WTR 1425.57 SEDIMENT PROPOSED N FUTURE BASIN O SIDEWALK z a z C GUBTTER + NF-CL CONCRETE SPILLWAY FOR > RECYCLED PARKRIDGE �vm� EMERGENCY OVERFLOW PER TR 30422 WATER TO STREET,SEE CONCRETE MASS GRADING vv WATER LANE PVT) APRON DETAIL ON THIS SHEET B G R 041312 STORM SEE SHE 1 8 FOR STORM DRAIN TO BE C N T T r - r 7.0' DRAIN 7.0, LINES F & G & CONNECTED TO MANHOLE BY r J rJf�r 6.0' SCHOOL SITE CONTRACTOR DIG ALERT SCHOOL o Z - �,, �� -r r SOUTHSHORE DRIVE STREET SECTION BEFORE CAUTION: PLAN: LINE E (NOT A PART) NOT To SCALE YOU DIG! 40 20 0 40 80 120 X-SECTION TAKEN LOOKING 1-8oa227-2600 EXACT LOCATION OF EXISTING DOWNSTREAM LINE E/ UNDERGROUND FACILITIES IS DOWNSTATION OF SOUTHSHORE DRIVE UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1 40' Calat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER "" _M20FRIARSROAD BENCH MARK: TRACT NO.30422-2 IP 060047 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT SANDA92110 F.SSI �pF ESS/p 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT � � APPROVED BY: Q � (F/ucK+19.291.4165 RIv. co. B.M. M-14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN D. FR 4 c�0 L, ��CCC QII FECRU NG OWANY �'�k•^ '^••r'^ INTERSECTION OF NEWPORT RD. SCHEDULE 'B - ISSUED. ��' c' �� OG e4! Sm cup RKW" s�«ft O-a Tumn PIPE DTAGRGE MARKED ?IRON 10 THE PRIVATE ENGINEER SIGNING THESE PLANS IS *No.45702 s% . j CD 7z PREPARED UNDER THE DIRECTION OF: CAP WELL MON. STORM DRAIN PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31 08 No.C27678 1984 ELEV.= 1425.301 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE ALAN D. FRENCH DATE: Exp.3/31/08 LINE E 16 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `> CIV1\. �P �� CIVIL OF SHEETS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4TF �� • .,/� ' ��► ROGER L. : W.O. L R.C.E. 27678 FORCOUNTY C?q%7 wk ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB °� cA��E ly �� OF CI►1.� DATE: REGISTRATION EXPIRES 3-31-08 SCALE: 01 APPROVAL BY THE COUNTY. RECOMMENDED BY BUREA VERITAS DATE: H: 1 40' V: 1"=4' FILE No. "= JN 14590-0 RI ry w 17 �Ll Tom- � '"zst ig a Q p m 5 a:. �om�. W HmQ^M� N FPS III-' S= J a..., E BtL it -1010i �-u r✓1 c i J ./C�2el'�F _ +Al N O 77 F-� v W w J do M -4- 7A I Fs.1AI R D�2000. CLASS I IV STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH D-LOAD 1 p= 29' 48' 44" 150. 00' 78. 04' D-1500 2 N89' 16' 13"W 45. 63' D-1500 3 & 9' 18' 10" 844. 00' 137. 04' D-1500 4 0= 7' 45' 39" 856. 00' 1 15. 95' D-1500 5 A= 20' 00' 35" 856. 00' 298. 95' D-1500 6 & 20' 53' 41 " 350. 00' 127. 64' D-1500 7 N87' 51 ' 06" E 23. 86' D-1500 8 N30' 10' 09"E 22. 35' D-2000. CLASS I V 9 N1 9' 28' 38"W 33. 78' D-2000. CLASS I V - q LINE E2 13 ►� �r-ttfHfy w w w U+ Z m c� 6 C 59 4 l _ 2 3 12 30" RCP _ 4 1q v : Z ix u-�� rn v + 9• xx DRAINAGE STRUCTURE LINE E 1 6I 9 1811 - I - - �'� z'` w U °° °° "' 1 f� W v 4 8L 2 zl 9l a/AA Y 15 00W =ti N QN W�N?� �w� 14+77.09 LINE E +z o w Nw wa JMo= OPEN Iw'-' 8" REC WTR ( L/NF cc- tea, v 1��BL�C� Sl ' 2 5 3Q�� ) J + + ``' + w �-z,vo mm ID PROJECT BOUNDARY � • R/W LLJ m 1 r- RT LANE PAVEMENT T = W I W N N `'' ,, w W F M `6 R/W PER TR 30422-2 IMPROVEMEN ? o. + Z + Z W o 73 3 04 PLANS. IP 060047 � = 0 - J - J z �� z U r. ,w 74 w LO 3 W N XNIn W-NI 7S 76 W�� m-NN0� w��3 zUow 77 x p _�� J 78 3 Z U O= O C%JD_ 'rho Z N oD o U ;; Lc; I 79 STATION POINT MH NO.4 LATERAL E3 LATERAL E4 10+82.22 LINE E= © A=60.561'--60' . B=18" A=69.793'� 70' . B=18" 9+96.52 LINE E3 C=3.9', D1=30", D2=36" C=3.4', D1=30", D2=36" 9+97.02 LINE E4 L=7.83' L=7.83' ELEV. S=1427.43 ELEV. S=1427.44 ELEV. R=1427.44 ELEV. R=1427.47 h io w0m 0 �u PROPOSED& GCURB R/W 2 �^ R/W 86 i�lySpgCEI S�, 6 18 1 8, 56' 28' , or389 R � 7 SOUTHSHORE DRIVE J + 00 93 Z �' w PROPOSED (PUBLIC 8 13 ± �000 80 z '` a z SIDEWALK RECYCLE :>: ll> :2 WATER SEE SHE 10 WATER Q SEWER • STORM 8 OPEN 6.0' DRAIN 7.0' 7.0' TO 6.0' '.� SPACE �� 12.0' DIG ALEPT w�� LOT390 TM ZZVI� 92 N 3 ��' CAUTION: PLAN: LINE E2 4 N M PRIVATE/PUBLIC ABOUNDARY SAXONY DRIVE (PUBLIC) SAXONY DRIVE PUBLIC STREET SECTION BEFORE I-_ a_ NOT TO SCALE YOU DIG! 40 20 0 40 80 120 �Mm0 (PRIVATE) X-SECTION TAKEN LOOKING 1-800-227-2600 EXACT LOCATION OF EXISTING DOWNSTREAM OF LINE E2/ UNDERGROUND FACILITIES IS ,� , DOWNSTATION OF SAXONY DRIVE UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1- 40 Calat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER s62oFMMSROAD BENCH MARK: TRACT NO.30422-2 IP 060047 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT OFESS/ sAIVDIEGO,CA92110 ESSI 619.291.0707 NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q� Q (FAX)619.291.4165 RIV. Co. B.M. M-14-63 IN THE TEE COUNTY OF RIVERSIDE PERMIT AND/OR GRADING PERMIT HAS BEEN p, FR �t�,0 'Q L• "C OIIdEB1t1NG ob4PANY rlckonlineoring.com INTERSECTION OF NEWPORT RD. SCHEDULE '8" ISSUED. 47 P� �' C7`V' e F San D1.6o Rn.r ia. s.er.m«ito onnp ►"Hm* Tumn & LINDENBERGER RD. A 1'IRON �No.457o2�y �� 4<< i PREPARED UNDER THE DIRECTION OF: CAP WELL MON. ARKED COUNTY IN STORM DRAIN PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS m RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.12-31-06 � i No.C27678 1984 ELEV.= 1425.301 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE ALAN D. FRENCH DATE: Exp.3/3V08 LINES E2, E3 & E4 16 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY %r• APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER REVISIONS COUNTY `� CIVIL �P S� CIVIL ! OF SHEETS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4T ' ROGER L.BA .C.E. 27678 ACCEPTABLE SOLUTION AND REVISING THE PLANS FORF DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB OF �'�� f�F CAI�� DATE: REGISTRATION EXPIRES 3-31-08 SCALE: FOR: W.O. COUNTY APPROVAL BY THE COUNTY. RECOMMENDED BY BORE U VERITAS DATE: H: 1"=40' V: 1"=4' FILE N0. im t O2 CONSTRUCT 30" RCP, D-1500 0o w TL Z Z Cm 3 0 ,� Q 04 - a, Lnn Z N w ® CONSTRUCT 18" RCP, CLASS IV oo I.i.I J J 1 5 ``' = v v o � i a M uj Z W z + ao + z = wm� z `''-�-v aw Q;w 50 CONSTRUCT MANHOLE NO. 1 PER RIVERSIDE COUNTY o -� ? () 8 W z Z o r ) =o U Z x U a r FLOOD CONTROL STD. MH251 i rn H .I z - � r t� 3 1 � � � 0° 0 m w � � w coil no r- ~ z _ m ~� 0 Z� Q _ �'� °°"_ � C N �:5 ii HO ND ROA © CONSTRUCT MANHOLE NO. 4 PER RIVERSIDE COUNTY Q w M ='�? + N w N m ao w ma N un � °�'. V o N w o v W _ (P�IBLIC) FLOOD CONTROL STD. MH254 F- z + M o + + o � • M ,� rh w ao M Ki 1h ln_1� _j TO JOZ +00mo O�3 UM �� O� M�F-Q_ +� O - _ _ _ - _ EXIST 36' CMP PER TR 31629 0(100)=27.80 CFS �a00D� 1 O9 CONSTRUCTCATCHBASIN PER RIVERSIDE COUNTY > o �'''-' oa0 a w w w + _ Qo w I ,` STD. 300, W=10 10 CONSTRUCTCATCHBASIN PER RIVERSIDE COUNTY r Q ^ � W ( TO BE ABANDON BY OTHERS) ITX SBE EMO�IED STD. 300, W=14 w 12 CONSTRUCT LOCAL DEP. PER COUNTY STD. 311, CASE B W V EXIT 24" RCP WOm-mom --EX - STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH D-LOAD 1 NO' 44' 12" E 14. 51 ' D-1500 2 NO' 44' 12"E 288. 75' D-1500 3 NO' 44' 12" E 231 . 65' D-1500 4 0= 22' 38' 43" 150. 00' 59. 29' D-1500 5 N21 ' 54' 31 "W 36. 24' D-1500 6 A= 47' 23' 25" 45. 00' 36. 85' D-1500 71 N45' 43' 47"E 20. 39' D-2000 CLASS IV 8 N77' 02' 1 2"W 85. 12' D-2000 CLASS IV _ 2 IN E C_5j,�- �, 2 8" REC WTR 6 X16 18" RCP v� CD CL - tF'�JJ _ _00_UTHSHPJ�DRIVE PUBLIC 2 16 5 W = .° Err 2 - - _ - _ -LIN �� 7 4 LINE E1 NN 8" WTR - 3 6' 4 �l 8 4 q O 10+33.18" RCP 8" WTR 1XINGE 18" SD JL BOT 8" WTR 1440.46 '-ICA,1 I TOP 18" SD 1437.44 3 NU "'6', CL CATCH BASIN E1 0 2 w ►+�� F 16+60.00 SOUTHSH - D 12 =mow 10+51.71 LINE E6 DRAINAGE STRUCTURES Z 18" RCP, D 2000, CLASS IV w R/W & TRACT o M i BOT 8" REC WTR 1440.14 wr Q 001 �, 0 8 REC WTR XING 18 SD W=10.0 , H=4.0 + BOUNDARY Iry STATION POINT MH NO. 4 LATERAL E 00 m 0100=1.24 CFS � Z o I) �' cv TOP 18" SD 1438.70 15+30.79 LINE E= © A=67.671'%70', B=36' 010=0.79 CFS 5 r U r U R r "' Q 0001W � N R/W 10+00.00 LINE E5 C=3.9', D1=30", D2=36" E o j (D LC) +'' > X °' " 30' L=8.43' I X3n WW - '- m `�' R/W FWTURF ELEV. R=1426.92 �� r1 J J L IPPROVEMENIb - ELEV. S=1429.90 -r r z cr w o W a ii a- _ ,- 15' 4 4' 1 r _ w o-i X �- I I I r t 10 5' 22' 12' 10' 8' STATION POINT LATERAL E6 LATERAL EXIST LINE F1 w �' 00 M w ``' ~ z a a oO " / % 2 MH NO. 4 .� .� TEMP. (NOT A PART) w w in Jo- v) w 11 3 1 � 2) � 2� 16+81.53 LINE E5- 6 w �-a J_ m a=Nauu 6" PROPOSED N FUTURE A=73.282 75 , B=18 A=35.653 35 , B=24 SEDIMENT z� i ii c� SIDEWALK CURB & 9+96.42 LINE E6= 0 C=3.6', D1=30", D2=30" C=6.4', D1=30", D2=30" z +- oo z c" mo 10+00.00 EXIST. . ' -' aom� ul� .a,~ > ,aoN": > RECYCLED T L=8.26 L=8.26 0o c,o �n GUTTER LINE F-1 BASIN 0 �;NN =zw f-o '` I I z a z ELEV R=1433.22 ELEV R=1433 55 N ELEV. S=1433.05 ELEV. 5=1433.25 PER TR 30422 a+o�Z�Z Jb U��Qo;; 76 1 1 WATER WATER MASS GRADING �+ rnQww Jam= ;; o0 BGR 041312 �1n w U °.-0�vv 38 NOTE: FOR EXISTING STORM STORM (L �ma� 59 DRAIN INFO REFER TO DRAIN o_ x � f- . F-- w 10 N a: a z m 12 118' TR 31269, IP 050015 7.0' 7.0' 56' v~i0Wa=U� 6.0' DIG ALERT ir-BOUNDARY R/W & TRACT BOUNDARY TY _ R/W & TRACT z SAXONY DR BOUNDARY HOLLAND ROAD(PUBLIC) SOUTHSHORE DRIVE STREET SECTION CALLFORE BEFORE CAUTION: PUBLIC PLAN: LINE E1, E5 & E6 EXIST STORM DRAIN X-SECITIION TAKEN LOOKING YOU DIG! SE SHEE4 11 40 20 0 40 80 120 IN HOLLAND ROAD DOWNSTREAM LINE E/ 27-2600 EXACT LOCATION OF EXISTING FOR LINE E2 SEE ST. IMPROV. PLANS DOWNSTATION OF SOUTHSHORE DRIVE UNDERGROUND SERVICE ALERT UNDERGROUND CO FACILITIES STO GRAPHIC SCALE 11" 40' PER TR 31629 Calat ba8t 2 working day8 prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620FRIARSROAD BENCH MARK: TRACT NO.30422-2 IP 060047 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT SAN DIEGO, CA 92110 ESSI ��F ESS/ 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN p, FR �t� L xaWElltido oMPANY rlck�n�in��rin�.com INTERSECTION OF NEWPORT RD. SCHEDULE '8" ISSUED. !� i G� ' B F w+� Rn�a. s cmn.nt 0"n.• PI Tin 8r LINDENBERGER RD. A 1"IRON �No. 45702 �y `_~' �° �< CAP WELL MOM. TAG KEO COUNTY IN STORM DRAIN PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS i� ca PREPARED UNDER THE DIRECTION OF: RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 No.C276781984 ELEV.= 1425.301 LINES E 1 E 5 & E 6 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE ALAN D. FRENCH DATE: Exp.3/31/08 Yt IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1 6 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `I% CIVIC. �� J� CIVIL �� OF SHEETS ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4T A4 �/ `t► ROGER L. L R.C.E. 27678 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR FOF CA1.�F� �� SCALE: FOR: W.O. COUNTY qq7 UU APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB RECOMMENDED BY BUREAU VERI S DATE �f ��1�� DATE: REGISTRATION EXPIRES 3-31-08 H: 1"-40' V: 1'-4' FILE N0. O JN 14590-B N C M NH>LE A _.... ;;. :;...: _. w ,. �.. . ,.:.. ;. ... _. _.... _ <, : <; .:... „ ;, _. _ _....: : ,.. ;. _ .... U. W. J ': _. . _ __ ;; ;: �: ;: _ __;.. `: v, : ;. ;. v � ;.,. ;_ Z _: :,,.. ... ;. ,: ,;. ,: _ .: Y :: oD .. �': � • :. ;: ,. ': ,. _,: ;: ;, {''# > Q .-: ... ��.. Z:: ,. Q W' _ ;.: .: � 3 ,y.. � . .:. M`. : ... �' ;. G3 m .. r l'V ;. _ P� _ ;: ,: _ _ _ _ _ :. _ _ . < ,: # .rr- �n 'W„ Z # �... .... >. _ _ _ .:._.. .::. : ,.:, ;.... ......... _ _ . i P; '; E l 1N S X T G F C SUR A F ; f ? __ z� } is Q _ + .a- r- o �" ;; ___ _ _ ;. l'V c.�. N 1� r a __ _ _....._ . ; ;, ` __ ;: ;: ;: _ ,_ ': ;; `_ _ _ ... ._. _ _: _ ..... _ _ .�. (`fl li . , �. W v k.. _ r r ;; .. �; a < .. ,. : I ! ' �-.`. -� -_ � 4*- = 4. � ..:,. :.. �.3 + ;... ;: >:.: . ,; ... .......... ;: : ;: _:. ,.. ,.,.. 4`J .,. 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' > '...::.... :,.:.... , : � O - U Q' .: M> N . .» N UO W _ .--. + ;; ;i Q ' N � ::.... > :.:.:::.i ":: ,. ,: _. ,: __ __.... s ; ;; ;: ;: C� U „ ..::. ,. ;: ,: ,. _ . l,Q tD ,,. +I ;; .- }, .- O qq,. CJ _ ,. __ ; _. _:. ,,. _ : ,. _ _ ..: ,:: W - ,Cif M :. . > f ;. ,: I t _ l0 + .. ;. ;, `.:. W ,. r ,.. ... + I ,... ;: :. ` ��.1 _ > „ .: ; t .. : _ ,.. ,� : ;. > ;: ;: ,. r � __ ': _ _ Z _. _.. s :: .�.: ...: >:: _.. I' W Z .. ::: ,:. :: :. .:::: : .: !: U ;: ; ;;. :. - _ ` _ ,: ;:.: I ;. ': J _ ,. >. ., : :__.. _ : ,. ::. < ;; ;; a _ _ Of • h O ,. _ _ ._ '' ..:.:::::: :..::.:... ..:.... ..::::...:.. : : i '_ _ _ _. O O _. _ __ _ ;. '! _ .,... !� ;. :: ,;: O .:.t7� : : : + � �- rF tv ,. ;; .-' ....:.,. : : .. : : ;;_ �� 1 ..9 LF 6 RCP 1 36 8 D 5 0 7 4 L � 5 24 CP:: _: __.: :_ ,::. ._. 5799 >ii ; . LF�2 RC 4 _ _ ,, _ _. . „:. : ,. SS : .: _ ; : :: _. ,.. ._,,_ ..Ct� _' :: < . __ :. ;. , :. ;: .: _ .: MA► N C OMM I A SS CI .. _: :: . .. _::. :: :.:. . .... , ,, ;;.. .;;. .:. ;...: < .. ;.:. . .. ;. _ : _: _ : Tel::.. O(�t 'T '.:. ;:.: : ;. i, ,.: :.:.::., .:...:. ■ :.... t ■ : ;:: .. :: :. .. _. ._ ,., , ..:. :: r� ;, : ;: ,_ I..:. _: g. `� 1= :::::. i:: .:.. V �. ,. ;: ;: ■ t '.... ..:1"� .� 4�. 4 .. : __ .: _ _ : ,� . : __ _ ___. ..............:....... ... .:::: r ;; : EE B E�0 __: F R `:PLAN ' '! 0 __ : S E E °OW F `R LA E $ L Q 10 11 12 10 CONSTRUCTION NOTES Q CONSTRUCT 36"RCP. D-1500 O3 CONSTRUCT 24"RCP, CLASS IV © CONSTRUCT MANHOLE N0.4 PER RIVERSIDE COUNTY FLOOD CONTROL STD.MH254 ® CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD. 300, W=7' WATER DUALITY TL T t3 � 13 CONSTRUCT LOCAL DEP.PER COUNTY STD.311,CASE C PER LAKE PLANS 8 N STORM DRAIN DATA ND. DELTA OR BRG. RADIUS LENGTH D-LOAD 1 N33' 58' S7"W 136. 98' D-1500 2 N33' 58' S7" W 27. 41 ' D-2000. CLASS I V 3 �= 30' 53' 12" 80. 00' 43. 13' D-2000, CLASS I V 4 N73' 59' 07" W 57. 99' D-2000, CLASS I V _ a 14 HEADWALL PER CALTRANS STD. D-89, CONC. APRON 1 -YR W = _ � � PER RCFC STD. CH-333 -SEE SHEET 2 FOR DETAIL ELEVATION N Q, J oo N COZQi�ON�;UtNi �� _�'"��"'�" DRAINAGE STRUCTURE UMW =Q1GO 10+00.00 LINE H � t 1 4 1 5 U � o; � o o � 1 9 STATION POINT - MH N0. �� 4 LATERAL H1 20.0' � + + Z = � o 0 11+38.68 LINE H- © A=40.00 , B=24 14 =14 PAD=1430.5 Jo�Wv " �--- 9+95.02 LINE H1 C=5.4', D1=24", D2=36" 5.0' 10.0' 5.0' � U.-r-�.Ntoo � 8 L=7.84 1.0' 4. ' 4. ' 1.0' 1 0 � 6 1 7 J ELEV� S_;423.10 z� 6 . R 423.03 P�AD�1430.6 1, 7.0, PAS=1430.5 �� y � � W • \ R/W � � �0� aQa � r�1� r � / � q a " `� ~ (PER BGR 041312) OPEN SPACE � -� C� � 1.5 374 I 2 $„ WTR � v, _ � � R/W 56 R/W MIN. LAKE EDGE LOT 385 3 q�, � _ _ 3 v' 10' 10' ROUGH GRADED 6' �, , FUTURE CONCRETE TRAIL - FINISH SURFACE � _ �� 3 �r, 12+14.52 EC W °� W 2•� 2, � 2:"� SEE PASEO PRECISE GRADING 36" RCP � 3 z w I H -, LL � -�- PLANS FOR DETAILS PAD=1430.E a? _�� P�' in z_ �•1 IMIT F 1 -Y AR � vZo� � � � CROSS SECTION: D-D CONVEYANCE EASEMENT o� ZJ�U g3, R/W PROD�wADLK � WATER PROPOSED NTS Q� �`�°.cNv; m g• N � � SEWER � CURB & GUTTER 1 � U��IL yM� ...J _= NN Z=� O 6 +z �QQ N � Jo N 7.0' \ �-� W 1 1 QW UO` L�cn �N .Uli ZZN� mZN- i l'n U \ MX�N U OUp2Nl0 n;pNoO H�n;UC��f.�poo �NHa UQN3�0 ii M �O •O u +vOO +.{.Z= ti N m ~ U N CD � N 3 � � FENWICK CI RCLE STREET SECTION DIGALERT 8 NOT TO SCALE TM 13 X-SECTION TAKEN LOOKING ��, PLAN: LINE H DOWNDSOWATIONE ON FOENWICK C RCLE BEFORE CAUTION: 40 20 0 4o eo t2o YOU DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS GRAPHIC SCALE 1'� 40' UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO CaNat Isast 2 working cloys prior to excavating. VERIFY IN FIELD. � NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620FR1ARSROAD BENCH MARK: TRACT N0.30422-2 IP 060047 SHEET N0. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT pFESS/ S,w��co,c�9211U ESS� 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT �� APPROVED BY: �Q� �� cFAX}6,9.z9,.ai6s RIv. co. e.M. M-14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN _a p, FR,(� t�, 'Q �� ENGINESRiNG Of+(PANY ricken�in..rin�.com INTERSECTION OF NEWPORT RD. SCHEDULE '8" ISSUED. V �� W� �'. �� (�`V' e,9 F s.nna� iw.r�ae S.e or.�. .ho«,bi Tiwa, • P y � y �O !� � PIPE NAG MEARKED OUNTRYaIN THE PRIVATE ENGINEER SIGNING THESE PLANS IS � No.45702 �^ ' �� PREPARED UNDER THE DI CTION OF: CAP WELL MON. STORM DRAIN PLANS RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 a No.C27676 � 1984 ELEV.= t425.301 L I N E H & H 1 DESIGN AND ACCEPTABILITY OF THE wORK HEREON. tuIARK BY DATE APPR. DATE ALAN D. FRENCH DATE: �t Exp.3/3V08 it � L� [N THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY � �' . V APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER REVISIONS COUNTY `� CIVI\. ��f' f� CIVIL ! OF SHEETS ENGINEER SHALL BE RESPONSIBLE FOR DETERfA1N1NG AN 7T �/ 't►� ROGER L. B R.C.E. 27678 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR FAQ' C►il\F� •�'� � �O� SCALE: FOR: W.O. COUNTY A��ROVAL DY THE COUNTY. DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB RECOMMENDED DY f3UREA VERITAS DATE: �f ��`� DATE: REGISTRATION EXPIRES 3-31-08 H: 1"-40' V: 1"-4' FILE N0. ��'� u _IN 1d50A-R ENTICA►L rs NO 3 .......... ........... . .. ........ ..... ......... d ....':... .:: V Z >:, _ Fr �s i.l Q. II x II . Mti cs >'00UCq. v. Q w � U. r- c� 00 HU" It .::: !C S=OX034 _ ..:...... Cf .::. 6 S N ry . - 100 YF -1�.81, CFI �0°- 4,� 100 2.80 FPS V . ;...... c 2.12 FPS .:.:.:: :::..: cl � =11.94 CFS _ I. - .10 CAS V -1 69 FP a S V1 a 13#.F .S.:.:. t3. Q S_ y .0 , N �( t,p v is URF'� > CO N� APRON: C T PAR RCF � _ FPS _:, T V ,off- v N _ on CH 33 152 C F >iaLMONU-^ rnQvNN , - 1 WZ� 1420., _ J J+. , RTQflG-REFE LAKE PLANS N- - Np ai• ='aa. '0o .; CL U is I Pt^tl1,am0C1 > .... �J0oaU-_0 . W Z ,.. r. ... .. _... _ . .... ..... .': ..' W Z W � J ?.j iLF.,.. oa r - 0 C p o0 + ' 4. 4. 1.0' PAD = 1431.1 7 PAD = 1431.2 LOT-43 - 3.0' 4.0' - LOT 44 X 0- oQ 1.5" ROUGH GRADED FUTURE CONCRETE TRAIL MIN. FINISH SURFACE - SEE PASEO PRECISE GRADING 36" RCP PLANS FOR DETAILS CROSS SECTION: E-E NTS DIG ALEPT Y BEFORE CAUTION: T: YOU DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Calat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE APPROVAL BY THE COUNTY. L rA 1< r (PER BGR 041312) 374 . . .,. 6.ID7 LF . 36; R D 1500 20.38 LIF 6 RCR 3_ 1 0 LAKE EDGE IE 36" RCP(OUT) 1421.6 -YR W. REVISIONS DRAWN BY: NZ/MRD CHECKED BY: RLB 44 N_ PAD=1431.2 Tw z O J ''1 1 36„ RCS 8 warn �°'0C) N cn ;NN �31: Q J w��Q _NNN WCO-Q - Z U O Z_ JZNF- 3 -i m QW°DWO` LL.V) (n5R 4q:aN= ZNa: 0X=N MZOZNLqUW NHa_ =_1Na0MUU F- 0Za=wO +rn vOO rnV) += F-a. .4 UcDNNX�011 cdou 11 �NmH 0v00 -NmF- J+GoJQ II �� 45 U��QN;00 46 47 R/W iW LI ul 8" SWR 8" WTR N 43 0-/ w 41 40 N 06 39 38 PAD=1431.1 + Z O- F- J 42 11 J i 00 aow cn-"' 0 R/W j +z ZW ow aw�UJL0 N �J QZNZ mZC-4 \ / a_JN_j =J 1 _Ip II M U O _ .v 'OI`r:Z ~M�OCa)O�- ZHr -.0 UNtQ0L)0- i 16 FALL RIVER LANE "_ (PRIVATE) ��J JN�J�O 11 00 HN��Q Ur-.-QM�00 g 10 13 Z PLAN: LINE 1 40 20 0 40 80 120 GRAPHIC SCALE 11" 40' SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620FRIARSROAD BENCH MARK: TRANSPORTATION DEPARTMENT �pFESS/p SAN DIEGO, CA 92110 ESSI 619.291.0707 APPROVED BY: (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE �C POINMUNG OWANY reckon Ineerin .com INTERSECTION OF NEWPORT RD. L. B,q �` so clan Rkw" 0 o" Tuam & LINDENBERGER RD. A 1' IRON PNo.45702 ti ' =� �� l� = PREPARED UNDER THE DI CTION OF: PIPE & TAG MARKED COUNTY IN • . c.� � CAP WELL MON. Exp.12-31-08/0)GIAfift iA*41, No.C27678 1984 ELEV= 1425.301 APPR. DATE ALAN D. FRENCH DATE: Exp.3/31/08 COUNTY CIVIC. �p S� CIVIL ��' 4rF � CAL�F�� Q� ROGER L. BA R.C.E. 27678 4 t%'t� OF \�0 SCALE: RECOMMENDED BY BUREAU VERITAS DATE: ��` DATE: REGISTRAT ON EXPIRES 3-31-08 H: 1"=40' V: 1"=4' 50 W zW 12" SWR Z Q g� 1- cr- � Q cQ:.:, .� F-r Q ;R 'OE 49 tNG . J ^ e a N . J .- V- q. O a J H + - r - aD N M a. �.? ..: _ _ )AAA%r 10 V OPEN SPACE LOT 387 a STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH D-LOAD 1 NO' 05' 27" E 92. 75' D-1 500 2 A=25'56'35" 100.00, 4 5 . 2 8 ' D-1500 3 A= 13' 505 9 " 200. 00' 48. 04' D-1500 4 I N11' 4 6 ' 58"E 20. 3 8 ' 0-1 500 5 N41' 28' 43"W 60. 88' D-2000 CLASS IV CUF DRAINAGE STRUCTURE STATION POINT TRANSITION LATERAL 11 A=53.261'z- 55' , B=24" 11+87.77 LINE I = STRUCT. *3 C=4.5', D1=36", D2=36" 9+95.92 LINE 11 ® L=5.84' ELEV. R=1424.02 ELEV. S=1423.99 R/W R/W 14 ALSTON LANE STREET SECTION NOT TO SCALE X-SECTION TAKEN LOOKING DOWNSTREAM OF LINE I/ DOWNSTATION OF ALSTON LANE TRACT NO.30422-2 IP 060047 COUNTY OF RIVERSIDE SCHEDULE '8 - STORM DRAIN PLANS LINE I & I1 FOR: W.O. COUNTY FILE NO. SHEET NO. 14 OF 1 6 SHEETS O JN 14590-B 44 L rr .9 T F o -� o.. - 1 q F� CP: D 50 O is ... _ . 1��..... �... �� .__,..� I 1 _ ,� __�� ®F.� lam. _ .�.� _ .. l I ../.1..... _ .. i .... .... .: I __ _ __ I _. OW FQF 10 TRACT 30422 BOUNDARY R 3 J 1 J5) I I TEMPORARY SEDIMENT BASIN EASEMENT LIMITS CL CATCH BASIN 1 10+21.29 LINE K= 49+37.00 HOLLAND ROAD W=14.0'. H=3.62' 0100=4.66 CFS 010=2.87 CFS CL EXISTING MH 48+99.71-2.86 RT PER DWG NO.4-832 SEE BELOW FOR PLAN TR 30z�22-2 FUTURE PARK SITE 375 VALLEY WIDE MAINTAINED R/W STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH D-LOAD 1 N45' 22' 23" E 5. 93' D-1500 2 N45' 22' 23" E 39. 04' 0-1500 3 N45' 22' 23" E 25. 07' D-1500 4 - N45' 22' 23"E 42. 68' D-1500, EXIST. 5 N14' 40' 55"E 6. 24' CLASS I V, D-2000 6 A7 N39' 37' 37" W 5. 00' 12" PVC N89' 37' 37" W 5. 00' 12" PVC EXIST 36" RCP, TABLE FOR REFERENCE ONLY, TO BE CONSTRUCTED DURING MASS GRADING PER TR 30422, BGR 041312. TRACT J0105 - - - L MH NO. 1 ' O S=O. 1 1 10+81.14 LINE K 5 ---1()+51.40 INE K 5 Q EXISTING EDGE 5 11 RCP171N�)104 LINE REMOVE EXIST CONCRETE COLLAR R/W R/W 0 OF PAVEMENT EXISTINGP & 36 RCP PER TR 30422, BGR 041312 0 118 1 5 9' 9' 0 33" RCP JS *2 ^ 1 16, = f 5 0 46 47 48 49 50 STATION POINT 7 51 52 53 V ?� m _ 10+10.53 LINE K J '�Q EXDGE OF ISTING EXISTING 33" RCP �F-I'is 10+00.00 LINE K-STA PT m ? 2% 2% 2 PAVEMENT % 1' a. 8° TRANSITION STRUCT *3 w TRACT 30422 BOUNDARY P� (TYP) 8 0 v EXIST 12" WTR HOLLAND RD. �C,o4'C TIE-IN & CUT 0.6 LF EXIST 33" RCP OD PER TR 30948. DWG NO. 4-832 EESAWCUT LINE SIDEWALK 2, _ EXISTING PAVEMENT ....:..::.:..::....:....:.....:.:...... (TYP) - ---------------- - - - - - - - TYPE A-6 CURB - - - - - - - - - - - - - C C � - 6"GONG. CLASS 'B' �_ \��'�Cl � /----------------- -------------- C--------- � ----- C - EXIST. TRACT 30105 �� EXISTING 18" RCP �/ STORM CONCRETE APRON DETAIL I PER DWG NO.4-832 EXISTING 4' CB DRAIN PER TR 30948 49+46.33 HOLLAND RD R/W I Z 6.0' NO SCALE NOTE: FOR EXISTING STORM c�I � PER TR 30948 PER TO BE CONSTRUCTED PER RCFC STD CH-333 r t� :� J 1 J I I I I DDRAIN INFOIREFER TOP 030095 r t� `� J -1 DWG NO. 4-832 TR 30948 II II � I ? � PLAN: LINE K I I 0 DIG ALERT I I ; ' 40 80 120 ► I 0 TM 40 20 o I I I HOLLAND B ROAD (PUBLIC) 0 (L C) STREET SECTION CALL GRAPHIC SCALE 1"= 40' NOT TO SCALE BEFORE CAUTION. X-SECTION TAKEN LOOKING DOWNSTREAM OF EXISTING 33" RCP YOU DIG! EXACT LOCATION OF EXISTING DOWNSTATION OF HOLLAND ROAD 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Callat least 2 working days prior to excavating. VERIFY IN FIELD. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620FRMROAD BENCH MARK: TRACT NO. 30422-2 IP 060047 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT c SMI DEGO,91.070 CA92„U FSSI �O`ESS/ 619291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q (FAX)619.291.4165 RIV. Co. B.M. M-14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN D, pL. aw�1 o1dP rlckon{In.,rin{.com INTERSECTION OF NEWPORT RD. SCHEDULE '8" ISSUED. �,P� RE�'%� ��' V� ' eq F Son tea. a. � Tumon & LINDENBERGER RD. A 1'IRON P `' �° << 15 CAP WELLAMMARKED ON. COUNTY IN STORM DRAIN PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 45702 ►A^ �� c� rrn PREPARED UNDER THE DIR CTION OF: RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 NO.C27678 1984 ELEV.= 1425.301 LINES K & K 1 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. LAR BY DATE APPR. DATE ALAN D. FRENCH DATE: sr Exp.3/31/08 sr IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 4 APPROVAL OR DURING CONSTRUCTION, THE PRIVATENGINEER REVISIONS COUNTY `> CIVIL �r S� CIVIL ��'bla OF SHEETS , • 0 `1(► ROGER L. B R.C.E. 27678 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN )eOF ChOf Off` SCALE: FOR: W.O. COUNTY 941 , / ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: NZ/MRD CHECKED BY: RLB �F C1►1.�� DATE: REGISTRATION EXPIRES 3-31-OS FILE NO. u APPROVAL dY THE COUNTY. RECOMMENDED 6Y BUREAU VERITAS DATE: H: 1"=40' V: 1"=4' 4AGon—G 100 YR W EtEV ` i7 ... ...„... . ` T ST 1H HEA►D. E COLT P R RAMS �T C N IWE 10 R/W ; r . . - - -t .. . --- ., .. : .. _ - 4 .. , " 1 '. ,.]...., - . /. ..... 1.1. I. 19.6C1.'CFS .�.:1. : . : . ... .:= ..:1.:. :. - 11 3 .69 ;:1. FF� S _ _. N .. :: .. ;: a 0. :: Qoo 20 98 :;CFS= 1 Q,o . 3 CFS : N _s,. - V 4. +o . 8 N : :.... V -2.2T q FPS . : . . O Q... _ . - .1 C.IFS .:...... -� -1 .. (�,� .� 8_ CF S :: Q' li.. .: .111. :.. :. :: - . 3.36.. FFS .. - V2. . 3 :. I• PS N : cN 1. 1Du c0 >o, - I. I- - .. ... 2�.06 FPS . . ._ ....::.: v • ......._. . _ . 1._ .-, .....k- N v r :__ _ .... 3 �� .. a� .... . _ Q_ .. I. . t0 • F- _: v T I . -� U Z .. ,. NF-- - M I� V //yy Li ,: .: . r .: .+ ; UR-U t a_ r N� 0�01 ,N :, :.5 .....::. v : N .�.:.:. _ I 11 . . :. 12 I rn IZ :: l:: . - t ._ q� v '; f�? tD aD .H - :: .. . O sWV'v Z : W1. - - .1 .:..... :: ,:._ _ . _... - - ,....:, • - r .. i$3 N: } + qE? CI `- N. +�t N ..... . fr- _. J �> : .:::::.:: �1 ................. N ........ O : ._ ..........__ (►J a--. v. ,r v ,r- ..... .. ... N '. '::. .: {� ::. - :....:.. i� l it .-. % . . 0 J ii3 . . . U - N 0p O m F*- ....::.. . " I _ LIP.v .- .. _ _ {n v s - _ ,..1.v '+ F- 0_ O. ... ...... ;; : > :. . ,. N CO . , ' F- .1. .::,:. ,: :... Io I w It.1 ap }r-. g 0 , .: .. w : m F- . m . .. :. :. ... J }-1 .. - J p U w U _ z i.. L 133.33 LF-42" FALL RIVER LANE STREET SECTION NOT TO SCALE X-SECTION TAKEN LOOKING DOWSTREAM ON LINE D/ UPSTATION ON FALL RIVER LANE R/W 74' R/W 15' 4 4' 15' 22' 22' 5' 10' 2% _ 2% % PROPOSED LN,_I z z SIDEWALK D CURB & GUTTER a WATER Zr 9 SEWER STORM 6.0' 7.0 DR IN 6.0' C LAGUNA VISTA DRIVE SECTION NOT TO SCALE X-SECTION TAKEN LOOKING C DOWSTREAM ON LINE D/ a a DOWNSTATION ON LAGUNA VISTA DRIVE 0 U ° U 1 a aJL DIG ALERT o TM 0 v N CALL ° m I 11 BEFORE N CAUTION: . YOU DIG! EXACT LOCATION OF EXISTING a a 1-800-227-2600 UNDERGROUND FACILITIES IS 0 UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO a C N Callat least 2 working days prior to excavating. VERIFY IN FIELD. 0 Y � l NOTE: o N WORK CONTAINED WITHIN THESE PLANS SHALL I Qm NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN a m ISSUED. IL `g THE PRIVATE ENGINEER SIGNING THESE PLANS IS 'aV..RESPONSIBLE FOR ASSURING THE ACCURACY Of MARK BY DATE a u,; DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ENGINEER g' n 08 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE -" ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN DESIGNED BY: CPE , a > a 'AAPPROVAL ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR _11< BY THE COUNTY. 0 7� ' a.. 1. N N, .., N ,- -. p t o .. O� `o h 14 m ._ _ fl1. Z 4!3 +tr .,.. N M.... t..., N =li Qa 07 1� u . LaT1 r Q J .... .... i *Q- : > b x= . 40 0* I , _:;,� OQ z �'fl- _. �OQ fRAQE__. __W + . Q __ . .4fJoJ . '.."...."�<. ..... .... ... .... .. : ... � ........ I . 1j.: .............. . . , " . ,. . , 04-YR ........... :: .. ....... . :: ...... . .. : ......... .. : ....... I ... 1 1 ........... ''.." .... ....... 1 ...... I . ., ,. � I �� ....... I......, .. .......... .. I .. .. .. .1t EXi TING S 11 I ..L11FAE =942: CFS "° ... f{S . _' _ 0# . - .a F S {� .. . 6p.CFS.... �, 2.....•20 FPS V� 1.85 FP5 . 00 6.70 CFS -...... :. V,� 13 _ .-FPS H ..: ....::., :::.::. ..:.::. .:: >. .. :::. a: ..::., ::,::... ...:.:.: :..... .... W: .� z. . .:_. ::..: ::::::: �..r J' v C3 N�n M :: �1 :..:. .. 4_...�.:. +::'. J" . -e ._.N Q >+ _ . W :,::.X... Ip.. ' m I~ �N . ..... ..... .. ... .... ..... _ '- �; r N .-•. •N �: 1. �' �J .:.:::. ;:::::. .................. ..... ..... I ........ �,f M� I 1. I .. M� �M . :: .. N + I � .. ,�1I ♦i F.. . __ 11-.1 ..... 111- ..... ..... .�., ......... ��..U.1: ...... _.._.._----- ........... .1 .... . . ... � .1 I I I - ... ............. .. 1. 11 . 11, .. .1-1 I 1- - ...... I'll, 17�._ ... _4 . .. .. ... .... .. .. �.''.. .... :1 . . : � , , � , - :, , , , . r, . I I - . + . I I . .1 .. I 1 . . 1, 1. � .� � ,: . . .. .. .. .... . .....3 .6.1,..,,L.....29 .R..P.....:. _ ... I .. . . . . . : : : : i: I. , . . . .. . : ---I 1 1 �2„ - c w o z o z� m` z � V d U-I - 24" SD XING 8" SWR W +- H_ MJ p� U 0 " > TR �J �+ SD 1424.73 �va�xNc;i1 Urnop=~~� Now 94 TOP 8'BOT 4SWR 1419.27 N �= F- .M v • + N� J� a,n.0 .,O o6q_o rj pNNo�o viz .ClCATCH IN U�o`nF-a_ "�o�Q oo w�� 14+89.95 LINE D= 0000 J + 00 ll ,z g 9 15+26.00 WHETSTONE CIRCLE -MOOF- U'_vnaca0 6 J0ox Ri►y 8''S p X N N > 24" RCP, D-2000, CLASS IV \ �' � ° v = y>Q i W=14.0 . H=4.56 \ 11 z # zZ 1W U + V) rj,Go � 0100=11.60 CFS, 010=7.13 CFS 2 24 J O °0 Nc0011 WATER QUALITY OUTLET ti Z � N CO F- !y PER LAKE PLANS 42NRCP 2 11 00 = • in LINE D Sz N O N N v =1CP F- STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH 1 N67' 23' 20" W 30. 20' 2 A= 65' 17' 31 " 90. 50' 103. 13' A= 1 ' 28' 1 7" 844. 00' 21. 67' 4 N2' 10' 59" E 66. 99, 5 A= 27' 01' 27" 50. 00' 23. 58' 6 I3 0= 54' 08' 21 " 50. 00' 47. 24' 7 N87' 48' 13"W 87. 89' 8 A= 67' 12' 06" 45. 00' 52. 78' 9 N20' 36' 07"W 34. 47' 10 N2' 14' 57" E 36. 611 11 N45' 44' 26" W 33. 23' 12 N48' 18' 42" E 18. 09' CONSTRUCTION NOTES LINE 7.20 BC �2r�/, . I j - a W + � �, ss�� 24" RCP B,, J O2 CONSTRUCT 30"RCP, D-1500 Q- O 0' O ~ C_j + � ,,�0 4 Rc'O `� cA2 N� � 3 � /W 21 5 l� � � Q3 CONSTRUCT 24"RCP, CLASS IV 10+07.00 LINED ,�tiP�y�VLV 4 9 , �/ 4 V W 04 CONSTRUCT 18" RCP, CLASS IV s -��0,`Q- � ,�'hh0 �2,, ��I - 2 1� NFL rF Raw cb- °� W �- ©CONSTRUCT MANHOLE NO. 4 PER RIVE \, a `� v ��P�A�ti <y�� RCp� e�4,Xe6 C Z Q FLOOD CONTROL STD. MH254 14 TW=1426.32 x , `� P,�, �� Q Q- ti ti G- TOT SO'�9 214 6Z O ®CONSTRUCT CATCH BASIN PER RIVER p`b0'� .I -.1 '1 P`L �L O OA 29,;-/N�%VF STD. 300, W=7' A X r I 'QAoQ o*AU '�ti �o V, -`Q m` � S 6 e2y,X 1?�SSOc �2�0 � a 10 CONSTRUCT CATCH BASIN PER RIVER 4i '" 5 p Jzti - "� k. 2 �_t 70 3 T O/ SO y.Q r9 S " STD. 300, W=14' (PER BGR 041312) o Q r ca y., O 0A 2 �� If y,Q f- N. 12 CONSTRUCT LOCAL DEP. PER COUNTY 344 Q a A s , r •9 LAKE EGDE �.� �Jp• ,��"� x�� o 0 VTR ry �y'T _ 13 CONSTRUCT LOCAL DEP. PER COUNTY �G v�o�►� v O �, 32xB�q�, 92 `ASS 13 CONSTRUCT MODIFIED LOCAL DEP. PE TRACT BOUNDARY vP .OHO ," �' �'�`'� "�<v O 1� 2g9x6� 3� 'S' •`S x ;q F-- ?,\, Q ",�" I O,�74V, A00 ,c�Nq`s/ 21 3 STD. 311, CASE C: 6' APRON (S), 10' Al o),� o,�L o, 0 •O- •O� q�FOO 14 HEADWALL PER CALTRANS STD. D-89, 100-YR W.S. ELEVATION 8 13�'�� •,,��0�%�O 373 v x 0``99lnNy`9,200� R` DRAINAGE STRUCTURES PER RCFC STD. CH-333 -SEE SHEET 17 Op�.o e?9'S >> C fir- I �F,Q 17 CONSTRUCT CATCH BASIN WITH MODI FALL RIVER LANE TOA .I?.-- tiN s 4r0�`gss�q', 2 60 97 STATION LANE D= OINT MH N0. 4 AA28 38L�30'. B=24" PER APWA STD 314. CASE 1 -SEE SI (PRIVATE) '2's�Oc r?,s 'SB0 ` 130 9+93.82 LINE D1 © C=6.6',,D1=24", D2=30" ®CONSTRUCT 42 RCP, D-1500 L=8.53 R �98,? OR cFS ELEV. R=1423.16 ELEV. S=1423.15 � 93 PLAN: LINED STATION POINT MH NO.4 LATERAL D2 LATERAL D3 11+41.73 LINE D= (:�)A=46.42 �ry• 45 . B=30 x A=47.63 50• , 13=18 40 20 0 40 SO 120 9+94.21 LINE D2 C=6.2', D1=30", D2=42" C=4.7' D1=30", D2=42" 9+95.71 LINE D3 L=8.13' L=8.13' ELEV. S=1422.52 ELEV. S=1422.95 GRAPHIC SCALE 1'" 40' ELEV. R=1422.58 ELEV. R=1423.08 SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620FRIARSROAD BENCH MARK: TRACT NO.30422-2 IP 060047 TRANSPORTATION DEPARTMENT c SAN DIEGO, CA 921 1 0 11 QppFESSIQy� �OrESS/o 619.291.0707 COUNTY OF RIVERSIDE `9( APPROVED BY: Q , (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE D. FR �� !_. '( NOINEERING OMPANY ilcken4lne�rin4.com INTERSECTION OF NEWPORT RD. SCHEDULE 'S" y �P� , �� V� Bq 0-s.�„m.naonw a n,o.nk Tug & LINDENBERGER RD. A 1 IRON PNo.4s7o2y =' �� l� = PREPARED UNDER THE DI CTION OF: c IPE wEL�AMONAED COUNTY IN STORM DRAIN PLANS Exp.12-31-08 ''� 0 NO.C27678 Q 1984 ELEV.= 1425.301 APPR. DATE �x * ALAN D. FRENCH DATE: * Exp.3i3voe * Q, We LINES D, D 1, D2 & D3 REVISIONS COUNTY `P> CIVIC. �� &rh' CIVIL �� ROGER L. L • R.C.E. 27678 FOF CI►of * OF CA��DATE: SCALE: FOR: W.O. COUNTY DRAWN BY: NZ/MRD CHECKED BY: RLB RECOMMENDED BY BUREA VERITAS DATE:4* REGISTRATION EXPIRES 3-31-08 H: 1"=4O' V: 1"=4' FILE N0. q LANDSCAPE ARCHITECTU VALLEY WIDE ST PH.2 Tract30422m2 MENIF L PLANS EETSCAPES CA. C NT X HOMES CORPORATION INLAND EMPIRE DIVISION KEY MAP is I I � I I W RO CKPORT ROAD co W Z w �►� .y-11-i `- n ' -I } ' x C� iL�Ti. Uj TRES LAGOS DRIVE aI i� NE TRES LAGOS DRIVE „W ;> W IO 0 SAXONY DRIVE 717 c r; HOLLAND ROAD NOTE: DIG ALERT WOW CONTAINED rI17FIMi 7NESE PLANS MALL NOT COMAENOE UN1I1L AN 9 CROACHIKHT PERNiNT AND/OR WADING PERIAT "AS BEEN TN CALL. BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS YOU DIG! RESPONSIBLE FOR ASSURNrG THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WOW HEREON. pMM IN THE EVENT OF DISCREPAHM ARISING AFTER COUNTY 1-8W-227-2600 APPROVAL OR W04C CONSTRUCTION THE PRIVATE sHALL ®E RESpSIBLE FO�t DETERMNNING AN UNDERGROUND SERVICE ALERT ACCEPTABLE So1.UT,0N ANDoNREVISING THE PLANS FOR Call at least 2 wor dng days prior to CxcliVaft. APPROVAL BY THE COUNTY. N.T.S. UNITY MAP I ROAD _—� 217HMLAM DR. — mn LA8 TRACT No. 3042 mROAD S _____�� -__-__ ITI NORTH NOTE: SEE RIVERSIDE COUNTY THOMAS BROS. GUIDE MAP, 2001 EDITION, PAGE 868 GRID G2,G3,H2&H3. TOWNSHIP-6S, RANGE-3W, SECTION 1$2 ENGINEER: RICK ENGWEERMiG COMPANY 5620 FRIARS ROAD SAN DIEGO, CA 9211 O, P: (619) 291-0707 F: (419) 291-4165 a � P S 441 No.45702 M 11 Exp. 12-31-08 L-IDATE REVISIONS COUNTY srgT CI v il- F F CAL\ � TRANSPORTATION DEPARTMENT APPROVED 4� ALM D. n"NCH 1 !'OMMEH _ __ r 1 y. I a. Site wopw door and it' s. i. P.woornbucNon oordwence 7 days N. Prerrafi 11no k sloftliorI aI* V 46 hoots III. CotlboNar itAVANOan 48 hours IV. LAarllt Nn* and "NUI W bISINNOWn 48 hours V. Cownl®s No 48 ham V1. Final kupacton 7 days b. No held wwpa ftw wN corn~w w*ws momd drawir p am outlwtit and aradllbis for obsarvellim upon nquNt by d» Owrwl% r as__ a. Recluse for iltspa mw a WAM bwr 46 hart Police in b. C.txltt=W nwol be an oft for w mepedlow C. Any work not ac hpielled what iropookar arms which wrs rs* illlftd for, shah be, bOW fo If1Nr oankiw4w at ow cu"wt Irtsps vrIs tale (L AnV wodc carMi ftd vllavWA irk dr aWo r* OW bo ram, woosed at 'Phicw al snot d ft . a. col r shw call 1w I op ado , kw ow foNdwb its L FirW gradirig 0. Vlleai-OMMI Brlt s>n Ni Tme and sloub WpwA IV Tres aid shnA pitlrt t pits V. Finish Wade prior to hFdrw►aaadkrp A Fb* MapscO*n 8. lhtbllnilllsf+st a. AN aftuftft shw ba agx~ w" tb days ai w WOW Of ftwiftd aortaaL b. Catlbad 00 uk" ft iarA N *Bm but not *# iAd ID. I. Phritlt Il'Ir1lil1, pipW of pwahass with NM1d nutwatiaw arrtl ffu�Mr N aim for 0. AN soil awlstl M . Soil r V. Labsis 1br oA hs+aloild w4 ludimm used A Hoio- sgl n* GENERAL NOTES 1. ALL WORK SPECIFIED HEREIN SHALL BE PERFORMED PER APPLICABLE LAWS, ORDINANCES, AND REGULATIONS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO SAME. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE LANDSCAPE ARCHITECT. 5. CONTRACTOR TO PROVIDE A NINETY(90) DAY MAINTENANCE CONTRACT TO BE PAID FOR BY DEVELOPER. 6. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED CONTRACTOR WITH A C-27 LICENSE OR GREATER. 7. THE CONTRACTOR SHALL BE RESPONSIPLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951)955-6885 FOR PARCEL MAPS AND TRACT MAPS 8. APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA WITHIN COUNTY ROAD RIGHT OF WAY ONLY. NOTE: "tMGATION LINES SHOWN ARE SCHEMATIC. LINES ARE TO BE WITHIN PLANTED AREAS EXCEPT WHEN CROSSMIIt3 PAVING TOTAL VALLEY -WIDE LANDSCAPE AREA: 927210 S.F. NOTE: APPROVAL BY THE TRAMWORTATION DEPARTMENT IS FOR THE AVAWIVITHSI COUNTY ROAD RIGHT OF WAY ONLY. 2462 Dupont Drive . Irvine, California 9261 2 949-476•8616 T 949-476-8707 F www.bgb-inc.com CENTEX HOM 1265 CORONA POINTE COURT CORONA. CA. 92879 CONTACT: AVERY KINTNER P: (9S1)479-9369 F: (95111372-2819 SHEET INDEX COVER SHEET 1 IRRIGATION MASTER PLAN 2 IRRIGATION PLAN 3 IRRIGATION PLAN 4 IRRIGATION PLAN 5 IRRIGATION PLAN 6 IRRIGATION PLAN 7 IRRIGATION PLAN 8 IRRIGATION PLAN 9 IRRIGATION DETAILS 10 IRRIGATION LEGEND & NOTES 11 IRRIGATION LEGEND, NOTES & DETAILS 12 PLANTING PLAN 13 PLANTING PLAN 14 PLANTING PLAN 15 PLANTING PLAN 16 PLANTING PLAN 17 PLANTING PLAN 18 PLANTING PLAN 19 PLANTING DETAILS 20 PLANTING DETAILS 21 ENTRY MONUMENT CONSTRUCTION PLAN & DETAILS 22 IRRIGATION SPECIFICATIONS 23 IRRIGATION SPECIFICATIONS (CONT.) 24 PLANTING SPECIFICATIONS 25 MAINTENANCE SPECIFICATIONS 26 AMERICANS WITH DISABILITIES NOTES 1. ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUMS ALLOWED BY THE AMERICANS WITH DISABILITY ACT ACCESS GUIDE (A.D.A.A.G.) IN ORDER TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH A.D.A.A.G. AND IN THE EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT THAN SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE ENGINEER BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. 2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHIASES OF WORK RELATING TO A.D.A.A.G. ACCESS FOR THIS PROJECT. SINCE THE CODE POES NOT ALLOW FOR A CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCFEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY A.D.A.A.G. ARE, SUBJECT TO REJECTION BY THE COUNTY AND MAY BE REQUIRED TO BE REMOVED AND REPLACED. 3. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OI MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUB -CONTRACTOR DURING GRADING AND CONSTRUCTION OF THE PROJECT, THE CIVIL ENGINEER OR SURVEYOR ASSUMES NO RESPONSIBILITY FOR FINAL ACCEPTANCE OF A.D.A.A.G. RELATED ITEMS OF THIS PROJECT BY THE COUNTY, ANY OTHER AUTHORITY OR OTHER AFFECTED PARTIES. COMPLIANCE WITH A.D.A.A.G. CONSTRUCTION REQUIREMENTS WILL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUB -CONTRACTORS. NOTE: VALLEY WIDE APPROVAL OF THESE PLANS IS VALID FOR A PERIOD NOT TO EXCEED SIX MONTHS. AFTER SIX MONTHS, THESE PLANS ARE SUBJECT TO REVIEW. ALL WORK MUST CONFORM TO CURRENT VALLEY WIDE STANDARD GUIDELINES. CONTRACTOR SHALL MAKE ARCHITECT AWARE OP ANY CHANGES TO THE STANDARDS PRIOR TO INSTALLATION. BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 I µ NONE HOLD HARMLESS S INDEMNIFICATION CLAUSE o01811A m AiOM Till AMNE =1 wrMum FOR All 3K roIDIlIOI1B 1I MIQ flE c61111K aF COINI411111C?NN OF TM MI&W, 1iA1W AID Wf K IJ1 1 TO NWK TNNtM MIA Ate ANT TINE CONiNINCW SU 0lfEllp, NMNW, Alp NO 1K 8111WIPRIM AE WAFf W LOCAL AWN= Alp 1K LVWAFE OEBNIBI IYII M l*NM W Alp ALL W MLgy F" 01 AI1M, N I0111C In pill THE PENN NEE or M a TINS FNOM, ocrim FOR Ulm AMID MN 301E MOM W X w0MvKVGlA cmfY or Li M AMMIL M AID TINE LANBlm tiNlNN�t. N r E -v 0 cV VALLEY WIDE RECREATION & DARK DISTRICT jfl E a Samuel W. Date: N TR 30422-2 IP 060047 NO. fl COUNTY OF RIMMUE N THE LAKES 1 N N o� VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 OF SHEETS COVER SHEET co Nw. VL& couanr y DIG ALERT rn CALL BEFORE YOU DIG! 1-800-227-2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED NITHIN THEW PLANS SMALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. �� O�ESSJgyI4 P No. 45702 ti^ Exp. 12-31-08 �Tl\qT CI V 11. 1® o a a o IM TRANSPORTATION DEPARTMENT BORTHWICK GUY BETTENHAUSEN APPROVED BY: 4 ?r 7 G 4 i o rt G; ' i v .. • I f vn o, L. fi 0 n I :. 9 2 :i 1 ci4 476 E,6* 6 T 949 476 i`1707 F r.:+.-w.hu1) ir.c.tom ff //•26 -07 ALAN D. FRENCH DATE: CLIENT i) .N><Ni CENTEX HOMES 1265 CORONA POINTE COURT CORONA, CA. 92879 CONTACT: AVERY KINTNER P: (951)479-9569 F: (951)372-2819 r� R W J Z 311Hd g 3fVHd m N W f O A N on S NO ei N NQ A Ni R A 13�1hM Jilla@y g� qg qq qg g qQ qg qp Y po l �, �, b h �, :r :v b :v h iv a :r h �, :v : b t• E, a v 3 o d i3 e 3 � .f o o � � � • e $ 3 fill, 10 is � �nmd z �nw g �v►w 0 250 500 750 1000 SCALE 1 " = 250' NORTH BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 IbUALL' V NONE TR 30422-2 VALLEY WIDE RECREATION & PARK DISTRICT // • 5 -o-7 Date: 060047 I sir NI COUNTY OF RIVERSIDE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 IRRIGATION MASTER PLAN w.o. Immly OF 26 SHEETS u- 0 0 04 N cV E m 0 a� M 0 0 tV N N C6 w cn N totl tltttt l \ 100 I I I CALLOUT LEGEND OWATER METER CALLOUT CONTROLLER CALLOUT OX CONSTRUCTION NOTE REFER TO SHEET 17 FOR SPECIFIC COMPONENT INFORMAITON DIG ALERT nr CALL BEFORE YOU DIG1 1-800-227-2600 UNDERGROUND SERVICE ALERT Chi at least 2 world g days prior to excavating. NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. NOTE: WOW CONTA"M *7H1N MeN PLANS SHALL NOT 00k*ENCE UNML AN OiCROACHMEIT POW AND/Olt GRADIIP PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSILE Fdk DETERMINING AN ACCEPTABLE SOLUTION AND REVISM THE PLANS FOR APPROVAL BY THE COUNTY. �0fE5Sl� No.45702 Up. 12-31-08 \�4 CI V I�- rF CAOF�// HOLLAND ROAD IRRIGATION CONSTRUCTION NOTES (valley wide phase 2): 1 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 3. RUN NINE (9) 12 GUAGE CONTROL WIRES FOR VALVES NUMBER 16A15 THROUGH 16A24 AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB —OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE. LID FOR FUTURE IDENTIFICATION. ALSO INSTALL AN ISOLATION VALVE BEFORE CAP AS SHOWN ON PLAN. TRANSPORTATION DEPARTMENT APPROVED BY: AS &._ .') &%" • e? ALAN D. FRENCH DATE: 1(-I -0 RECOMMENOM Y 2462 Dupont Drive . Irvine, `California9261 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com CENTEX HOMES 1 M CORONA POINTE COURT CORONA, CA. 92879 CONTACT: AVERY KINTNER P: (951)479-9569 F: (951)372-2919 NOTE: SEE SHEETS 10-12 FOR !IRRIGATION LEGEND, DETAILS a NOTES 0 20 40 60 80 SCALE 1" = 20' BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 H: 1 "=20' W. NORTH VALLEY WIDE RECREATION & PARK DISTRICT ._E, TR 30422— 2 I P 060047 COUNTY OF RIVERIE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 IRRIGATION PLAN -. 3 OF .26 SHEETS CALLOUT LEGEND OWATER METER CALLOUT aCONTROLLER CALLOUT OCONSTRUCTION NOTE REFER TO SHEET 17 FOR SPECIFIC COMPONENT INFORMAITON NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. al ALERT NOTE: MIOIUC CONTANifD IMRMN 'THESE PLANS SHALL NOT CCMMIENCE UN% AN ENCROACFMBNT PERMIT AND/OR GRAONIf PQMW HAS KEN nr �. CALL BEFORE THE PRIVATE ENG04M SIGNING THESE PLANS IS YOU DIG! RESPONSBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY -800-227-2600 APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE i% DETERMMrNdG AN UNDERGROUND SERVE ALERT ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Call at least 2. working days prior to excawting. ANAL BY THE COUNTY. L�pp? OFESSIp�,, �i NO.45702 Exp. 12-31-08 TF CI Y iL HOLLAND IRRIGATION CONSTRUCTION NOTES (valley wide phase 2): 1 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 3. RUN NINE (9) 12 GUAGE CONTROL WIRES FOR VALVES NUMBER 16A15 THROUGH 16A24 AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB —OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. ALSO INSTALL AN ISOLATION VALVE BEFORE CAP AS SHOWN ON PLAN. TRANSPORTATION DEPARTMENTAPPROVED I BY: WICK GUY RETTENHAUSEN 2462 Dupont Drive • Irvine California 9261 2 949-476-8616 T 949.476.-8707 F www.bgb-inc,com LW 24r 0 02 ALAI D. FRENCH DATE: CUNT CENTEX HOMES 1265 CORONA POINTE COURT CORONA, CA. 92879 CONTACT: AVERY KINTNER P: (951)479-9509 F: (931)372-2819 C PLATE: SEE SHEETS 10-12 FOR IRRIGATION LEGEND, DETAILS i NOTES 0 20 40 60 80 `% SCALE Igo = 202 NORTH BENCH MARK: RIVERSIDE COMITY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENSERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 H: 1 "=20' w VALLEY WIDE RECREATION & PARK DISTRICT W. Date: TR 30422— 2 I P 060047 COUNTY OF RIVERSIDE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. W422-2 IRRIGATION PLAN w a cau m CD 04 ti C'4 CV M c>3 OF 26 SHEETS E .G W f II Jill i(�( I 171 ( (( ( (I REGIONAL PARK PER ((((((!I(((II SEPARATE PLANS ( (( (I (( ( \ _=_______.._�__.� ---- =__ — — ----------- — — — _— —+—=i= =; — --- ---- === _ I TR.O.W.---------------98-V1��----_ -------------._---.--==--_ _ _=Z8t�l --- --O.W.-------------- --__ ------------------._..__ �= _ _ ------------ - �`--- -- -- -- ---` — _.�� - 1 IN III! �-SIM f _ • �� PUBLIC `' ~ 7.6 8.3 SIDEWALK 1 OA11 1 OA1 .• C.L. R.O.W. CALLOUT LEGEND OWATER METER CALLOUT aCONTROLLER CALLOUT OCONSTRUCTION NOTE REFER TO SHEET 17 FOR SPECIFIC COMPONENT INFORMAITON 61 NOTE: 62 HOLLAND ROAD MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. NOTE: DIG ALERT OMTAOM wnFMN TNE9E PLANS s� NOT ENCE COMMWft AN EI NAMT PERMIT AND/OR ORADM PERMIT HIM OEEN TM tssum. CALL BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS YOU DIGJ RESPONSELE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTA6IUTY OF THE WOW HEREON. fit, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION THE PRIVATE UNDERGROUND SERVICE ALERT AECCRBEASOLLLUEORESAP9F"mm NFGOiTHDE EPLMNMS FGORN Call at tmt 2 work ng [days prior to excavat a. APPROVAL BY THE COUNTY. / qfOEssla�\ y�� pN o. '`RF,y �► �i No.45702 Exp. 12-31-08 CIVIL E QWF CAL�F�� 3 4 io 7.3 OA1 IRRIGATION- CONSTRUCTION NOTES (Valle • A C.L. R.O.W. VVICjP_ nhn.gP_ %)' 1 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 3. RUN NINE (9) 12 GUAGE CONTROL WIRES FOR VALVES NUMBER 16A15 THROUGH 16A24 AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB —OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. ALSO INSTALL AN ISOLATION VALVE BEFORE CAP AS SHOWN ON PLAN. TRANSPORTATION DEPARTMENT BORTHWICKI N1. APPROVED BY: 2462 Dupont Drive Irvine, California 92612 949-476-8616 T 949.476-8707 F www.bgb-inc.com 94001 _fAA4Vm&_z &.,D 7 D. III DATE: CUNT CEN1`EX HOMES 1265 CORONA POINX COURT CORONA, CA. 92679 CONTACT. -AWRY KIN'TWO P: (931)479-9569 R (931 i372-2il12 PT. B FUTURE SCHOOL SITE PUBLIC SIDEWALK NOTE: SEE SHEETS 10-12 FOR IRRIGATION LEGEND, DETAILS S NOTES 0 20 40 60 80 SCALE I" = 201 NORTH BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENSERGER ROAD. V IRON PIPE TAG MARKED COUNTY IN CAP WELL MONUMENT 1964 ELEVATION 1425.301 �— — ' 3et--? 1IIIOWN01U;l VALLEY WIDE RECREATION & PARK DISTRICT W. Date: TR 30422-2 IP 060047 COUNTY OF RtVERS1DE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. W422-2 IRRIGATION PLAN w.O. dd lllfY SHEET NO. c c 5 C c c OF 26 SHEETS 1 1 ti OA2 C.L. R.O. W f -- PUBLIC SIDEWALK PURGE VALVE R.O. W, PT. B CALLOUT LEGEND OWATER METER CALLOUT CONTROLLER CALLOUT OCONSTRUCTION NOTE REFER TO SHEET 17 FOR SPECIFIC COMPONENT INFORMAITON I i I I I I I i I I i I I I I I I I I i I I i I I I I i I I I I I i I I I I I I I I I I I i I I L — — — — — — — — — L — — — — — — — — J I I I I FUTURE SCHOOL SITE L --- -� • -'� L. 4— •% b 7.1 ! _ 0A1� ;}`s, 2 We HOLLAND NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. NOTE: DI� L E WOWOONTANIED NItFNN 1HE9E PLANS SOIL NOT UN AN 84CROA04IMT MUT AND/GR GWDW PENMIIT HAS BEEN TM ISSUED. CALL BEFORE THE PRIVATE ENGINM SIGNING THESE PLANS IS YOU DIGI RESPONSIBLE FOR ASSURING THE ACCURACY W Me" AND ACCEPTAEOILIW OF THE WORK HEREON. 1 -$00 2�7'-2 00 IN IHE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSIRUCTION THE PRIVATE ENGINSHALL BE RESPONSIBLE Fdk DETERMINING AN UNDERGROUND SERVICE ALERT EER ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Cal at least 2 wvd ng days prior to excavat ft. APPROVAL BY THE COUNTY. L©E5Sl r No.45T02 Exp. 12-31-06 { BY I DATE . DATE �x ENOWEER REVIISONS COUNTY ? CI V ► qrF �• CA1. o t _ — r 1 fj _^- •q d. •I =mwu 70 IRRIGATION CONSTRUCTION NOTES (valley wide phase 2): 71 1 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 3. RUN NINE (9) 12 GUAGE CONTROL WIRES FOR VALVES NUMBER 16A15 THROUGH 16A24 AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. ALSO INSTALL AN ISOLATION VALVE BEFORE CAP AS SHOWN ON PLAN. TRANSPORTATION DEPARTMENT BORTHWICK GUY BETTENHAUSENI APPROVED BY: 2462 Dupont Drive • Irvin.e, California 9261 2 949-476-8616 T 949.476-8707 F www.bgb-inc.com a&�-b zi DRAM BY: Jeff Kmm ALAN D. FRENCH DATE: CST CENM HOMES 1265 CORONA POINTE COURT (Ak CORONA, CA. 92679 Y CONTACT: AVERY KININER P: (951)479-9569 RURFAU%OMTAS F: (951)372-2819 R.O.W. A SIDEWALK C.L. R.O. W. E r&A NOTE: SEE SHEETS 10-12 FOR IRRIGATION LEGEND, DETAILS & NOTES 0 20 40 60 80 SCALE 1" = 20' NORTH BENCH MARK: RIVERSIDE COUNTY TR 30422— 2 r c 75 N ti N r N E L cM N VALLEY WIDE RECREATION & PARK DISTRICT .n Cr Date: C I P 060047 SH r NM o BM M-14-63 IN THE COUNTY OF RIVER�E N T INTERSECTION OF NEWPORT THE LAKES 6 N ROAD AND LINDENBERGER � ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 2 MARKED COUNTY IN CAP * OF 26 SHEETS WELL MONUMENT 1964 Tr. 3a422-2 E ELEVATION 1425.301 IRRIGATION PLAN n s- • M: 1 "=20' rYRi v: rllr°'T1 ZZA , o ft'j s R.O. W �L I I i i CONCRETE MOWCURB AT PROJECT LIMITS PER VALLEY WIDE STANDARD DETAILS - SEE DETAIL LP-8 ON SHEET 20 1 I r------------------------� I I I i I i I I twaft O O X U Q) W LL I I I I I I I I I ( ( I I I I I I CONCRETE MOWCURB AT PROJECT LIMITS PER VALLEY WIDE STANDARD DETAILS - SEE DETAIL LP-8 ON SHEET 20 I i I i I i NOTE: DIL E ITT WO.W CONNTAHM WTFMH THESE PLANS WMI HOT COMM04 E UW L AN ENCROAClM MT PERMIT AND/CR GRA W PERMIT HAS ON TM no". CALpL� BEFORE THE PRIVATE ENGINEER SIGNM THESE PLANS IS YOU DIIsI RESPONSIBLE FOR ASSURING THE ACCURACY OF t� DESIGN AND ACCEPTABILITY OF THE WORNE HEREON. 1 -SOD 227- 0 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PRIVATE t-► ENGINEER MALL BE RESPONSINLE FOR DETERMINING AN UNDERGROUND SERVICE ALERT Ac wTAeI.E sa.UTION AND REwsw THE PLANS FOR Call at least 2 vr%Iitirlg days prior to excavating,APPROVAL BY THE COUNTY R.O. W. MATCHLINE - SEE SHEET 8 t. I RINI mmw'� 4 3 d IS • � z } } tPr 4 e I jy f i C.L. PT.B R.O.W. I. iE PUBLIC SIDEWALK ` I' I.Mid 12—' MATCHLINE - SEE SHEET 6 CALLOUT LEGEND OX WATER METER CALLOUT Z E CONTROLLER CALLOUT OX CONSTRUCTION NOTE REFER TO SHEET 17 FOR SPECIFIC COMPONENT INFORMAITON NOTE: IRRIGATION CONSTRUCTION NOTES (valley wide phase 2): STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 3. RUN NINE (9) 12 GUAGE CONTROL WIRES FOR VALVES NUMBER 16A15 THROUGH 16A24 AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB —OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. ALSO INSTALL AN ISOLATION VALVE BEFORE CAP AS SHOWN ON PLAN. MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. TRANSPORTATION DEPARTMENT Ess;±c APPROVED BY: r y • • N0.45T02a&. Q Exp.12-31-08 ALAN D. FRENCH DATE: C . BY DATE DATE .0 �} ENGINEER SONS COUNTY s�qr cIv>�. P��p if •0 F cA��F° Y . . 2 46 2 Dupont Drive Irvine, California 9261 2 949-476-8616 T 949.476-8707 F www.bgb-inc.com CENTER HOMES 1265 CORONA POMITE COURT CORONA, CA. 92079 CONTACT: AVERY IQN7NER P: (9 i1)479-9509 NOTE: SEE SHEETS 10-12 FOR IRRIGATION LEGEND, DETAILS & NOTES 0 20 40 60 80 N, SCALE 1 " = 201 NORTH BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 I S .;ALL: H: 1 "=20' V: TR 30422— 2 WNIM VALLEY WIDE RECREATION & PARK DISTRICT �7 U w I1-5-0-2 Samuel W. G Date: IP 060047 COUNTY OF RIVERSIDE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 3N22-2 IRRIGATION PLAN t1 N n N r N_ E .c 72 L t� 0 04 cV V_ c CV SET NM O 0 7 cq OF 26 SHEETS f z \. ?`; 1 1 A 434 4 .1 CONCRETE MOWCURB AT PROJECT LIMITS PER VALLEY WIDE STANDARD 1 DETAILS - SEE DETAIL LP-8 ON SHEET 20 ' 77 79 78 76 O.W. i 1 5 7.0 ` - 1 fiA5 ...•. PUBLIC > > SIDEWALK _ 14 C.L. PUBLIC CALLOUT LEGEND OWATER METER CALLOUT CONTROLLER CALLOUT OCONSTRUCTION NOTE REFER TO SHEET 17 FOR SPECIFIC COMPONENT INFORMAITON 15 .. CONCRETE MOWCURB AT PROJECT LIMITS PER VALLEY WIDE STANDARD DETAILS - SEE DETAIL LP-8 ON SHEET 20 NOTE: MAINLINE TO BE INSTALLED 18 BEHIND BACK OF THE BIKE TRAIL. DIG ALERT NU It: WORK OONTAmw vim THESE PLANS 911ALL NOT CO MtME UNTE. AN EIlOROAd1AE11T PERIAIT AND/OR GRADING PERANT HAS BEEN TM ISSUED. CALL BEFORE THE PRIVATE ENgNEER SIGNING THESE PLMIs IS YOU DIGI RESPONSIBLE FOR ASSumb THE ACCURACY OF DEEM AND ACCEPTAWTY OF 1HE WOW HEREON. IN THE EVENT OF DISCREPANCIES ARISIM AFTER COUNTY 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION THE PRIVATE UNDERGROUND SERVICE ALERT A ABLE SHALL �+cFOk OEM"SFFOR Call at lest 2 wori mg days prior to excwatkv. APPROVAL BY THE COUNTY. «. 16 SAXONY �J fA 75 LOT 389 OPEN SPACE 9.4 16A7 16A8 17 74 I 1 I I I I I I r---------- F- ---------� I I I j I I L—J 1 1 I I I I I I I i 1 I I F------------------------ J I I i I i I IRRIGATION CONSTRUCTION NOTES (volley wide phase 2): 0 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 3. RUN NINE (9) 12 GUAGE CONTROL WIRES FOR VALVES NUMBER 16A15 THROUGH 16A24 AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. ALSO INSTALL AN ISOLATION VALVE BEFORE CAP AS SHOWN ON PLAN. TRANSPORTATION DEPARTMENT � _ Essr WICK GUY BETTENHAUSEN INZ7 APPROM BY: ' 2462 Dupont Drive •. Irvine, California- 9261 2 p� 0' FRF , - 949-476-861 6 T 949.476-8707 F www.bgb-i'nc.com CS y / • ?6 hO i No. 45702DRAWN BY; Jeff Krws Exp.12-31-.08 ALAN D� DATE: CLIENT CENTEX HOMES I M CORONA PMTE COURT s� cl V IV �p -0 CORONA, CA. 92879 qTF w0F Y CONTACT: AVERY KINTNER P: (951)479-9339 MATCHLINE - SEE SHEET 9 73'' /III 4w J R.O.W. , ti oar II SIDEWALK PROJECT I.D. MONUMENT —J 19 SEE SHEET 22 FOR CONST. f#` C.L. PUBLIC SIDEWAL CONCRETE MOWCURB AT PROJECT R.O. w LIMITS PER VALLEY WIDE STANDARD DETAILS - SEE DETAIL LP-8 ON SHEET 20 FUTURE SCHOOL SITE I i I I I I NOTE: 3EE 314EETS 10-12 FOR NtRIGATION LEGEND, DETAILS S NOTES 0 20 40 60 so SCALE 1" 201 NORTH ,�►�,'_ BENCH MARK: TR 30422-2 RIVERSIDE COUNTY r I i 0 W O rrZ^ �J Z 0 v , MATCHLINE - SEE SHEET 7 / II 'T I l-fir j \�//�//'�% o CL�... / / zL LL. i ' T g co L T ° N M N VALLEY WIDE RECREATION PARK. DISTRICT E N Date: IP 060047 sFET N0° BM IW-14-63 MI THE COUNTY OF RIVERSIDE Q N T INTERSECTION OF NEWPORT Q N ROAD AND LINDENBERGER THE LAKES N rn ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 2 * MARKED COUNTY IN CAP Tr. 30422-2 OF 26 SHEETS WELL MONUMENT 1964 E ,. ELEVATION 1425.301N- IRRIGATION PLAN �, 1 —20 Flop' w°o° V: ° q tjME, ma - DIG ALERT TM CALL BEFORE YOU DIGI 1-800-227-2600 UNDERGROUND SERVICE ALERT Cali at Fast 2. worirlg days prior t8 excavating. NOTE: rIORiCC CONTAINED WMIN 7HEK PLANS SMALL NOT COMENOE UNTIL AN ENCROACHMENT PMW AND/OR GRAOMN6 PERMIT HAS BEEN NMMD. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AM ACCEPTABILITY OF THE WORK HEREON. IN 1HE EVENT OF [XSCRE7ANCM_8 ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE F6k DE'IIM MNC AN ACCEPTARE SOLUTION AM REVISING THE PLANS FOR APPROVAL BY THE COUNTY. �I{ I• # f} � � r MATCHLINE - SEE SHEET 8 TRANSPORTATION DEPARTMENT �9 IFESStp�,_ APPROVED BY: Q N0. 45T02 y ` Exp.12-31-08 ALAN D. FRENN DATE: CIVI �TF OF RECOMMENDED Y DAIL �W ri MA 2462 Dupont -Drive .- Irvine, California 9261 2 949-476-8616 T 949.476-8707 F www.bgb-inc.com CENTER ROWS 1265 CORONA POINTE COURT CORONA, CA. 92M CONTACT: AVERY KINTNER P: (951)479-9569 P (951)372-2819 r_1 IRRIGATION CONSTRUCTION NOTES (valley wide phase 2): 1 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 3. RUN NINE (9) 12 GUAGE CONTROL WIRES FOR VALVES NUMBER 16A15 THROUGH 16A24 AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE STUB —OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. ALSO INSTALL AN ISOLATION VALVE BEFORE CAP AS SHOWN ON PLAN. NOTE: MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL. CALLOUT LEGEND OX WATER METER CALLOUT CONTROLLER CALLOUT OX CONSTRUCTION NOTE REFER TO SHEET 17 FOR SPECIFIC COMPONENT INFORMAITON NOTE: SEE SHEET310-12 FOR 1IRRIGATION LEGEND, DETAILS & NOTES 0 20 40 60 80 SCALE 1 MM = 202 BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDEN€ERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1964 ELEVATION 1425.301 I WALL: H: 1 "=20' w TR 30422-2 VALLEY WIDE RECREATION & PARK DISTRICT COUNTY OF RIVERSIDE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 IRRIGATION PLAN `Tol /! - 5 -0-7 Date: OF 26 SHEETS LL. T N I` N N E m m -1 m N A T_ N r' >r N f�1 N N N o� E r PVC LATERAL USE 45 EL GRADE IN PLANTER GRADE IN PLANTER GRADE IN PLANTER GRADE IN PLANTER UNDISTURBED SOIL TO DEPTH PER SPECS. LATERAL LINE UP TO GRADE 10' ROUND VALVE BOX RECTANGLE VALVE BOX COMPACTED BACKFILL W/ LOCKING SS BOLT PVC MAINLINE USE 45 ELL W/ LOCKING SS BOLT GRADE IN PLANTER RECTANGLE VALVE BOX HEAT BRAND 'QCV' TO DEPTH PER SPECS, HEAT BRAND 'PB' LATERAL LINE RECTANGLE VALVE BOX W/ LOCKING SS BOLT QUICK COUPLER VALVE RECTANGLE VALVE BOX CONTROL WIRING W/ LOCKING SS BOLT HEAT BRAND STATION # PER LEGEND L SPECS, W/ LOCKING SS BOLT APPROVED WIRE CONNECT HEAT BRAND STATION # SCH 80 UNION GRADE IN TURF HEAT BRAND 'BV' MAINLINE EXTRA WIRE PER SPECS. BRASS NIPPLE TYP. SCH 80 NIPPLE 36' EXPANSION COILS HARDSCAPE PER SPEC I/ SCH 80 PVC UNION CONTROL WIRIN G E BRASS STREET ELL TYP, COMPACTED BACKFILL SCH 80 PVC BALL VALVE GRADE IN TURF GRADE IN TURF NATIVE SOIL COMPACTED T NIBC❑ T-580 ❑R APPROVE t 3 ORIGINAL DENSITY EQUAL BY V,W,R.P,D, /2• 1/2' SAND BACKFILL ........ ................. `' `... LATERAL SLEEVE SCH 80 NIPPLE TYP, is 1 CU FT 3/4' GRAVEL 4, A '::: `:`:":: " NATIVE SOIL COMPACTED "• "' '~., r>., MAINLINE PER SPECS. MAINLINE SLEEVE : v ; • v " _ . • i Y NATIVE DENSITY WIRE SLEEVE ....... ORIGINAL SCH 80 PVC ELL THREADE a DENSITY 3' - - � , 4,iv FABRIC WRAP ... D WEE B BOTT OF VALVE BOX l.: ~L•}••�a,' v MAINLINE PER SPECS. .,F t• ' � ? ,� , GRADE IN TURF DEPTH A B C D E F 4' k LARGER - 30' 30' 36' 36' 36' SCH 80 MAINLINE FITTING SCH 80 PVC FEMALE ADAPTE SCH 80 MAINLINE FITTING #4 X 36' REBAR STAK - 3 CU•FT. 3/4' GRAVEL 3' kMALLER 18' 24' 24' 30' 36' 36' SCH 80 TRU UNION SCH 80 TRU UNION THREADED SECURE W/ TWO SS CLAMPS PR❑VIDE 3' CLEARANCE PVC CONDUIT SWEEP 2-1/2' L SMALLER 12' 24' 24' 24' 30' 30' THREADED BALL VALVE BALL VALVE PER PLAN V SCH 80 SLIP BALL VAL BETWEEN VALVE &GRAVEL (WHEN SPECIFIED) REMOTE CONTROL VALVE RAINBIRD PESB RCV PER PLA SCH 80 MAINLINE TEE OR E _ _ BELOW _ _ BELOW INSTALL VALVE 3' FROM QCV WEED FABRIC WRAP BOTTOM 3 CU,FT. 3/4' GRAVEL WIRING MAIN MAIN PER LEGEND L SPECS. SCH 80 NIPPLE IN 10' ROUND VALVE BOX OF VALVE BOX MOTES. NOTES SCH 80 FEMALE ADAPTER AMIAD #1-1201, V WYE NOTES, NATIVE SOIL COMPACTED TO 1. ALL WIRING MUST CONFORM TO LOCAL CODS 1. LINES MUST HAVE MIN, CLEARENCE ff 4' FROM EACH OTHER & 24, FROM OTHER TRA NOTES, CU.FT, 3/4' GRAVEL STRAINER W/DISK FILTER L ALL THREADED FITTINGS MUST HAVE 3/4' TEFLON E PLAN VIEW NOTES, ORIGINAL DENSITY 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION 2, RUN WIRING UNDER MAINLINE, TAPE & BUNDLE E 10' D.C. 3. PROVIDE 3' CLEARANCE BETWEEN WIRES k BOX 3. TIE A 24' LOOP IN ALL WIRING AT CHANGES IN DIRECTION L ALL WIRING MUST CONFORM TO LOCAL CODES PROVIDE 3' CLEARANCE PER PLAN 2. PROVIDE QUICK COUPLER KEY PER SPECS, B,V, Q,C,V, 2 TAPE k BUNDLE VFRES ! 20 INTERVALS BETWEEN VALVE 6 GRAV PVC CHECK VALVE SWING 3. USE TWO 114X36' REBAR' FOR QCV FOR SPORTS FIELDS 1. ALL THREADED FITTINGS MUST HAVE 3/4' TEFLON TAPE 4• ELECTRICAL SWEEP OPEN END SHALL BE SEALED WITH EXPANSION FOAM 3. PROVIDE BUNDLE EXPAW W COILS AT EACH WORE CONNECTION MOTES OR SPRING TYPE PER PLAN 4. PROVIDE 3' CLEARANCE BETWEEN GIC VALVE k BOX 2. PROVIDE 4' CLEARANCE BETWEEN VALVE k BOX S. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.) 4, ALL SLEEVES MUST .BE 2X THE DIAMETER OF THE PIPE WITHIN 3. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.) 6. NO WIRE SPLICES SHALL BE ALLOWED UNLESS APPROVED BY V.W.R.P,D, 5. ALL SLEEVES MUST HAVE FOAM SEALANT INSIDE PIPE 4, PROVIDE 3' CLEARANCE BETWEEN VALVE k BOX 1. REFER TO DETAIL Ill FOR ADDITIONAL REWiREMENTS 5. PROVIDE 2 EA. CLAY BRICKS UNDER VALVE BOX CT PJ 4, PROVIDE 4 EA. SCH 45 DEGREE ELLS TO ACHIEVE BALL VALVE HIEGHT PER TAIL 7. ALL SPARE WIRES FOR END OF RUN SHALL BE IN A PULL BOX TYP. 6. ALL SLEEVES MUST EXTEND 12' MIN, DISTANCE PAST CURB OR SIDEWALK 5, PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP) 6. QUICK COUPLERS VALVES MUST BE INY APPART TY 6. USE UMBDN 1N LIEU ff BALL VALVE VMEtI VALVES ARE ISOLATED WITH VALVE GROUPS 2. PMOVIBE FILTER FMRIC INSDIE VALVE BOX. AND SHALL BE LABELED IN BOX AND AT CONTROLLER 7. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL ET LIGHT L IONS u R)e7miitV PBI6 tkq +ewatl.r x repr.renn d uk +rr s�eR he .ppwwl h wRBp y � wr Beveathn IeNrfca u DnwwlhV BIK uwr b.ldrn r r.pna,etln d tNe +.Ill n,st he w«d h wNthV y volley IA& Rrveattn ark" LE Onwllhy BIK aM *vWVm a• rgrg-f- d *& Oft" mot Ye .Arewr h oft% y V4111 If Nr.+wiM ietrtu U porwNYV 8�6 tAwy le.Mtten a• npre�elYn d tfk CHIP not w opprowr h w•Mhy y VeRey VYe Rw,wae" Oht+Heu LD CawHYV DM6 (" aevl.wn or npeicft d Oft dmlp not he aRx ov In wNMV by Vemy YW Rea•eaibn Dafetru Le CawA%j EM6 WW deoleihn all npv*cVw of Vft *sips mat be opp vwd in wftq by Vacy M& ho'emilm I VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION ovo6 ou 01/06 REMOTE CONTROL VALVE IR-1 aie6 DRIP R.C.V. ASSEMBLY IR-2 QUICK COUPLER ob VALVE IR-3 BRASS BALL VALVE IR-4 01/06 PULL BOX IR-1 O 01/06PIPE & WIRE TRENCHING IR-1 1 PIPE sum CHART 6"THICK CONCRETE PAD HEAD TO BE 1/2' ABOVE F.M. UPSTREAM LENGTH CALSEMSE CONTROLLER ASSEMBLYSET 2" ABOVE GRADE BARK MULCH SIZE LENGTHMODEL # ET-2000-XX-LR-RR-SSE (TYP) VR FEMALE ADAPTER GRADE IN PLANTER ET-2000 WHEN USING MULTIPLE CONTROLLERS FEBCO 825YA BACKFLOW 4' THIC� I CONTROLLER 1• IV Y SPECIFY -MLR FOR A CLOCK AND PER SPECS WHEN FERTILIZER = 1-7 12.5, 625' SPECIFY -MR FOR B CLOCK INJECTOR IS USED PER EMWD 1.5 15' 7.5' WAItlpNG RECYCLED SPRAY HEAD W/CHECK VALVE VALVE m TAG r SPECIFY -FL WHEN CONTROLLERS SHARE MAI �- RECYCLED WATER SIGNAGE 1/2' SCH 40 _ z• 20' le• WATER POWDER COAT PURPLE SCH 80 MAINLINE TEE 6' FOR TURF 12' FOR PLANTER RECTANGULAR S•CALSEMSE 3' w 15' UCALSEMSE DO MOT DREW PER EASTER MUNICIPAL WATER POLAR BARRIER COVER I -I `""... CONCRETE THRUST BLOCK TYP, PER LEGEND IL SPECS. VALVE BOX - :::��•�••• s BRAND VALVEE BID( LID LOCKINGTy k FLIP TOP IN OPEN POSIT DISTRICT SIZE PER FILTER SIZE SALCO RISER BLUE RED STAINLESS STEEL ENCLOSURE ASSEMBL TWO MASTER V� WHITE YELLw SIGNAGE CAN BE PURCHASED LOCKABLE 3 VANDAL PROOF #A-050-12-2MA HEAD TO BE FLUSH WITH MBIBEL N PM WITH W/S vA CO�� TORS AmSO NO - GUA FROM A C951 STER MUNICIPAL NI I3777WATE EQUAL AL PER LEGEND 8 SPECS EMITTER T❑ BE -I GRADE IN TURF SOLENOIDAM.LAr PER IGtTD71S COMPACTED BACKFILL TYP, CC�SENSE Fa YARDNEY OR AG PRODUCTS LOCATED SCH BO MALE �,� TYP OW METER 1/4' CARRIAGE BOLTC2 PLACES FILTER DEVICE PER PLAN OF PLANT ROOTBALL � c- SCH 80 MAINLINE ELL 45 IECI OUTLET t SWOT TO SECURE SIGN TO POST WITH FLANGED ADAPTERS BRASS NIPPLE (LINE SIZE) GALVANIZED U __ -• CROSS THREADS TO DETOUR 18" I STAINLESS STEEL ENCL PA 000 48' MIN. EASY REMOVAL OF SIGN BRASS UNION (LINE SIZE) (WITH DOME ANTENNA) ' 12' NATIVE SOIL COMPACTED TO MIN. ORIGINAL DENSITY PRO�TP�1�TRDANSIE 3' GALV. STEEL POST .E... ... :•:`, ..•s .:. °� _.: _ -TI __ _f��''-) I Ij � �� SET PLUMP TO GRADE MARLEX ELL TYP, 3 PLACES #6 AWN'' GROUNDING WIRI' HASP W/PADLOCK PER VWRPD r MfM MM MAINLINE PER PER SPECS. TYP, �, , _;, � CONNECTED TO GROUND LUG SLOPE TO OF FOOTING I '' BARK MULCH SCH 80 MAINLINE ELL 90 SCH 40 TEE SLIP X FT MrNM+trn •'' � 4' THICK Blstence eenstreon 120 VAC JUNCTION DOME 24' SCH 80 PVC TO IRRIGATION _, �,` •..::::::: 1 CUFT PEA Gw► 18 x Ftoe Meter 5 z Ftoe Meter Size x- 2500 PSI CONC, FOOTING ADAPTER IN VALE lmt 7YP P MOUNTING BOLTS SCH 80 FEMALE ADAPTER UVR FEMALE UNDISTURBED NATIVE SOIL TYP, SCH 80 NIPPLE TYP, rUl1�IE WF€T 1/2' X 8' MIN. SIZE FOR 6' ' allNOTED FLOW METER WIRING MUST i („� I' BRASS NIPPLE 1/2' X 12' MIN, SIZE FOR 12' L ALL WIRE TO OL INSTALLED AS PER LOCAL CODES IN CONSIM FROM METER TO A. • ' i/2' SCH 40 L NOTES IRRIGATION CONTROLLER ' 2 TAPE MID ROME VIBES AT 20' INTERVALS TO NADA-I NE � � � I• � � • 1�" NATIVE SOIL COMPACTED TO SALCO RISER i. SUPPLY LINES 2' - 3' IN DIAMETER SHALL RECEIVE NOTES, LATERAL LINE PER SPECS, Lj ! ASSEMBL C�ICRETE THRUST BLOCKS a PROVIDE EIPAMK>dN COILS AT EACH VIIIE CONNECTION IN VALVE BOX I-7 NOTES ORIGINAL. DENSITY #A-050-12-2MA T WOE ELL MEETS 01 40 TEE 4. COMPACT SOD. AROUND VALVE BOX TO SAME DENSITY AS ADJACENT IANDOSTURIEDSOII GROUNDING ROD 12"X1ST BL CONCRETE L USE 3/4' TEF1.01 APE �'� U L SIGNAGE MUST COMPLY WITH EMWD REQUIREMENTS THRUST BLOCKS GALVANIZED UI- 2. SUPPLY LINES OVER 3' SMALL HAVE IRON DUCTILE RESTRAINT SYSTEM Z INSTALL LEA➢ PFIFOOMILAaY PLAINS M MAW Wff 3 PROVIDE 4 EA CLAY BRICK LOW VALVE DOX (TYP.) NOTE' JL 2, PROVIDE SIGNAGE AT ALL PROJECT ENTRIES AND AT EACH WAT NOTES: BRASS NIPPLE TO METER AND GATE VALVE PER WATER CO. EMITTER TO BE - � /�� IT�• 3. A MINIMUM OF 6' OF• CONCRETE SHALL BE POURED ON VIRGIN 3, ADJUST NOZZLE TO PREVENT OVERSPRIIY ONTO HARDSCAPE & PROVIDE SEPERATE MASTER VALVE AND FLOW METER WHEN AN ADDITIONAL CONTROLLER IS 1, CONTACT CALSEMSE FOR SPECIFIC CONTROLLER MODEL NUMBER OR COMPACTED SOIL BENEATH EACH INSTALLATION 4, DMSTALL INEAOS 2' FROM HARDSCAPE EDE IN TUW AREAS SPECIFIED OR USE SINGLE MASTER VALVE AND FLOW METER WHEN THE 'FL' OPTION is USE OR FOR EACH INDIVIDUAL PROJECT REQUIREMENTS AND COMPONENTS METER CONNECTION 1. INSTALLATION MUST CONFORM TO LOCAL CODES LOCATED AT RP AND CAGE SHALL BE OF PLANT ROOTBALL MULTIPLE CONTROLLERS WHEN THE 'MLR' L 'M L' IS USED WITH ONE MAMLINE 2. ALL CONTROLLER COMPONENTS MUST DE CERTIFIED BY CALSENSE 1 PROVIDE ADDITIONAL SIGNAGE ALONG PARKWAYS AND TRAILS AS 2. OBTAIN EMWD APPROVAL PRIOR TO INSTALLATION PURPLE I -I I I I I�RRY CONTAINING HD GRAVEL S INSTALL LEADS 6' FROM VALLS DI PLANTER AREAS 7. NEVER CONNECT SINGLE MASTER VALVES AND FLOW METERS TO BOTH CONTROLLERS POWDER COATED r 4, CONCRETE SHALL BE 3 SACK MIX SLIMY I 3. CONTRACTOR SHALL BE RESPpNSIDLE FOR CED'iR83NATING ADD INSTALLING ALL REQUIRED DIRECTED BY EMWD 3. LOCATE FILTER IN PLANTER WHERE POSSIBLE 5, WHERE CONCRETE AND PVC ARE TOMTTFER PVC PIPE SHALL BE PRMCTED WITH PII'E VRAP & MULTIPLE CONTROLLERS SHALL X LANDED WITH THE COI CABLE TO UTILIZE ONE MV a FM CONTROLLER COM MLINICATIO NS. CONTACT GN_SEMSE FOR EACH PROJECT REQUIREMENTS 4. WRAP ALL PIPING WHERE CONCRETE OCCURS I I -1 I I- B u Ca,wwtlV M tkq iewWn or reprM¢Ben OF Oft ir>p M" be .pprewr h wtiN eV veMfey vYr Ikoeathn hlrtu u Cwmftq M (kq dewro a a• rW%*AcMm d I* � awt M qp'" h w"Q y VOW V* bowtlen aelrfrtl IMee,A+h 11K NAer 6eltthn or Of Mk nyet N INoftikwee 1eMicu wq" by VOW %u CawltYp 81K Ulnl Udethn a reprWo lhn d uk dnj, Host k appreww h wMhp y Mk IYoeaitee Bekkp u CwwfMV 2116 GnY aevrthn all rMeecMen d Rik Nuje ,uet hr epP� h orIMV byVeMey YMe Reveatlen Iteh#u LOCawMnY2N0e (Anyawf.ro"«npoO,wMnofeisArpnmMf»oppowdhwMhatyvr.ywtN.R.eertmaf+af Drrfa) u OeewMV BIK (Nq U.leihn or op aft" d tlic Nnjn,eet M aif 6,wHIMp by WpeO Ole Recwtln 6 Pdrlt Bc4kU VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION mm MASTER VALVE & FLOW METER IR-21 Ol/06 PEDESTAL CONTROLLER IR-23 RECYCLED WATER SIGN 1IR-31 01186 RECYCLED WATER DEVICE 1IR-32 Ov0615 SHRUB EMITTER DR-2 0 CONCRETE THRUST BLOCK IIR-12 POP-UP SPRAY HEAD 1IR-1 7 WITH BACKFLOW DEVICE E VR SxSxT TEE VR SxSxS TE VR LATERAL LINE - CONNECTION TO PVC LATERAL LINE USING SCH 40 UVR SLIP TEE O SCH 40 UVR PVC 3/4' GARDEN HOSE LATERAL LINES ATTACH TO DURA 3/4'DURA PRODUCTS INSTALL PARALLEL PRODUCTS CAP FOR #548-007 FHT PVC SCH 40 UVR PVC TO SLOPE FACE FLUSHING LINES TO CAP WITH O-RING SENNINGER INLINE C. SCH 40 UVR C PREVENT ERUSi13N PRESSURE REGULATOR = OR SALCO FLEX REBAR J-HOOK 3/4' DURA PRODUCTS NIPPLE #536-007 MHT PVC SCH 40 UVR PVC 1/2' SCH 40 UVR PVC OR SAL MALE ADAPTER / FROM VALVE BAR J_ FLEX NIPPLE PIPING 3/4' SCH 40 LATERAL INSTALL PERPENDICULAR I 1 TO SLOPE FACE LINES AT END OF RUN PVC SWING / SPRING t / SALCO RISER C CHECK VALVE SEMBLY TREE DRIP EMITTER ASSEMBLY #A-050-12-2MA TO INCLUDE PVC FITTINGS,SCH 80 THREADED Q` 1 1/2' UVR SLIP TEE �� BALL VALVE 3/4' 1 1/2' UVR SST TEE SCH 40 UVR 2 1/2' UVR SLIP 90 ELLS MALE ADAPTER 2 1/2, UVR ST 90 ELLS ' 1 SALCO #A-050-12-24A SALCO RISER 2 SALCO #A-OW-6-2MA / SSEMBLY 4 REBAR J-HOOKS / #A-050-12-2MA t N t SCH 80 NIPPLE (V EQUAL TREE PLANTING PER PLANTING PLANS 3/4' X 6' 1 i N SALCO OR BOWSMITH DRIP EMITTER, MINIMUM T E SCH 40 UVR TEE LINE SIZE X 3/4' SS DRIP EMITTERS SHALL BE INSTALLED PER TREE NOTE, #3 X IS' REBAR J-HOOK S ANDTREES CALLA TREESVE THE EBERITOFDRIP EMITTERS SHOWN BELOW, INSTALL 6' FROM FLUSH CAP 24' BOX TREES - 4 DRIP EMITTERS E PLANT SPACING A B C 36' BOX TREES - 5 DRIP EMITTERS 48' BOX TREES - 6 DRIP EMITTERS 3' O.C. 18' 30, 5'0' TREE WITH MORE THAN 3 EMITTERS SHALL USE ASSEMBLIES IN KEEPING WI THE PVC FITTINGS AND NIPPLES SHOWN ABOVE. NOTE- � 4' O.C. 24' 42' T0, DRIP EMITTERS SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO TREE ROOTBALL. SPRING CHECK VALVES TO JJE USED FOR RCV'S LOCATED AT TOP OF SLOPE ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANTING LAY T. NOTE' SWING CHECK VALVES TO BE USED FOR RCV'S LOCATED AT TOE OF SLOPE. ALL FLUSH VALVES MUST BE LISTED ON PLAN AND ON AS-BUILTS FLUSH LATERAL LINES COMPLETELY USING WATER BEFORE INSTALLTION OF 30' 1 54' 81 6' THE SENNINGER PRESSURE REGULATOS. u a.wq Maq rwrw or repeidit. ell 111e Ref j� ..R fY Mprwd INwlahp NY wq Ilk kwaBw 6 hk Behlu tD CNwA%V MWV kvkt� Or �"^ of*6 dear wrt he epp+ene INwitNYV y VeMey 1Ak Fw* 0eatct) u CawNhp MGnr reel.lMn r rgwo+cfhn d Oft 6eyn nwrt 1w .ppra..r h wiHHYV y volley Ili Pw* BleYtu u CawHfeB M WV dr4b*n a• rWM%C*e Of *& d0dr ast he WIN 01 h wigfq by WRhy A& Reova hrk aetriM 1 M VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION (0�06 VALLEY WIDE RECREATION sn6 EMITTER ASSEMBLY DR-3 TREE EMITTER LAYOUT DR-4 RS DRIP FLUSH ASSEMBLY DR-5 CHECK VALVE & PR. DR-6 & PARK DISTRICT E to W. Date: N - COUNTY OF RIVERSIDE - SCQSC BENCH MARK: 9FIEET N0. NOTE: TRANSPORTATION DIEPARTMENT of F,, , RIVERSIDE COUNTY TR 30422-2 IP 060047 DIG ALERT CONTAMED WITM THESE PLANS SMALL NOT Cdt E UNTIL ?IFESSip,,,, APPROVED BY: W1� I H I BM M-14-63 IN THE N AN ENCROA�MAENT PERMIT AND/OR QRADRIG PERMIT HAS BEEN ( 2 4 6 2 Dupont Drive . Irvine , California 9 2 6 12 ' , C�OUNN OF MVERSE N TM ISSUED. ,` �� FRFti �c� 949-476-8616 T 949-476.8707 F www.bgb•inc,com ' TINTERSECTIONOFNEWPORT THE LA O N CALL y arly ft 1364 �` ROAD AND LINDENBERGER LAKES (� BEFORE '• 45702 � #0219'O ROAD. 1' IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 2 THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp. 12-31-08 AL./MI D. FREW04 DATE: CLIENT CENTEX HOMES MARKED COUNTY IN CAP OF 26 MEET'S YOU DIG! RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE .DATE } 1285 CORONA POINTE COURT * * WELL MONUMENT 19a4 Tr. 30422-2 -- m IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY �qT Cl V iL P��p , p CORONA. CA. 92679 � 1-80D-227-2Ba0 APPROVAL OR DUR�+c CONSTRUCTION THE PRIVATE ENG EER REVISIONS �AllNTY r I Nr ELEVATION 1425.301 IRRIGATION DETAILS (ri �+ ENGINEER SHALL BE RESPONSIBLE Fdk DETERMINING AN F OF CAOf CONTACT: AVERY KINTNER P.(951)479-95R9 UNDERGROUND SERVICE ALERT ACCEPTABLE sOLUTK>H AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. F: 951 372-2819 CI h. N NONE w 0. CIJWNTY CA at least 2: working Nuys prior to excr athg. «r EMITTER SCHEDULE: INSTALL SALCO PCR SERIES EMITTERS TO THE SHINS AND TREES PER THE FOLLOWW-s SCHEDULE: CONTAINER SIZE= EMITTER MODEL " QTY. AT EDGE QTY. 6" FROM EMITTER QTY. OF ROOTBALL. NON -DISTURBED SOIL 1 GALLON SHRUB PST-1 1 EACH - i 5 GALLON SHRUB PST-2 1 EACH - i 15 GALLON SHRUB PST-2 3 EACH - 3 24" BOX TREE PST-2 4 EACH - 4 36" BOX TREE PST-2 5 EACH - 5 48" BOX TREE PST-2 6 EACH - 6 THOROUGHLY FLUSH ALL DRIP TUBING PRIOR TO INSTALLING EMITTERS AND FLUSH AGAIN AFTER INSTALLING EMITTERS. THE CONTRACTOR iS RESPONSIBLE FOR ALL PLANT MATERIAL LOST DUE TO EMITTER CLOGGING DURING THE CONSTRUCTION AND MAINTENANCE PERIODS AT NO ADDITIONAL COST TO THINE OWNER. SLEEVE AND CONDUIT SCHEDULE: ALL SLEEVES FOR PRESSURE SUPPLY LINE AND LATERAL LINE PIPE SHALL BE A MINIMUM TWICE THE NOMINAL SIZE OF THE PIPE WITHIN. SLEEVE MATERIAL: • PVC SC 4 40 FOR 1" THROUGH 2 1/2" PRESSURE SUPPLY LINE PIPE. • PVC SCH 40 SLEEVE FOR 3" AND LAW-sER DIAMETER PRESSIARS SUPPLY LINE PIPE • PVC SC 4 40 FOR ALL LATERAL LINE PIPE. CONDUIT SIZE AND MATERIAL: • ONE 2" DIA PVC SCH 40 CONDUIT FOR UP TO 20 014 LOW VOLTAGE WIRES. • ONE 4" DIA PVC SCH 40 CONDUIT FOR 21 AND UP TO 40 014 LOW VOLTAGE WIRES • ONE 3/4" P1/C SC 4 40 CONDUIT FOR FLOW SENSING CABLE. • ONE 3/4" PVC SCH 40 CONDUIT FOR MASTER VALVE WIRE. NOTE- FLOW SENSING CABLE AND MASTER VALVE WIRES SHALL BE INSTALLED IN THEIR OWN CONDUIT SEPARATE AND APART FROM ALL OTHER WIRES. IRRIGATION CONTROLLER SCHEDULE:(va ll wide PROPOSED CONTROLLER LOCATION, FINAL LOCATION OF THE CONTROLLER A86EMBLY SHALL BE APPORVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. REFER TO THE SCHEDULE BELOW FOR THE CONTROLLER MODEL NUMBER- 120VAC POWER TO THE CONTROLLER TO BE PROVIDED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTIING THE 120VAC POWER WIRE TO TiE CONTROLLER. ALL 120VAC pOWER WIRING SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR THE CONTRACTOR SHALL CONNECT THE LOW VOLTAGE CONTROL WIRES TO THE CONTROLLER TERMINAL STRIP IN THE SEQUENCE NOTED ON THE DRAWINGS. ANY DEVIATIONS WILL BE NOTED ON THE AS -BUILT DRAWINGS. CONTi111111CMt. LLER MODEL-N UI-IBER STATIONS -USED SEE SHEET 10 A — ET2000e-24-1-R-RRE-SSE-R A=24 S FM-15 fro A ET200"-24-LR-RRE -SSE -R A=19 5 FM-15 ANTENNA NOTE: A YAGI DIRECTIONAL ANTENNA, OR STICK ANTENNA MAY BE REQUIRED BEFORE PURCHASE ANY EQUIPMENT. REFER TO THE CALSENSE RADIO SURVEY. NOTE: PROVIDE ONE (1) CALSENSE MODEL 'RR*-TRAN' TRANSCEIVER , AND ONE (1) 'LR-STICK' ANTENNA AS PART OF THE TURN OVER ITEMS AS NOTED IN THE IRRIGATION SPECIFICATIONS. RAD i O NOTE: CONTRACTOR SHALL SUPPLY DEDICATED PHONE LINE AND 110VAC POWM TO THE HUB LOCATION. PLEASE REFER TO CALSENSE RADIO SURVEY FOR THIS LOCATION PRIOR TO INSTALLING THE CALSENSE RADIO HUB. NOTE: ADDITIONAL CALSENSE ANTENNA EQUIPMENT AND CALSENSE ANTENNA ACCESSORIES MAY BE REQUIRED BASED ON THE CALSENSE RADIO SURVEY RESULTS. IRRIGATION POiNT OF CONNECTION: Ovalle wide - phase 2) POINT OF CONNECTION TO THE EXISTING WATER METER PROVIDED AND INSTALLED � OT ALL H I D TOATER E.LER LOCATION WITH THE CIVIL ENGINEERS DRAWINGS. THE CONTRACTOR SHALL P1®01 THE CONNECTION TO THE WATER METER. 14E SHALL RUN A 3" COPPER TYPE "K' SERVICE LIME FROM THE WATER METER THROUGH THE RELATED VALVE SIZE, FLOW BELOW FOR THE METER SIZE, MASTERW SENSOR, MAXIMI M FLOW, A40 REQUIRED OPE TRA IWs PRESSURES DOWN gTeMAM rX TWF WATFR METER. PRESSURE EDP ING NORMALLY MLO�� VALVE FL SENSOR MAX DEMAND OPERATING FPS SEE !SET METER NUMBER SERVICE LINE METER :SIZE AMiAD TURBO FILTER BACK -FLOW PREVENTOR 11/2"-S 11/2° --- 11/2" 36.0 14.0 6 1� O 2" 2" 1" 159 66.3 5 O NOTE: LERT WOW CONTAINED M � R."WALL NOT UNTIL AN DCROAO&WIT PERMIT AND/OR QtM" PDMMT NAS BEEN TM ISSUED. CALL BEFORE THE PRIVATE ENGRNEJ:R SIGNING THESE PUNS IS YOU M1 RIMP014SIBIX FOR ASSURING THE ACCURACY OF /� � DESIGN AND ACCEPTABKJTY OF THE MARK HEREON. 1-H00-�27-G6©O IN THE EVENT OF DISCREPANCIES ARISING Al 0t COUNTY APPROVAL OR DURRNG CONSTRUCTION THE PRIVATE UNDERGROUND SERVICE ALERT A E aUU TM PLANS FOR AGU Cell at least Z working days prior to excavating. APPROVAL BY THE COUNTY. GENERAL. IRRIGATION NOTE 5 1. ALL CITY AND STATE LAWS, RULES AND REGULATION GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2, IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK AT NO EXPENSE TO THE OWNER. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERAL LINES THROUGH-. WALLS, UNDER ROADWAYS, DRIVES, AND PAVING, ETC. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN iS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED iN PLANTING AREAS WHEREVER POSSIBLE. THE MAIN LINE PIPE SHALL BE INSTALLED AND ROUTED TO AVOID UNFORESEEN BELOW GRADE CONDITIONS. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SH-IRUB AREAS UNLESS OTHERWISE DIRECTED BY THE OWNER'S REPRESENTATIVE. 6. THE S 4ltWKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAJCIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO EACH CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSUIRE READING AT THE IRRIGATION POINT OF CONNECTION OT THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF r-ON!-TwUr-' Ir+N THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECiib6ARY 1. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED iN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. & ALL SPRINKLER HEADS SHALL 15E SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. S. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE AND TO PREVENT OVER SPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE USE OF RAIN -BIRD PRESSURE COMPENSATING SCREENS "FIGS", SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH REMOTE CONTROL VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. iV. 120 VAC POWER SOURCE FOR THE CONTROLLER SHALL BE PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FOP" THE ELECTRICAL SOURCE TO THE CONTROLLER. 11. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SiZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE T BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SiZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAYING. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WiRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 12. ALL LATERAL LINE PIPING UNDER PAYING WITHOUT A SLEEVE SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 13. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS NO SUBSTITUTIONS OF SMALLER PIPE SHALL BE PERMITTED BUT SUBSTITUTIONS OF LAPb3ER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 14. FINAL LOCATION OF T1E AUTOMATIC CONTROLLER LOCATION SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB AND GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1-INC44 ABOVE FINISH GRADE. irv, ALL POP-UP TYPE SPRINKLER HEADS INSTALLED iN LAWN AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE DER HEADS ARE FLUSH WITH ADJACENT SIDEWALK OR CURB. 11. AFTER RECEIVING NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE, THE IRRIGATION CONTRACTOR, WITHIN TEN (10) DAYS SHALL ADJUST ALL LAWN HEADS SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4-INCH ABOVE FINISH GRADE. I& ALL EQ UIPNIENT INSTALLED IN VALVE BOXES SHALL BE INSTALLED PER DETAIL DRAWINGS WITHOUT CUTTING SIDE WALLS OF THE VALVE BOX. CUT VALVE BOXES WILL BE REPLACED WITH NEW VALVE BOXES AS INSPECTED BY THE OWNERS AUTHORIZED RIEPRESENTATiVE AT THE CONTRACTOR'S OWN EXPENSE. IS, THE CONTRACTOR SHALL RUN THREE (3) SPARE WIRES AND ONE (1) COMMON WIRE FROM THE CONTROLLER TO EACH END OF THE MAIN LINE. HE SHALL EXTEND THE GROWING OF WIRE W', MAKING A COIL t0 FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX 'SW'. 20. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECCNDATIONS AND SPECIFICATIONS. 21. ADV. (ANTI DRAIN VALVE) UNITS AS SHOWN IN THE DETAIL DRAWINGS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL 1-BADS. PRIOR t0 INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON SITE GRADES IF THERE IS AN ELEVATION DIFFERENCE OF 241, OF MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV. SHALL BE INSTALLED PER DETAIL DRAWINGS. 22. THE CONTRACTOR SHALL ALLOW FOR A ASSORTMENT OF VARIABLE ADJUSTABLE NOZZLES (VAN) TO BE INSTALLED IN AREAS WHERE STANDARD PATTERN NOZZLES ARE NOT APPLICABLE. 23. R TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. 24. "HEAT BRAND" THE TOPS OF THE VALVE BOX LIDS WITH THE APPROPRIATE IDENTIFICATION. REFER TO THE IRRIGATION SPECIFICATIONS. 25. TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING FOR PIPE. VOESSip�,!\\ Ipl No.45TO2 Exp. 12-31-08 C BY DATE DATE z} ENGP*ZR REDS COUNTY r Ci V IL \Vl F 0XF CA1.�F TRANSPORTATION DEPARTMENT z Ra « IL& IRRIGATION LEGENC>: (Valley Wide PH2) SYMBOL. MANUFACTUER: MODEL NUMDER4 DESC RIP'TIONs RAP.: P,S.i G.PMs DETAIL: A ms I LITER HST-6-CV-XX POP-UP SPRAY HEAD 6-1' 20 A" IR-n UIT14 54 RAI DIRD NOZZLE HUNTER NST-6-Cv-XX POPAP SPRAY HEAD 6-1' 20 JN3 IR-n UATH 5T RANdNRD NOZZLE HUNTER MT-6-CV-XX POP-UP SPRAY HEAD 6-1' 20 24 iR-n UM114 aQ RAM. RD NOZZLE HUNTER NOT-6-Cv-XX POP-UP SPRAY HEAD 6-1' 20 .41 IR-n WITH 87 RAMM NOZZLE HUNTER INST-6-CV-XX POP-UP SPRAY HEAD 6-1' 20 31 IR-11 WITH SH RAR 01RD NOZZLE HUNTER INST-6-CV->0C POP-UP SPRAY HEAD 6-1' 20 96 IR-n WITH 8F RAIt0H1111D NOZZLE HINTER INST-6-CV-XX POP-UP SPRAYHEAD 6-9' 20 12 MR-n U 114 W4 RAINdFRD NOZZLE HUNTER IN6T-6-CV-XX POP-UP SPRAYHEAD 9-12' 20 12 IR-n UATH 12N RAINR3IRD NOZZLE HUNTER HST-6-cv-XX POP-UP SPRAYHEAD 12-14' 20 1.65 IR-n UHTH P-44 RAM111110 NOZZLE NOTE: ALL POP-UP SPRINKLER HEADS USING; RECYCLED WATER SHALL BE INSTALLED WITH PURPLE CAPS. ALL SHRIBS HEADS ON RISER UFiNG RECYCLED WATER SHALL BE PROPERLY LABELED WiTW PURPLE RECYCLED WATER TACO ON THE RISER, PER WATER DISTRICT STANDARDS. RAN ISM PESBR-FIRS-0 SERIES ELECTRIC CONTROL VALVE. IR-1 RAN BIRD PESBR-PRS-0 SERIES DRIP iEMIOTE CONTROL VALVE ASSEMBLY. IR-2 NELSON 1645 NON-POTANN-E QJIC K COUPLER UiTH ACME THHlEAD IR-3 QUICK COUPLER VALVE TO BE AT 60 FEET SPACING. NOTE: PROVIDE NELSON MODEL 1641 TWO QUICK COUPLE KEYS. PURA 0346-001 FLUSH CAP. INSTALL DRIP FLUSH AAGEM15LY PER DETAIL. DR-5 NiOCO T-550 ISOLATION BALL VALVE, LINE SIZE. IR-4 WATTS 813FFNO-T SERIES 2" NORMALLY OPEN MASTER VALVE IR-21 CALSENSE FM1-SERIES FLOW SENSOR. FOR SIZE, REFER TO IRRIGATION HR-21 CONTROLLER SCHEDULE. EXISTING RECLAIMED WATER METER PROVIDED AND INSTALLED BY OTHERS --- FOR SIZE AND FLOWS, REFER TO I1FAWMsATION POC THIS SHEET FEBCO 823YA SERIES BACKPLOW F REVENTION DEVICE INSIDE -A IR-32 STAINLESS STEEL STIROM BOX ENCLOSURE POWDER COATED PURPLE - MODEL NUMBER 89BC-30S6 FOR SIZE RRIIFER TO 1RRIGATION POc YARDNEY MODEL MCW-1 WITH AN W MESH MAXi-CLEAN SCPWM FILTER. IR-32 PLANT'S CHOICE F-40M FERTILIZER INJECTION SYSTEM --- CONTACT FETE GOMEZ AT 619-9ft-SW9 FOR ASSISTANCE N SPECIFYING AND INSTALLATION CALSENSE ® AP}�1ROVED - — — — - APPROVED APPRK h?ED - • — • — • - APPROVED OF THE INJECTION SYSTEM. NOTE: FOR FLOWS GREATER THAN 40 GPM, INSTALL ADDITON WITS PER MA FACTURE RECOrt ENDATION. CALSENSE ET'2000s SERIES CONTROLLER. IR-21 4 IR-23 CONTRACTOR SHALL PROVIDE ONE (1) EACH OF THE FOI.LOWNG ITEMS: -RRIs-TRAN -ETGE CALSENSE ETGAGE -ETG ET GAGE STAINLESS STiIE€L ENCLOS1E. REFER TO POC CONTROLLER SC*EDULE FOR MODEL NUMBER AND SIZE. RECTANGULAR PLASTIC SPLICE BOX IR-10 CONTRACTOR SHALL PROVIDE TWO (2) ORA AE SPARE WIRES FROM THE CONTROLLER TO EACH END OF THE MAIN LINE RUN AND ONE EXTRA ORANGE WINE FOR EVERY FIVE CONTiEOL VALVES. MAKE A LOOP FROM AN ADDITIONAL SIX FEET OF WIRE AND INSTALL THE LOOP INSIDE A 10" POUND VALVE BOX. BRAND THE LID OF THE VALVE BOX WITH THE LETTERS "SW" FOR IUTUM IDENTIFICATION. PVC SCH 40 3" DIAMETER! IRRIGATION WIRE CONDUIT IR-It PVC SC 4 40 6" DIAMETER IRRIGATION SLEEVE IR-11 PVC 60440 LATERAL LINE PiPE FOR SPRAY(SIZE AS NOTED) IR-11 PVC SCHNO LATERAL. LINE PIPE FOR DRIP SHMlUd IR-ii, DR-1, INSTALL SALCO PST -SERIES WIPVC-IHX-XX OR-2, 4 DR-3 EMITTER (XX• REOL ED NIPPLE LENGTH). OR-6 REFER TO THE EMITTER SCHEDULE i=C)iR GMJANTrA AND SPACING PVC SC 440 LATERAL LINE PIPE FOR DRIP TRHEE. IR-11 4 DR-4 INSTALL SALCO PST-2 WPVC-IHX-XX EMITTER (XX■ 1EGUMD NIPPLE LENGTH). RB°ER TO THE EMITTER SCHEDULE FOR QUANTE6 *0 SPACING NOTE: ALL LATERAL PIPE SIZE FOR ORiP EMITTER FOR TREES AND OWPLI 6 TO BE 3/4" PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. �— APPISOVI=D PVC CL31S NON -POTABLE SOURCE PRESSURE SUPPLY LINE HR-11 4 IR-12 FOR 2 in" DIArSTER AND LARAM (ALL PMM TO BE PURPLE IN COLOR) APPROVED PVC SCH 40 NON -POTABLE SOURCE MOGOUIE SUPPLY LINE IR-i1 4 IR-12 FOR 2" DIAMETER AND SMALLER (ALL PPE TO BE PUr°LE IN COLOR) NOTES ALL MAN LINE PIPE TO BE 2 In" UNLESS 0TWERN ISE NOTED SENNN13m RP LG-25 NLNNE PIESSUNE REGULATOR DR-6 m AMIAD 1-1201, i" WYE STAINER WITH RED IM MESH DISK FILTER iR-2 KJNG BROTHERS KC2-X00(-S SERIES SPRING CHECK VALVE, LINE SIZE. DR-6 KING BROTHERS KSC-XXX-S SERM SWING CHECK VALVE, LINE SIZE. OR-6 NOTE - SPRING; G; CHECK VALVES TO BE USED FOR RCVS LOCATED AT TOP OF SLOPE. SWING CHECK VALVES TO BE USED FOR MCV5 LOCATED AT TOE OF SLOPE. RECL.AIhED WATER SIGN PER DISTRICT STANDARDS SEE NOTES IN -LINE BOOSTER PUMP ASSEBLY NOTE: ALL BURIED PPE U6MG RECYCLED WATER SHALL BE INSTALLED AS PURPLE PIPE. ALL UVR PIPE ON -GRADE U61NG RECYCLED WATER SHALL BE PROPERLY LABELED WITH PURPLE RECYCLED WATER TAGS PER. WATER DISTRICT STANDARRDS. NOTE: CONTRACTOR SHALL INSTALL IECLAllED L.AmELB ON ALL IRRIGATION EGIURR ENT PER REGLAM"ED WATER DISTRICT STANDARD. BORTHWICK. GURETTERHAUSEN INC. 2 46 2 Dupont Drive .Y Irvine, California 92612 949.476-8616 T 949-476.8707 F wwwlbgb-inc.com CMTU .HOMES I M CORONA POMlTE COURT CORONA, CA. 92879 CONTACT. -AWRY KINTH R P: (951)479-9569 R (951)372-2819 CONTROLLER VALVE CALL -OUT GALLONS PER MINUTE CONTROLLER STATION NUN"EER CONTROL VALVE SIZE BENCH MARK: RIVERSIDE COUNTY BM M-14- i3 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENSERGER ROAD. V IRON PIPE TAG # MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 y NONE IR-31 A 4 5 ILL 0 CV ti N N r E v C+) 5-0 M r N VALLEY WIDE RECREATION Rf & PARK DISTRICT E J, (n f�-5•o� N W. q Date: TR 30422-2 IP 060047 COUNTY OF MVERSOE THE LAKES VALLEY WiDE STREETSCAPES PH. 2 Tr. 30422-2 IRRIGATION DETAILS Imo. I =mTY c MEET NO. cS N ' 11 N CV O) 26 sHmTS u UN r 1. CLOSE -COUPLED CENTRIFUGAL PUMP, 9. STRUCTURAL ALUMINUM BASEPLA7E CAST IRON BRONZE FITTED. 10. BRASS PIPE. DOI03LE WRAPPED WITH PVC 2. NEMA 4X SIMPLEX CONTROL PANEL FOR PIPE WRAP AUTOMATIC OPERATION. 11. BRASS 90 DEG. ELBOW. 3. BRONZE 1/4 TURN BALL VALVE 12. PVC SCHEDULE 80 MALE ADAPTER. 4. BRONZE NON-ADJUSTABLE FLOW SNATCH. 13. (ONCIRM 7HltUST BLOCKS CUBIC 5 _ INCH TYPE *V COPPER. FEET MINIMUM. 6. BRONZE UNION ADAPTER. 14. _ INCH THICK CONCRETE PAD, ASTM 7. PRESSURE GAUGE. LIQUID DAMPENED. C-94, ACI S7D 318-83 MIX 25M PSI RATED 8. MARINE GRADE ALUMINUM ENCLOSURE. 15. MAIN POWER CONDUIT. HINGED TOP. OAN; L I N15005TTEActivated. UMP - 1. C LOSE -COUPLED CENTRIFUGAL PUMP, S. MARINE GRADE ALUMINUM ENCLOSURE. CAST IRON BRONZE FITTED. HINGED TOP. 2. NEMA 4X SIMPLEX CONTROL PANEL FOR 9. STRUCTURAL ALUMINUM BASEPLAM AUTOMATIC OPERATION. 10. BRASS PIPE, DOUBLE WRAPPED WITH PVC 3. BRONZE 1/4 TURN BALL VALVE.. PIPE WRAP 4. BRMZE NON-ADJUSTABLE FLOW SWITCH. 11. BRASS 90 DEG. ELBOW. 5 _ INCH TYPE 'L7 COPPER. 12. PVC SCHEDULE 80 MALE ADAPTER. 6. BRONZE UNION ADAP7M CONTRACTOR I& CONCRETE THRUST BLOCKS 1 CUBIC FEET IS RESPONSIBLE FOR CONNECTING OUTLET Moo" 14. 6 INCH THICK CONCRETE PAD, AS7M C-94, FLANGE AND/OR ALL MANILIIE PIPING TO FLANGES IN COMPLIANCE WITH ALL LOCAL Atl STD 318-83 MINX. 2500 PSI RATED PLUMBING CODES. I& MAIN POWER CONDUIT. 7. PRESSURE GAUGE. LKNAD DAMPENED. '--) f3 IN LINE 5005TER PUMP DIG ALERT AN it: WOW CONTAINED W7HII THESE PLANS SHALL N0T COMM©NCE UNTIL AN 040ROJACNMi1QIT PERMIT AND/OR CitADNNG PENRAIT HAS BEEN TM BALL BEFORE TW PRIVATE ENGIMER SIGNING .IWX PLANs IS YOU DIG( RESPONSIBLE FOR ASSURING THE A( QJWY OF DESIGN AND ACCEPTABIUTY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1-800-227-2600 APPIWAL OR [)WRING CONSTRUCTM THE PRIVATE UNDERGROUND SERVICE ALERT AAA Ae i so WTroNIBE ism im P OR Call 8t feast 2 working trays prior to @7KC"ing. APPROVAL BY THE COUNTY. BOOSTER PUMP ASSEMML Y POC 010 1.1 A simplex water pressure booster system as designed and fabricated by Barrett Engineered Pumsps and provided by Green Tech (800) 427-0779. The system shall be a completely prefabricated system with pump, piping, electrical and structural elements. The entire booster pump assembly shall be UL Listed and Approved. 1.2 Pump shall be: 1.2.1(GA Series) Single stage end suction close coupled centrifugal, cast iron bronze fitted construction, equipped with mechanical shaft seal, back pullout design. Impeller shall be threaded directly to the end of the shaft. Pump shaft shall be standess steel with no sleeve. Pump shall be directly coupled to a C-face electric motor. 1.3 Electric motor shall be of the squirrel cage induction type suitable for full voltage starting. Motor shall be ODP to aid in cooling. Electric motor shallbe rated for continuous service. The mow shall have horsepower mangs such that the motor will carry the maximum. possible load to be developed under the designed pimping conditions and not overload the motor beyond the na mepltte rating of the motor. Motor shall have a 1.15 service factor. The motor shall conform to the latest NEMA Standards for motor design and construction. 1.4 Pump Control Panel shall have a NEMA 4X plain front non-metallic enclosure with padlock latches. This Includes power and control re-settable thermal circuit breakers, heavy duty magnetic stater with adjustable overload protection, Hand -Off -Auto switch to select mode of operation, and heavy duty numbered terminal strips for power and control wiring lead terminations. 1.5 Metal oxide varistor protected pump start relay(s) incorporated in panel to start pump with signal from each irrigation controller. 1.6 All system piping shall be type "L" copper. All fittings shall be copper or brass, with unions or flarhges to allow for system disassembly ormajor component removal. System shall incorporate an integral full pipe size bypass line with isolation valve to a, .ow for pump removal and repair without disrupting water supply tosystem. 1.7 Isolation valves shall be all brass quarter turn ball valves with hard chrome ball on lines 2" and less. Isolation valves shall be lug style butterfly valves with Buns-N elastomenc seats, ductile iron nickel coated disc, and stainless steel stem with handle and 10 position galvanized memory piste on lines 2W and greater. 1.8 Granges shall be 2 Ys" diameter face, glycerin filled with stainless casing and brass ktanals. 1.9 Flow activated paddle style magnetically coded flow switch, sensitive to flows as low as 1 fps, mounted on pipit and interconnected to time delay relay to shut down pump on no -flow conditions, time delay relay adjustable from 0 to 5 minutes. 1.10 Pump system shall be mounted on a structural alumrtintim skid with mounting flanges on front and back to allow for mounting of skid to concrete pad. Skid equipped with pipe support on suction and discharge piping. All rods and bolts and washers to be heavy zinc, c,o4-u Sicu oy, :1;�; aLd piping. Skid shall mchde mouuatmg hardware for integral aluminum enclosure. 1.11 The ayalorn eaclowe shall be vandal and weather rem, marine grade ahu ninum alloy 5052-1132 conduction with rectangular punch -outs for viewing and heat dissipation. The enclosure shall be low profile hinged tap design with padlock provision. The cover shall be secured to the concrete pod with stainless steel hardware. 1.12 Pump Assembly shall include the following option(s): L (VFD) Where specified by the System Design Parameters, a Variable Frequency Drive system to convert imcasaing i phase power to 3 phase power for the motor. VFD system to receive feedback signal from system mounted stainless steel preastue haseduhcer, and in conjunction with internal software driven PID control loop maintain customer adjustable constant system discharge pressure by varying the speed of the pump in response to vab.syswm. load. Where specified by the System Design Parameters, Sound Attenuation foam shall be installed on.interior of enclose with baffles on vet to reduce sand emanating from the booster system. c. (FSW) Where specified by the System Design Parameters, Flow activated non-adjustable pivoting vane style magnetically ceded Flow Switch, with 300 series stainless vine, brass body and weatherproof enclosure. Flow switch sensitive to flows as low as 1 fps, with electrical contact ratings of 5 Ampa at 125/250 VAC, pressure rated to 250 PSI, mounted on piping and interconnected to time delay relay to shut down pump on no -flow conditions, time delay relay adjustable from 0 to 5 minutes. (Option: Flow switch to provide on -off control of pumping unit) 1.13 The services of a factory representative or trained service professional shall be made available on the job site to check installatian and perform the startup and instruct the operating personnel. A startup report containing voltage and amperage read, suction and discliarp pressure readings, estimated flow conditions, and general operating characteristics shall be submitted to the Owner. 1.14 Four sets of operating and maintenance manuals shall be provided to the owner after startup and shall include parts manuals for major components, performance curve for pump, general sequence of operation, and electrical schemsbc for control panel. SYSTEM DESIGN PARAMETERS - WATER METER # 10 System Model Number 1BGA5-1.5-2-2/VFD/ATT/FSW System Design Flow Ralle 36. GPM System Design Pressure 74 PSI System Piping Sin 2 INCH Minimum Suction Pressure 50 PSI Sysem Electrical Vdtage 230 VAC Sysem Electrical Phase and Frequency 1 PHASE W HZ Pump Model Number 15GA5-1 1/4" Pump Capacity (GPM) 36 GPM Pump Total Head (Feet) 69 FEET Pump Horsepower 1 1 /2 HP Pump RPM 3500 RPM System Full Load Amperage 9 AMPS Cost Each FOB Jobsile - SYSTEM DESIGN PARAMETERS - WATER METER # 16 System Model Number IBAQB-.75-2-1.&"W/ATT/1BP System Design Flow Rate 16 GPM System Design Pressure Be PSI Syslsm Piping Sine 1 1 /2 INCH Minimum Suction Pressure 50 PSI Syslern Electrical Vdtage 230 VAC Syslam Electrical F4 and Frequency 1 PHASE 60 HZ Pump Model Number 1HM1E2DO-2HMS3 Pump Capacity (GPM) 16 GPM Pump Total Head (Feet) 51 FEET Pump Horsepower 3/4 HP Pump RPM 35M RPM System Full Load Amperage 5 AMPS Cast Each FOB Jobeile - PROJECT: LAKE RIDGE FALLS - VALLEY WIDE PHASE 2 WATER METER I CONTROLLER: H.G.L.: ELEVATION OF METER: STATIC PRESSURE: REMOTE CONTROL VALVE - MAXIMUM FLOW DEMAND: (TOTAL FLOW ) WATER METER: BACK-FIOW PREVENTOR: (825YA ) FERTIGATION INJECTOR: (16% Staac Pressure) FLOW SENSOR: ( USE TOTAL FLOW 13.8) AMiAD SCREEN FILTER (1 1/7 SUPER FILTER FOR SCREEN) GATE VALVE: MASTER VALVE:(USE TOTAL FLOW 13.8) MAIN LINE PIPE: REMOTE CONTROL VALVE: LATERAL LINE PIPE: FITTINGS (10% OF PIPE LOSSk ELEVATION DIFFERENTIAL: TOTAL SYSTEM LOSSES - REQUIRED HEAD PRESSURE: TOTAL SYSTEM REQUIREMENTS: STATIC PRESSURE. SIZE: A 1546.0 1430.0 50.2 16A5 4.5 18A1 15.9 1' 12.0 - 7.5 1" 2.0 1 1/2" 2.0 line sine 2.0 1" 3.2 Varies 2.0 1" 1.7 Varian 3.3 3.7 lose 0.9 41.3 25.0 86.3 50.2 (16.1) WATER METER Ilk CONTROLLER H.G.L.: ELEVATION OF METER: STATIC PRESSURE: REMOTE CONTROL VALVE: MAXIMUM FLOW DEMAND: WATER METER: BACK -FLOW PREVENTOR: FERTIGATION INJECTOR: (15% 91011Ic Promire ) FLOW SENSOR: AMID SCREEN FILTER GATE VALVE: MASTER VALVE: MAIN LINE POPE: REMOTE CONTROL VALVE: LATERAL LINE PIPE: FITTINGS (10% OF PIPE LOSS): ELEVATION DIFFERENTIAL: TOTAL SYSTEM LOOSES: REQUIRED HEAD PRESSURE: TOTAL SYSTEM REQUIREMENTS: STATIC PRESSURE: 1111111111113 ,r 3�3 711111111111 -, • •a 8005T7ER PUS ASSEMMY PWOC #16 1.1 Simplex water pressure booster system as designed and fabricated by Barrett Engineered Pumps and provided by Green Tech (800) 427-0779. The system shall be a completely prefabricated system with pump, piping, electrical and structural elements. 1.2 Pump shall be: 1.2.1 Horizontal multi -stage centrifugal. Pump constriction shall be stainless fitted with stainless steel casing,stainless steel impellers Pump shall be equipped with mechanical seal. Pump shall be directly coupled to a C-face electric motor. and bowls. 1.3 Electric motor shall be of the squirrel cage induction type suitable for full voltage starting. Motor shall be ODP to aid in cooling. Electric motor shall be rated for continuous service. The motor shall conform to the latest NEMA Standards for motor design and construction. 1.4 Pump Control Panel shall have a NEMA 4X non-metallic enclosure with integral Variable Frequency Drive, and programmable controller to provide automatic pressure sequenced on -off operation of pump. The pump shall include pipe mounted pressure transducer to provide pressure feedback signal to allow for pump speed variation to maintain constant system pressure on varying flow rates. The pump shall also include heavy duty terminal strips for power and control wiring lead terminations. 1.5 All system piping shall be type "L" copper. All fittings shall be copper or brass, with unions or flanges to allow for system disassembly or major component removal. 1.6 Isolation valves shall be all brass quarter turn ball valves with hard chrome ball. Spring loaded brass disc style check valve with stainless steel check disc and spring. 1.7 Gauges shall be 2!6" diameter face, glycerin filled with stainless casing and brass internals. 1.8 The pump shall be mounted on a mounting pad (QP) assembly consisting of a reinforced plastic support base, a three sixteenth inch thick 5052 H32 Marine Grade Aluminum mounting pad and 304 grade stainless steel fastening brackets. The support base shall be installed and compacted in earth allowing the top two inches of the support base to be exposed above the earth. The 5052 H32 Marine Grade Aluminum mounting pad shall be clamped to the support base with the stainless steel fastening brackets. 1.9 The system enclosure shall be of a vandal and weather resistant nature manufactured entirely of marine grade aluminum alloy 5052-1132, with a wall thickness of one eighth inch. The mounting base shall be mamidictured entirely of stainless steel. The main housing shall be of solid sheet construction punched on the sides with a rectangular pattern for viewing backflow operation. The length of the enclosure shall be ewe to allow for site adjustment. The enclosure shall have a mounting lip on one end and a locking mechanism on the other end The mounting base shall be submerged into the concrete a minimum of two inches, positioning the enclosure two and one half inches above the concrete for drainage purposes. The locking mechanism shall be of the full release type, which allows for complete removal of the enclosure from its mounting base without the use of tools. The handle controlling the locking mechanism shall be concealed within the surface of the enclosure and provide for a padlock. 1.10 Pump Assembly shall include the following options: a. (AquaBoost - AQB) A Variable Frequency Drive system, VFD system to receive feedback signal from system mounted stainless steel pressure transducer, and in conjunction with internal software driven PH) control loop maintain customer adjustable constant system discharge pressure by varying the speed of the pump in response to varying system load, and to provide on -off ply sequencing on pressure. Included is a bladder style pressure storage tank, piped to pump discharge, designed to maintain system pressure when pump is off and properly sized by the manufacturer to prevent short cycling of pumping system. b. (ATT) Where specified by the System Design Parameters, Sound Attenuation foam shall be installed on interior of enclosure with baffles on venting to reduce sound emanating from the booster system. c. (FSW) Where specified by the System Design. Parameters, Flow activated non-adjustable pivoting vane style magnetically coupled Flow Switch, with 300 series stainless vane, brass body and weatherproof enclosure. Flow switch sensitive to flows as low as I fps, with electrical contact ratings of 5 Amps at 125/250 VAC, pressure rated to 250 PSI, mounted on piping and interconnected to time delay relay to shut down pump on no -flow conditions, time delay relay adjustable from 0 to 5 minuses. (Option: Flow switch to provide en -off control of pumping unit) d. (BP) The booster pump shall mclude a bypass assembly for the puurpose of allowing flow through in can of the used to shut down the booster PUMP. 1.11 The services of a factory representative or trained service professional shall be made available on the job site to check installation and perform the startup and instruct operating personnel. A startup report coataimng voltage and amperap readings, suction and discharge pressure readings, estimated flow conditions, and general operating characteristics shall be submitted to the Owner. 1.12 Four sets of operating and maintenance manuals shall be provided to the owner after startup and shall include parts manuals for major components, performance curve for pump, general sequence of operation, and electrical schematic for control panel. NOTE : THE DEVELOPER SHALL COORDINATE 230VAC SINGE PHASE POWER DRAWINGS, AND AMPS AS NOTED IN THE BOOSTER PUMP SYSTEM DESIGN PARAMETERS. PROVIDE A DEDICATED CIRCUIT FOR THE BOOSTER PUMP SEPARATE IRROM THE IRRIGATION CONTROLLER SIZE: �- A 1562.0 1488.6 50.0 10A5 36.0 36.0 2" 1.3 1 112" 11.9 - 7.5 1" 1.5 1 1/2 S 1.8 line size I A 1 1/2" 2.3 varl" 7.1 1 1/2" 3.2 Varies 3.5 4.1 Ion 3.6 49.0 25.0 74.0 50.0 ?OEss1 TRANSPORTATION DEPARTMENT APPROVED BY: 4dr �r No. 457020",,/ &W7091,007 Exp.12-31-08 ALM D. FRENCH DATE: \\F CAOf RECOMMENDED BY DATE: BORTHWICK 2462 Dupont GUY BETTENHAUSEN Drive .' Irvine, California INC. 9261 2 949-476-8616. T 949-476-8707 F www.bgb-inc.com CENTEX HOMES 1255 CORONA POINTE COURT CORONA, CA. 92879 CONTACT: AVERY KINTNER P: (951)470-9509 R (95111372-2819 EMWO ON -SITE RECYCLED ,AND POTABLE DATER MOTES A. THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE WAILATIONS FOR THE CONSTRUCTION OF RECYCLED WATER SYSTEMS WITHIN THE EASTERN MUNICIPAL WATER DISTRICT. B. THE EASTERN MUNICIPAL WATER DISTRICT INSPECTION DEPARTMENT SHALL 15E NOTIFIED TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION AT (951)'928-3111, EXTENSION 4638. C. ALL ON -SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON PROJECT SMALL BE IDENTIFIED IN ACCORDANCE WITH THE DISTRICT'S REGULATIONS AND THE IRRIGATION SPECIFICATIONS. D. COLORED AND STENCILED PIPE AND/OR WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE PIPING CARRYING EITHER RECYCLED OR POTABLE WATER. 1. WAR NINCs TAPES SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RIN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL PIPING. THE TAPE SHALL 15E ATTACHED TO THE TOP OF THE PIPE, AND b INCHES ABOVE THE PIPE. 2. WARNING TAPE POR THE POTABLE WATER PIPING SHALL 15E 15LUE IN COLOR WITH THE U)OFRDS "CAUTION: BURIED WATERLINE BELOW" IMPRINTED MINIMUM I INCH HIGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOU6 AND PERMANENT. 3. WARNING TAPE FOR TI4E RECYCLE WATER PIPING SHALL BE PURPLE IN COLOR, PANTONE 522C, WITH THE (WORDS "CAUTION: RECYCLE WATER" IMPRINTED IN MINIMUM I INCH NIGH LETTERS BLACK IN COLOR IMPRINTING 514ALL BE CONTINUOUS AND FEN 1ANENT. E. ALL PRESSURE MAINLINE PIPING FROM THE RECYCLED WATER SYSTEM SMALL BE INSTALLED TO MAINTAIN FOUR (4) FOOT MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPW_%. WHERE RECYCLED AND POTABLE WATER PRESSURE MAINLINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING TO MAINTAIN A ONE (1) FOOT MINIMUM VERTICAL CLEARANCE. WHERE THE RECYCLED WATER PRESSURE LINE MUST ISE INSTALLED ABOVE THE POTABLE WATER PRESSURE LINE, A FOUR (4) INCH MINIMUM VERTICAL CLEARANCE MUST BE MAINTAINED AND THE RECYCLED WATER PREP LINE MUST BE INSTALLED IN A CONTINUOUS PVC CLASS 200 PIPE OL"E" WHICH EXTENDS A MINIMUM OF 10 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. THE MINIMUM SEPARATION DISTANCES REFERENCED ABOVE SHALL BE MEASURED PROM THE NEAREST OUTSIDE EDGE OF EACH PIPE BARREL AND/OIR SLEEVE. F. ALL AUTOMATIC CONTROLLERS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 9:00 PM AND 6.00 AM, UNLESS OTHERWISE PERMITTED BY THE DISTRICT, G. CONTACT THE DISTRICT INSPECTION DEPARTMENT TWO (2) WO (KING DAYS PRIOR TO THE 11MIGATION SYSTEM COVERAGE TEST AT (9bl) 926-3111, EXTENSION 4638, AND A11111RANGE FOR A SYSTEM WALK THROUGH. H. ALL VALVE CONVERTS FOR ON -SITE DISTRICT OPERATED RECYCLED WATER FACILITIES SHALL BE TRIANGULAR IN SHAPE WITH THE WORDS "RECYCLE WATER" CAST THEREON PER STANDARD DRAWING NO. PA-2. I. ALL MAINLINE VALVES SHALL BE ACCESSIBLE DURING PROJECT DEVELOPMENT. ALL VALVE STEM TOPS HAVING OVER FIVE (5) FEET COVER ARE TO HAVE AN EXTENSION INSTALLED AND PINNED TO THE VALVE OPERATING NUT PER STANDARD DRAWING NO. PA-2. J. WARNING SIGNS AND LABELS SHOULD READ "CAUTION: RECYCLED WATER DO NOT DRINK", AND SHOULD BE IN BOTH ENGLISH AND IN SPANISH. THE SIGNS SHOULD INCLUDE THE INTERNATIONAL. SYMBOL FOR DO NOT DRINK. (SEE FIGURE 1) K. A COPY OF ALL IRRIGATION AS -BUILT DRAWINGS SHALL BE GIVEN TO THE EMWD INSPECTOR PRECEDING FINAL COVERAGE TEST. L. WHEN POTABLE WATER IS ON -SITE THE REQUIRED DEPARTMENT OF HEALTH TITLE 22 CROSS CONNECTOR SHUTDOWN TEST SHALL PRECLUDE THE FINAL RELEASE OF THE IRRIGATION SYSTEM BY AND WILL 15E CONDUCTED BY EMWD'S SOURCE CONTROL DEPARTMENT. FKsURE 1 IWIGATION CONSTRUCTION NOTES (valley wide piaSa 2): 0 STU15 AND CAP A 2" PVC 50-4 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 3. RUN NINE (S) 12 GUAGE CONTROL WIRES FOR VALVES NUMBER 16AN3 THROLKsH 16A24 AND ONE (1) COMMON WIRE TO THE CtARRENT END OF THE MAIN LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE A RECTANGULAR PULL BOX. BRAND T1.4E LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION. ALSO INSTALL AN ISOLATION VALVE BEFORE CAP AS SHOWN ON PLAN. BENCHMARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 I SCALE: H: V. NONE VALLEY WIDE RECREATION & PARK DISTRICT Date: V' N O O O cm N r N E -0 M O N A T_ r N V_ E _ N TR 30422-2 IP 060047 1 "' 180 COUNTY OF RIVEE N 12 N THE LAKES , 0) VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 of 6 SHEETS IRRIGATION DETAILS E.O. MNW -q / I N V- I ago EDISON E Z i J SYM BOTANICAL NAME COMMON NAME CINNAMOMUM CAMPHORUM CAMPHOR LAGERSTROEMIA INDICA'NATCHEZ CRAPE MYRTLE PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM - PINUS ELDARICA AFGHAN PINE 00 PLATANUS ACERIFOLIA LONDON PLANE TREE PLATANUS RACEMOSA CALIFORNIA SYCAMORE E3 RHUS LANCER AFRICAN SUMAC - - - - - - - - - - - - - .--.--—.----- --__ ------ SIZE TOTAL QTY * I SYM BOTANICAL NAME COMMON NAM 24" BOX 84 O BUXUS JAPONICA JAPANESE BOXWOOD 24- BOX 21 © CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 20' BROWN TRUNK 5 Q• COTONEASTER DAMMERI BEARBERRY COTONEASTER HEIGHT 36" BOX 8 HEMEROCALLIS HYBRID RED DAYLILY 24" BOX 9 • HEMEROCALLIS HYBRID ORANGE DAYLILY 36" BOX 2 DIETES BICOLOR YELLOW FORTTNOHT LILY 36" BOX 10 Q PARTHENOCISSUS TRICUSPIDATA BOSTON IVY STANDARD © PHORMIUM TENAX 'ATROPURPUREA' NEW ZEALAND FLAX ® PHOTINIA FRASERI PHOTMNIA Q RHAPHIOLEPIS INDICA'SALLERINA' INDIA HAWTHORN ® RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN ® VIBURNUM JAPONICUM JAPANESE VIBURNUM I SYM BOTANICAL NAME 0000000 000000 0 0 0 0 0 0 o MUHLENBERGIA RIGENS DEERGRASS 1 GAL. 1,577S.F. 000000 @ 34" O.C. MYOPORUM PARVIFOLIUM 'PINK MYOPORUM 1 GAL 15,813 S.F. 0 36" O.C. : ? : .£ '. • TURF AREA: TEAM CREST TURF MIX (15 LBS / 1,000 S.F.) 2,240 S.F. ; AVAIL FROM CREATIVE HYDRO -SEED (951) 461-9745 DIG ALERT NU It: WORK OONTANED WrOW THESE PLANS SHALL NOT 00WRIIM UNTIL AN QICROkdN11QNT PEIgAIT AND/OR 6RADNIt' PERMIT HAS BEEN TM ISSUED. CALL BEFORE THE PRIVATE ENGMIEER SIGNING THESE PLANS IS YOU DIG# RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. 1-V00-227-2600 IA"PPRROOV OR, DURING CONSTRUCEVENT OF TION LATHE P�RIVA°TE01M�TY ENGM M .SHALL BE RESPONSIBLE Fdk DETEIVAINING AN UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND BEMs w THE PLANS FOR Call at lust 2. worldrig days prior to eXC Mtft.APPROVAL BY THE COUNTY. !DOL'1.1� a it 33' -� - • F• HOLL4ND ROAD PLANTING NOTES * 1 GENES PURPOSE SPECIFICATION. CONTRACTOR SHALL CONDUCT SIZE TOTAL QTY A INAL H ULTURAL SOILS ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW AND 1 GAL. 3- O.C. 55 POTENTIAL MODIFICATION OF SACKFILL MIX AND SOIL PREPARATION SPECIFICATION. SOIL PIWARATMN SNAIL BE AS FOLLOWS: 1 GAL. 4' O.C. 301 FOR GROUNDCOVER PLANTING, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND TI MOUGHLY INCORPORATIED TO A MIN. r DEPTH BY MEANS OF ROTOTILLER OR EQUAL: AMOUNT / 11W S.F.: 1 GAL. Q 6' O.C. 5W A. 2 CU. YDS. EARTHWORKS "PLANTING MIX" S. 70 LOS. EARTHWORKS "ESTABLISH" 1 GAL. 1,255 S.F. C. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER a 24" O.C. D. 10 LBS. AGRICULTURAL GYPSUM 1 GAL. Q 24" O.C. 106 THE AMENDED SURFACE SOIL CAN BE USED BACKFILL AROUND TREE AND SHRUBS AND IF ADDITIONAL QUANTITIES ARE REQUIRED, THE FOLLOWING FORMULA SHALL BE USED: 5 GAL. Q 36' O.C. 414 A. 7 PARTS By VOLUME ON -SITE SOIL S. 3 PARTS BY VOLUME EARTHWORKS "PLANTING MIX" C. 70 LOS. EARTHWORKS 'ESTABLISH" PER CU. YD. OF MIX 1 GAL. STAKED 88 D. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER 10' O.C. E. 10 LBS. AGRICULTURAL GYPSUM PER CU. YD. OF MIX 5 GAL 0 36.O.C. 30 ACID LOVING PLANTS AND/OR pH LOWERING: A. 1 CU. YD. EARTHWORKS "SPHAGNUM PEAT MOSS' 5 GAL. Q 36. O.C. 345 S. 1 CU. YD. EARTHWORKS "PLANTING MIX" C. 70 LOS. EARTHWORKS "ESTABLISH" D. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER 5 GAL. 0 36" O.C. 2,105 E. 10 LSS. AGRICULTURAL GYPSUM EARTHWORKS, 365 CORAL CIRCLE, EL SEGUNDO, CA 90245, (310) 322-9702 ATTN: JIM DANIELL 5 GAL. @ 36" O.C. 136 2. PLANTING TABLETS SHALL BE 21 GRAM AND SHALL BE FURNISHED IN THE FOLLOWING RATIONS: 5 GAL @ 36" O.C. 22 ONE TABLET PER FIVE (5) GALLON CONTAINER • FOUR TABLETS PER FIFTEEN (15) GALLON CONTAINER • SIX TABLETS PER 24 INCH BOX • EIGHT TABLETS PER SPECIMEN TREE 3. ALL PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY DEVELOPER AND / OR LANDSCAPE ARCHITECT. 4. ALL PLANT LOCATIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AFTER SPOTTNG BY CONTRACTOR IN LOCATIONS SHOWN ON PLAN - PRIOR TO EXCAVATION OF HOLES. 5. ALL VINES AND ESPALIERS TO BE REMOVED FROM THEIR NURSERY STAKES AND ATTACHED TO ADJACENT WALLS AND FENCES WITH VINE TIES AND NURSERY TAPE, AS APPROVED BY LANDSCAPE ARCHITECT. S. REFER TO WRITTEN SPECIFICATIONS FOR FURTHER INFORMATION. T. MISTALL4- DBRB• ORGANIC F"AOOD MULCH AS TOPOMMING 0 ALL SHRUB AM" AFTER PLANTING IS COMPLETE. GoEssr TRANSPORTATION DEPARTMENT �t No.45TO2 • Zee Exp• 12-31-08 wo 47 ALAN D- - - DATE: J> CIVN.CA RECOMMENDED BY �Q •O7 2462 Dupont Drive Irvine, California 9261 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com CENTEX HOMES 1265 CORONA POINTE COURT CORONA, CA. 92076 CONTACT: AVERY KINTNER P: (951)479-9569 v NOTE: SEE SHEETS 20-21 FOR PLANTING LEGEND, DETAILS & NOTES 0 20 40 60 80 SCALE I" = 20' NORTH BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1964 H 1 "=20' VALLEY WIDE RECREATION & PARK DISTRICT C1 W"T N,�ftqowo TR 30422-2 IP 060047 COUNTY OF RIMOtSIDE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 PLANTING PLAN FM I wa cxIIUNTY � 90a HIM 13 OF 26 SHEETS 1 M 'r— �' PT. A W W LU U) s �r 1 i LU Z J U 3 H Q I � j(►�NN� _ �� T T(cJTI `[lj��+l9 • • • • • • • • • .° • • • • • •...... •. • • • • • • • • • • • • •........• • • • •-`s••!e�• e • •jLWjLs•�•-•-• • • e • • • ��MIN900c. 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W. / R.O.W. SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY • CINNAMOMUM CAMPHORUM CAMPHOR 24" BOX 84 B LAGERSTROEMIA INDICA'NATCHET CRAPE MYRTLE 24' BOX 21 PHOENIX DACTYLIFERA'DEGLET NOOK' DATE PALM 20' BROWN TRUNK 5 HEIGHT - PINUS ELDARICA AFGHAN PINE 36" BOX 8 PLATANUS ACERIFOLW LONDON PLANE TREE 24' BOX 9 PLATANUS RACEMOSA CALIFORNIA SYCAMORE 36' BOX 2 RHUS LANCER AFRICAN SUMAC 36" BOX 10 STANDARD I SYM BOTANICAL NAME 00000 000000 0 0 0 0 0 0 o MUHLENBERGIA RIGENS DEERGRASS 1 GAL. 1,577 000000 Q34" O.C. MYOPORUM PARVIFOLIUM 'PINK' MYOPORUM 1 GAL. 15,813 S.F. @ 36.O.C. TURF AREA: TEAM CREST TURF MIX (15 LBS / 1,000 S.F.) 2,240 S.F. AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 al ALERT IVWlt: WOW OONTAMIED M7lIBN 1FIESE PLANS SMALL NOT OOMNENICE UIITNL AN ENCROACHMT PEPM1T NO/at G RACM PERMIT HAS BEEN TM I3SLIED. CALL BEFORE YOU DIG THE PRIVATE ENG04M SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURM THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPMICIIES ARISING AFTER COUNTY 1-800-227-2600 APPROVAL OR DUO" CONST'RUC11M THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOrt DETERMMMNG AN UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUT10N AND REVISING THE PLANS FOR Gall at least Z working days prior to excavatiM APPROVAL BY THE COUNTY. I SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY O BUXUS JAPONICA JAPANESE BOXWOOD 1 GAL. Q 3- O.C. 55 © CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. Q 4- O.C. 301 O• COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. Q 6 O.C. 556 HEMEROCALLIS HYBRID RED DAYLILY 1 GAL. 1,255 S.F. Q 24" O.C. • HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. Q 24" O.C. 106 ® DIETES BICOLOR YELLOW FORTNIGHT LILY 5 GAL. Q 36" O.C. 414 O PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. STAKED 88 Q 10' O.C. © PHORMIUM TENAX'ATROPURPUREA' NEW ZEALAND FLAX 5 GAL Q 36" O.C. 30 ® PHOTHA FRASERI PHOTINIA 5 GAL. Q 36" O.C. 345 Q RHAPHIOL.EPIS INDICA MALLERINA' INDI A HAWTHORN 5 GAL. Q 36" O.C. 2,105 ® RHAPHIOLEPIS INDICA'CLARA! INDIA HAWTHORN 5 GAL. Q 36" O.C. 136 ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL @ 36" O.C. 22 �1101� ' PLANTING NOTES ,. GENERAL PURPOSE SPECIFICATION. CONTRACTOR SHALL CONDUCT A FIND H ICULTUFiAL SOILS ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW AND POTENTIAL MODIFICATION OF BACKFILL MIX AND SOIL PREPARATION SPECIFICATION. SOIL PREPARATION SMALL BE AS FOLLOWS: FOR GROUNDCOVER PLANTING, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATIED TO A MIN. 6" DEPTH BY MEANS OF ROTOTILLER OR EQUAL: AMOUNT / 'HM S.F.: A. 2 CU. YOS. EARTHWORKS "PLANTING MIX" B. 70 LBS. EA RTHWORKS "ESTABLISH" C. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER D. 10 L3S. AGMULTURAL GYPSUM THE AMENDED SURFACE SOIL CAN BE USED BACKFILL AROUND TREE AND SHRUBS AND IF ADDITIONAL QUANTITIES ARE REQUIRED, THE FOLLOWING FORMULA SHALL BE USED: A. 7 PARTS BY VOLUME ON4NTE SOIL B. 3 PARTS BY VOLUME EARTHWORKS "PLANTING MIX" C. 70 LBS. EARTHWORKS "ESTABLISH" PER CU. YD. OF MIX D. 7 LOS. EARTHWORKS 7-1-7 FERTILIZER E. 10 LBS. AGRICULTURAL GYPSUM PER CU. YD. OF MIX ACID LOVING PLANTS AND/OR pH LOWERING: A. 1 CU. YD. EARTHWORKS "SPHAGNUM PEAT MOSS" B. 1 CU. YD. EARTHWORKS "PLANTING MIX" C. 70 LBS. EARTHWOWS "ESTABLISH" D. 7 LBS. EARTHWOWS 7-1-7 FERTILIZER E. 10 LBS. AGRICULTURAL GYPSUM EARTHWORKS, 30 CORAL CIRCLE, EL SEGUNDO, CA 90245, (310) 322-9702 ATTN: JIM DANIELL 2. PLANTING TABLETS SHALL BE 21 GRAN AND SHALL BE FURNISHED IN THE FOLLOWING RATIONS: • ONE TABLET PER FIVE (5) GALLON CONTAINER • FOUR TABLETS PER FIFTEEN (15) GALLON CONTAINER • SIX TABLETS PER 24 INCH BOX • EIGHT TABLETS PER SPECIMEN TREE 3. ALL PLANT MATERIAL SHALL BE SUBJECT TO W43PECTION AND APPROVAL BY DEVELOPER AND / OR LANDSCAPE ARCHITECT. 4. ALL PLANT LOCATIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AFTER SPOTTING BY CONTRACTOR IN LOCATIONS SHOWN ON PLAN — PRIOR TO EXCAVATION OF HOLES. 5. ALL VINES AND ESPALIERS TO BE REMOVED FROM THEIR NURSERY STAKES AND ATTACHED TO ADJACENT WALLS AND FENCES WITH VINE TIES AND NURSERY TAPE, AS APPROVED BY LANDSCAPE ARCHITECT. 6. REFER TO WRITTEN SPECIFICATIONS FOR FURTHER INFORMATION. 7. INSTALL 4" DEEP ORGANIC REDWOOD MULCH AS TOPOIIHSB1i IN ALL SHRUB AREAS AFTER PLANTime a comPL.ETE. TRANSPORTATION DEPARTMENT FEssI APPROVED BY: WICK GUY BETTERHAUSEN I .�� FRFti� 2462 Dupont Drive Irvine,. 949-476-861 6 T 949.476-870.7 n Califoria 9261 2 F k! No. 45702�` •26 • dp www.bgb-inc.com 1112-31-08 ALAI D. � DATE: CLIENT CENM HOMES it x� 1265 CORONA POINT€ COURT P s�4T clVI\. �N F (- - p CORONA, CA. 92879 C>A10F°4 Y WE CONTACT: AVERY KI NTNER P: (951)479-9599 -- F: (951)372-2519 NOTE: SEE SHEETS 20-21 FOR PLANTING LEGEND, DETAILS & NOTES 0 20 40 60 80 SCALE 1 " = 20' NORTH �.'_ BENCH MARK: TR 30422— 2 RIVERSIDE COUNTY ► 001111/� 1111M I VALLEY WIDE RECREATION & PARK DISTRICT • //- 5 -off Date: IP M0047 SHEET N0° c BM M-14-63 IN THE COUNTY OF 1INVII11" 14 T INTERSECTION OF NEWPORT c ROAD AND LINDENBERGER THE LAKES c C ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 2 - W. * MARKED COUNTY IN CAP Tr. 34422-2 I OF 26 SHEETS I y WELL MONUMENT 1904 ELEVATION 1425.301 PLANTING PLAN H: 1 "=20' FM w wa Cc mTY Illi i{Ilililll+l I I { I � I I III I ! ! i I I ! I � .__._.� .-•_--'-----._._._ .______-• ---- .___ __._ .___ _._._._ ._.__ \ \ \ \\\ \` \ I I I I III I I III •.. _- �-_----.._._ f \ \ \ \\ \\ \ I! II�IIjI�IlI�{ � \\\\\\ REGIONAL PARK PER lilliiiljlllll SEPARATE PLANS IlIIIlli{!i{Ili _ _----------------.-------------— — — — — — — — — — — — — \ \�— �L--_ __-____-____-__�_______-_-_-_--_-_---_--_-_-_-_-_-_--_=_=_____= =-- = _=_-_-_-___-- ;-�-�._ _ _-8L1;1--------__ -- ----_--------------- - ___- __ __ ___ -- _--•'- --- __ _ _ _ _ O.W, --- � _ _-- /�/ R.O.W.-_-_-_-_-_--_-_-_-_-_- _- �_9��81=_-_------- _ _ _ _ __ _ _ _ _-'---_ _ _ __---= -_- -_ _ - ---- lop V co so 01 ��- '0A -'Q @. ''- we C.L. GX01 A SYM BOTANICAL NAME COMMON NAME — CINNAMOMUM CAMPHORUM CAMPHOR LAGERSTROEMIA INDICA WATCHEZ CRAPE MYRTLE PHOENIX DACTYLIFERA'DEGLET NOOK DATE PALM - PINUS ELDARICA AFGHAN PINE 00 PLATANUS ACERIFOLIA LONDON PLANE TREE PLATANUS RACEMOSA CALIFORNIA SYCAMORE 0 RHUS LANCEA AFRICAN SUMAC SYM BOTANICAL NAME 0000000 000000 MUHLENBERGIA RIGENS DEERGRASS MYOPORUM PARVIFOLIUM'PINK' MYOPORUM TURF AREA: TEAM CREST TURF MIX (15 LBS / 1,000 S.F.) • AVAIL. FROM CREATIVE HYDRO -SEED (951) 481-9745 NOTE: DIG ALEiMpRl( CONTANJED "TIIMI THpE PLANS SMALL NOT CGMMENCE UNM AN MCROA01"T PERMIT AND/OR GRADING PERMIT HAS BEEN TM ISSUED. CALL BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS YOU DIGI RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY I IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENCMiEER ENGINEER SHALL BE RESPONSIBLE FOR DETERIvINING AN UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Call at lest 2 working days prior to eXea6atkV. APPROVAL BY THE COUNTY. SIZE TOTAL CITY 24' BOX 84 24' BOX 21 20' BROWN TRUNK 5 HEIGHT 36" BOX 8 24' BOX 9 38" BOX 2 38" BOX 10 STANDARD 1 GAL. 1,577 S.F. Q 34" O.C. 1 GAL. 15,813 S.F. Q 38" O.C. 2,240 S.F. ilO 62 63 HOLLAND ROAD 11R1IR I F[:FI n SYM BOTANICAL NAME COMMON NAME SIZE TOTAL CITY O BUXUS JAPONICA JAPANESE BOXWOOD 1 GAL. Q Y O.C. 55 © CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. Q 4' O.C. 301 QQ COTONEASTER DAMMERI BEARBERRY COTON'EASTER 1 GAL. Q 6' O.C. 556 HEMEROCALLIS HYBRID RED DAYLILY 1 GAL. 1,255 S.F. Q 24" O.C. • HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. 0 24" O.C. 106 DIETES BICOLOR YELLOW FORTNIGHT LILY 5 GAL. Q 36" O.C. 414 Q PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. STAKED 88 @ la O.C. © PHORMIUM TENAX'ATROPURPUREN NEW ZEALAND FLAX 5 GAL Q 36" O.C. 30 ® PHOTINIA FRASERI PHOTINIA 5 GAL. Q 36" O.C. 345 Q RHAPHIOLEPIS INDICA'BALLERINA' INDIA HAWTHORN 5 GAL. @ 36" O.C. 2,105 ® RHAPHIOLEPIS INDICA'CLARK INDIA HAWTHORN 5 GAL. Q 36" O.C. 136 ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL Q 36" O.C. 22 V OFESSIIfn p�,, y tp! N0.45702 Exp. 12-31-08 AIR. I DATE COUNTY 9rE OF C,%Of m C.L. R.U.W. 1. GENERAL PURPOSE SPECIFICATION. CONTRACTOR SHALL CONDUCT A FINAL HGCCULTURAL SOILS ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW AND POTENTIAL MODIFICATION OF BACKFILL MIX AND SOIL PREPARATION SPECIFICATION. SOIL PREPARATION SHALL BE AS FOLLOWS: FOR GROUNDCOVER PLANTING, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATIED TO A MIN. 6' DEPTH BY MEANS OF ROTOTILLER OR EQUAL: AMOUNT / IM S.F.: A. 2 CU. YDS. EARTHWORKS 'PLANTING MIX" B. 70 LBS. EARTHWORKS "ESTABLISH' C. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER D. 10 LBS. AGRICULTURAL GYPSUM THE AMENDED SURFACE SOIL CAN BE USED BACKFILL AROUND TREE AND SHRUBS AND IF ADDITIONAL QUANTITIES ARE REQUIRED, THE FOLLOWING FORMULA SHALL BE USED: A. 7 PARTS BY VOLUME ON -SITE SOIL B. 3 PARTS BY VOLUME EARTHWORKS "PLANTING MIX" C. 70 LBS. EARTHWORKS "ESTABLISH" PER CU. YD. OF MIX D. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER E. 10 LBS: AGRICULTURAL GYPSUM PER CU. YD. OF MIX ACID LOVING PLANTS AND/OR pH LOWERING: A. 1 CU. YD. EARTHWORKS "SPHAGNUM PEAT MOSS" B. 1 CU. YD. EARTHWORKS "PLANTING MIX" C. 70 LBS. EARTHWORKS "ESTABLISH" D. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER E. 10 LBS. AGRICULTURAL GYPSUM EARTHWORKS, 365 CORAL CIRCLE, EL SEGUNDO, CA 90245, (310) 322-9702 ATTN: JIM DANIELL 2. PLANTING TABLETS SHALL BE 21 GRAM AND SHALL BE FURNISHED IN THE FOLLOWING RATIONS: • ONE TABLET PER FIVE (5) GALLON CONTAINER • FOUR TABLETS PER FIFTEEN (15) GALLON CONTAINER • SIX TABLETS PER 24 INCH BOX • EIGHT TABLETS PER SPECIMEN TREE 3. ALL PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY DEVELOPER AND / OR LANDSCAPE ARCHITECT. 4. ALL PLANT LOCATIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AFTER SPOTTING BY CONTRACTOR IN LOCATIONS SHOWN ON PLAN — PRIOR TO EXCAVATION OF HOLES. 5. ALL VINES AND ESPALIERS TO BE REMOVED FROM THEIR NURSERY STAKES AND ATTACHED TO ADJACENT WALLS AND FENCES WITH VINE TIES AND NURSERY TAPE, AS APPROVED BY LANDSCAPE ARCHITECT. 8. REFER TO WRITTEN SPECIFICATIONS FOR FURTHER INFORMATION. 7. INSTALL 4" DEEr ORGANIC IMVIOOD MULCH AS TOPORESSING IN ALL SHRUB AREAS AFTER PLANTING M COMPLETE. TRANSPORTATION DEPARTMENT BORTHWICK GUY BETTENHAUSEN INC. APPROVED BY: 2462 Dupont Drive 0 Irvine, C a I i f o r n i o 92612 949-476-8616 T 949-476-8707 F www.bgb-inc.com goaft 1100?4 00 7 ALAI D. FRENCH DATE: CLIENT (. r�o RECOMMENDED Y CENTEX HOMES 1265 CORONA POINTE COLRT CORONA, CA. 92879 CONTACT: AVERY KINTNER P: (951)479-9569 Ir ►„A/}►AAAis�Z�AAAAelO f� '✓.AADl®Ol�[A`4 PUBLIC SIDEWALK PT.B.. 65 40 FUTURE SCHOOL SITE NOTE: SEE SHEETS 2041 FOR PLANTING LEGEND, DETAILS & NOTES 1 1 40 60 80 /\ w F w I w O N ti N N CO E K'7 FZ 0 N N VALLEY WIDE RECREATION & PARK DISTRICT 7 SCALE 1 20' NORTH ) / " 5 O7 N BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SC • H: 1 "=20' w TR 30422-2 IP 060047 *EU NO. $ CWNTY OF RIVERSIDE N 15 N THE LAKES d) VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 OF 26 SHEETS PLANTING PLAN F0. E IITMIO. -7uU V_ MATCHLINE — SEE'SHEET 17 CINNAMOMUM CAMPHORUM LAGERSTROEMIA INDICA WATCHEZ CRAPEMYRTLE PHOENIX DACTYLIFERA'DEGLET NOOR DATE PALM PINUS ELDARICA AFGHAN PINE PLATANUS ACERIFOLIA LONDON PLANE TREE PLATANUS RACEMOSA CALIFORNIA SYCAMORE RHUSLANCEA AFRICAN SUMAC MUHLENBERGIA RIGENS DEERGRASS MYOPORUM PARVIFOLIUM'PINK' MYOPORUM TURF AREA: TEAM CREST' TURF MIX (15 LSS / 1,000 S.F.) AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 NOTE: �' � ALERT WORK CONTAINED. 1MTFNN ,HESE PLANES SHALL NOT UNTIL AN ENCROApMNIENT PERMIT AND/OR GRADING PERMIT HAS BEEN TM ISSUED. BEFORE THE PRIVATE ENGINEER SO4NG THESE PLANS IS YOU DIG! RESPomsml FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. 1-800-227-2600 'APPRROOVALLOOft CONSTRUCTIONN�TTHHE M Av COUNTY AFTER TH' ENgNEER SHALL BE RESPONSIBLE FO�t DEIERMN�IPIG AN UNDERGROUND SERVICE ALERT ACCEPTABLE S L UEnON AND REVISING THE PLANS FOR Call at least 2 working .days prior to excavating. APPROVAL BY THE COUNTY. HOLLAND ROAD 24" BOX 84 O BUXUS JAPONICA JAPANESE BOXWOOD 1 GAL. (M 3' O.C. 55 24" BOX 21 © CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. Q 4' O.C. 301 20' BROWN TRUNK 5 O COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. Q V O.C. 556 HEIGHT 36" BOX 8 HEMEROCALLIS HYBRID RED DAYLILY 1 GAL. 1,255 S.F. 024"O.C. 9 • HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. Q 24" O.C. 106 24" BOX 36" BOX 2 DIETES BICOLOR YELLOW FORTNIGHT LILY 5 GAL. 0 36" O.C. 414 36" BOX 10 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. STAKED 88 Q 10' O.C. STANDARD © PHORMIUM TENAX'ATROPURPUREN NEW ZEALAND FLAX 5 GAL C 36" O.C. 30 ® PHOTINIA FRASERI PHOTINIA 5 GAL. Q 36" O.C. 345 Q RHAPHIOLEPIS INDICA'BALLERINN INDIA HAWTHORN 5 GAL. 36" O.C. 2,105 ® RHAPHIOLEPIS INDICA'CLARA! INDIA HAWTHORN 5 GAL. 3W O.C. 136 (� VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 36- O.C. 22 e. i- uam ,�k,Qs' _� 0• F�'F,_�, H Per- -rCy No.45702 Exp. 12-31-08 J rCIVN. \\F OF Ce,��F°�/ PLANTING NOTES 1. GENERAL PURPOSE SPECIFICATKN. CONTRACTOR SHALL CONDUCT A FINAL H (CULTURAL SOILS ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW AND POTENTIAL MODIFICATION OF BACKFILL MIX AND SOIL PREPARATION SPECIFICATION. SOIL PREPARATION SMALL BE AS FOLLOW& FOR GROUNDCOVER PLANTING, THE: FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATIED TO A MIN. 6" DEPTH BY MEANS OF ROTOTILLER OR EQUAL: AMOUNT I i9W S.F.: A. 2 CU. YDS. EARTHWORKS "PLANTING MIX" B. 70 LBS. EARTHWORKS "ESTABLISH" C. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER D. 10 LBS. AGRICULTURAL GYPSUM THE AMENDED SURFACE SOIL CAN BE USED BACKFILL AROUND TREE AND SHRUBS AND IF ADDITIONAL QUANTITIES ARE: REQUIRED, THE FOLLOWING FORMULA SHALL BE USED: A. 7 PARTS BY VOLUME ON -SITE SOIL B. 3 PARTS BY VOLUME EARTHWORKS "PLANTING MIX" C. 70 LBS. EARTHWORKS "ESTABLISH" PER CU. YD. OF MIX D. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER E. 10 LBS. AGRICULTURAL GYPSUM PER CU. YD. OF MIX ACID LOVING PLANTS AND/OR pH LOWERING: A. 1 CU. YD. EARTHWORKS "SPHAGNUM PEAT MOSS" S. 1 CU. YD. EARTHWORKS "PLANTING MIX" C. 70 LBS. EARTHWORKS "ESTABUSW D. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER E. 10 LBS. AGRICULTURAL GYPSUM EARTHWORKS, 365 CORAL CIRCLE, EL SEGUNDO, CA 90245, (310) 322-9702 ATTN: JIM DAWELL 2. PLANTING TABLETS SHALL BE 21 GRAM AND SHALL BE FURNISHED IN THE FOLLOWING RATIONS: • ONE TABLET PER FIVE (5) GALLON CONTAINER • FOUR TABLETS PER FIFTEEN (15) GALLON CONTAINER • SIX TABLETS PER 24 INCH BOX • EIGHT TABLETS PER SPECIMEN TREE 3. ALL PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY DEVELOPER AND / OR LANDSCAPE ARCHITECT. 4. ALL PLANT LOCATIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AFTER sPOTTING BY CONTRACTOR IN LOCATIONS SHOWN ON PLAN — PRIOR TO EXCAVATION OF HOLES. 5. ALL VINES AND ESPALIERS TO BE REMOVED FROM THEIR NURSERY STAKES AND ATTACHED TO ADJACENT WALLS AND FENCES WITH VINE TIES AND NURSERY TAPE, AS APPROVED BY LANDSCAPE ARCHITECT. 6. REFER TO WRITTEN SPECIFICATIONS FOR FURTHER INFORMATION. 7. INSTALL4" DEEP ORGANIC REDWOOD MULCH AS TOPORIMSM IN ALL SHRUB ARE" AFTER PLANTING MI COWLETE. TRANSPORTATION DEPARTMENT BORTHWICK GUY HA N 1N APPROVED BY: 2462 Dupont Drive 9 Irvine, California 9261 2 949-476-8616 T 949-476-8707 F www.bgb-inc.com 6CUfto ?^#vowO 7 ALAN D. FRENCH DATE: CLIENT RECOMMENDED Y " CENTEX HOMES 1255 CORONA POINTE COURT CORONA, CA. 92879 CONTACT: AVERY KINTNER P: (951)479-9569 0 20 40 60 80 SCALE 1 of = 209 QL> NORTH VALLEY WIDE RECREATION & PARK DISTRICT LFE O N N N T_ E 3 -a L CM CID O O N� A I— N 03 E m -0 C N BENCH MARK: RIVERSIDE COUNTY TR 30422-2 IP 060047 9HEFT N0' ` BM M-14-63 IN THE 16 N COUNTY OF RIVERSIDE T INTERSECTION OF NEWPORT THE LAKES CNI ROAD AND LINDENBERGER & ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 2 * MARKED COUNTY IN CAP Tr" 30422-2 OF 26 SHEETS�— WELL MONUMENT 1984 E PLANTING PLAN ELEVATION 1425.301 V. 1 "=20' 0)SC -� I F0ft VLa OOtN1TY III max IICL C) Lf 7 U U, MATCHLINE - SEE SHEET 19 SHRUB LF-ClIEND PLANTING NOTES SYM BOTANICAL NAME COMMON NAME SQE TOTAL CITY SYM BOTANICAL NAME COMMON NAME SIZE TOTAL CITY' 1 IM6.L�GL UX PURPOSE SPECIFICATION. CONTRACTOR SHALL CONDUCT ANAL UNSOILS ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW AND — CINNAMOMUM CAMPHORUM CAMPHOR 24" BOX 84 O BUXUS JAPONICA JAPANESE BOXWOOD 1 GAL. 3' O.C. 55 POTENTIAL MODIFICATKNd OF BACKFRLL MIX AND AIL PREPARATKNd SPECIFK:ATKNV. SOIL PREPARATION SMALL W AS FOLLOWS: B LAGERSTROEMIA INDICA'NATCHEZ CRAPE MYRTLE 24" BOX 21 © CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. C 4' O.C. 301 FOR GROUNDCOVER PLANTING, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATIED TO A MIN. W DEPTH BY MEANS OF ROTOTILLER OR EQUAL: AMOUNT / i4N S.F.: PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM 20' BROWN TRUNK 5O COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. Q 6' O.C. 556 A. 2 CU. YDS. EARTHWORKS "PLANTING MIX" HEIGHT B. 70 LBS. EARTHWORKS "ESTABLISH" PINUS ELDARICA AFGHAN PINE 36" BOX 8 HEMEROCALLIS HYBRID RED DAYLILY 1 GAL. 1,255 S.F. C. 7 LOS. EARTHWORKS 7-1-7 FERTILIZER D. 10 LBS. AGRICULTURAL GYPSUM - 24- O.C. p LONDON PLANE TREE 24" BOX 9 • HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. @ 24" O.C. 106 THE AMENDED SURFACE SOIL CAN BE USED BACKFILL AROUND TREE AND SHRUBS AND IF ADDITIONAL QUANTITIES ARE REQUIRED, THE FOLLOWING FORMULA SHALL BE 60 PLATANUS ACERIFOLIA USED: CALIFORNIA SYCAMORE 36" BOX 2 DIETES BICOLOR YELLOW FORTNIGHT LILY 5 GAL. Q 36" O.C. 414 A. 7 PARTS BY VOLUME ON -SITE SOIL PLATANUS RACEMOSA B. 3 PARTS BY VOLUME EARTHWORKS "PLANTING MIX" AFRICAN SUMAC 36" BOX 10 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. STAKED 88 C. 70 Les. EARTHWORKS "ESTABLISH" PER CU. YD. OF MIX KS 7-1-7 FERTILIZER 1 RHUS LANCEA STANDARD 10' O.C. E. 10 LBS. AGRICULTURAL GYPSUM PER CU. YD. OF MIX PHORMIUM TENAX'ATROPURPUREN NEW ZEALAND FLAX 5 GAL C 3W O.C. 30 ACID LOVING PLANTS AND/OR pH LOWERING: A. 1 CU. YD. EARTHWORKS "SPHAGNUM PEAT MOSS" ® PHOTTNIA FRASERI PHOTINIA 5 GAL. @ 36. O.C. 345 S. 1 CU. YD. EARTHWORKS "PLANTING MIX" C. 70 LBS. EARTHWORKS "ESTABLISH" D. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER Q RHAPHIOLEPIS INDICA'BALLERINA! INDIA HAWTHORN 5 GAL. Q 36. O.C. 2,105 E. 10 LBS. AGRICULTURAL GYPSUM EARTHWORKS, 365 CORAL CIRCLE, EL SEGUNDO, CA 90245, (310) 322-9702 RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. @ WO.C. 136 ATT® N:.N DA 2. PPLAG TABLETS PLANTING ETS SHALL BE 21 GRAM AND SHALL BE FURNISHED IN ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL @ 36" O.C. 22 THE FOLLOWING RATIONS: FIVE( ONE TABLET PER FIVE (5) GALLON CONTAINER • FOUR TABLETS PER FIFTEEN (15) GALLON CONTAINER SYM BOTAMAL NAME . - SIX TABLETS PER 24 INCH BOX - EIGHT TABLETS PER SPECIMEN TREE 0 0 0 0 0 0 0 000000 MUHLENBERGIA RIGENS DEERGRASS 1 GAL. 1,577 S.F. L PLANT MATERIAL SHALL BE SUBJECT TO TAND APPROVAL KMI 0000000 000000 Q 34- O.C. BY DEVELOPER AND / OR LANDSCAPE ARCHITECT. MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL. 15,813 S.F. 4. ALL PLANT LOCATIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AFTER SPOTTING BY CONTRACTOR IN LOCATIONS SHOWN ON PLAN — 36- O.C. PRIOR TO EXCAVATION OF HOLES. TURF AREA: TEAM CREST TURF MIX (15 LBS / 1,000 S.F.) 2,240 S.F. 5. ALL VINES AND ESPALIERS TO BE REMOVED FROM THEIR NURSERY STAKES AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 AND ATTACHED TO ADJACENT WALLS AND FENCES WITH VINE TIES AND NURSERY TAPE, AS APPROVED BY LANDSCAPE ARCHITECT. S. REFER TO WRITTEN SPECIFICATIONS FOR FURTHER INFORMATION. T. INTALL 4" DEEP ORQIUW REDWOOD MULCH AS TOPDREIMIM IN ALL SMRIM AREAS AFTER PLANTING M COMPLETE. ALERT NOTE: �' � WOW CONTAINED iMTIIN TIIEBL PLANS SMALL NOT OOMiMENCE IMIM AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN TM ISSUED. CALL BEFORE THE PRIVATE ENGIINEM SIGNING THESE PLANS IS YOU DIG! RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABMJTY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ,I-800-27-00 APPROVAL OR DURING CONSTRUCTION THE PRIVATE UNDERGROUND SERVICE ALERT AAA AB E auTlo rsli c ��OR Call at least 2 working days prior to ex�ating ,APPROVAL BY THE COUNTY. v0ESSN ti4P PN 0. FRFtic � Q s No.45702 Exp. 12-31-OS K BY DATE .GATE o � ENGINEER REVISIONS COUNTY sT c► V �+- �,.P qrF OF CAL�FO9' TRANSPORTATION DEPARTMENT BORTHWICK GUY BETTENHAUSEN I APPROVIED BY: 2462 Dupont Drive . Irvine, Califorrnia 9261 2 949-476-8616 T 949.476-8707 F www.bgb.incvc_ ll-!?A&*40I( .com Pou go;, ALAN D. FRENCH DATE: CLIENT (A& - 4"o RECOMMENDED Y : CENTEX HOMES 1265 CORONA POINTE COURT CORONA. CA. 92879 CONTACT: AVERY KINTNER P: (951)479-9569 F: (951)372-2519 U NOTE: SEE SHEETS 20-21 FOR PLANTING LEGEND, DETAILS & NOTES 0 20 40 60 80 SCALE 1 20' NORTH BENCH MARK: RIVERSIDE COUNTY ` BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENSERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 H: 1 "=20' V1. MATCHLINE - SEE SHEET 17 VALLEY WIDE RECREATION & PARK DISTRICT .---- 11 - S-o7 uel W. Date: TR 30422— 2 I P 060047 COUNTY OF RIVERSIDE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 PLANTING PLAN FM I VLO. c=m H N N N eM �: N A N C N %lW NO. cQ 18 N N d� OF 26 SHEETS l u MATCHLINE - SEE SHEET 18 • I I I I t I I f CONCRETE MOWCURB AT PROJECT LIMITS PER VALLEY WIDE STANDARD DETAILS - SEE DETAIL LP-8 ON SHEET 20 1 I I I r------------------------J I I I 1 I I I I 1• vJ J 0 0 LL W I I I I I I I 1 I I I i I i I I I , CONCRETE MOWCURB AT PROJECT LIMITS PER VALLEY WIDE STANDARD DETAILS - SEE DETAIL LP-8 ON SHEET 20 I I I I I i I i I I - NOTE: DIG ALERT WOWCONTAN�IED 1M7FNN TiIESE FLANS SHALL NOT CawMENCE UNIIL AN E'NICROM MIIDIT PERMIT AND/OR OtAOM PERMIT HAS BEEN TM ISSUED. CALL BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS YOU DIG1 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTANLITY OF THE WORK HEREON. /� IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1-800-2 27-2 600 APPROVAL OR DURING CONSTRUCTION THE PRIVATE �+ ENGINEER SHALL BE RESPONSIBLE Rik DETERMINING AN UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND REMSRNG THE PLANS FOR lent 2 Work r to excavating,APPROVAL BY THE COUNTY. Cali at le Working . prior , PUBLIC SIDEWALK C.L. t Jf; r� 15- Cl PUBLIC SIDEWALK w z 0 Z co PT. I R.O.W. I I I I N I I I i 12— 1 , I / I I MATCHLINE SEE SHEET 16 �90ESSlgy<\ �l No.45702 Exp. 12-31-08 . I DATE �t REVISIONS COUNTY `rr CIVIL Q ,' OF Aof TRANSPORTATION DEPARTMENT APPROVED 6Y: t14. IA&,Cl //"U -07 ALAN D. FRENCH DATE: Y I A-- SYM BOTANICAL NAME COMMON NAME — N CRNAMOMUM CAMPHORUM CAMPHOR B LAGERSTROEMIA INDICA 'HATCHET CRAPE MYRTLE PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM - PINUS ELDARICA AFGHAN PINE A PLATANUS ACERIFOLIA LONDON PLANE TREE PLATANUS RACEMOSA CALIFORNIA SYCAMORE RHUS LANCER AFRICAN SUMAC SIZE TOTAL QTY 24" BOX 84 24" BOX 21 20' BROWN TRUNK 5 HEIGHT 36" BOX 8 24" BOX 9 36" BOX 2 36" BOX 10 STANDARD SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY * I 0 BUXUS JAPONICA JAPANESE BOXWOOD 1 GAL. @ T O.C. 55 © CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. @ 4' O.C. 301 0 COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. @ W O.C. 556 HEMEROCALLIS HYBRID RED DAYLILY 1 GAL. 1,255 S.F. 0 24" O.C. • HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. @ 24" O.C. 106 DIETES BICOLOR YELLOW FORTNIGHT LILY 5 GAL. @ 36" O.C. 414 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. STAKED 88 @ 10' O.C. © PHORMIUM TENAX'ATROPURPUREA' NEW ZEALAND FLAX 5 GAL @ 36" O.C. 30 ® PHOTINIA FRASERI PHOTINIA 5 GAL. @ 36" O.C. 345 Q RHAPHIOLEPIS INDICA BALLERINA' INDIA HAWTHORN 5 GAL. @ 36" O.C. 2,105 ® RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. @ 36" O.C. 136 ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL r- 36" O.C. 22 SYM BOTANICAL NAME 0000000 ° 0000000 oo MUHLENBERGIA RIGENS DEERGRASS 000000 MYOPORUM PARVIFOLIUM'PINK' MYOPORUM TURF AREA: TEAM CREST TURF MIX (15 LBS / 1,000 S.F.) ' AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 2462. Dupont Drive • Irvine— California 9261 2 949-476-8616 T 949.476-8707 F www.bgb-inc.com CENTEX HOWS 1265 CORONA POINTE COURT CORONA, CA. 92879 CONTACT: AVERY KINTNER P: (951)479-9569 m 1 GAL. O.C.1,577 S.F. @ 34" C 1 GAL. 15,813 S.F. @ 36" O.C. 2,240 S.F. PLANTING NOTES 1. GENERAL PURPOSE SPECIFICATION. CONTRACTOR SHALL CONDUCT A FINAL HORTICULTURAL SOILS ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW AND POTENTIAL MODIFICATION OF BACKFILL MIX AND SOIL PREPARATION SPECIFICATION. SOIL PREPARATION SHALL BE AS FOLLOWS: FOR GROUNDCOVER PLANTING, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATIED TO A MIN. 6" DEPTH BY MEANS OF ROTOTILLER OR EQUAL: AMOLWT I INN S.F.: A. 2 CU. YDS. EARTHWORKS "PLANTING MIX" B. 70 LBS. EARTHWORKS "ESTABLISH" C. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER D. 10 LBS. AGRICULTURAL GYPSUM THE AMENDED SURFACE SOIL CAN BE USED BACKFILL AROUND TREE AND SHRUBS AND IF ADDITIONAL QUANTITIES ARE REQUIRED, THE FOLLOWING FORMULA SHALL BE USED: A. 7 PARTS BY VOLUME ON -SITE SOIL B. 3 PARTS BY VOLUME EARTHWORKS "PLANTING MIX" C. 70 LBS. EARTHWORKS "ESTABLISH" PER CU. YD. OF MIX D. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER E. 10 LBS. AGRICULTURAL GYPSUM PER CU. YD. OF MIX ACID LOVING PLANTS AND/OR PH LOWERING: A. 1 CU. YD. EARTHWORKS "SPHAGNUM PEAT MOSS" B. 1 CU. YD. EARTHWORKS "PLANTING MIX" C. 70 LBS. EARTHWORKS "ESTABLISH" D. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER E. 10 LBS. AGRICULTURAL GYPSUM EARTHWORKS, 366 CORAL CIRCLE, EL SEGUNDO, CA 90245, (310) 322-9702 ATTN: JIM DANIELL 2. PLANTING TABLETS SHALL BE 21 GRAM AND SHALL BE FURNISHED IN THE FOLLOWING RATIONS: • ONE TABLET PER FIVE (5) GALLON CONTAINER • FOUR TABLETS PER FIFTEEN (15) GALLON CONTAINER • SIX TABLETS PER 241NCH BOX • EIGHT TABLETS PER SPECIMEN TREE 3. ALL PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY DEVELOPER AND I OR LANDSCAPE ARCHITECT. 4. ALL PLANT LOCATIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AFTER SPOTTING BY CONTRACTOR IN LOCATIONS SHOWN ON PLAN — PRIOR TO EXCAVATION OF HOLES. 5. ALL VINES AND ESPALIERS TO BE REMOVED FROM THEIR NURSERY STAKES AND ATTACHED TO ADJACENT WALLS AND FENCES WITH VINE TIES AND NURSERY TAPE, AS APPROVED BY LANDSCAPE ARCHITECT. 6. REFER TO WRITTEN SPECIFICATIONS FOR FURTHER INFORMATION. 7. *WALL 4" DEEP ORGANIC REDWOOD MULCH AS TOPDRESSING IN ALL SHRUM AREAS AFTER PLANTING B COMPLETE. NOTE: SEE SHEETS 20-21 FOR PLANTING LEGEND, DETAILS & NOTES 0 20 40 60 80 SCALE 1 we = 201 NORTH BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENSERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 I SCALE: H: 1 "=20' V VALLEY WIDE RECREATION & PARK DISTRICT tit, � mz- U- N ti (V N tfs E .G CAI "2 M T TR 30422— 2 I P 060047 %lmr NO. o COUNTY of RiVERSM 17 N N THE LAKES d) VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 of 26 SHEETS E PLANTING PLAN W.0. gy-7U T NOTE: DIG ALERAH WmCONTAINEDMa1FNN THESEPLANS SHALI. NOT OOMiEtK7E UNTIL ENCROACI*"T PERMIT AND/OR ORMNNi PERMIT HAS BEEN T" CALL ISSUED. BEFORE THE PRIVATE ENGINEER Slca�c T PLANS IS YOU DIG1 RESPONSMLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTAIIIUTY OF THE WORK HEREON. 4IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1-800-2 --2-f 00 APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOk DETERMINING AN UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Cali at least 2 woxking dais prior to excavating, APPROVAL BY THE COUNTY- R.O.W. MATCHLINE SEE SHEET 18 C—COUNTY COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT �CyFEsslQy '� y,� D• FRFtic � No. 45702 � EXp.12-31-08 TRANSPORTATION DEPARTMENT APPROVED BY: � � ALAN D. FRENCH DATE: H U I N 2462 Dupont Drive V Irvine.; California 9261 2 949-476-861 6 T 949-476-8707 F www.bgb-inc.com Y: CLIENT CENTEX HOMES {x >;} sr CI V IV .p qrF OF CA0° 1265 CORONA POINTE COURT CORONA, CA. 92579 CONTACT: AVERY KINTNER P: (951)479-9569 I Y 15ATE. BUREAU VERITAS F: (951)372-2519 SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY — CINNAMOMUM CAMPHORUM CAMPHOR 24" BOX 84 LAGERSTROEMIA INDICA WATCHET CRAPE MYRTLE 24" BOX 21 PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM 20' BROWN TRUNK 5 HEIGHT PINUS ELDARICA AFGHAN PINE 36" BOX 8 PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX 9 PLATANUS RACEMOSA CALIFORNIA SYCAMORE 36" BOX 2 E3 RHUS LANCEA AFRICAN SUMAC 36" BOX 10 STANDARD SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY * , O BUXUS JAPONICA JAPANESE BOXWOOD 1 GAL. 3' O.C. 55 © CALLISTEMON V.'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. 4' O.C. 301 O COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. @ 6' O.C. 556 HEMEROCALLIS HYBRID RED DAYLILY 1 GAL. 1,255 S.F. 24" O.C. • HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. @ 24" O.C. 106 (1) DIETES BICOLOR YELLOW FORTNIGHT LILY 5 GAL. @ 36" O.C. 414 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. STAKED 88 10' O.C. © PHORMIUM TENAX 'ATROPURPUREN NEW ZEALAND FLAX 5 GAL @ 36" O.C. 30 ® PHOTINIA FRASERI PHOTINIA 5 GAL. @ 36" O.C. 345 0 RHAPHIOLEPIS INDICA'BALLERINA' INDIA HAWTHORN 5 GAL. @ 36" O.C. 2,105 ® RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. @ 36" O.C. 136 ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL Q 36" O.C. 22 SYM BOTANICAL NAME 0000000 000000 0o00°0°0000 MUHLENBERGIA RIGENS DEERGRASS MYOPORUM PARVIFOLIUM'PINK MYOPORUM < ' TURF AREA: TEAM CREST TURF MIX (15 LBS / 1,000 S.F.) ' AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 - GENERAL PURPOSE SPECIFICATION.. CONTRACTOR SHALL CONDUCT A FINAL HO CULTURAL SOILS ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW AND POTENTIAL MODIFICATION OF BACKFILL MIX AND SOIL PREPARATION SPECIFICATION. SOIL PREPARATION SMALL sE AS FOLLOWS: FOR GROUNDCOVER PLANTING, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATIED TO A MIN. 6" DEPTH BY MEANS OF ROTOTILLER OR EQUAL: AMOUNT / 1000 S.F.: A. 2 CU. YOS. EARTHWORKS "PLANTING MIX" B. 70 LBS. EARTHWORKS "ESTABLISH" C. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER D. 10 LBS. AGRICULTURAL GYPSUM THE AMENDED SURFACE SOIL CAN BE USED BACKFILL AROUND TREE AND SHRUBS AND IF ADDITIONAL QUANTITIES ARE REQUIRED, THE FOLLOWING FORMULA SHALL BE USED: A. 7 PARTS BY VOLUME ON -SITE SOIL B. 3 PARTS BY VOLUME EARTHWORKS "PLANTING MIX" C. 70 LBS. EARTHWORKS "ESTABLISH" PER CU. YO.OF MIX D. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER E. 10 LBS. AGRICULTURAL GYPSUM PER CU. YD. OF MIX ACID LOVING PLANTS AND/OR PH LOWERING: A. 1 CU. YD. EARTHWORKS "SPHAGNUM PEAT MOSS" B. 1 CU. YD. EARTHWORKS "PLANTING MIX" C. 70 LBS. EARTHWORKS "ESTABLISH" D. 7 LBS. EARTHWORKS 7-1-7 FERTILIZER E. 10 LBS. AGRICULTURAL GYPSUM EARTHWORKS, 365 CORAL CIRCLE, EL SEGUNDO, CA 90245, (310) 322-9702 ATTN: JIM DANIELL 2. PLANTING TABLETS SHALL BE 21 GRAM AND SHALL BE FURNISHED IN THE FOLLOWING RATI1ONS: • ONE TABLET PER FIVE (5) GALLON CONTAINER • FOUR TABLETS PER FIFTEEN (15) GALLON CONTAINER • SIX TABLETS PER 24 INCH BOX • EK314T TABLETS PER SPECIMEN TREE 3. ALL PLANT MATERIAL SWILL BE SUBJECT TO INSPECTION AND APPROVAL BY DEVELOPER AND / OR LANDSCAPE ARCHITECT. 4. ALL PLANT LOCATIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AFTER SPOTTING BY CONTRACTOR IN LOCATIONS SHOWN ON PLAN — PRIOR TO EXCAVATION OF HOLES. 5. ALL VINES AND ESPALIERS TO BE REMOVED FROM THEIR NURSERY STAKES AND ATTACHED TO ADJACENT WALLS AND FENCES WITH VINE TIES AND NURSERY TAPE, AS APPROVED BY LANDSCAPE ARCHITECT. 6. REFER TO WRITTEN SPECIFICATIIONS FOR FURTHER INFORMATION. 7. INSTALL 4" DEEP ORGANIC REDWOOD -MULCH AS TOPDRESSNNG IN ALL SWUM AREAS AFTER PLANING M COMPLETE. NOTE: SEE SHEETS 20-21 FOR PLANTING LEGEND, DETAILS & NOTES 0 20 40 60 80 SCALE 1" = 20' NORTH BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE MARKED COUNTY IN CAP T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. 1' IRON PIPE TAG * WELL MONUMENT 1984 H: 1 "=20' W" 1 GAL. 1,577 S.F. Q 34" O.C. 1 GAL. 15,813 S.F. 36" O.C. 2,240 S.F. VALLEY WIDE RECREATION & PARK DISTRICT TR 30422-2 IP 060047 COUNTY OF RIVERSIDE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 IRRIGATION PLAN VLO Icamw FN co O O N N Nn N SHEET Na § 19 N N N O OF 26SHEETS CO 1-1 u U_ 4 PALM TREE PER PLAN 2" THICK BARK MULCH EARTH WATERING BASIN RAKE SMOOTH PRIOR TO SEEDING AND AT END OF PLANT ESTABLISHMENT PERIOD FOR ALL REMAINING BASINS FINISH GRADE (SET TOP OF ROOTBALL 3" ABOVE GRADE) LUTZ FERT. SPIKES 1 EA. PER 4" OF TRUNK DIA. UNDISTURBED NATIVE SOIL WASHED PLASTER SAND i 3/4" CRUSHED GRAVEL NOTE: LTREE TUBES W/BUBBLERS (PER TUBE DETAIL) 1. ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR STABILITY 2. ALL FRONDS TO BE TIED TOGETHER PRIOR TO PLANTING 3. FRONDS TO BE PRUNED AS DIRECTED BY V.W.R.P.D. 4. ALL BREATHER AND BUBBLER TUBES SHALL HAVE FILTER SOCK LD Caudting 2006 (Any deviation or reproduction of the design must be approved in writing by Valley Wide Recrestien ! Park District) VALLEY WIDE RECREATION 01 /06 PALM TREE PLANTING PL-1 SHRUB PER PLAN 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE TYP.) 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX COMPACTED WATERING BASIN REMOVE PRIOR TO HYDROSEED AND RAKE SMOOTH FINISH GRADE COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL LD Cam d" 2006 (Any deviation or reproduction of this deep must be approved n writing by Valley Wide Recreation # Pak District) NOTE: LET CMTAMlED � SHPU NOT OOMMEMM LKM AN ENCROACHM94T PERMIT AND/OR GRADING PERMIT HAS 9EEN TM I.S111 D. CALL BEFORE THE PRIVATE 0#01M SIGNNIG THESE PLANS IS YOU DIG! RESPONSIBLE FOR ASSURiw THE ACCURACY OF DESIGN AM ACCEPTABWTY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1-800-227-2600 APPROVAL OR oImW CONSTRUCTION TIME PRIVATE ENGINEER SHALL BE RESPONSIBLE F61i DElE WMG AN UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Call at least 2 working days prior to eXCa ejV. APPROVAL BY THE COUNTY. TREE STAKE SLOPE TREE PER PLAN TRIM TOP OF STAKES BELOW BRANCHES TO PREVENT DAM NAIL 2X CINCH TIE CINCH TIE TREE TO STAKE 4 PLACES MIN. PER SPECS. 2" DIA. X 10' LONG LODGE . • •tV (INSTALL POLE STAKES W/GALV NAILS • •' OUTSIDE ROOTBALL) 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE TYP.) 24" 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL '�► 5-15 GAL, 8-24" BOX I I COMPACTED WATERING BASIN I� I I4„ (MAINTAIN BASIN FREE FROM WEEDS AND HYDROSEED) -III CUT SLOPE TO CREATE LEVEL —1I1 I=1I WATER BASIN \—FINISH GRADE) I +I LI I I I— I I—� 24 COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL BREATHER TUBE (TYP.) PER NOTE: BREATHER TUBE DETAIL 1. PROVIDE 3 STAKES FOR MULTI -TRUNK TREES TYP. 2. PROVIDE 3" DIA TREE STAKES FOR LARGER TREES OR WINDY AREAS LD co w ng 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation do Park District) VALLEY WIDE RECREATION 01 06 SLOPE TREE PLANTING' PL—Z WALL OR BUILDING SECURE WITH GALV. ANCHORS PER SPECIFICATIONS VINE PER PLAN SPREAD ON WALL OR BUILDING REMOVE NURSERY STAKE FOR SELF CLINGING VINES LEAN STAKE AGAINST WALL 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE) SET AGAINST FOOTING 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX COMPACTED WATERING BASIN REMOVE PRIOR TO HYDROSEED AND RAKE SMOOTH FINISH GRADE COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL NOTE: VINES MUST BE PLANTED ALONG ALL TRACT WALLS AT 10' SPACING TYP. ID Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation it Pak District) �pqq0ESS1�\ �f No.45702 Exp. 12-31-08 C BY DATE WR.IDATE ENgNEER REVISIONS COUNTY s� ci v r� qrF C�F CA1.�F�P TREE LNA 4" TREE PER PLAN TRIM TOP OF STAKES BELOW BRANCHES TO PREVENT DAMA CINCH TIE TREE TO STAKE 4 PLACES MIN. PER SPECS. 2" DIA. X 10' LONG LODGE POLE STAKES W/GALV NAILS (INSTALL OUTSIDE ROOTBALL) 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE TYP.) 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX COMPACTED WATERING BASIN REMOVE PRIOR TO HYDROSEED AND RAKE SMOOTH FINISH GRADE COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL BREATHER TUBE (TYP.) PER NOTE: BREATHER TUBE DETAIL 1. PROVIDE 3 STAKES FOR MULTI -TRUNK TREES TYP. 2. PROVIDE 3" DIA TREE STAKES FOR LARGER TREES OR WINDY AREAS LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Vdley Wide Recreation s Park District) VALLEY WIDE RECREATION IRS. 0,/os TREE PLANTING PJ-3 2" MIN. BARK MULCH INSTALL PRIOR TO GROUNDCOVER PLANTING TYP. 6"-8" AMENDED SOIL THROUGHOUT PLANTER AREA FINISH GRADE UNDISTURBED SUBGRADE NOTE: 1. ALL PLANTERS SHALL RECIEVE BARK MULCH 2. PROVIDE 4" BARK MULCH WHEN DRIP IRRIGATION IS USED 3. BARK MULCH SAMPLE MUST BE SUBMITTED FOR APPROVAL TO V.W.R.P.D. PRIOR TO PURCHASE OF MATERIAL LD Consulting 2006 (Any deviation or rspraduetian of this design must be approved in writing by Vdley We Recreation A Pak District) VALLEY WIDE RECREATION � 06 BARK MULCH PL-7 TRANSPORTATION DEPARTMENT BORTHWICK GUY BETTENHAUSEN I:. APPROVED BY: 2462 Dupont Drive Irvine, California 92612 949-476-8616 T 949-476.8707 F www,bgb-inc.corn #Vuvs? IMr Krais ALAI D. DATE: CLIENT CENTEX HOMES 1265 CORONA POINTE COURT .I�•a CORONA, CA. 92879 Y CONTACT: AVERY KINTNER P: (951)479-9569 BUREAU VIMTAS F: (951 )372-28i9 )LOPE SHRUB PER PLAN 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE TYP.) ?1 GRAM AGRIFORM PLANTING ABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX ;OMPACTED WATERING BASIN MAINTAIN BASIN FREE FROM VEEDS AND HYDROSEED) ;UT SLOPE TO CREATE LEVEL VATER BASIN -1NISH GRADE :OMPACTED BACKFILL MIX (PER SLANTING SPECS/REPORTS) ?X ROOTBALL WIDTH .5X ROOTBALL DEPTH JNDISTURBED NATIVE SOIL LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation do Park District) VALLEY WIDE RECREATION 01/06 SLOPE SHRUB PLANTING PL-4 TOP OF CONCRETE HEADER SHALL BE 1" ABOVE FINISH GRADE FOR TURF AREAS -500 PSI NATURAL GRAY 6"X6" ONCRETE MOWCURB FINISH SHALL E SMOOTH TROWEL " TOOLED RADIUS DP OF CONCRETE HEADER SHALL E 2" ABOVE FINISH GRADE FOR LANTER AREAS :ONTIN000S #3 REBAR THROUGHOUT I ENGTH OF MOWCURB OMPACTED SUBGRADE JNDISTURBED SOIL/AMENDED SOIL NOTE: 1. PROVIDE CONTROL JOINTS AT 3' MAX SPACING 2. ANY DAMAGED MOWCURB SHALL BE REPLACED NO PATCHES SHALL BE ALLOWED LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Pak District) VALLEY WIDE RECREATION 01/06 CONCRETE MOWCURB PL-8 BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG # MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 PF I SCE' H: V: NONE VALLEY WIDE RECREATION & PARK DISTRICT DD I Date: TR 30422-2 IP 060047 COUNTY OF RIVERME THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 PLANTING DETAILS Irof I W.O. cRwry OF 26 SHEETS U_ O N ti N i N E E 72 L er) �V N t'7 N E v c N FINISH GRADE CONCRETE CURB OT BARRIER TYP. MPACTED BACKFILL RBED NATIVE SOIL 1. ROOT BARRIERS SHALL BE MANUFACTURED BY "DEEP ROOT" OR APPROVED EQUAL 2. ROOT BARRIERS MUST BE INSTALLED FOR ANY TREE WITHIN 8' OF ANY HARDSCAPE SURFACE 3. TOP OF ROOT BARRIERS MUST BE FLUSH WITH GRADE 4. PROVIDE 24" BELOW GRADE ROOT BARRIERS ADJACENT CURBS 5. PROVIDE 18" BELOW GRADE ROOT BARRIERS ADJACENT SIDEWALKS 6. PROVIDE BIO-BARRIERS FOR TREES WITHIN THE COUNTY R.O.W. LD Consulting 2D06 (Any deviation or reproduction of this deign must be approved in writing by Valley " Recreotion & Park DiuNriu:t) VALLEY WIDE RECREATION 01/06 ROOT BARRIER PL-9 IGLET NOTE: WOWODNTAMIED YNIFIN/ 1NESE PLANS 9NALL NOT ODMMEIKm . UN1N. AN DIMACFMIENT PERMIT AND/OR CRACIIG PERMIT HAS BEEN TM CALL ISSUED. BEFORE YOU DIG! THE PRIVATE ENGINEER SIGNYNG THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1-800-227-2.6.00 1 APPROVAL � R11W N REV CONSTRUCTION THE PRIVATE HE DE UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND 4FG TPLANS FORGAN Call at teast 2 working clays prior to excavating. APPROVAL BY THE COUNTY. GROUND COVER PER PLAN 2" MIN. BARK MULCH INSTALL PRIOR TO PLANTING 6"-8" AMENDED SOIL FINISH GRADE Imo_ I I I— I I I, 111=1 _III-1 I !=1 11=1 I I-1 I —III —I I i—I 11=T I I 1=1 I7 �— UNDISTURBED SUBGRADE 1 EA. 5 GRAM FERTILIZER TABLET FOR EACH ROOTED CUTTING 0 0 0 0 0 0. 0 0 0D D 0 0 0 0 0 p O 0 0 0 0 0 0 0 18„ SIDEWALK, WALL OR OTHER EDGE TYP. NOTE: ALL ROOTED CUTTINGS SHALL BE PLANTED 12" O.C. MAX. ALL 1 GAL. PLANTS FOR DRIP SHALL BE PLANTED 36" O.C. MAX. LD Consulting 2006 (Any deviotion or reproduction of this deep must be approved in writing by Volley tide Recreation dPark District) ESVALLEY WIDE RECREATION E 01/06GROUND COVER PLANTING IPL- 10 NOTE: TREE PER PLAN TRIM TOP OF STAKES BELOW BRANCHES TO PREVENT DAMAG! WHERE HOSE END IS ATTACHED 3/4" PVC VISIBILITY PIPE OVER GALVANIZED GUY WIRE 3 PLACES TYP. 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ABOVE FINISH GRADE TYP.) 21 GRAM AGRIFORM PLANTING TABLETS: 1-1 GAL, 3-5 GAL 5-15 GAL, 8-24" BOX COMPACTED WATERING BASIN REMOVE PRIOR TO HYDROSEED AND RAKE SMOOTH FINISH GRADE COMPACTED BACKFILL MIX (PER PLANTING SPECS/REPORTS). 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL BREATHER TUBE (TYP.) PER BREATHER TUBE DETAIL DUCKBILL STAKE SYSTEM 1. ALL TREES 48" BOX AND LARGER MUST BE GUYED PER THIS DETAIL LD Consurltiug 2006 (Any deviation or reproduction of this deep must be approved in writing by Valley Hide Recreation & Park District) VALLEY WIDE RECREATION 01/06 TREE GUYING PL-13 ?OEssfgy�� Q s � �l No.45702 Exp. 12-31-08 C BY DATE .DATE ENGINEER REVISIONS COUNTY FCF C40�� 2X6 BEND -A -BOARD PLASTIC HEADER BOARD PER PLAN FINISH GRADE IN TURF AREAS PLASTIC STAKE ® 3' SPACING ATTACHED STAKES TO BOARDS WITH PLATED DECK SCREWS UNDISTURBED NATIVE SOIL FACTORY CUT THERMAL EXPANSION SLIP JOINT 7 GUAGE GALV. STEEL HAIRPIN SIZE PER EPIC PLASTIC REQUIREMENTS 36" MAX. RADIUS PLASTIC STAKE ® 3' SPACING ATTACHED STAKES TO BOARDS —-3/4" — 1" GAP WITH PLATED DECK SCREWS I-i � I-i I —t ' ' ' i I—i I (1-- 7 GUAGE GALV. STEEL HAIRPIN 1. DO NOT SCREW THROUGH SLIP JOINT 2. USE COURSE WOOD WORKING TOOLS FOR CUTTING & DRILLING 3. PROVIDE 3/4" — 1" GAP IN ALL SLIP JOINTS FOR EXPANSION LD Consulting 2006 (My deviation or reproduction of this design must be approved in writing by Valley tflfde Recreation & Park District) (goVALLEY WIDE RECREATION 01/06 - PLASTIC HEADER 1PL-1 1 TRANSPORTATION DEPARTMENT W I C I K GUY SETTENHAUSEN I NC APPROVED BY: 2 46 2 Dupont Drive 0 Irvine, California 92612 949-476-8616 T 949-476-8707 F www,bgb-inc.com LzaftxiIiI OrAeftil - A .0 24 411 ALAN D. FRENCH DATE: CLIENT RECOMMENDED Y SATE: CENTER HOMES 1265 CORONA POINTE COURT CORONA, CA. 92879 CONTACT: AVERY KINTNER P: (951 F: (951 FINISH GRADE FOR PLANTER/TURF ZE 90% THICKNESS OF BOULDER 10% THICKNESS OF BOULDER UNDISTURBED SOIL/AMENDED SOIL NOTE: 1. BOULDER SIZE AND TYPE SHALL BE APPROVED PRIOR TO PURCHASE OF MATERIAL 2. ALL BOULDER LOCATIONS SHALL BE APPROVED BY V.W.R.P.D. LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Pork District) VALLEY WIDE RECREATION o1/os BOULDER PLACEMENT PL— 1 2 BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE MARKED COUNTY IN CAP T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. 1' IRON PIPE TAG * WELL MONUMENT 1984 H: NONE V: VALLEY WIDE RECREATION & PARK DISTRICT Samuel W. TR 30422— 2 I P 060047 COUNTY OF RIVERSIDE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 PLANTING DETAILS Iwo. I Caum 8-5 -o7 Date: ti 0 N O r 0 E cn. c 0 cO 0 CL 0 C I- C F1 co 0 0 N P� N N cv E W L M H �- N r M r N E M CO N V N 21 r N N r OF Z6 SHEETS .a cn 1 `7 0 U PLAN VIEW DIGLEiT NOTE: MgllK CDNTANIED MA7FINi 1HESE PLANS SHALL NOT COkMAENCE UNTIL AN ENCROA OL =NT PBW AND/AR GRADING PEMMT HAS BEEN TM ISSUED. CALL BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS YOU DIG.] RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENG�ER SHALL BE REONSIBLE FOft DETRMM�NNG AN UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION ANDSPREVISING THE PLANSEFOR Call at least 2 vUorldrig days prior to excavating. APPROVAL BY THE COUNTY. LOT 389 NEIGHBORHOOD ID MONUMENT - SEE DETAIL THIS SHEET LIGHT FIXTURE FOR CORNER ID MONUMENT TO BE SELECTED SIDEWALK SOUTHSHORE DRIVE 0 10 20 30 40 SCALE 1 10 NORTH /GO?OFESSip�,, \ 0. FRFti� �l No.45702 Exp. 12-31-08 \CIVIL F CA1.�FQ// 1- 21 � I ENLARGEMENT SCALE: 1 "-1'-O" 1 '.4- PROJECT ID SCALE: 1 /2"=1'-0" UMENT 8'-4- A To- I A- Fm- I Fm_ A I PLAN VIEW 4" 2'-3" 22'-3" 4" Q� SECTION/PLAN /ELEVATION TRANSPORTATION DEPARTMENT APPROVED BY: WICK GUY BET7-ENHAUSEN 1 2462 Dupont Drive . Irvine, California 9261 2 949-476-8616 T 949.476-8707 F www.bgb-inc.com &-L"1% 1144 •c ; ALAN D. FRENCH DATE: CLIEhIT lei CENTER HOMES 1265 CORONA POINTE COURT CORONA, CA. 92879 CONTACT: AVERY KINTNER P: (951)479-9569 F: (951)372-2a19 BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 SCALE-- H: AS NOTED v: LEGEND 0PRECAST STONE CAP- SEE SEPC. XXXX QMANUFACTURED LEDGE STONE VENNER. AVAILABLE THROUGH VALLEY BLDG. MATERIALS. CONTACT EDIE MARTIN: (949)59"256 MANUFACTURE: EL DORADO STONE TYPE: VENETO FIELDLEDGE GROUT: COLOR AND TYPE TO BE SELECTED O3 8X8X16 PRECISION BLOCK O4 8X6X16 PRECISION BLOCK O5 #4 VERT. DROP -IN BAR @ 32" O.C. O PRECAST CONCRETE FRAME O POUR IN PLACE CONCRETE BASE O#4 HORIZONTAL CONT. (2 TOTAL) O FOOTING 10 FINISH GRADE 11 COMPACTED SUB -GRADE 12 LIGHT FIXTURE TO BE SELECTED VALLEY WIDE RECREATION & PARK DISTRICT W. TR 30422— 2 I P 060047 COUNTY OF RIVERSNE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 ENTRY MONUMENT CONSTRUCTION PLAN R: I w a I omm 75 ate: OF 26 SHEETS SECTM M700 IRRIGATION SYST F�ltieredilr1/06 i a"Tm SPECIFIIICATJ"RAL g, aonbowTft 8 60 so' iftii`II1Mo riQht its haws +CofpjJl 9. !1'1'loods k ey~'i: li'Ii 0iDl1+E�ID�11� �7F �fii6t#i� iM#t�<iQ�'110 = �. 1 • - shas So En@ttwe, *Woo vow ofall lays noon retry her AL Owrtwft rep l+me rnuat be nollied 48 how* prior to arty inigoMiaA tasting altarne b" moe1ltllir aiilfiri- ► d-all +sAsd are& 'flu kq#% wM Own , or Iitrs�sat4orrs � , P�n�lilslfrCc� elfleta � f�tr illrly p�rneilfi. � � � 1 �> b. CM019W410thtl�! 1bt t0111 t d 1 b. CortM clor slaty perform a pressure tm to allpreseure Nnes in to pwwlm cf lflet l-1t11 f ihtflretifltl C�anih.&ftrM.1*.� VaNi M alll rM t lN�MttM11N11ifI Lull life " ere re iil>rrNeelte c. All Prseoure Nr r muds be ll - sled un dw iC opt 150' equ e nik: Inch (PSI) and be pro�trer l 0 �yy ym(r y am doolm to to* &vvmw io ow of al.T.anrrd(._r Ir'ty� a� di M�7R IVf aseriyV! 6 . fl 1'n'�.rsu.o {rop Tl'Ia `f f�_�i-in four, inkdv &*jy *pAk�d-^p'es- � � ��y �j�.��( ..� i..#�9, 1 �W�L. ' no �- }, 1i':. Wiekftdiftoimdwdsw *Pow* op Iolln . achieveit .. .. - �etnA..erta�irrMBt atl�d. G�l:'RtarMJal ettaN iftLiltide Oteffdte�Wlrlp: aor*aclo`IR sand telephony el rtulribwe ar : T1Nt rest t ate ilEtsdt>te�rlrtpe "g bib 1 001.eerr thte a. Prior to any h=11 Mcp of any wonoh(sy conftmom shall call for ft W observoiion required for to h olmillefin I at a k IL p@dW;vAht pntrvo"m for verNicalktn of Irterterfeti, deptMts, otearerlass and vMarrtirtg tape by the Otttrrter`s tx In.* V 60" fleet af urrili* . at ivobs a pdonilleok snveMrdial: fl 0*.-OW � Lief ai et�lperteteet wily nar�tae and addresses of Plenaferci' re's WW p mqui ed fo provide a c"Violieopolvallo Jil"millon s ++ P4011111110 lop r a b. Any vorichirt8 covered Olaf was not inepeci ed or approved OW be trtadrr irr toe d vwlbNt for obowiliviiian at Vw coat of the Conkleatrx. idtptetee+WVar+d 11 bsrftreltfivttfedfMt`rlrtlell,Nli�y Ctlaee apttiNes an s11 rrteloc 11, i� T+erlirep eerf a lireatNl► fro . MO&tr. In adr01 i nil rho.A'millivio M-tral � � Otte r�n�linMer>w = perstonrts! vAlh a; F"m to tine i acceptance *uN provi1de oeeflNcetd from risen urs ttret fr'fW rrlMr W egr*WM* end show wrlften ovider" to"&4now_ hoe beten i ' loll d per d. i r#ott a ai damps to ll sae# peeeb�lel' Nte a8 e�le, assrirerbl%r. atIlke owakrelon d like Work OW fly; ssr+doa Nw begirt aompie`ad. trtlrttdatalr�rsr•,'s spevcNiowilDns. rgs, olim for!'A a. Under* ii1w1 rretrtlrNf.'kfr Ww prorriitr all "+rlr+riSi iilMrt et. ar flpae+lr lhlfls aeeeit b. Cdrt OCW $hall f g in toner proesnoo d that O wtneft eapi, som iWiv* that aN' wiree and atilra.conlirol wires an fiuncdoning propteiy, et:. pl�cllridatf:pennpl■Ieialyaufgmeltic" kriperlioer "etlrt I aleel!n del OL WOOD ft" dtf peieMerlletrraetprrepfitrvs er+d detNwer fID the Enpirteer, eIM trsquie�d aQd a fire nNi>caettQ h[rx o _ took and equipkrtertt shrrtl rt t o Confililiclot strati provide suWalordmanpdatwtr arwor raftdetlic tot tpisle e>twtterf!rmed"stleeii lln.err bulr>idtllNfiat - Bch inaiilrtely► ntetnni i af8li€ #b the lrit ctt r cirk, i. Two crfafr [elrfae watt 8f4 inch bromw host tsb wkh heind witeerl: It LaIlor'd t.1rMi T e" + ii try INf 41tf'O 8. Twer: #M a Prior to any berm of any ftnWsy tiontreow Noll oolil for obeervokm fox "(ftft t 0 me bft do"* rrrd Vlol rroneft by ate Orenar'e �Iw, t . if ird tlttt�leeF fie aestd, *"VOW M*o pM**ail �+ nee11■iarted Wr�r C 'rawer bew �tnrlr� vrrefr+ etFi ► wa#' uipPt tt. Thr ertTiro krlfFtiiort eiyeMer>I ttai�be:lnaoof, chr� 10 bi AN eptrirNclers send arirleerlltarls shMl be trade vietbte for oT>reervafbn for verNkteltart flMtto towssomm tdr""llipleft 411,11,-atnd as Nelpr! btu Ttreo Wand ehratb" rrrs for uslmeed wW dleom r"#ir = iftat as rrtertsrlell hM been insla8eporplans end . ea�ati fypl*# flllrld tow 1" Ore 0400" own!$' S; C. /Mty firenc hft covered Oleo was not !Itspected or approved shaM be fflo io,viei filet v: Olrte S►icattse for 16 vetltee for observol on at ttte ood of fho Contracw a: Regisrd a tiely an M a t C* b** and *titer« P*&r dM Jol�t�'tree t illt worft ' � tvi. die atrlOa >nswrlsaf esttdt f a and eliarr aced In #ta irrigalictr I& Celrveevlelpllt T" b, awlio elawtrctm::**ptrurttatllt It pol a off: $14.111 Q • a� a rttradlor OWli pllrbrnt a � feet in'ths � at th+s rter`s I 4w ha rd an +t eta rctr ere 1>1r fie n*% sed16 duties fbriMpetient oprtlroMrrts) fv+ :ystew+S 30 siettans or A Ron rspYtalive. All irryylrl an "win1doi s"" must phut"l ODEG herd to hood PWUWI"Ati�;rtltwetbo d osft kow and ";e eia�v'rt°t pIll" , anellf � Spedll : 9 AM areere riot receltrbtq tread to tubed coeteenpe be correcied a iaelr r 1 " in Steerand rMsslsd por die 0wW* repvo wilime w s. der diMilerni6M ONk _JoawetnrT T b. Pserinartentpolaw rft* be a onneetMd' pft to soheclu" of Ote ckrveeetpe feet. al. Pilavioirltwrllr�la pyres in fterertepprrrtr d*elt #A vwllrek vft l in : L: l t V O tart t R .C, tslhl r and irteelrMit WIIf pet rtepell led or rspies sd at no cart 10 111111tta G: C slaty Pew manpottwn andtor raftde�rio+r to conrpieie' � � Pr�irwr�1�e�, rrtM1�"1 flatf"1�rr�.: t +rkF fltr a a* 1r" Medpw of 000sp rim by the ' i� y'�" _ such `irk in a rr'ra'u'I.ra' d ' Ail tkalift ftyuk be adoliesd'to pent over spray to buii s, tl e*& sMse10 arc. III : errwfl#i11ea ar+d a aetal dean err. b, This foent *a to,_-Unefori+red`orartot Ors 0oneoglicift lelleil+aetal arid: rntret taorMairt eyelorn 0 it llo 'I), I brawlrtg Teo t>r Irt artwtsre. Mtrlrr fCrNererir ' { e. No pi II orhydra�eeel g slaty take *w unid coverao feet as been �tpprovsd iA wrNirtQ byt Ote { urne ft Nep e"niloo t. V okt +di vsltrw, Treat RrPeeesrlhatltrte, e � rmW dorrrromm upon elpprovr� from vie Atafcetteec "hi $tat Proiioat"' 14k r1n111 tittp oor Y+eipeeNeee vl � aAtf Ppti braiire. YIIre merle .lhett tare ieril1r� pet syplsrer erlet iterra i irtisttsd and iAeleasd far iN� a. All Irriglion ayolerrte eha11 be, Nolod' In One pnimenee of Ore O*Ywft iris,ON*pcpty'ientrit (ail61 t1� ,ietfetflloret vdeiaetlp (n rrr�Ir�rialsand Wr��ltenetttN arld Ore week has barn ooenp60 in end unbar fkxt aid: 10 bytato autctrr optera jSfEiweitbe o r dme co t r rbt wid spe+r.iNdriio I �y Weer and tow and ue�roi abuse or free irrigolYng etrside+tetis�d arwe plrr pMrrts and spscdlicerMo�n' vri� iewet ewrtormt of ata a P crt Wftapere.b a rr1>IeAariM ttr k p oMlrar as perartlhis. Ik 011ersaiA pis i pt �p s11 nd prude �M rr� IIIeSEIPiee. ; � "fife pt�od oft (1 yearfroert Ore dMrio aoctcrplM'wa " f `UF of such dwrlemte at no a11 comet' b. C0*wW SW pmvIds ate -bunk rreloord drawirge and co iWaill r charts at ilnel d.: i On Iw M eta � Ttta�elrt+deplrlerpet � � fib �ertar: Wer aiM1 rltwMce aul� � orF �i�lrve�dile + a rraicrr tobie ii�e aiMr receipt lrtigerdor+ inepeaMon for +Ppro+tM peer to MOWVau+afer and laeetienttrtg a t In 0011110 e8 artyr at � v1ir1111etn rtalksR: in eYeted rely flwt er 1!t rrretlte atfoh repolli ar rmolaoritrtietie willtirf a r rOauMlt. t+Mtee IrWet fllltto atpl�er retoailrlt al vlu Wefhlwlf nviksl 01011'r1w. We auMw1tO Oa t3etlttecr to et. ,; �. 11at i81s in bM {nrt �ilkpaNtl f� err prate Tel iheeirer ewid e+rpairs or rePoaettetMet ado at owt'�+�e► and wee wYi pair for ttte cant o. Ali ir►iptetbn err amifeens stroll be tuntnned in to #te Owners p 0 1 M161ret frtoralrweterer fetr anal �erpo�rt eertW1.1 topreeerttat>re priorto the sews of "girl %Wnartcte. FP T f: #�f7rd1 ��d� (aeplw �I�f�woa�Meleef I'ahis �it9r-iilte'iiht#cisdlpa0ltfdfllfi il�11,">f10d1BAiiiMIS MAt"ilIIIALS W rrWrtiteerltnkltliF�f�x'apgrf4wrl: flh Veer e�r aelee lts aaeMe >Ir ist�Nrly ltif r"airy MM► 1. etslelfe+tlm firow rellrrt Oewlsplet Lit."I��ithi■btt ore' gwiillilt .plM�''�►�. � �'wNo :arelherl:bet ar.Ile lee sewrel ttreietle�t r ! exatwl Mfp+r ai e�t as aNW4W prav'rait n w'iie slatyI VWD%Vdby ft» p' undeWn for CroW Canneptlort Collrbatt and Hystraerlle FleaeteelEh: b; faaoidiow slnra beinelaaed usling bias eat, unions and n1p Aloe. c. TWWL,Feboo MYA or approved +egtuat; a` , ;, , -in 11110101111". POW fAS.pl@pMftrealm p of BipnMurac d w detvioe ertaioeuro 00,be oonekerole d of sMidrMaas sleet #0 lipsxtd• 1 wfttt an aisle ill a from Enlabatree sltaa have a hhrtlgs on ono end that b� PrDvthMeof�Will 1pe' ae oorlrripiiI; Mrlta.farrtMt fro aibvrs forrevfri of she enclosure for Octtdetttwtr service. Eetaloetrrs► shM be reeect rfi arm eM bollod W a as osier m MW using V*werftod s" hAnrMaarr. give 8lws tnvepstedorte and noMtfioetfiion firma. Ttte"sltetitiDe a l�lurled'rMNylillidliE�Oei of ao�li ""MIp fhtestetitvntMdr Mfa : �aMslx, f" Oft, AN Spa or apPr+evec+ .guai. prquaria► fie rpfi il�tivlib WhakN r id +eriltepe Ittaa elnetfhiert wipbat -' L 7 days i. Pr urr+irt' an11 irlertliaeillioet aktd fe> g ' 46 haul IL:C is 46 ttanrrs Z. PEwaeeetet 111111admichVollreer d; bstkletdc firsts prlrtl Woo clellt tnMwprrarttaatektr tie�Mt� s1roM► +* 111111111106, h� LalMrrri geeiaind"�rletidor ireelnilerMietil 46ttarevr Y: ftlal 0 hotrlls a, PI"easune rest Xft valves shall be of btrort7ttr and sdairtlese aietd cone Voilion and vf. iRrtet t3radin8 46 hours be �d from 25 P.S.I. to IN P.S.I. e. '' C.doretllpiet d $tadwed cltMls be larnlrteliar# I 1t#aAAafl iCit v8. WMe1� aileltitrtt 46 hours VIA, TNOL& d"Ub 'a ha" I6 som" or appiloved 0". f. fie ba algid aim Prlarict fletii #flap of flra x, Ad8.00 tMOs1[r 6 rrslr�ww �irrerttelee 4hours houls � M� redlitalaetrwe vrrik wL Ffrtbl DIG ALERT IVl.1It: tr W CONTAINED 11e7W 7NESE PLAITS SMALL NOT 001IMENCE UN71L AN ENCROACHMENT PEAIIIT AND/OR MOM PEMNT MAS BEEN TM CALL ISSUM BEFORE THE PRIVATE ENGMIEER SIGNMIG THESE PLANS IS YOU DIG! RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABIUTY OF THE WOW HEREON. IN THE EVENT OF DISCREPANCIES ARISMIG AFTER COUNTY 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE rFdk DETEFUNa1G AN UNDERGROUND SERVICE ALERT GIAL ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Cali at least Z working days prior t0 excavating. APPROVAL BY THE 000NTY- � omit cs� �e�cred dltewiApa are klurrsert" artd atreiiobts far0111114 00, NOM deer 111111' ft 0wrt 9 reple seek Ulllea. spa ®®® 6o OFESSrgy�\\y �! No.45TO2 Exp. 12-31-08 TAT CtVIV \V. F OF CA1.�F�/ S. 'Ir+eieMela- a- Wye souill w OW be bona consq+rrotl m with a etainlses elieel eElrean Work wtt. Wyo IllrairMs OW have a eyed f elfin, I sf of so rneeht iNtl` fine IOOYW or app laved elgcarti . �Q 4. am an 11a111w 1.. Shut sit Valllee 2-1 M mch and arnallor OWN be bell velVes. ii. So Vokfee 00 hive a of*VW"body ociniellivelled of'OX fib. W)G 9r'OrtEe rrtstMetr'Mr aonfor�irg lip ABTM E3-51t4 ahoy 84�t. 9e:lraiw sl'MM he ve a vw ted bell WW & ffktWMS proof eySilefn ad %VNft *" nerve a of not lmew: tfhan 150 P.$.1. and OW conform to AWWA sftndwdL Marn� !taboo T-5110 or approved equal. b, ou"W"y valves: i. !:That off vetwee 3 irwh endr lar+lyer ethall Its ballerfiy vehvee. N. &ft"y wltves staMf haw a orterG-pleoe bo* vioneirtuftd (A pact iron arid stainiees a" stern: 9utfetr* vWwes slaty be with Vwwkrrte imps adaplers and a 2-11noh aquel e•vpsr bi 11 � & ftjft lty V*#"L dW +acre a wvoriw nat leers them 1sf>� Ps.i.d sae�i oerdttrrnrto NOMA slondetrrts- Buillor#j ve Ives slaty hence a, dooft Mon porcefrtin rtrlernol posted disc: I~rMtnufeoltlres: NibKtia, Maioo or apprroved _ L Qriisk Coo iilr,Vaiws a. Ouiek +ocuphw veives shad ft"L a bodyoartdrucled M peel tune WM a "d Otidenapas 9urrenlred 10 rilWA r Id 10iii Ili W©tlek, p e,OMM- f 1S P.81 witltaut IeakwpewO Ten ob Mtreede (penning at boo).. QW* CoupMr valve shelf have a hk" cower oanrelructsd off red kreeree wilh iso0 er M o vinyl cover ho rkd to it art such a rttartetsr Itiat it bae:arnht pdrrt+rrl�rat i�pi 4t txarat:: Ckridc eoupNrrle toed **I $ C li tb *refer sttaN ihava yetlloW it 00W.L Q" coupler VIMM used for ceclorrtsd werler shoal tee vinyl coowtere purple in 0011or wilts #w aplIll p M11 i reaiainted waler w omir lip in Erqkft eutd Spmnirth es vM ae the h -lonalionel Vo Not Drktk syrrtbd. b. AN 4uift colrPwr va*m mm trevo a ecto duls 80 ball valve to loolelle nai klie from quick coupler valve. Mohr w shall be to sin of grrM coupler vole from nttaktlite feet to quick coupler: Manufac t u m Potable WaMr: %ileblrei: ".RC, R&ft d = otrsptpr©vrtd $quMi° Redeli eted Weller: Nolow. # 7W f14 AearNel pnlnel lftelrete a. The nrrtole oonlrcl vetiwe .*ML b@ non+ doad,24r VACS Solenoid sla ed ipWO F@1118 dteph NQ typo. The tithe ehaN be prseewo rMsd up tcb 200 P.$a. as 11% dsgrese Fr b. The vehve Ow N haws a 000-ponied be lab jkjroktof"d nkkw diepttraQm aeeNrt * Vab OW-cisar kv; sb "M a" scroom C. Fleeeoft oonlr'cttveive body and bo via shtlN be brales and its valw'slteil itnrs a s 161 - ee eteei catlrctY sftuti eb"L end me ud apj .I M . MonirfetC wee PAA* rd PES&#" s or top a, a equ+1 7. Njel"K Canfeel Va11ltee L The rrtaalter cor" vetiwte L~ fie _a $W** -abla norrray dbaed or open24VAC swmirvohd aoMraesd iyiotee patletm aprinp loaded diepiwagnn Type. The vale shell haw up for 220 P.&L at 150flop +III Ill F. pressure rafirg. b. The body bonnet She bepillilloft.arrd fhe Volvo h" MVO:aI le Mete stets!' aaetbtcti shut-aw stern erw rri nuat OF min r-The valve shall train a 000-poit cT f+W l beiC'roinilorood r*bw dleptttra0m` aeaentbiy with eelf-olseolleg reftIlliftin S" ecreert, d. The ins$ r valve sW bo aupelbleof requilimift pressure. a. I eW down avow" d 1fIMr. � it im i uk owree Toto P220 ar of prnreed argued, & Flour Wilmer a. Fib* rhahar sFtail be ConebUded' of, a e d%dllllrl so t whsdlerver F a 11 J iI %ft a Soft eeeftID"r rtp eeeted spry fetaeedserteiM lttetr" srtd kqp$ rr. b, Flow POW awes be i m i 11d rd WW WWW per r#tarttrietolur riet +iptroitfc rta C. IntgaMkin actrltes rrAW be sind'sto Rent to spa tilled lbiw ilneler is' c epablo of rewdii 0-m rninirt tuns mW rrwillI ni plan i per rni uliiv for all proposed sprw a ikrairtM dome aMwern of no" volvei Planes isAetsr a, Fbein sensor OW be a havyd*pbft conainer w ti epcecl► sealed eitrclroniee iAedetaad wrlNtirr a iJflNitcll dtidk sft>fai artdctelurle: Matnf esnso an colnlrallor enoloaure or built tp eterods per, o. S nsor ehtaN be wired per epeos. COUNTY OF RIVERS SEAL. —LANDSCAPE ARC1*7ECT TRANSPORTATION DEPARTMENT BORTHWICK G U Y L 9 ELT L TERHAUSEN APPROVED BY: 2462 Dupont Drive Irvine, California 9 26 12 ge . 949-476-8616 T 949-476-8707 F www.bgb-inc.com Vl—•?4v402_ ORA Y: Jeff Kme ALAN D. FRENCH DATE: CUNT CENTEX HOMES 1265 CORONA POINTE COURT p CORONA. CA. 92579 RECOMMENDED Y 517L. CONTACT AVERY KINTNER P: (951)479-95N IL 13. BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PiPE TAG MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 I SCALE. H: NONE Vt 5-0-7 W. Date: TR 30422-2 COUNTY OF RIVERSIDE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 IRRIGATION SPECIFICATIONS rya I.L. ca O O C14 CV E U C14 23 N (V N OF 26 SHEETS Ecc a r"7 U (A I 1411. tysaitlr+eliler' ando&Mft 20: PlsaeMe tlgpe Mai K#tactmor Fu*ftd 1400 Series or apprawed wpoal. 31'. Adfj %*" tare iyebm a: /W aearMlolteh irlwlalNed oarlwidlt afiliat tilt rrlvpltlbd irMihdao a stainlaisa� shall a. Satvaant weld pipe shell oonforrn to ASTM D 1764 or D 2241 to mom the �. $pr4iRaMlatr #iw�ade orckWA0w hinged ol0000 � by the cantrnlNr nraralaialoialrear. r!sgalirsna!rerrla of sell cM�ashfloaMor1124fi�i for pipes: Pipe shall be eilctatrdad of an a. The +il+tcliraPectorr ariwW fhaleh and ewdpNeit all ieYIgolbra heads, +3Oenbol Vailvees pry b: Ttto' iwh11N Lasalle at�re fW tlrtle: l 11lAf "~*MCI rldf Improved, P.V:C. pipe eonmpound high harapaot *WOOL Campourxi lime! haw a i l llr+oelaatlio dsMp�t oboes raft d 2;tIW P.$J. i140,1ul ac! : Pacft sere The sprinklsr body, iYtazdo, stem 0nd strlafl be cnvided out of rimy mg dak"% ,etc, fax cpliEllrum perbrrner". swMalafi alralaf i*i'r�oe lbrr hint rlarl�rlihle allofaMot VIOL Plweillas orappr oved aqwaL b: Alt hi odo r s! be S*wW tD pow* shoat spmyto buiidir p, water, eats W. i1lllrrtaufal +l► CaililaMeae 8i36-Pl. b. Rubber gam P.V.C' l atrat oonform lo ASTM D-1 64 TWpe 4Grade I ZOiXh' b. Pop-up heipM shall be as IM4wd in � and In no cwew shor4i�it than 4inches. P.S.I. dulpi sb me. Alt prippt shall oonferllra 1D.eowneecial, sbmdardt CS-250484 � sh and fk*W t«reI! �rierc Aubbwlar all conform ice ASTM 1N8Q: C. The sprinldrr fi+ad) shall !e an wbvw t ow ow r� for mquie :�� w mdko wNBa rate l a AN slswit- shall bla:2 banes! Mte cliennigr of'"piper+► used. glo g foreon wl: f� �■islra■af lisdae`i- who OW be 2 idolise in.deeisim n**"um a. AN a' Mom pa�dreaMais nraaet bed sieeM 11Iiwl1lafack of Ptl i t: Pihailtls or Wprlo�ld ogt*L d. The spaini far shall have a rretnvvribt scrioan 4o ptol d It from dogg"g' b: AN sleewinp shall have arainimm a taover at 24 inches under, la►vft. p `walk b9ilaaai: allol all amcldo sled c. PAclakned water pipe owl c on1wm o ASTM 01784 or 0 2241 to street the mquirwnaift of tarn cdusllilicellnn 124W lac pipe: Pipe shall b e alrtRNdsd cf an e. The sprinlder stall haws a staieraeM riteM signing for proprer pop dowh. C. AN sii�rvinag striwli •atM�nei 12* peace pa+*Mi- N appiois-i P.V.C. po oonVourrd high btfoVI 4 CaripwaxI shathate a hdM1p sb'+Mt M" of 2,000 P.3.I. ROOM. rtf wow pipe shell be � f. The apritlldar shall be sglaiiplpsd weal a NrOiary irrlprNed check vaahw+s idedll�tf � d• AN sliest OW" moan be inalalMrd per � dobdl iriirllrlalrlluralsh if k1S►tfifi criwiplpa of purple in eobr and barn to wads TAtfTION - I��M�} WATER" in U1e Cep antl cNNrbM d wder up to 10 fog of oWAibn • black thane on two sidles d deli ptpies: g, The Wider sltioN be mod' wlilh t No" ir�eMMed e. AN � for li w*q mum # e oompoeidd to w% cornpar�ian w mantw or 17. �C�earhrtll Ml� ; IWMaiartulllcilarfww Puft Plsoft air approved device c�orntawlsd of stamkw steal and haawy�duty pk9k asllpibbls d cfaecllan" tapilg daarvicaa►. wkftk*Va press! o oaf 36-70 P.S.L to 3O P.IN.I. for openiAioin of ttw prblittar. f. ConleolaeW shot a" and prepeure Wei,all paAeeealerr� hnss undw paving prior to a. AN txyn o! V*Ing' fax oN oltcew bee wen esirra+wl oonnled recesses ww oornlr im 's shot i�dTn+soi boil—�liYifoi-Fwirers kwAmiled I s ae *A tn1��s d. !Arta Violet ftMftrat (U.V.R.) plat shall co"Imm ld ASTM 01784 or 0 2241 to rrtaet 1fa �rfe d t'aM riMMtrllM�riiOrt 12+46ft flor pipe- Pepe ailreb b! �c +r+era: iiunlar iNST-CV. or apq�arai �rgwt. becI OU g and pavrinag. embuded d any approved P.V.C. virgin pipse oompound high sbonglla. Compound Z"f. 1'ilaaler ltasirle {ilirnwuwr llerr�ej z Conairar.W shal be r+eepons blo feet Vw ttila of ON aMee roa avjbud for the b: Alt a fellow strWl bsl saairr!'w0 dime #arid "win wo of seslirmL shallhwn a by dui sb+sel vat inn d 2,000 P.& i. U-Y.R. pipMe shell be, plow % to rasw tararroowrkw ubra vioiw radialio 1. ireiqlalion syalem not Nilaterat In are drawings. - 0. All eft 100 aw• �� !rt a, Ali pop.rip nalars seal' have s nrbbor saver afrd be trorrelrircMd t1f Irrpetvtr dui poforwip.ors#makboa"spftar4hoolk wastww AN rakers so lNartt Pairs lc or'a w aitlua haw a rainbnad alb daafgn aftflatN" ww waraftlaftt. a Cr�rrlactar shiliN Iny" � aalv�s and splahr+ 116re sakes. fora d. ell b+s but 11Eh fisaa ftw>+ MalNrilwr' a*lbr i1 !!sear atl+nriirh ti l i ll hltiltrd tlp is if Mook 111, 1000.ila W-, 21, b. Pop-up haiipilt shell be aarlb !held in lead in no_a saes be f llalrl 3.112 from the Owneft ropiraewrlatIwer. S4 AdirMaarli afiroabNr rW Iionals E.i(p r1 ` 1iN t r p ridlMR1> rase Mt of h t�onneOLtt sari at: taift CIlM1lSM w a t11160fllot IF. k fl for � 1U0*w A# aces: a. AN prasoure bne 111linps 3 inch and ammil r shal be Sct1ed11Nr 90 solvert weld P.V.C'. FabrloaMd pipieslteat be from an MF approved Typo L Greeds 1, P.V.C, C. The rotor shall haws a dNftrse�r' pin for negutailttrrg fbw and raraiiue. ar AN pleas above girsch am b be dabilwed with )-bootie at evert 10 +`hock# f. shads ailrM rrtt:brr4ess lfre>ra aM1+l. Prvwide �1f2 br nalraa leer 2 fee4- slonnrpcw d oarlfolmft to AVM D17&4 d. the r+ritor shah haw a sa;a'esn lte pil�otact b born � and how a milliltltNm shah be #4 x 18 kwh trbw F. -1 it rd velar bMaaait spmaty pta tit, pale to inomil lWn. - 00% Lame or approved inNt d 3/4 inch. p. A# assemblies► ng mbar � rode er i aNn Isis@ strtdi rs ith w t 0-4 p p aj g.. All � wlirr�o-altlawt be.!'12' b. AN Nde fMlirgb 4 tiles!! amid Mlrgsl^ IM�allt be iron dtarclitor deep bell type s. The nolor shall be capiabte of �91&%6 het radua at 20 ? # 1Adift a real 414 x 30 inch mbar maid empporlred by vandrd prod damps c onastnwied of stainless steel kni alloci vft a W sp�a�lco ly donated for ther pr000se.. h Co"Irat why d101 borer.# in COW. S aldrl�di�lt mr4Mab�srs arse irliolo Prorriidr ' canalrudblrl of 41+acfe I�-46-12 and stall be in eaccordtlurc�e wMl1 ASTM A5:llf. of .5 - 9.2 GM. and be � Imm 1-M ' ailf11,1I1111 : owaa 0ri mail wvft *w saaaab 60r601116% Rubber for qm*@ ar in #Mnp shall be in clan ondanaor veleta ASTM-477: Al iron Manuholunlera: Harslet I-1Q Fhandlir 120. Ratnabird � Pius senhee ear eaprlol+a>trod>sr>)eal. C. CornlracW Stall WW M "Wftlic weenaing tape awe all prr0"U1e supplht Mne w h a duco glblrplr shall halwlt staairliese alert ami kx lops to semare a joint rostr+unt Cover aif 12 irrctaes frvrn grader; MVaesrsrrg tape fcx` potable wallet shall be -blue her j� aI� I� lIf s I f a1�lrl � a1'+e Ir11a4Nsd: • 215. �F Haft gave ft Dolor and the wieorda, "CAUTIC*NN WATER LINE" ""W*at nhW 41s tape. ��a � f� bar'. �� iR Ctlttlr arld x c>dM. IiAalrluiwlclllralm: Lsitwo or s*vwd sq wi: a. AN pop-up redone sW haws a ttftw ower &W be cwwwu tsd d heavy "CibUTK N WATER" pelrtrrarrerlNy aiiwdisd b taps. warning ispe j. coo r jot d� Shad awl sale ft" vim fist every live %001V rs: and eves arrtrar V*06 sMMI tee fir pv4aryr va iv a in My Jo a�Malad awle:r��e the erstta'wiaMr slash! c. AN MiMrsll Nnar iMlirrglt � vrdw shall be 8 1e 40 solvent WOW P.V.C. Fabrloslrad piper shah ba it= art MtIF app�nowd Type 1 Grade 1 ww@0 ltrr wiper seat, bearing optima and baadri aftho The riow shall � d pliaelie arrcraaad In a sreirdaae at el Meow. Ail rabrs n lave a d liltlwM bear �` veld! tl ttalrtt. Conleaclor shot pruwidte iclentlf oafor- tags will teas numb@riatreled for each vas altil`ftd p! lw viITilMaris' ill at: itp+: Erdrtli shot bis afiNrrpa M1 cobr and P.V.C. taotoplOWId 10 ATTM 017" reinforced rib design wiser fbanga arncaeeN"ont; ataacMd the osech wlw. Far pbta water ftrie shall be yellow in c+oior wills ioq i11 vlll5il! boil iMtiillteatfo f fail! !hell lI ltMhllbd. ' or b. �p tarlight shalt ear as lislsd Inand fA no case be sixerliisd 3-1J2° fll A Ialirrrhlg. For T 1111lrtMd WOW ft tale shad bd lewlkfar in cobs waith b%* llc.. hale wia+espMiras aahllN lsiepennlN cNn[iilsa airalae s lerrgd ftW ttial cr l Lam appo twocl equsd • - s1'rlMilwsilllid 'tr+ pla*arflwl ca d: Pro ic'le and GrafMarty rnerrt for PVC sal rrwat weld nerd of C. The n Ave sholi two a da wo past for r+eQtriiadnp fio�w and radius. a. �lil utlillies. V& V tr=oe. valv+Ns, sic. a sN litter lassos �,'Q , apadiad tRler by rrranualacMrsa lawneler gape or lrlen�endsr crobtad places as provided by the rnanUf&ok~ for use ! 'aa'g erM d. The color sh 11 havlo a:oci m toprolaaa its do9*q rind a 4 nlW nuns _ s redainl water. Mwomiaciurar: W*ld-on Far appw%vd equal. inlet asf 1 inch: 1lL Vs>Ilrw e: AN fNMrge shell have the n>alm"s lacerate try ascend tl i1N W The shall be oaprlbie c1i covering 1&s5 feet na" at 40.74 M vAt a rate 85. t#hdrtR `ardMtlr :boarili *M. &tell hall dime lei Ili iuott:". 14 iMb h19f tar apP of 3.8 - 27.5 GPM. and be a*nwAft from.1-= naves. a• Thal► talon sum shall! be corlrreaied to vMMr uappilr as eh>awn on dr�ewiraga. high: 1d vale baaMoo shaaN b1r.ltall>r1p 101ar4 Irrd+i. AN tiahrea 1.Hunteri-26. be�lartesi�alCla►-p+arrtraMlfld.af e� ll f. All titlaMaadaci,AltinNs arhMt lMnre 1s incheNcrn slips: FNatrNsr 1.4a Raainibird ?M or approved oqutsd CoMrScW shal ncaalify Archil4a itlranaocliaatll�ly of any �- fx Va"w bosh! j" Aaa4ra laaddrrj� Sao"- wNhalt 344rfM P 11.are GIN brut 2t ibnss fMple salad , aArlld b. The Ca*alaci w shO be reopme ter for+any mirror charms due to mum oft , ter# � aces. ceases shall be Ira aao�eeefaancaa wNh � weAiair'ral' S4arrdirrd ;ward brave a. Ccantrador anus! cuentaett Olp Alert prlDr to, anr'b'�. be 4iB porow t Schedule 40 red Eieslriraat a:. Roo, � IlImass 1" be 41jW flea tswlflrsil vr>le rnilaMiar ooirsra varies, pnwrwuiw �, lbw arenael� '� �tfirAa>loatr,:baa>I , b. amass fiMraga shall be l o made 125-pounced dace. b. Ntr r"anchee an to be baoki?Mled arse! aplprarfwlt Morn OwKrsr's has been op a. Csarwtile.w to clovr*wft � lanam of conMaiilar will job ells Str4wMetniWwk baullllrrl�l^wtailaa�s send filiNironaae. and C�rrdatr's rarprselrlerifaxbairllr. rf fsarartt re> a !!horses shah toe urrtl fir C•ecopler .' ?i. OMe+■rlirsi >i>tesl pia awd � C. Fararaoalat !ranches s� Illilt:00 wApplilalnt Am ceanMnusuely an the b0ornottrench par irrdowed tart �- b. Prlor to W10121sdaun of caarlrvlirr o+a>a acwr is "selfy inral cell nrtquiaad *wow" w AN Vak*bmniid be go M% 10,400r urflraM ea spls~ filarU" of a. Qairl!MNi"ateet ghat , be %*Aho * 40 hot clipla �< eea+ipMent IN a 0 Nkble for aomptets tw*L r kwL rlrcaalpillralld;+Illallsr:; Ad sI i ilea wwiwr sIM11M pub b11 aaolbr sated "DIEir:laflErl� b. Gala d Nllln Mtil °ter fwird �l(i ii dippttd yalh+►at t#. d. ANh lines sh>AN tnlva a nriniEewam dearawraae a�f 4 iraatlrae irorra oasts adrSar aid 24 sr felt cellist Ness from a tTitlao c. Ewowi Corrrjfot one aocl sleet be oar Nblod l oknilellali i : baiaw 1j114 phi Vela. IMMMf1i11f ttis:Oii81 fiaik' seidlioan and pot nrsislultaolurpq 010a�aUorls 9 PrNyllide ther /Aidkllllrll =vM seer tread IMiO�Mr+ V., f. tNselt 6WQllid aaalt beat Mid+ wtth itlsr 4alal#Qpddo.'h&%P` ter hctlrrriNfaaliott isiiirnr � ra. AN irrhgslajtara treads stlaiN ices Mae tyape,. and *1e sewn n ft of i Preaaarrrnr ihret 4 Inch and � �' �� siardifar rwrnbena. _ preolplteiMera wNllt the earner ratNraae cyf tnpay. sari � iR Q.P'.M. as a. Pniar to canrersn roirr8 eery work the corm aowc at" camkft dneck ail gno a and fh Alf Y#M101aar sililAfelMl i�ataeaploi�rbaltdlpp#abthslll l limed an dNW**Vo 1. Prewar* tliim 3 inch and 24 Mchee fir' , +�f y aN irrigation wo* and s+oM t a# grow *A per cellsp r>1tlt eft W0p*of wtli7cwaiSl a+- CUU6VOWeat #A ai wit pias+�n Pad err t aft wMt !slant # a +at 225 P.&I. #M#d cagrrbfe d 12 aatiorre par lrailrufMF' of aMtllMr IIeNMe Arad b. Ail epnay head aprinkNrs ahiall fire � 9" so w adjlaMpn w* for radish of ill. Pressure Ntaae 8-1/21r1oh a and aMraSler. 2�4 irachee il1Q pra�aoiae�e�aRig�r iaf � tbe� Qwrbl frrtr � (W � equwL C. �, Ftiser gnat wAto �W artaeExaf dove shell be as led till ' tlaewvinrgs: iv. Laatsrel !tires tar inchrear 3& 1tlsirlltrliaMaraR h. AN' illllaiwr balasa ahllaN iiilErNMie Of: ! ~'Par Pleven: Y, a cxntsal wMrq lraolase- 9. Ca clw shin have inr ion syelena1 uitlder o vi plebe oQonftn for a periled of 7 d. AN heads shah twn a fedorjr haeh1 choc t volve or haw artaEMr dew prim to and plonfing or I•' M s Inm arFr"air V&%V ia'aslallod. f. IGirte' sdi #lrantrlaar not Mar+ger ifran 1J2 kWh *" ter fair iniliiwl baddM aaaci b. CasNlirsClar e Alt olhar niterjor rllonyarl#Sm#re WOW Mrn alas io to as eppdthd in dell to a t�wrl�► algwrl io unrir>t iwd ate. t211an baoir!!N #oli rtclt q�Nihr bran 1 inch: for r+enrNpirltrrg blrlaitttl. stall rnah ernlire irrrlpgaliod �a b an aooarp�liw corrrJititxl ilo' f, � �alOVOW�ra�period of � tldtdss � doted... . sprtoilioolfl seiion: fell fraen pi** ofoaaillvpr lb pJrw+�rattaer dries !Mall pen f. Irt lea carartt steal tier irrrAFortt htrtlyd sp�ldr aoleeaci ma>Rtraruna nnarwffaacsww's' 0. No Aacdieng shall to perfoenaed to °cMerpn°i trwres unless ago"°ea"�el by ifre Ciwlrwr"tr r+apmlll�: bowor'tjlps K +agpsa'' 10130 MrasradlwNon. - a. Chad UP $h61l halide place, on a daily Mania, that am* portion cell whale has btiion' is Pftawallae lfmw r and awaft.baaaeidlioae p� devft.L* ll b $Oh@ dui+ g h Nt(tllituin her a 0 along vra ts► cuft prrving eta. shell be parilhxwd 1 Inch shay h. Sand In lIflN b a rsadflbllwrr d' S ifail mere!!bay eta "rho cell phplfld Na i1r pa rd> atom cc as d lay' ftr C,)irr Wft ��.' The�r alW IirSaMfr ralrercvrae err cells aralr tnialh ter niaiarial fmrrt hie aopar sill wreak 4l3 aahiaenat t k�MAiwr er >�# anrais short bra poetMtxred 2 inwtnes stow flrnieh 4t. o Phlratllne°flews 1a'2 IVTh hoe 3 IiroMi aNsl blo w per lrsrlti 'dwbs aiflaiN tie i. No om OWN, igoft,- 1110111111120 tli►e n�ldrod the b l�Irae! A#Pr+aNei C4ase S'#lt alotwroera�aaiaNd fa'.1i.C. - h: All spehMMaiaaarner>adlw aMaaM b+l set peirpisarrdllouMsr' io fM�h giredea these slijuMrrnr via re adilbrlM cost ilo"c wrier: a JtN irrigraliorr shall bye teeleri M fie oar by #ne Owrrerr's rNeoraaserrieMwe and d. pl a mmm Itr001•tl2 ineh sled enllateraAer b0' MMI prra�aratrNon dowloa d "be i. All ephim in surf araearrw "L haw a rrJr*rnura pop-up height of sk f� iraotrea. J. Ccnntlw yr aihaM inaNaN caKrcrule tfrreet b�lasits f®r sash prerastlre Marere 2 %'Na sari larger. Ttrniet bMacira alraN be a � siksa of cane euteic tout. Fcr brll•aind: approved in Anil bekwo °f P and MdrQ- l far tten ae d�Md by the ow wa opream tsilwo. diol d0 aMolhlbalb+Vrfald I�'If:� _ j. Alt spirinaidsrsfe in planMlraloktpe mom shall have a Rninitm m pap -up h of garaliFalt pipe a jdnt rsibralint syalorn aliraN bo tNlMod irrolrad of thrash btodts per mart area b. �' shall p GIN dlafbo� tad do, On" over so& as deli t tree 4 and MalrgraralYr rdriwbeartllarM boCllwrae9w belFained twelve (12) k clwrs. speoiflftfte. hr-�a ( # to ilraeh;aapprw ft PW* *A viefto f: LaM roe '1�112 Iratihr tMadSW be trediaie 40 alolwrlt reand P.V.C. Mr ■obbiaft L =*'d Vllve afisr GIN 0*q and required arloaal nhilaew haws bend aanlptrloc, - EMf1R SECTM - g. t:�ltball !balsas air aced IlowsNaN ba Cirilaa 316a0hw* staid P.V.C. a. E LAN011 ra! shall be owakwcled of heavy cry ptarlic and be ccn►glaonw on f uN dlchr. The bubbler oW Iowa a scrsan io p oNdIftm flaarh txJl the syelem. h. AN piplle alotd alllsN'Srwrffl n lhfr IiAAMnnulwoNPM10 Monist 11011>iraai, b. Inigiratku heeds am to be iraslrNedMiller conrpieticn attluehing here h r 's pl+rtNdtiiatu` plip arm pllrrlira awMr Pali. NVF 2* yr +aM�ala cirAM c b. BUM"Ntaafi to aookft trohn 25 .1 D 0M aria o reraior balwesira 20-10 PMAY DIG ALERT NOTE: MIOIaK COMM nanaailea 1FaESf PLANS SHALL NOT COMMENCE UNTIL AN 84CROACHMM KIWI ANDIOR GRAD= P6MMT HAS SIM TM . CALL BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS YOU. DIGI wspoNsa E FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABWTY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY -800-227-2600 APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SMALL III RES1PONS6ILE Fdk DElER1MMING AN UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Coif at least - working days prim to excavatirV. APPROVAL BY THE COUNTY. �p90ESSaN\y �t No.45702 Exp. 12-31-08 C BY DATE APPR. I DATE ENGINEER REVISIONS COUNTY s> Cl v 1L OF CeL\03 ---------- — ------------ TRANSPORTATION DEPARTMENT APPROVED BY: BORTHWICK GUY SETTENHAUSEN INC. 2462 Dupont Drive -. Irvine, California 92612 949-476-861 6 T 949.476-8707 F www.bgb-inc.com czZI&VU4 You're % ALAN D. FRENCH DATE: CLIENT RECOMMENM A&'� 11-6-01 CENTEX HOMES 1265 CORONA POINTE COURT CORONA, CA. 92879 CONTACT: AVERY KINTNER P: (951)479-9509 F: (951 )372-2819 BENCH MARK: RIVERSIDE COUNTY f, BM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. V IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1964 ELEVATION 1425.301 I WALL: H. NONE V: VALLEY WIDE RECREATION & PARK DISTRICT S"uel W. oep Date: TR 30422— 2 i PT- 060047 SHM NM COUNTY OF RIVERSIDE 24 THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 30422-2 OF 26 SHEETS IRRIGATION SPECIFICATIONS r _O- FWNXAN r L41 U_U. iL M N C'7 r N E M N O N N N a� to 8119cr 3Ff tltebt3 4�f+' iri.ANVING SPNK940AT 1. NEttrwr a f1a d V%W Tess is !" ell QbbifR SW f0,r pWfflft fm"bm& IL V110 aw 040Ire ae aPaaMasl Ira 4100%. b� Ark aMpOw dell bdt c: lall 4 0010odiraftmeft hdVifto in mder far lire wlsslii�p11xN7rr +a �; - C. W ON AM 4llaili'wW f hart be" CarNaItcOr shah m4rtrril Jobsis of all ltsfbiaidee usod prior to apl/1ie■derl for tf. The *pro* Swidmid Larskon" f aailbte lri di Door rr auldles es baaidet mom WOO s b d s lidMlt far soft pffliat b Cif WW. s$ pro-onw9W its bidds to all amn p+ is plattb fp+abrttmMrtdedi ! NR piMft t F 6 w No am aactsr w0p.frr�■nsrd =and pow4r i! . MaenMd L cameesrls Mow 4 CorenM maw curb aW. be 25W PSI wanGraM Wmi as spsewad in mil. b. A# nowembsi'#a11i be W x Ir w4h 0 oaftdrttlatll< raim. a ThaitOW at**-d t,-- q t and ilttb Mtl>ir�lsisihr« qvw �.pimm Pbuft r a; p Iteblfwrf dW be!----- by $00 umm" CO fMrldts st. � �' � rrNeslt hb+r114b hour � in �. in m iftll by `VVWd!• b. ANbef ift a be6M0111Wff at'Ap111RiteW a11eN be 00 -11/ft M Ia1iMb W M b. + r+ itolaa Ntwet brfrert ade forsd t11■p�ee iarre ardwsirMisr row d In T bV V4Nrt#A• 1% 1Ns bears I� NE� NL p� et�lildM° ftttl� i'1N'Nbed. C. AM *a* rid c a IW"rll yreten �' �' y11l1IER!'M115S t� ter, shsr bet.bO is sli tom' C. Plea*� r'r1 W bs r X &' NnRtit*ttNin wAsee i aft f bommo s tw 59111MIC ff1 "fits I ih food VW*W m". d mlit self1pilwIrw ' ultim i 0elk, sr 100i 1 Ir 00 0; a repiree�el a1 dte dasttclf tFttt deft111ite~br, d. Pissdlc I-aadsE ftft in ftu at Nlfrrlei ON Rawam" r1I'#ef1 "*I M, Id In Wd", by VQ1rf IVlets. 0'r Con ahfril+cif iar 1t li Ato toes k1li'm ilsv& L nwraft7. 1~wrlt' Ti111ts1i L .6aw"m fl W Tnae'1111d a. Modbig illillirilt snarl be #4ptom". QF**owwr or apprmMed aqm* so spe~ in N' Tfte and slAb p1misft tlf - PlOw WWI cisi lilt: v Ffllhtt lid p�o�r'b h�ntt-o+l�rljil b. TiM ditd alp impliamilim I t311 t ba d"r OF nd Mrt � awtil fep�aft: 4.: 011611111bart:' a: lull awblttl>Nls� bow �wi'1i�il�tst'i�111t h� - - C,cltl�aot attsiEstrirRtit we #ON111tY.it**o bat *0ow"vest. AN sail dstradNioe�str r11NAt�sti rflslll ba � p� b � uselrr Mtis aeolbn; L 0""M d 0 Li lrhL� Wo IMM,ftlog"aim a: !iM aruft�Maarf�s sltslt btt asses err sofF nl�pstft i t, 9ailae 1011ft a 1 *0 be Eft airtirs'N 00 vj" 4W an *00 wNh SM Liss Ikr Al edialftMlr fMlfM Thant"&V CN sob of 15 b 25:1 pasaM ftwo air* imall scr m as ##prraeed by► Val>Mep�Yriday ' is at Iv. 1+M11ar,t V4 Labs fir aNtrlfftiisidst Ifs rfratktr PLAMMMrtii fdiD!%tltolll" #. Mttiitllllri�lft a. Cam *4A ci@ak 101 won* cNimp m I of aN a Irwrentr it ; !'f IIidL i i #*M a* ca whimcbmi dlr6ft under 1hla seafion. b. c4nWa0wowbe r mp acre tpr the pralesllflfr wad atom" of a1l rfN"ilA for - tt+s pr+ojet�t, s�. AIM pinta I I- Mltais" b* 04 same as spaNrNl Ni Irt that11slwierbs. ` ' c. � � ba as lndlortlesl AIL the Viand Est be �w-l011A. b Cjj:N*&dW'W 1Mjh pilM'ft f*"$ in prim 11611Q lltp ..., I Amm dam 'fNf N 2. Tft *Moo r+ll* stet (Am" & ova N% V" In dimWAAW WM1bt 00' lop 0< rrfts in all Mt b. Omhb aslarsitstN b ft aN d' wow a e tab ylslda. CO. F%w llrN 0011.68 esl 6111 d eftlN1` "111118 arafba*%ft'skl$wrlllN& NNC. TfM #M�1�t�111lf#b f' Pets. d. All b. Tfttdt 'bbll .r in dinnrMlrtir l#ifa bf�: C Tfmso ta:Uar Son artt9idyR #M� :�' d - _ Tr".ties a" be VAT. CTf1hr ties m alpplaMed 4 fW°� ` - as Tres *m shell be at d iot i ifts prates %%ft Wli Im ld Hauls per dsma b: Canomwstttdl talcs soil raofrdNberar %h* k to tail 2:1 stepaa wow f. N:+or +aiatar atlatl irtMrrt'J' dtnrnsitfratt■iMsder aplraw wMldlt soar as G. The,lmills-ft ipple W aft la for bit pm*asal anrirsnd Is per 10w db86iatd.by Va" 11Mtlitw'a ra�rrMtlr1�.11ailpr�t, , M . " Ned 1 lit i11 'fIIMi`l ' f pW.fAW+0Wirel i. 4 Oft, PtM1do of cart 00011111110m h 'irk ppias lre�' 6W a for � iiW #SM.&W iN W in �h irk WOW br i ice. Ot IM twr t elltttiNless 0wMs btld►Nt1►appaym e NI. to d& of as IN A 4181ft l� AaNW ** P� s�NII° be bond +wt to atilt sspstlt. NOT E: : WOW 1M1FrM�l TFrE9E PLANS 9FMLL NOT OOINLNCE UN71L AN 94CROAOH aff MUT AND/OR aRADINC Pma "s eEs1r TM i$S�aED. CALL BEFORE YOU DIG! THE PRIVATE ENGINEER SK NING TINES£ PL MS IS KWOMME FOR ASSUIZ NG 11NE ACCURACY OF DESIGN AND ACCEPTAMTY OF 1W WM WEl1EON. pnn�� IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 1 8 W- 2 2 7-2 C 00 AN'MV& OR DURING CONSi )CUM 7W MATE EH t SMALL 8E Ft'k DENIM m4 m UNDERGROUND SERVICE ALERT ACCE4P",, E SOLUTION ANo REVISING T. PANS FOR Call at least 2 working clays prior to excavating. m"OVAL BY THE COUNTY. ESSfG�r.,� r ti 1� tf No.45702 Exp. 12-31-08 c1 v OF cA1-\F TRANSPORTA11ON DEPARTMENT APPWVED 0 aes we ALM ® FMD04 i fVECOMMDVWi BY 13 N: 7. t. Sealt sstertpies shell � tabsn in the pteee�re M ilta►� ra111bsMrrlsl�Mae. s. cafftew eiitafi rim* call ewttpiM tla aft NtppFarred NsMe� 1�1o�t1+ h. C0-0 00er s40 p11 - his am No spat for Vmy 90.000 s*We f". . i. SON monim m waftm mat be slspat *sd far haft, pislnisr, akrpst attd`PW r1ilMarlal r1Abh a. Wsed`abetemeftt 0" not mew+ mom Narttii aMV040A ► ikon "arm is under aWieRASIMc ifri0dMI11Ft atnd hes bees approred. b. Upon Co"" df soil prapapAMdR ' d1e dR 11- P10 ahsd Ca "" lots kNNowinW i. Ingle atmass b be pi- ld` sod" or waded for a ps" of sown a" to oft ON w"d'sead& Il. CA a aft Nap w4 sp* alppnlll W wrad irdler pw mmmkx"*s artd stNow srisglNstlelNt�st o # IN. alMp aRe arld tM; W 0kft A 1lMeed tMl pltiwtr ` Tmft 11mW ba} pNrrlwr A prier b P OntlrMh ttla : of *a (. MMlreft reP ot ir4 moo", . st, C41*00W OM all hats sstd ehlwre far eppl %fm f Mtdt Owner's fisp @@ rltildAlrttt ft b emwom m of WW 000 IN is per• d. Cvrltnacior ahsti not WN UIV last my F NM W I I -1d - did >lri m s' abawicoom Mtat. The RQEILIs w do fwft iota Im 9hNsr to AbMlft Nei. a. C� shsN a�lrat tram s arwrr�d afl stnsrrt Ndtwls atr direerll�d by ValtaW►ide's nprMarMaMlts. PIafM�er� a elllsii bN>► 40111100 I Yt *W OW at: i. E1lawift ai' plW". ff W a dfelNiielsr *A"" $0&of ft 061 ttr is be P1111- 1, Nt" 11 /1 *Ua fits dgft at 6800 i W 10 be P101 1i it C� am* piartr0ll1 plilnt if an at r is rated ! ahaMel.or foul I bar. W. Plttett 1m"" *a be>pkmo in � trit a � nt nd m1hr t Mte I" b d aftd M d shslMlts art in abt®,, I si FUN >lNtrrrttslms iv. P roslde givm 00 wh l tsdftb per dew. V. 'AmA all pilem rtuft rlal vAh appr+wrrd baddW rv*. S. 144d Etu IN, OW be PAW atlntlat brinier panais N tlli or stppmmml **o* . No cygn*wbarters MrtrlN be app Mir c antradar eitei{ PN'tlMMtlde 5 WWR fsrlliit w tobbb b so m oil d cuftw b. RNlot brfltlr dW be Ift ft~ for IN *vm oWNi irl b UM at WW adr" "pW Pa omiltl"m TMt wtdtin the Ce�WrIIP f1gAlE' 1## � f�tcFNt btaiMs NWr1M ba'� far ail Irises � widlkt 8' fbet a� WJM�„ a. C 11t r t l dotDdt p wfMt wtwr is ilMi lstfflrr ft filMaft #m4h sm"allw f0mump ftefts or allm h w d wtlaOa. saN; d rla pllftaMellletft oaoues ilrt � efteil aNtl�r d ilsoitlwlt in sort! 36 *4 acid baaidlM wilt pea VmN4 • rapag waW ieN _trl+d I waW d., Conrfaadar sheN irr>� rotd bsur�bftl' W daib�l *W dom net porl-O rA s the canwl dw aha8 f tlfy►tt1a Owrlatf:: i opesm mien m per to ptstrldrll- 11. dnlit 3W 15.15.1S FERTKMR 120 IYI•QN m W.smTQ f7as 1 AG. "1WND 8m%4mAe 14 SNAIL, RYE 2000 WOM lF1l" M Lcm f3 CL Addiliaet d hVdro•a0ri mbm mW b* Nlp ecift for dMir licr b bmfty► baW 2462 Dupont Drive . Irvine, California 92612. 949-476-8616 T 949-476-8707 F www.bgb-inc_com CENI X How 1265 CORONA POINTE COURT COMMA. CA. 92ftJ79 CONTACT: AVERY KMiTHER P: (9 i1)479-9W BENCH MARK: RIVERSIDE COUNTY BM M-14-63 IN THE T INTERSECTION OF NEST ROAD AND LINDENBERGER ROAD. T IRON PIPE TAG * MARI(ED COUNTY IN CAP WELL MOUNT 1904 ELEVATION 1425.301 SCALM H: NONE V: TR 30422-2 VALLEY WIDE RECREATION & PARK DISTRICT f/-J-07 �P Date: IP 060047 SM "0' COUNTY Of RIVERSIDE 25 THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. 322-2 c .. Sly LANDSCAPE SPECIFICATIONS ttL0. I ccuw 1f A, L" r 1 1 1 rmud W. NOTE: L.IG ALERT ,N0-1 CowrmM rr11NN VM P A IS MA L NOT COMMt OM IJN M M ENCROAtpMOff P 11 MSIOR WASMie POW HAS KW TM scum CALL BEFOW THE PIlI1tVA7E ENGN* M aKMG THESE PLANS IS YOtJ DIGI RemmomjmLE FOR AN6 THE ACCURACY OF DE'SM AND ACCEPTAIRJTY OF THE WORK HEREON. IN 7W 1-8-227-21600 v ENCTI A� COUNTY t ENS WILL K WSPONSI®LE FOk DEIEI M ONG AN UNDE RGRMND SERVICE ALERT AccEp-rAs1.E sa umm me ft-*s ; THE "s FOR Call at IeaSt 2 working gays pior to exCwaft. APPROVAL BY THE COUNTY. SECTQltt tpl11IM;- 0. PmVids baddbwO wIlll pttl+xtottur"trar: t iM�tietttrueteewts f. +'snd w rspiawsand dwnmu d baakNcwr dsMiatMiM, with r nwin -, @6 chic a. Conbmww &m0 nwa*+eah s fta pie laet w0d Ow e maps of work unMl apse wai is awltw w+bt nMidlabwa im paiod hlwt iiter�n r In*". ~ appapw-i Nre as 0-me ae p«W and a br #w falism i I hopMMeMwMrtlMt: L 30 Dwtr Ndeeloelee M W@k Ill. 00 Dior NlMNIM-0 a Wa* W. to �eq! *4111illil" a: Edte # as nsMdnd le nmai *Wn no 9 omft I rid W" aad`~ bwft or up mft or faedrs. ! Co1�le+Moier tNiaif taOnMNMalaaly elM1# t1M aN1111I� gt ireliremiNr#iort MIIII b. RNrI'ltE aft #rash ,, hawbersn C. Tart compIft *fJVmftn >i. � Ttref ..........w ' Covowaw dad omw w mft ar as im dmdd:%0�14*ahsWb@ftwWW. 1i. fiN�lNli atnd 2 '#k'" depMeAft an vwi* at wtt IL CIMn up OW tabs plem on a dilly bwb, slim sech paof work hm bean b. Conhrrolor shah aide► d mf i4of d sk**dIw wmII or a# lfill rabif` oow d *W as Ni sci d by %fifty-~s sp w w w. stuckm wO ftn " or m nsod@&L b. The owatacW sW Ingelly meow fre>rn sit any 9rw wad, irah or o91sr G. - ! nKle# ifHMt/d t and '. d. d. Calnlrsoiw W" iilM10V! #A aeeoars 01111111i eQ h+011" wo sera. e Cutrthwawisr shah atamrMMrr momftrlRtp W sM 6M ain110 MW Pe su"k*wt Mdiskm le1r� M pigliiMed to ar+hie�re #1 iiM1! �M• as k A&TAv* of any and ail gieft shaft be cm pistied woo 49 twum at nelrimwo b. Conl1raftr 9NO bs IM1P n-trrMNs W o ptAni Lqt #W bserl sm pkisdamllIhm .! 'FMlwtrks" Skn& NiaMMMarrMs r+saalarON, ow how or aowmeaMtor►. cw11 mw *a mmim sw drill 1 an d *040 as I mods 11 Lt l' MI'tedt�ili liieNiMr ilNet�ira fMlik rho ! piw sdtmftbW L Cctnlettebr #l'la tieF nwepoeeiribia tmr all ownWom tei ft ~ wd p000d his haellauNwM platlMOwi aireiids. wilpwNMelrMlt►1s. bw s61mploked snd no coed in wrI No appilli of atrq Was to aftwad wrlie dboded by V -WW* rspasrrNNitrs: t9. f Ud ftpWfal et of tlMe wmm oreiM #4*"be:wuarttdittMeed addhimld wit. 1L AN 1 1 d simp ad amm *al be itta>pirotsdin lCs sir W +d. Conowlaiatr shah r'aaal t Wo 06MM wlsrn al On wo ow tong rlssddd. " upon" of the illy coin ado dser Maildomoos peftd. b• 0Oe1lrsco * M p a 00trstaoad dess+11bgp fit m f!'Wsr 4@m MC. pAw to Hill sMK fM1�i t11FA 13Vi1": a. Coe iMebr she1N ai r aN VWJrAk*wtr Wf" a$ regMtirsd to jjjWf" a e+aat. Mid - c The conkedw 00 be frrr sw wwo F oil I'll taw IW teams aplpaaneetplt and shah edge raa lass t 't eraa has bean pi in N Ided In w1 bl► b. L Cyr s1r>INI o fte pouJ&DW a MMA #xblit M* brNne 8S rwPlit 0& G i `anbaftr shah teleef ail fvun*aawwrr fit' M hd^ . 90 OF SECTION - L VftN awl" a. C4ww lair OW somoMall tit on& f Rrea'e d twf, pima w d.*"* ae m by . nmwm of mow der dtwo ioal 1 C iIIMEriMf NAlirt 11I fi. fflN� cm t) se"m for is I me dlwtuird by a 11mis I Isd PM apnitrstl 606astaN". d. Any Nndi s fit' Or 1wW 11W bm om GIs' d a L sod. x, , a, ConMator shall W at, mil attltwymgwM claw and vowed frers. a, SO* itch and I+IMel kwoon Mlels. :� IIta�MwMeE i, 00"mmme . 8: PhIMeMMNwt Nra�t itMlNlleibfF! � tssrMvs 4s 1'rCMutPs ti s. C©nhadw did bs tsepio i 6h for m6ftftio a Loft fw pfoNtla. conwomw humamiol49 hm fi m La*W line mW sp*Ww Ild 1 48 hares' O �- b. #7r" Ea ereas aw le safdir� 01 Oft* n%* t * ae1 dfd by a 11,asp nrtsd selt AMa V. �` tc ; 4>S #iGi1Nl_ VL i� Ittap�lf0ei ! O tlQeeNe1�. � - b. W©� ��. WIN EOlAeelselrJt tts1� erefoed. dfnwittla � �errRlt and R Ci011iedNfJlM�ll' lily afpsifd�iMOi as �' bye0ril�nri rleailrr tl+�s se�dlibei. rmftb for aMwvaftn Ww 'f#QIi * by the Olw rases t* 2. � ixMapsaliaMeat-. o a. CanbolOw slaaNf4NlMietr UK. 0*01"01ltrelelr aarrtelt �i �' aNllteMlMlr' dafls a. b. ylr*ral f©r � nasal Mira 4e heern rNalltas In adl�Iteii. Cbrbadw be on slis %r all �� Rf wMa flrl tsr aefAs. is rnattalwd rues. C. Any wooer notcid�r�pieled wlnrn inapeaiar ar�iwM wl+iolti was nMepwMsMd for, y /y�trrwd f a atw fa- Idt-e , #i dt a�1d.2t- i4 - d. OW be 6Mrad Is the me t o auw ift 4 impalwl aft Aft vm* � itirNNoat ina g+ se n arstp�iawt�e shah be �tes im Cop+ Rill gar C rpi" d at thr cord d ft' Qaaftj@j'. H s.: � shah oM fww inapaeii�t ka' tltist �; � tt3 Irma i. ii a. C+aeelerrelwior siwli In.wrpoeeMlbMf for ial ee a �` k >lYmn n pi Wer moisk of lowk thltoti*" M powlllels far ail ss frli**w# 1b i l Ttw anti � li�eit p mil►+IN Ift MMi *vow crrlrrd ira wi�M i�i r IV Tlw aer@ sMralb p��errflefp 1 wYpMnt Pool"tr>t .-. V. FW@h per'hyft i N eM: COn"be' e�errei t fiar rap�air" &# n0Zdit' � heads. k%MM: i/�CIOf a v% Feriai. itrlw oeft cy Yrl� and�or MehMr' r+ltgtrtll+ed aMe til� sas i. �11� � Cs�ntare�or lLeM MCMm tillel of M00m & hur so &O"d Vmpr t19 a#&** L A# subrAlIft SW bs seliinrftd vA* 15 dap aAtrr r+woaipi: of swcWd' � oMMrr spray'AllmoMer lSonkso . Car C shill sWbnde Ow fvNow iesrtns he two e�ntaiNd es E d. C41Nwto w silo MK Mea spMNrn :a mft nm of aws psr week or m@. c/) • L PNmt nwlm prof of pun how wish Iisod trttwswill s mW m w i l ohm fbr appow e M ii. It lMEtii aeietre�r� iii. t It-U101 IV. t V. U*ft for all l ialtl'do and f1 ionse urtwrd V1. Hydra -seed mill N M N VALLEY WIDE RECREATION `- A & PARK DISTRICT E 0 % c w W. Date: N 0,1FESSl�\ h y �l No.45702 Exp. 12-31-08 C BY DATEAPPRJDAV ENGINEER ft"V IONS COUNTY -s>III f OF CAI. f TRANSPORTATION DEPARTMENT APPROM BY: 2462 Dupont Drive 0 Irvine California 92612 949-476-8616 T 949-476.8707 F www,bgb-inc.com "ZoAft e"*4z //.PZ (a •o% ALAN D. INCH DATE: CLIENT RE10014141� BY BATE. CENTER HOMES 1265 CORONA POINTE COURT CORONA, CA. 92879 CONTACT: AVERY IGI«lTNER P: (951)479-9569 F: (9511372-2819 U BENCH MARK: RIVERSIDE COUNTY SM M-14-63 IN THE T INTERSECTION OF NEWPORT ROAD AND LINDENBERGER ROAD. I'IRON PIPE TAG * MARKED COUNTY IN CAP WELL MONUMENT 1984 ELEVATION 1425.301 ' H' NONE w TR 30422-2 IP 060047 COUNTY OF RIVERWE THE LAKES VALLEY WIDE STREETSCAPES PH. 2 Tr. W422-2 LANDSCAPE SPECIFICATIONS IWm smw Iwa 26 N N o� OF 26 SHEETS s� L y E.M.W.D. WATER CONSTRUCTION NOTES E.M.W.D. RECYCLED WATER CONSTR. NOTES 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION RECYCLED WATER GENERAL: SHALL BE IN ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS . A. RECYCLED WATER PIPELINE AND APPURTENANT 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR CONSTRUCTION SHALL BE IN ACCORDANCE WITH EMWD SHALL EXPOSE EXISTING WATER SYSTEM AND VERIFY STANDARDS AND SPECIFICATIONS SE W ITS EXISTING ELEVATION AND LOCATION B. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR 3. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES X SHALL EXPOSE EXISTING RECYCLED WATER SYSTEM AND 5'" METERS, UNLESS OTHERWISE NOTED; AND SHALL BE VERIFY ITS EXISTING ELEVATION AND LOCATION LOCATED AS SHOWN ON THE PLANS AND ADJUSTED AS C. WHERE SEWERS HAVE BEEN CONSTRUCTED BY NECESSARY TO MISS DRIVEWAYS. WATER SERVICE AGENCIES OTHER THAN EMWD, CONTRACT SHALL ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH VERIFY SEWER LATERAL LOCATIONS PRIOR TO STD. DWG. B-590, TYPE B ADJOINING LOT METER EXCAVATION FOR RECYCLED WATER PIPELINE. Q BOXES SHALL BE PLACED TOGETHER AT PROPERTY LINE. IN THE EVENT SEWER LATERALS ARE FOUND TO BE 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN AT A DEPTH LESS THAN IN ACCORDANCE WITH . ACCORDANCE WITH STD. DWG. B-598. EMWD SEWER STANDARDS (INSIDE CITY OF HEMET, 4��JV / 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO REFER TO STD NO. 201). RECYCLED WATER PIPELINE J CENTERLINE (CENTERGRADE) OF PIPE. CONTRACTOR SHALL ADJUST RECYCLED WATER Z 4 6. APPROVED REDUCED PRESSURE BACKFLOW PREVENTION PIPELINE DEPTH AS DIRECTED BY THE DESIGN DEVICE (B-597) REOURED TO ALL INDUSTRIAL, ENGINEER TO CROSS OVER THE SEWER LATERAL IF COMMERCIAL, APARTMENT COMPLEXES AND POSSIBLE TO PROVIDE 36" MINIMUM COVER TO FINISH LANDSCAPE SERVICES. ROAD GRADE; OTHERWISE CROSS UNDER. LATERAL. TR 22162 7. INSTALL LOCATOR WIRE OVER MAIN PER STD. DWG. D. ALL SERVICE CONNECTIONS SHALL BE AS NOTED AND B-656. LOCATED AS SHOWN ON THE PLANS, ADJUST AS SPECIFIC TO P.V.C. PIPE SYSTEMS: NECESSARY TO MISS DRIVEWAYS. SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH STD DWGS PA-1 8. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN AND PB-14. ACCORDANCE WITH STD.: DWG. B-362 (COLOR CODED E. BLOW OFFS SHALL BE INSTALLED IN ACCORDANCE GREEN). WITH STD. DWG PA-1. 9. BLOW -OFF ASSEMBLIES SHALL BE INSTALLED IN F. TEMPORARY BLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-357. ACCORDANCE WITH STD. DWG PA-1. 10. TEMPORARY BLOW OFF ASSEMBLIES SHALL BE G. AIR VALVES SHALL BE INSTALLED IN ACCORDANCE INSTALLED IN ACCORDANCE WITH STD. DWG. B-568. WITH STD. DWG PB-8. 11. ALL P.V.C. PIPE THROUGH 12 INCH SHALL BE TYPE H. RECYCLED WATER SYSTEM PROFILE ELEVATIONS ARE C-900, CLASS 150, EXCEPT WHERE NOTED OTHERWISE. TO CENTERLINE (CENTERGRADE) OF PIPE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. 12. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY SPECIFIC TO CML&W&CMC SYSTEMS: IRON. FITTINGS SHALL BE FLANGED, BOLTED I. ALLL STEEL CYLINDER. PIPE SHALL BE BONDED MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL AT RUBBER GASKET JOINTS IN ACCORDANCE WITH BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER STD. DWG. A-4 14 ON B-638. EMWD STANDARDS AND SPECIFICATIONS. J. ALL DESIGNATED PIPELINE WELDS SHALL BE 13. ALL DUCTILE OR GRAY IRON FITTINGS SHALL FULL WELD DOUBLE PASS AT EACH PIPE JOINT BE POLYETHYLENE ENCASED AT THE TIME OF WITHIN DESIGNATED WELD LENGTH LIMITS. INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS. K. BE AWARE OF CORROSION AND CORROSION PROTECTION, 14. A JOINT RESTRAINT DEVICE SHALL BE USED ON SEE NOTES L-P. ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS ADDITIONAL NOTES FOR CML&W&CMC PIPING: AND ALL JOINTS OF WATER APPURTENANCE LATERALS L. PREPACKAGED 48 POUND HIGH POTENTIAL MAGNESIUM ANODE OFF MAIN LINE, PER EMWD STD. DWG. 8-663. WITH #10 AWG STIR THWN (RED) ATTACHED DIRECTLY TO SPECIFIC TO CML&W&CMC PIPE SYSTEMS: PIPE VIA EXOTHERMIC WELD. 15. BLOW -OFF ASSEMBLIES SHALL BE INSTALLED IN M. APPLY WAX TAPE TO ENTIRE PIPE SURFACE, PIPE SPECIALS, ACCORDANCE WITH STD. DWG. OF FIRE HYDRANT STD. AND MECHANICAL COUPLINGS PER AWWA C217. B-351. N. BOND ALL COUPLINGS TO PIPE. 16. FI.RE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN 0. ENCASE PIPE IN POLYETHYLENE PER AWWA C105 METHOD A. ACCORDANCE WITH STD. DWG. B-356. P. DO NOT ENCASE ANODE. 17. ALL STEEL CYLINDER PIPE SHALL BE BONDED AT RUBBER 0. ALL WIRE IS TO BE STRANDED COPPER THWN WIRE. GASKET JOINTS IN ACCORDANCE WITH STD. DWG. B-638 18. ALL DESIGNATED PIPELINE WELDS SHALL BE FULL WELD R. ANODES TO BE INSTALLED 5` FROM PIPE, 10' BELOW DOUBLE PASS AT EACH PIPE JOINT WITHIN DESIGNATED INVERT, 5' APART FROM OTHER ANODES. WELD LENGTH LIMITS. S. ANODES CONNECT TO ONE PIPE LEAD VIA 0.01 OHM 19. SHOP DRAWINGS FOR CML&W&CMC SHALL BE SUBMITTED AND MANGANIN WIRE SHUNT & COPPER SPLIT BOLTS. APPROVED BY EMWD PRIOR TO FABRICATION. T. PLACE TEST BOX IN 24"DIAM x 6" CONCRETE COLLAR. TR 301O5 20. ALL CML&W&CMC STEEL PIPE SHALL BE CLASS 150.EXCEPT RAISE TEST BOX SUCH THAT A 2% SLOPE ALL AROUND WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO EXISTS TO PREVENT WATER INTRUSION. AWWA SPECIFICATIONS. U. WELD 1" HIGH BLOCK LETTERS IDENTIFYING STATION 21. BE AWARE OF CORROSION AND CORROSION PROTECTION, LOCATION ON TEST BOX LIDS. SEE NOTES 22-26. V. BOND ALL NON -INSULATING JOINS & ALL NON - ADDITIONAL NOTES FOR CML&W&CMC PIPING: CIRCUMFERENTIALLY WELDED JOINTS USING A 1/4' DIAM x G" MILD STEEL ROD, WELDED TO THE OUTSIDE OF PIPE 22. PREPACKAGED 48 POUND HIGH POTENTIAL MAGNESIUM ANODE (TYP FOR BOTH SPIGOT AND BELL), NO. 8 BOND WIRE (TYP), WITH #10 AWG STIR THWN (RED) ATTACHED DIRECTLY TO AND PROVIDE SUFFICIENT SLACK IN BOND CABLE TO ALLOW PIPE VIA EXOTHERMIC WELD. MAXIMUM DEFLECTION OF PIPE JOINT 23. APPLY WAX TAPE TO ENTIRE PIPE SURFACE, PIPE SPECIALS, W. ATTACH TEST LEADS -AT PIPE JOINTS BETWEEN SHOP AND MECHANICAL COUPLINGS PER AWWA C217. COATING AND FIELD APPLIED COATING, PROVIDE SUFFICIENT DISTANCE TO ALLOW MAXIMUM DEFLECTION 24. BOND ALL COUPLINGS TO PIPE. OF PIPE JOINT. 25. ENCASE PIPE IN POLYETHYLENE PER AWWA C105 METHOD A. SPECIFIC TO PVC PIPE SYSTEMS: 26. DO NOT ENCASE ANODE. X. JOINT RESTRAINERS, INSTEAD OF THRUST BLOCKS, SHALL BE USED ON ALL MAIN LINE PIPE JOINTS IN THE COUNTY OF RIVERSIDE ER & WATER E.M.W.D. SEWER CONSTRUCTION NOTES 1. SEWER CONSTRUCTION AND MATERIALS SHALL BE IN PRIVATE ENGINEER'S NOTE TO CONTRACTOR ACCORDANCE WITH E.M.W.D.'S STANDARDS AND ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON PLA N . S SPECIFICATIONS. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE LINE (CONDUIT INVERT) FORCE MAIN PROFILE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS THE LAKES TRACT NO. 30422-2 TR 30 22- 1 LAGUNA L AXE I VISTA PER TR 30422- I DRIVE L A K E 2 (PRIVATE) PER 7RD'}22-7 I 2 3 4 5 6 7 360 g 9 10 362 363 23 22 21 20 � 11 364 19 12 357 365 366 367 IS I7 230 368 369 7 rp�eRFs )q 356 229 228 " 3 0 371 312 37 24 25 26 2 16 231 227 28 Y9 15 t3 355 226 ....,..>. 30 14 233 234 235 225 224 4;' ,.y 31 43 44 223 215 354 232 236 237 222 221 220 219 218 217 216 238 239 240 214 t; 194 i93 \ 33 45 353 241 242 243 244 245 192 41 246 213 195 191 �; 34 46 352 216 275 274 40 47 273 241 212 y ` 35 272 271 s° 189 36 39 48 351 277 218 270 262 261 260 259 248 21i # 197 188 :; < ^.�` 37 38 350 1 49 279 280 269 F 249 210 198 281 :r 184 50 349 " .: 268 163 258 ' 250 { �' 199 186 I83 209 ,. '14":9!87296 � 264 251 251 208 200 169 18 181 180 119 51 295 s 256 201 168 170 171 I78 52 347 282 283 320 265 252 207 172 173 177 53 346 299 294 s s 266 255 253 206 x ' 202 167 �''•<.:... 174 17 284 319 i, 116 54 345 300 293 r. 267 254 205 204 203 166 165 w�-- 55 285 318 € 164 344 301 292 s 317 111 112 11 11 11 116 117 118 119 120 146 i47 148 149 163 162 161 159 56 150 343 302 291 286 316-' I50 151 152 158: 57 153 342 303 290 287 315 154 157 58 'V 110 109 108 i 121 � �`'`� 155 341 304 314 144 143 ; 137 136 135 134 87 156 59 LL 4 289 288 I45 86`".:, . 107 122 340 305 313 321 £ 138 142 133 88 N - ?, `•�. 30S 322 106 123 85 63 �•-' 339 307 312 124 125 141 84 139 132 89 f` 62 61 60 338 308 323 105 a ,.1:. 11)a 140 131 64 LOT 375 _... TR 30 42) PHASE 2 MAP (NOT A PART) HOLLAND ROAD (PUBLIC) TR 31629 *WATER CONSTRUCTION LEGEND ELEVATIONS ARE TO CENTER GRADE (CG). SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH 3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF WITH STANDARD DRAWINGS'SB-53, SB-56, SB-58 CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE LAID THROUGH THE MANHOLES AND USED AS A FORM IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE FOR THE INVERT. WITH SAID REGULATIONS AND ORDERS. TR 30422-3 4. THE CONTRACTOR IS ADVISED THAT THE WORK. ON CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND THIS PROJECT MAY INVOLVE WORKING IN A COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE CONFINED AIR SPACE. CONTRACTOR SHALL BE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF i� RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY s� 108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND R THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 5. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL OR VCP SEWERS, EXCEPT WHERE SPECIFICALLY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE DESIGNATED ON PLANS, PER E.M.W.D. STANDARDS PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY G. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SHALL EXPOSE EXISTING SEWER AND VERIFY ITS THE EXISTENCE AND APPROXIMATE LOCATIONS OF.ANY UNDERGROUND EXISTING ELEVATION AND LOCATION. WHERE UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY CONNECTING TO EXISTING MANHOLE AND INLET A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER STUB OF PROPER SIZE EXISTS, NO ALTERATIONS ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES SHALL BE MADE TO EXISTING MANHOLE BASE OR NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT EXISTING ;?,V STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING c,�Nli'GFIDUI�IJ E.M.W.D. ALL UTILITY AND I RR -I GAT I ON COMPANIES PRIOR TO WORK OR 7. SEWER LATERALS SHALL BE CONSTRUCTED IN EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES ACCORDANCE WITH STANDARD DRAWING SB-177. AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY LOCATIONS OF WYE:S AND LATERALS, WHERE NOT DAMAGE OR PROTECTION TO THESE LINES. SHOWN ON THE PLANS, ARE TO BE DETERMINED IN IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE FIELD PRIOR TO CONSTRUCTION, TO MISS THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING DRIVEWAYS. ALL LATERALS ARE TO BE 4" (INCH) ANY WORK BY CALLING THE ENGINEER OF WORK AT (619) 291-0707 DIAMETER UNLESS OTHERWISE SHOWN ON THE PLANS. AND THE COUNTY INSPECTOR. 8. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR ABSORPTION RESISTANCE, PER E.M.W.D.'S SPECIFICATIONS. SUMMARY OF QUANTITIES 9. ALL LATERALS SHALL HAVE AN ON -SITE CLEANOUT IN ACCORDANCE WITH STANDARD DRAWING SB-52. SEWER SYSTEM QUANTITIES 10. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH ITEM QTY'S UNIT THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN OF THE OUTLET PIPE AT THEIR PROJECTIONS TO 8" SEWERLINE........................................................................................................ 10243 LF THE MANHOLE CENTERLINE. 10" SEWERLINE.................................................................................................... 1215 LF 11. ALL PIPE ZONE. BEDDING AND TRENCH BACKFILL 12" SEWERLINE.................................................................................................... 3787 LF SHALL BE IN ACCORDANCE WITH STANDARD DRAWINGS 4" SEWER LATERAL......................................................................................... 373 EA SB-157, SB-158 AND SB-159. STANDARD MANHOLE PER SB-53 56 EA 12. BACKWATER VALVES SHALL BE INSTALLED PER ......................................................... TERMINUS MANHOLE PER SB-58 15 EA SECTION 710.1 OF THE UNIFORM PLUMBING CODE. .......................................................... 13. WHERE EXISTING GRADE GOES CUT TO FILL, CLEAN OUT PER SB-52................................................................................ 1 EA � � USE SHORT JOINTS 2.5 MAX. 10 EACH SIDE OR BACK .WATER VALVE....................................................................... 24 EA VCP PIPE, USE FLEX COUPLING FOR PVC PIPE. 1O'x10' A.C. PAD PER SB-47........................................................... 4 EA WATERTIGHT MANHOLE FRAME & COVER PER SB-61........ 3 EA COUNTY OF RIVERSIDE SEWER NOTES STEEL CASING. PER SB-49 (OD=30")........................................... 70 LF TEMP SEWER END CAP .................................................................................... 1 EA 1. ALL MATERIALS USED AND INSTALLED SHALL CONFORM TEST STATION PER B-662 1 EA TO RIVERSIDE COUNTY STANDARDS & SPECIFICATIONS ....................................................................... ORDINANCE 461. RECYCLED WATER SYSTEM QUANTITIES TR 31229 WORK TO BE DONE ITEM QTY' S UNIT THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO 8"CML&W&CMC RECYCLED WATERLINE - CL 150............................ 434 LF BE DONE ACCORDING TO THESE PLANS, THE CURRENT COUNTY 8"PVC RECYCLED WATERLINE - C900, CL 150................................ 4777 LF OF RIVERSIDE TRANSPORTATION DEPARTMENT STANDARDS 8" PVC RECYCLED WATERLINE - C900, CL 200 345 LF AND SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARDS ................................ 8" RS GATE VALVE (RSGV) FxH..................................................................... 6 EA AND SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ("GREENBOOK") . 8" FxH ADAPTOR......................................................................................................... 8 EA SURVEYOR'S NOTE 8"FLANGED TEE............................................................................................................ 6 EA 8" 45' HxH HORIZ BEND............................................................................................. 2 EA. THE BASIS OF BEARINGS FOR THIS MAP IS THE NORTH LINE OF 8" 45° VERT BEND........................................................................................................ EA THE NE 1/4 OF SEC. 1 PER PM 21838 146/1-29, IE N89028'44"W 8"END CAP ----------------- --- ----- ... .............................-............ .24 4 EA NOTIFICATIONS 1"AIR VAC AND AIR RELEASE VALVE PER PB-9............................ 8 EA 6„BLOW OFF PER PA-1................................................................................. -...... 5 EA THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR 2"METERED SERVICE LINE PER PB-1 (1-NO METER) ..................... 3 EA AGENCIES 48 HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION 3" METERED SERVICE LINE PER PB-1.......................... .............................. 1 EA RIVERSIDE COUNTY ROAD (951 ) 955-6885 4" METERED SERVICE LINE PER PB-1........................................................ 2 EA EASTERN MUNICIPAL WATER DISTRICT: STEEL CASING PER 8-5750=.181................................................................ 328 LF FIELD ENGINEERING DEPARTMENT (951 ) 928=3777 ext. 4830 TEST STATION PER 8-6.62..............................................:.................................. 3 EA U.S.A. 1-800-22772600 27. ALL WIRE IS TO BE STRANDED COPPER THWN WIRE. WITHIN SPECIFIED L-IMITS AND ALL JOINTS OF WATER TIME LIMITATION WATER SYSTEM QUANTITIES 28. ANODES TO BE INSTALLED 5' FROM PIPE, 10' BELOW WATERLINE ( SIZE AND TYPE NOTED) ................................ APPURTENANCE LATERALS OFF MAIN LINE, EMWD 300 150 0 300 600 900 ITEM QTY'S UNIT INVERT, 5' APART FROM OTHER -ANODES. STD. DWG. B-663. I iiiiiiiiii TYPE C-900 EXISTING (PROPOSED BY OTHERS) WATERLINE - - - THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX (6) MONTHS FROM 8"CML&W&CMC WATERLINE - CL-150 ........................................................... 632 LF 29. ANODES CONNECT TO ONE PIPE LEAD VIA 0.01 OHM Y. ALL P.V.C. PI -PE THROUGH 12" SHALL BE CLASS 150 EXCEPT WHERE NOTED OTHERWISE. PIPE GRAPHIC SCALE 1"=' 300� THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWING TO BE REVIEWED BY THE 8"PVC WATERLINE - C900, CL150............................................................ 16981 LF MANGANIN WIRE SHUNT & COPPER SPLIT BOLTS. SHALL CONFORM TO AWWA SPECIFICATIONS. WATER/REC WTR SERVICE W/ METER �--1 DEVELOPER/DESIGN ENGINEER AND RESUBMITED TO EMWD FOR POSSIBLE 8-"PVC WATERLINE - C900, CL200............................................................ 803 LF 30. PLACE TEST BOX IN 24"DIAM x 6" CONCRETE COLLAR. Z FITTINGS FOR P V C PIPE SHALL BE DUCTILE OR GRAY CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS 12"PVC WATERLINE - C900, CL150............................................................ . 144 LF RAISE TEST BOX SUCH THAT A 2% SLOPE ALL AROUND IRON. FITTINGS SHALL BE FLANGED, BOLTED EXISTS TO PREVENT WATER INTRUSION. MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL 31. WELD 1" HIGH BLOCK LETTERS IDENTIFYING STATION BE CEMENTED MORTAR LINED AND TAR (SEAL) LOCATION ON TEST BOX LIDS. COATED PER EMWD STANDARDS AND SPECIFICATIONS. 32. BOND ALL NON -INSULATING JOINS & ALL NON- AA. POLYETHYLENE ENCASEMENT: ALL DUCTILE OR GRAY CIRCUMFERENTIALLY WELDED JOINTS USING A 114' DIAM x 6" IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT MILD STEEL ROD, WELDED TO THE OUTSIDE OF PIPE THE TIME OF INSTALLATION PER EMWD STANDARDS (TYP FOR BOTH SPIGOT AND BELL), NO. 8 BOND WIRE (TYP), AND SPECIFICATIONS. AND PROVIDE SUFFICIENT SLACK IN BOND CABLE TO ALLOW . MAXIMUM DEFLECTION OF PIPE JOINT 33. ATTACH TEST LEADS AT PIPE JOINTS BETWEEN SHOP COATING OVIDE FIELD PTO I ED ARDEFLECTION DDISTANCE DEVELOPER/OWNER SUFFICIENT ALLOW MAXIMUM OF PIPE JOINT. CENTEX HOMES COUNTY OF RIVERSIDE WATER NOTES 1265 CORONA POINTE COURT CORONA, CA 92879 1. ALL MATERIALS, TESTING AND INSPECTION OF PIPE PHONE: (951) 479-9500 SHALL BE IN CONFORMITY WITH THE REOUIRMENTS OF ENGINEER OF WORK RIVERSIDE COUNTY AND THE AMERICAN WATER WORKS ASSOCIATION.(AWWA) STANDARDS. RICK ENGINEERING COMPANY 2. FAILURE TO MEET ANY OF THE REQUIREMENTS OF 5620 FRIARS ROAD RIVERSIDE COUNTY AND THE AWWA SPECIFICATIONS SAN DIEGO, CA. 92110-2596 WILL BE CAUSE FOR REJECTION. PHONE: (619) 291-0707 FIRE HYDRANT INSTALLATION NOTE FAX: ( 619 ) 291-4165 FXF RESILIENT SEAT GATE VALVE (RSGV)................ AND STANDARDS. . 8"RS GATE VALVE (RSGV)HxH......................................................................... 12 EA FXH RSGV........................................................................................................... 8"RS GATE VALVE (RSGV) FxH - 1 CLOSED VALVE ...................... 42 EA *LEGEND NOTE 12"RS GATE VALVE (RSGV) FxH ...................................................................... 3 EA HXH RSGV - ALL STANDARDS REFERENCED IN THE LEGEND ARE PER EMWD STANDARDS 6"RS GATE VALVE (RSGV) FxH...................................................................... �� 8 FXH ADAPTOR............................................................................................................ 1 31 EA EA FXH ADAPTER............................................................................................. - AND SPECIFICATIONS FOR DEVELOPER PROJECTS- 8" FLANGED TEE............................................................................................................ 19 EA 85 "k12"FLANGED TEE........................................................................................... 1 EA CLOSED RSGV................................................................................................ -�- WATER SYSTEM CERTIFICATION 12"k12"k8"FLANGED TEE ........................................................................................ 1 EA I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM WITHIN TRACT 8"'HxHxF TEE................................................................................................................... 2 EA CONCENTRIC REDUCER ••••••••••••••••••••••••••••••••••••••••••••••••........................•• --o--- 30422-2 IS IN ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF 8 x6 HxHxF TEE......................................................................................................... 1 EA THE EASTERN WATER DISTRICT AND THE WATER SERVICE. 36'Sc8"SADDELED OUTLET (HOT TAP) ......................................................... 1 EA AIR VALVE/AIR REDUCER (8-367 OR B-598).......... �--1 STORAGEAND DISTRIBUTIONSYSTEM WILL BEADEQUATETOSUPPLY 8 45 HxH HORIZ BEND............................................................................................. 12 EA BLOW -OFF (B-357 PVC) ..................................................................•• WATER TO SUCH TRACT. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL 8"45•FxF HORIZ BEND............................................................................................. 2 EA SUPPLY WATER TO SAID PROJECT AT ANY SPECIFIC QUANTITIES, FLOWS 8"22.59HxH HORIZ BEND........................................................................................ 5 EA BLOW -OFF (B-351 STEEL) ••••••••••••••••••••••••••.•••.••••••••••.......•............. --e--1 OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. 8"11.25'HxH HORIZ BEND....................................................................................... 1 EA TEMPORARY BLOW -OFF ( 8-568 PVC) ..............................•••••• EASTERN MUNICIPAL WATER DISTRICT 8"45' VERT BEND....................................................................................................... 8"x6"'REDUCER ................................................................................................................ 110 10 EA EA 1"WATER. SERVICE PER &%"METER PER B-590 .............................. 372 EA END CAP............................................................................................................. E ( 'a 4- AZ 6 -r 6" WATER COPPER SERVICE PER B-635............................................... 1" AIR VAC AND AIR RELEASE VALVE PER 1 EA FIRE HYDRANT ( B=362 6x4x21� ) .1M #4 B-598 (PVC).......... 25 EA , OC-11INGINEIER OF SUBDIVISIONS DATE 6" BLOW OFF PER 8-357 (PVC1....................................................................... 1 EA FIRE HYDRANT (B-356, 6x4x2 112 )................................. 411111-+ 6"BLOW OFF PER IC-653 (STEEL).................................................................. 1 EA THE CENTER OF THE FIRE HYDRANT HOSE OUTLET SHALL NOT BE LESS SEWER SYSTEM CERTIFICATION F"TEMPORARY BLOW OFF PER B-568 (PVC) ........................................ 2 EA THAN 24 INCHES ABOVE FINAL GRADE PER COUNTY ORDINANCE 787.2 SEWER LEGEND SUPER FIRE HYDRANT (B-517, Gx4x2-21�)............. I� I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT N0. 6"FIRE HYDRANT ASSEMBLY PER B-362 (PVC) ................................. 62 EA 6 SUPER FIRE HYDRANT ASSEMBLY PER B-517 ............................... 3 EA WATER/SEWER/RECYCLED WATER APPROVED BY: SEWER PIPE AS NOTED ••••••••••••••••••••••••••••••••••••••••••........................••••' 30422-2 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DIG ALERT EASTERN MUNICIPAL WATER DISTRICT BLUE RETRO REFLECTOR PAVEMENT MARKER•••••••••••••••• o DISTRICT'S SEWER SYSTEM MASTER PLAN, AND THE DISTRICT HAS BLUE PAVEMENT REFLECTOR............................................................................ 73 EA RIVERSIDE COUNTY FIRE DEPARTMENT ..••..-.-0..._ PROGRAMMED ADEQUATE CAPACITY TO TREAT THE WASTES FROM THE STEEL CASING PER B-575(D=18'9................................................................. 337 LF - TM SEWER MANHOLE.................................................................................... �'I �G FLANGED TEE ( FXFXF)....................................................................... PROPOSED TRACT. TEST STATION PER B-GJ62 .................................................................................. 3 EA /Vk At, o..P 16 A A n, .......................... a 8"END CAP ......................................................................................................................... 1 EA VI E G CALL r-- INEER OF SUBDIVISIONS DATE SEWER CLEAN OUT PRESSURE REGULATOR ASSEMBLY ( B-597 } PR EASTERN MUNICIPAL WATER DISTRICT BEFORE INITIAL DATE SEWER LATERAL/SERVICE••••••••••••••••••••••••••••••••••••.............••.......••••• CONTROL DENSITY F ILL OVER W/L ( CDF )..................•• ZZZZZZZZZ1 INDEX OF SHEETS: YOU DIG! APPROVE Y: DOUG BLOOM PROJECT ENO. B 4 /25 l0 7 SHEET No. Is) DESCRIPTION 1-800-227-2600 - EXISTING SEWER P I PE/MH.•.....•.................•..••.......•....................... - fi- - .................................................... 1 TITLE SHEET UNDERGROUND SERVICE ALERT I I L ENGINEER OF SUBO I S I ONS DATE 2 INDEX AND DETAIL SHEET N Call at least 2 working days prior to excavating. DATE BACKWATER VALVES••••••••••••••••••••••••••••••••••••••••••••••••........................••.••• BW NOTE: ALL FIRE HYDRANTS .ARE WET BARREL NN 3-39 SEWER & WATER PLAN AND PROFILES Q in NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD I.P.060047 M� SANDIEG0,CA92110 BENCH MARK: I. D. U36-U35 WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT oFEssi �Qf ES$/� S.A. 41-33 PERMIT AND/OR GRADING PERMIT HAS BEEN �`QC APPROVED BY: Q N .(FAx)619.291.a16s RIv. Co. B.M. M-14-63 IN THE TEE Q ENGINEERING COMPANY rlckengineering.com INTERSECTION OF NEWPORT RD. ,`4� D. FR ELF, �� t L. B F & LINDENBERGER RD. A 1"IRON W.O. 11582 ISSUED. � P�,Q' ��ti � � C� '4 y San Diego Riverside Sacramento Orange Phoenix Tuaon TRACT N 0 3 0 g 2 2 - 2 o 4� PIPE & TAG MARKED COUNTY IN No.457O2 = PREPARED UNDER THE DI CTION OF: CAP WELL MON. SCHEDULE `8" C.O. THE PRIVATE ENGINEER SIGNING THESE PLANS IS r c� tTt RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 ��tli '� No.C27678 1984 ELEV.= 1425.301 SEWER, WATER & RECYCLED WATER COORD 23-D-46Im DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE ALAN D. FRENCH DATE: tr. Exp.3/31/08 PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY, 1 39 ' APPROVAL OR DURING CONSTRUCTION, THE PRIVATE S'j. CIVI\. �P 'f'j� CIVIL SHT. OF ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS 'QTF o�� Alb '�j �`� &ft ROGER LE ALL R.C.E. 27678TITLE SHEETACCEPTABLE SOLUTION AND REVISING THE PLANS FOR OF Cp1.\F �' F OF 0 SCALE( APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY: RL8 CAI. DATE: REGISTRATION EXPIRES 3-31-08 N/A N/A s RECOMMENDED BY BUREAU VERITAS DATE: H: V: p- r RI\d-14590\phose_2\sewer-woter\4590ph2swl.dgn IN 14590-R \, _• rIh1�A1�YGtnrvinrnc\Rwntlnv-f1n6\wnrkcnnca\oraiects\reG_v7_stds_S0\In1ni\ColComo_oan O VICINITY MAP . SEE RIVERSIDE COUNTY THOMAS BROTHERS o E GUIDE MAP. 2003 EDITION: PAGE 808, GRID G2, G3, H2 & H3. NEWPOW ROAD ALCM N = REVIERE OR MENIFE LOIRE v a LN, TRACT No, 30422 -c HOLIAND ROAD SECONDAR►'ACCESS PROJECT SITE (ExTEN M OF HOLUWD RD. TO IFEE) TENTATIVE TRACT No. 30422-2 NOT TO SCALE BEING 1 SUBDIVISION OF A PORTION OF THE WEST ONE-HALF AND ONE-HALF OF THE N A SU NORT HEAST EAST / OF SECTION 1 TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE I 9T INE R/W CURB L N CURB R/W TYPICAL LOT NO SCALE FUTURE 12" SEWER BY OTHERS PER D-30364 EXIST 301, CML&C PER D-9706 PROPOSED 1811 RECYCLED WATER PER WO# 11435 ;/ > r<:< MH NO. 1 39 t.` �' :l> . 12" SEWER s -r r R �► ' ; MH N0. 2 . ' > :.I............j '1 k ,s:; £:, , k! I . ; ' i LAKE 1 '' (�) I � I .` 41m�:; i TT�r1�T �J';»� J FUTURE+ `.'E I I. I __.. MHNO;3 :J �'I —rJ_ � 2 21�'7) -2 FIRE 1l NT HYDRA BLUE � 6 PAVEMENT MA RKER AC - - 611 —�I 6" BLUE �► PAVEMENT FIRE MARKER HYDRANT I 1 7 TYPICAL HYDRANT MARKER LOCATION NO SCALE SOUTH OR WEST SIDE CL NORTH OR EAST SIDE 7' _2 _ 27 4' 6' 6' M 7a0 IN DEPTH MIN VARIES • I WATER MAIN MW SEWER STORM MAIN DRAIN TYPICAL SECTION NO SCALE PRESSURE REDUCERS PRESSURE REDUCING VALVES FOR TRACT 30422-2 ARE REQUIRED FOR ALL LOTS (1-373). BACK WATER VALVES PIPEORINE � 5' MIN (BOTH SIDES) STRUCTURE I CDF /� 1' MINMUREA 45 0 VE T R BENDS (4 TYPICAL) RESTRAINED WITH 1 10 EBAA IRON RON 2000 MIN MIN SERIES OR APPROVE E U D O AL NO JOINT — CENTERED ALONG C WELD)OUBLE PASS PIPELINE BEING CROSSED CL-200 W/L-20' MIN (OR CML&C CL 150 0.25" THICK MIN) WATER MAIN DROP DETAIL NO SCALL 65, 78, 79, 80, 103, 104, 121, 123, 124, 197, 212, 265. 277, 312. 313, 314, 315. 316, 322, 323, 325, 326, 338 AND 341. IMPLEMENTING FACILITIES WATER: 12" WATER LINE IN LAGUNA VISTA DRIVE PER D-33700 FOR TR 30422-1 36" WATER LINE IN TRES LAGOS DRIVE PER D-30362 FOR TR 30422-1 I/ 0 LINE IN HOLLAND ROAD D PER TR 31629 12 WATER RECYCLED WATER: 12" RECYCLED WATER LINE IN TRES LAGOS DRIVE PER D-30362 FOR TR 30422-1 SEWER: 12" SEWER LINE IN MENIFEE ROAD PER D-30364 FIRE DEPARTMENT NOTE HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WITH THEIR RATED CAPACITIES (AT 20 PSI 1.4 BAR RESIDUAL PRESSURE) AS FOLLOWS: CLASS A -RATED CAPACITY OF 1,000 - 1,499 GPM (3,785 - 59675 L/MINI. ALL BARRELS ARE TO BE CHROME YELLOW, WITH.TOPS AND NOZZLE CAPS PAINTED WITH A GREEN (CLASS A) COLOR SCHEME TO PROVIDE SIMIPLICITY 8 CONSISTENCY WITH COLORS USED IN SIGNAL WORK FOR SAFETY, DANGER 8, INTERMEDIATE CONDITION. I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. BY: DATE: WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALERT EASTERN MUNICIPAL WATER DISTRICT 7M C3 I (A). n6d S & 2 • CALL ENGINEER OF SUBDIVISIONS DATE - BEFORE. INITIAL DATE YOU DIG.i PROJECT ENG. F. a 4'/ZS/o 1-800-227-2600 APPROVALS . UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. I i I — NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER I REVISIONS ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ 11 J J J� : EXISTING ' 36' CML&W WATER -, LAKE 2 BY OTHERS PER ��tl D-30356 THRU D-30364 1 \ TT�ACT 8"HOT TAP ON EXIST _; .. ........\.....,.....,..,. 8" SEWER " MH N0.4 :lA PER D-33700 ti:,...: _.. •ft` TRACK BOUNDARY `, PR APR "`' %• \. Pfl PR ♦♦% :�� ♦ FUTURE . �: r >:3.,J �: pR . 8 PVC WATER , }-1. .:. ; .. ..; . f� r ; ., '�� , , ♦ I 7 0 �.._.,.... , _ % R �k P h \ `O , r J iP za z : s s., O •�k s�.- 1 Msti ♦ 3S ".: 1 i PER D- 3700 �� 3 • -, E HN ., +M O.65 MH N0. 5 � > PR rp OPO: ED : ,... �. ; :�. O .. t:; ; _a; air w. :T w> .....•:w}k... .. :>:: .. ,. 1 +y,.:,n',.£oksk, `•a'a: II ``'y'': .;:, : PR ,�...:: o r :f.. PR ..... ..... .^......... -£'.e1 =� 32 11 ''::`�,,, >,,,!_^=•,>N'y.; :;k. W. _._ +•:-,,.. m 23 PER D-S3700 PR .,t. i :. / ,. �,i 8 SEWER �, FUTURE �: '£ 8 PVC WATER °'; PR �+ m Pp r - 3> o - PR - I O Pp I PR � � f --�•---- 12 PVC WATE -, �.�- ; t PR � O O :.Y:, �\. �� . 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No. 45702ip S*4S47 = CAP WELL MON. a�! o c� � PREPARED UNDER THE DIR TION OF: SEWER,WATER & RECYCLED WATER Exp. 12-31-08 � No.C27678 � 1984 ELEV.= 1425.301 PLAN AND PROFILE APPR. DATE it * ALAN D. FRENCH DATE: Exp.3/31/08 ! SHT. 2 of 39 J>, OFIVIII, O\P L 0 �/ j?l CIVIL ��I ROGER LEE LL R.C.E.2767a INDEX SHEET CHECKED BY:RLB CA A �C/J, � ,T .0"1 'r �0 SCALE: . . L"ua RECOMMENDED BY BUREAU VERITAS DATE: OF ��1� DATE: n REGISTRATION EXPIRES 3-31-08 Hs N/A V. N/A D 3603 N 04 N % c 0� 0 �; cn 81 R 0 R,\d_14590\phose-2\sewer-woter\4590ph2sw2.dgn \ \srv_riDl\RlckStandords\Bentley_2006\workspace\pro)ects\rec_v7_stds_SD\Iplot\colcomp.pen JN 14590-B ..." ....... ........ 7 ........... : .... . .. .. .. .. .. ... .. ... ..:::::: *,::::::: ................... 4 .. ..... ................. ........ ........ ........ ........ : ........ ....... ....... ........ 7 .... * .. .... .... * ... .... :.., .... .. ....... ... ** ' * ��. .- . , "'. ___..11.11 I .., I .".,;, ,:.. 4Z...1. . 11 * . 1.... 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DELTA (I'Vol BRIG. RADIUS. LENGTH - REMARKS . (:!D & 1 6' 441 35" 850. 00' 248. 39' - r%-O-'*N 1 �� . N2' 1.0' 59"E . . . 1 1 4. 97' I I WATER DATA . NO. DELTA OR BRG. � RADIUS LENGTH REMARKS 0 A=11'05`19" 835. 00' 1 5. 86' Fm . I N20 1 O' 59" E 1 127. 73' SEWER_ -DATA NO. DELTA OR BRG. . RADIUS LENGTH REMARKS A= 40 591 5611 * 1 450. 00' 126.511 NU I to . COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD . . . " 1 I ... lo''!! SAN DIEGO, CA 921 1 0 I.P. 060047 1. D. U36-U35 WORK CONTAINED WITHIN THESE PLANS SHALL - ,, FESSI TRANSPORTATION DEPARTMENT 0 0 � ii �FESS/19* 619.291.0707 1 COUNTY OF RIVERSIDE . I 91 ) 1, ', k "' " . S.A. 41-3 NOT COMMENCE UNTI V ec�. APPROVED BY: . P, (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE . 3 DING PERMIT HAS BEEN - D.-Re b' - r% L. ENGINEERING OMPANY rickengineering.com INTERSECTION OF NEWPORT RD. , 4a el *Tucson ISSUED. IW t, :�& o, C4 *_ Son Diego Wyerside Sacramento orange Phoenix & LINDENBERGER RD. A VIRON W. 0. 11582 - V � - Cr W PIPE & TAG MARKED COUNTY IN TRACT NO. 30422-2 1 Q� �_ ...0 No. 111M E DIRECTION OF: CAP WELL MON. C. 0. THE PRIVATE ENGINEER SIGNING THESE PLANS IS 45702 _A111210- Cm m . RESPONSIBLE FOR ASSURING THE ACCURACY OF ' I Exp. 12-31-08 of *lsod 7 Uj No.C27678 MI 1984 ELEV.= 1425.301 SEWER,WATER & RECYCLED WATER - __ - Do . _10 . . DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK . APPR. DATE * ALAN D.FRENCH DATE: * Xp. 31/08 * k IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ix .A SHT APPROVAL OR DURING CONSTRUCTION, THE PRIVATE %I';,. CIVIL 11 09 .2a .3 OF39 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS " Civ 1\1 ..,\'t R.C.E. 27678 I_ LAGUNA VISTA DRIVE ION AND REVISING THE PLANS FOR Cm-\� /NA 44.01 13LIALE: . 94lud . UNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB F REAU _�E_RITAS DATE: C DATE: AlVe? REGISTRATION EXPIRES 3-31-08 _ H: 111-40, V: 111-4/ D-at_?6 O.q 7 . - ___ C14 . 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RADIUS LEENGTH REMARKS <2> A=13'42'04" 985. 00' 235.54' 2 IA=26*48'07" 562.00' 262. 89-* '-4 1N58'O1'2O"W__F 1 101.08' U-ji I UV WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALEPT A. 1L.L EASTERN MUNICIPAL WATER DISTRICT 7M C3 qvj /0-7 CALL CIVtfL ")E�G NEER OF SUBDIVISIONS DATE B E F 010% 1 E INITIAL DATE PLAN: FENWICK CIRCLE YOU DIG! PROJECT ENG. 40 20 0 40 80 120 1-800-227-2600 APPROVALS I 1Z 5-/0 7 NOTE: FOR STORM DRAIN INFO REFER TO "STORM DRAIN U N D ER (31AAJUND SERVICE ALERT Call at least 2 working days prior to excavating. PLANS"FOR TR 30422-2 GRAPHIC SCALE 11" 401 NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK:. I.P. 060047 1. D. U36-U35 SAN DIEGO, CA 92110 WORK CONTAINED WITHIN THESE PLANS SHALL TRA14SPORTATION -�DEPARTMENT 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE - UNTIL AN ENCROACHMENT qg fESSI APPROVED BY: (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE S. A. 41-33 6V rickengineering.com INTERSECTION OF NEWPORT RD. PERMIT AND/OR GRADING PERMIT HAS BEEN L. Son Diego Riverside Sacramento Orange Phoenix Tucson & LINDENBERGER RD. A - ? IRON W. 0. 11582 ISSUED. -2 IVE TRACT NO. 30422-2 up PIPE & TAG MARKED COUNTY 1N .01 SCHEDULE lBu C. 0. .45702 PREPARED UNDER THE DIRQN OF: No CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS - ft C.0 rn SEWER,WATER & RECYCLED WATER RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 Saw# Uj NO.C27678 rn 1984 ELEV.= 1425.301 COORD 23-D-46 a 216 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE- TLEAN D.FRENCH' DATE: �r Exp.3/31/0a PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY Lp, SHT. 40F39 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE CIVI CIVIL n ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS IVA ROGER LEE fjLL R.C.E. 27678 SCALE: FENWICK CIRCLE ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR - DESIGNED BY: CPE DRAWN BY: MRD/NZ CA0 rT 07 OF C DATE: 401*07- REGISTRATION EXPIRES 3-31-08 H: 111=40, V: 1"=4' 9(4 APPROVAL BY THE COUNTY. r CHECKED BY:RLB , RECOMMENDED BY BUREAU V�R AS AR' - I D-. 24 C14 04 CY V in 0- 0 Z] Rt\d-14590\phoae-2\sewer-watar\4590ph2sw4.dgn \\srv-rlbl\RlCkStandards\13entlev-2006\worksoace\orojects\rec-�7-stds-SD\IDIOt\COICO-D.Den JN 14590-B v NN N aD Lin M — �cs I— 3 N N Q R-\tl_14590\phase_2\sewer_woter\4590ph2sw5.dgn \\srv__rlbt\RlckStondards\Bentley_2006\workspace\projects\reC_v7_stds_S0\Iplot\colcomp.pen JN 14590-B .......... ........ -- -------- -------- --------- ------------ ........ ------ ........ ............. ....... ........ ........ ........ ... . ..... ...... ............. ....... ........ ........ ........ ........ ..... ..... ........ .. ..... ....... ....... ........ ........ ........ ........ . ... .. .. ........ ....... ........ .... .... .. --- -------- -------- --- ....... ........ ..... ........ ........ ........ ...... ........ ...... .... ... q .... t::n ........ ........ ... .. ..- , . .... . ::::.,! :::::::. :::::::: :::::::: :::::::: ........ ....... ... n -------- - ...... ........ ....... ........ ........ ........ ........ ....... ........ ..... ........... ................ ...... ........ ........ ........ ........ 11 * ..... - I .... ........ . .... ........ ------- -------- --- ....... - :t -:- --- ..... .... ........... ........ ....... . .... ........ ......... -------- ........ 4 ........ ........ . ................ ........ ..... ........ z ............ .... ........ . ... ..... ........ ........ ....... n I ...... ........ ........ -------- ------- ........ ........ ........ ........ i ........ .................. 4 ........ ------- - ...... ........ ........ ........ ........ .. ....... ........ ................. .......... ................ ....... ------- ....... ...... ........ ........ ........ ........ ......... ........ ... ..... ....... ..... t ...... .............. .... ........ i ........ .. ........ .. nr:� -- ,, r_, 1-1 1 - - - 1'..-1�,*.'1Z:-,-, , ;1-'1;-'1 ........... -�.. r':---�, .......... ........ ........ .. ........ ....... ........ = .... ........ ........ ... ........ ................. ........ nn:::: ........ ........ ......... ....... :::::::: ......... ........... ........ ... ..... .......... ........ ........ ........ § ........ -------- ----- ........ ................. ........ .. ....... ........ ........ ........ ...... . ............... ......... 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OTE: FOR STORM DRAIN INFO + 1-800-227-2600 APPROVALS UNDERGROUND SERVICE ALERT REFER TO 'STORM DRAIN N:; ; PLANS"FOR TR 3o422-2 Call at locust 2 working days prior to excavating. GRAPHIC SCALE 1' 401 NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: WORK CONTAINED WITHIN THESE PLANS SHALL 0-0111 SAN DIEGO, CA 92110 TRANSPORTATION DEPARTMENT L0316 619.291.0707 qjkC �'ESSI A, fd. -14-63 IN THE TEE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: (FAX)619.291.4165 RIV. CO. B.M. M PERMIT AND/OR GRADING PERMIT HAS BEEN rlckenginsering.com INTERSECTION OF NEWPORT RD. 0 San Dlego RiversWe Sacramento Orange Phoenlx Tucson & LINDENBERGER RD. A *?IRON ISSUED. PIPE'& TAG MARKED COUNTY IN No. 45 02 PREPARED UNDER THE D N OF: CAP. WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS rn Exp. 12-31-08 No.C27678 1984 ELEV.= 1425.301 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR.-DATE ALAN D.FRENCH DATE: Exp.3/31/08 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY MVIL APPROVAL OR DURING CONSTRUCTION, THE PRIVATE CIVI ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS 1�v ROGER LEcaw'bALL R.C.E. 27678 SCALE: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Ur C DATE: REGISTRATION EXPIRES 3-31-08 APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB RECOMMENDED BY BUREAU VERITTS DATE: H: '1"=40' V: 111=41 R. 1,d-1 4 590\phose -2\ sewer -water%4 590ph2sw6. dgn 11- 2006*%worksocce�tnrolects\rac-v7-stds-SD'tlolot\calccm. non ro 303 -1 ' rD (1439.5-) 0 0 0 z C6 N 8" SEWER -J VARIES E OF C FROM MH 11 TO MH 12 302 343 (1435.7) (�D 344 �cn (1435.0) �c6 345 PR C14 + (1434.8) 19 .4 .......... . 301 ....... .. ...... rn (1435.3) u") 'Y P 1 300 fr CO V) (1434.9) C) c CENTERLINE DATA NO.. no DELTA OR SnG. RADIUS LENGTH REMARKS (:D A=47'10'3711 . 400.00' 329.36' A= 17' 32`5811 1200.00' 367.551 WATER DATA NO. 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Ir. 19 4 1Z510 7 UNDE"Dru"INUUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN 15SUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY - 1 CD Lu LLJ in 0z 01 = U3 co �:11�0 28+86.00 (8.46" RT) FROM MH 5 1 1'S OF CL 8" FxHPVC-STEEL ADAPTOR MA TO 29+04.00 44 12" SEWER 6'N OF CL z ITV PLAN: LAKERIDGE DRIVE & FALL RIVER LANE NOTE: FOR STORM DRAININFO 40 20 0 - 40 80 120 REFER TO 'STORM DRAIN PLANS"FOR TR 30422-2 GRAPHIC SCALE 11" 40' ArrnUVAL Un UUMMU L.U113MUL,11UN, Mr. MIVIAIL ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ SEAL -COUNTY COUNTY OF. RIVERSIDE SEAL -ENGINE R 5620 FRIARS ROAD BENCH MARK: SAN DIEGO, CA 92110 90)FIESS1 TRANSPORTATION DEPARTMENT L 5 $ 619.291.0707 -14-63 IN- THE TEE APPROVED BY: (FAX)619.291.4165 RIV. CO. B.M. M L. ENGINEERING COMPANY rlckengineering.com INTERSECTION OF NEWPORT RD. San Diego Riverside Sacramento Orange Phoenix Tucson & LINDENBERGER RD. A- ImIRON 11� P PIPE & TAG MARKED COUNTY IN No. 45702 Ir CAP WELL MON. C.0 2% PREPARED UNDER THE DIRECTION OF: W40V UJI M Exp. 12-31-08 to* No.C27678 a -f-al-S7 0% Zb 1984 ELEV.= 1425.301 APPR. DATE ALAN D.FRENCH DATE: Exp.3/31/08 lk -1 &P% CIVIL Cr CIVI\, P1 ,-,p ROGER EE2 R.C.E. 27678 '4j� OF CXI_\� XON 07 ;r I SCALE: CHECKED BY:RLB I RECOMMENDED BY BURI!AL1 VERITAS DATE: 'r OF C D A T E: REGISTRATION EXPIRES 3-31-08 H : 111=40, V - 1 11= 41 CENTERLINE DATA NO. 00 DELTA OR BAG. RADIUS REMARKS A= 80 30** 5711 --LENGTH 600. 00' 89. 18' NO' 4661 091"E 304. 14' (D A=24-4659" 300.00-* 129.76' A= 84' 361 51 53.001 78.271 N69'50'00"W 56.001 WATER DATA NO. 00 DELTA OR BriG. RADIUS LENGTH REMARKS 8- 30' 57" 611.00, 90. 81 0 2 NOO 46'09"E 304. 14' �- 3 A= 290 50' 36" 311.00, 161.199, 4 N650 10' 00"E 22. 16' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS <j> N4'38'23"W 88. 09' No*46'09"E 143. 00' NO-46'09"E 161. 14' 18- 30'5311 294. 00' 95. 00' 5 A= 18" 30' 53" 294.00, 1 95.001 1 N69050'00"W -1 90.93' 1 COUNTY OF RIVERSIDE I.P.06004T I. D. U36-U35 S.A. 41-33 TRACT NO. 30422-2 W.O. 11582 SCHEDULE '13" C. 0. 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INITIAL DATE PROJECT ENG. 40 20. 0 40 80 120 1-800--227-2600 APPROVALS v/z S-/07 NOTE: FOR STORM DRAIN INFO REFER TO 'STORM DRAIN UNDERGROUND SERVICE ALERT PLANS"FOR TR 30422-2 Call at least 2 working days prior to excavating. GRAPHIC SCALE T" 401 NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER '5620 FRIARS ROAD BENCH MARK: LP L .060047 1. D. U36-U35 SAN DIEGO, CA 92110 WORK CONTAINED WITHIN THESE PLANS SHALL )fFESS1 TRAPISPORTATION 'DEPARTMENT 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: (FAX)619.291.4165 RIV.CO.B.M.M-14-63 IN'THE TEE S.A. 41-33 PERMIT AND/OR GRADING PERMIT HAS BEEN EmNEE rickengineering.com INTERSECTION OF NEWPORT RD. D. & LINDENBERGER RD. AA`IRON W.O. 11582 ISSUED. N, San Diego Riverside Sacramento Orange Phoenix Tucson PIPE & TAG MARKED COUNTY IN TRACT NO 30422-2 No. 45702 CAP WELL MON. SCHEDU�E "B- C. 0. THE PRIVATE ENGINEER SIGNING THESE PLANS IS PREPARED UNDER THE DIRECTION OF: m p - 4001NOW-1 0 Uj m SEWER,WATER & RECYCLED WATER RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 7 do N.o.C27678 _rrl 1984 ELEV.= 1425.301 COORD 23-D-46 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE ALAN D.FRENCH DATE: I EXP.3/31/08 PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY i�t: SHT- 8 OF39 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE jil. CIV01 CIVIL - ENGINEER SHALL BE RESPONSIBLE -FOR DETERMINING AN ENGINEER REVISIONS .4 41 ROGER I—EE—AI I R.C.E. 27678 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR OF CA%_\�Ql 01 11, nr SCALE- FALL RIVER LANE IRECOMMENDED BY BURE�U' VER7TAS DATE- OF C" DATE; REGISTRATION EXPIRES 3-31-08 - 1"=4' APPROVAL BY THE COUNTY. 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INITIAL DATE 40 20 0 40 80 120 V_rw -2600 dc'. 46 NOTE: OR STORM DRAIN INFO 1-80A 027 APPROVALS REFER TO 'STORM DRAIN UNDERGROUND SERVICE ALERT PLANS"FOR TR 30422-2 Call at least 2 working days prior to excavating. (;RAPHIC SCALE 11" 40'# NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL-ENGINIEER S620 FRIARS ROAD BENCH MARK: I.P.060047 1. D. U36-U35 1101 SAN DIEGO, CA 92110 WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT 619.291.0707 COUNTY OF RIVERSIDE ESS/s fESS/ APPROVED BY- (FAX)619.291.4165 S. A. 41 -33 NOT COMMENCE UNTIL AN ENCROACHMENT W, RIV. CO. B.M. M-14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN U ENGINEERIN COMPANY rlckengineering.com INTERSECTION OF NEWPORT RD. rn Ln & LINDENBERGER RD. A 1"IRON W.O. 11582 Son Diego RIversid Sacramento oramp Phoenix Tucson ISSUED. PIPE & TAG MARKED COUNTY IN TRACT NO. 30422-2 CAP WELL MON. SCHEDULE "Bo C. 0. No. 45702 PREPARED UNDER THE DIR TION OF: THE PRIVATE ENGINEER SIGNING THESE PLANS IS C.D m SEWER,WATER & RECYCLED WATER W- No.C27678 1984 ELEV.= 1425.301 COORD23-D-46 RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 urlyi 9 _14� DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE ALAN D.FRENCH DATE: Exv.) 3/31/08 PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY SHT. 9 OF -39 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE I), C I V 1�\, CIVIL ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS AA r ROGER LEE- R.C.E. 27678 SCALE: FALL RIVER LANE qy"7" ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR OF C DATE: REGISTRATION EXPIRES 3-31-08 APPROVAL BY THE COUNTY. r-DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB RECOMMENDED BY BUREAO VER__17rS__ DATE: H: 1�-- 4 0' V 111=41 D - C%j 04 CO V Ln 0- f rq 9 4590\phose-2\sewer-woter\4590ph2s.g.dgn 7 std� %D1.1n1n+\nn1 JN `145 ........... . .. ........... .............. ........ ........ ....... ........ ........ ........ ....... ................ ......... ....... ........ ................. ........ . . ......... ........ ........ ....... .... ................... -------- ------- ------- E. .... ........ ........ ....... ....... . ..... ..... ..... ........ ....... ...... ..... ....... ......... ... * ::-L ......... ....... ........ ... ....... ..... ........ ........ ........ ........ ........ ....... ....... ........ ........ ..... .. ........ ........ ........ ........ ....... ....... ---- -------- -------- ---- -------- ........ ... ........ ........ ........ .... ... ....... . ...... .... ........ :2� ....... . .... . ................ . ........ . ----- -------- ----------------- -------- ------- ........ ............. 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DELTA OR 8RG..- RADIUS LENGTH REMARKS A=6'22'4011 306. 00' 34. 06' N43-22'48"W 162. 64 If N43*2248"W 1 11 . 42' 4 A=45953'24" 294.00' 235.47' 5 N890 16' 13" W 122.70' WATER/SEWER/RECYCLED WATER APPROVED BY: iN- CY) _j CO ;4,; DIG ALEPT JL %I JL EASTERN MUNICIPAL WATER DISTRICT -81, PVC C-900, CL-150 Z-5 A C.3 V) �Z TM qq Q Q� � Z-- 1 I'S OF CL C3 tk_ CD W NT V (L A GI) Q �� Zl rVQ CO Co 00 CALL qVIII ENNNEE ISIONS DATE rn + Q_ PLAN: FALL RIVER LANE BEFOltz 00 INITIAL DATE YOU DIG! 40 20 0 40 80 120 1-800-227-2600 APPROVALS PROJECT ENG. 4125-467 Co co D rl UNDER(JWUND SERVICE ALERT Call at least 2 working days prior to excavating. F_ GRAPHIC SCALE. 1'" 40*# NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5 2 RIARS ROAD BENCH MARK: I.P.060047 I.D. U36-U35 11 ! SAN DIEGO, CA 92110 WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT )FESS/ APPROVED BY: IR tM f ESS/ (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE S.A. 41-33 PERMIT AND/OR GRADING PERMIT HAS BEEN rickengineering.com INTERSECTION OF NEWPORT RD. Ptiverside & LINDENBERGER RD. A' VIROIN W. 0. 11582 ISSUED. Sacramento orange Phoenix Tucson TRACT NO. 30422-2 le PIPE & TAG MARKED'COUNTY IN fn- & Ir CAP WELL MON. SCHEDULE- "Bm C. 0. No. 4570 PREPARED UNDER THE DI 0 - THE PRIVATE ENGINEER SIGNING THESE PLANS IS 160 SEWER,WATER & RECYCLED WATER RESPONSIBLE FOR ASSURING THE ACCURACY OF lup�_ __1WV -*7 No.C27678 12-31-08 W. 1984 ELEV.= 1425.301 COORD 23-D-46 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE ALAN D.FRENCH DATE: Exp.3/31/08 PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY - X SHT. 10 OF39 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE J> CIVIL 9a ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS J>, ROGER LEE &&LL R.C.E. 27678 SCALE: FALL RIVER LANE ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE OF CAo� DATE: 0407 REGISTRATION EXPIRES 3-31-08 Wlij APPROVAL BY THE COUNTY. i DRAWN BY: MRD/NZ CHECKED BY:RLB RECOMMENDED BY BUREAU VERITAS 9A T 5: L_ I H: 1"=40' V: 111=41 D - :?/. /1 4590 \pho . se_2\se.er_water\4590ph2sw1 . 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RADIUS LENGTH REMARKS N7-29'081111 25.94' A= 60 45' 20" 200.00' 23.58' NO*43147"E 229.14' A= 30 11 ' 57" 1011.00, 56.45' 1 N30 55'44"E 123.34" SEWER DATA NO. DELTA OR BRG. IUS LENGTH REMARKS NO-43'47"E 313. 22' A= 3* 02' 40" 12370. 00' 125.93.1 1 DIU Al I EASTERN MUNICIPAL WATER DISTRICT iiiiia- z TM a AT 0, CALL CIV NEER OF SUBDIVISIONS DATE BEFOIAX, PLAN: ALSTON LANE YOU DIG! INITIAL DATE PROJECT ENG. 4125107 40 20 0 40 80 120 1-800-227-2600 APPROVALS NOTE: FOR STORM DRAIN INFO UNDERGR VOUND SERVICE ALERT -REFER TO "STORM DRAIN -- 40r Call at least 2 working days prior to excavating. PLANS"FOR TR 30422 -2 GRAPHIC SCALE 1" NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL-ENGIN R S620 FRIARS ROAD BENCH MARK: 1.'P.060047 I.D. U36-U35 SAN DIEGO, CA 92110 WORK CONTAINED WITHIN THESE PLANS SHALL f ESSI TRANSPORTATION DEPARTMENT ESS/d, 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT 141� APPROVED BY: (FAX)619.291.4165 rickengineering.com RIV. CO. S.M. M- 14-63 IN THE TEE S. A. 41 - 33 PERMIT AND/OR GRADING PERMIT HAS BEEN Im WENGINE 0 WOMPAM INTERSECTION OF NEWPORT RD. ISSUED. IN, San Diego lWerswe Sacramento Orange Phoenix Tucson & LINDENSERGER RD. A ?IRON TRACT NO. 30422-2 W. 0. 1 1582 PIPE & TAG MARKED COUNTY IN No.45702 PREPARED UNDER THE DI N OF: CAP WELL MON. SCHEDULE '130 C.O. THE PRIVATE ENGINEER SIGNING THESE PLANS IS rn RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 No*.C27678 r" 1984 ELEV.= 1425.301 SEWER, WATER & RECYCLED WATER COORD 23-D-46 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE ALAN D. FRENCH DATE: Exp.3/31/08 PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ti -4. ga SHT. 11 OF39 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE CI V t\1 CIVIL ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN I ENGINEER REVISIONS ROGER LEEOALL R.C.E. 27678 SCALE: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE OF CA%-\ REGISTRATION EXPIRES 3-31-08 ALSTON LANE (0 Ll I APPROVAL BY THE COUNTY. 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NOTE- WORK.6TAINED WITHIN THESE PLANS SHALL .NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS ACCEPTABLE SOLUTION AND REV15ING THE PLANS FOR APPROVAL BY THE COUNTY. r--DESIGNED BY: CPE DRAWN BY: MRD/NZ 10 FO-01 "W + IU- c6 LLCI x_:� N= Cnj 7 LL < (D + - 2 - (n Go W Z__ PLAN: HARLEQUIN COURT 40 20 0 40 80 120 GRAPHIC SCALE 1'" 40' SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 1*11�11 f ESSI TRANSPORTATION DEPARTMENT ESS/p, APPROVED BY: San Diego No. 4 702 PREPA rn Exp. 12-31-08 No.C2'7678 Pm APPR. DATE. ALAN D.FRENCH DATE: Exp.3/31/08 CIVIL OF. c4j_\�V fiF C DATE: CHECKED BY:RLB IRECOMMENDED.BY BUREAU VERITAS DATE: I 0 se: E SHOW T go% 54 (1433.1 PR COUR-T = (SiB-531 InT .......... 55 (1433.5) PR :A1 56 J 433.5) L� Uj z _j z 0 V) LLJ _j Uj V) r1r) Lo 0_j X + U_ I.L. rn= = � 00 00 5620 FRIARS ROAD SAN DIEGO, CA 92110 BENCH MARK: 619.291.0707 (FAX)619.291.4165 RIV. CO. B.M. M- 14-63, IN THE TEE rickenginaering.com INTERSECTION -OF NEWPORT RD. E___ Riverside Sacramento Orange Phoenix Tucson & LINDENBERGER RD. A ?IRON PIPE & TAG MARKED COUNTY IN RED UNDER THE DIRECTION OF: CAP WELL MON. Q�.j 1984 ELEV.= 1425.301 ROGER LEEVALL7 - R.C.E. 27678 SCALE: REGISTRATION EXPIRES 3-31-08 H 1"=40' v: 1"=4' CENTERLINE DATA NO. min DELTA OR BFG. RADIUS LENGTH REMARKS (:D N78'20'Oro"W 160.10.1 A=166'49'55" 300.00' 88. 13' 3D 9.84. (3:) A= 27- 46' 02--- 300.00,1 1.145.391 (:E) N89-1 6'11 YW ______T111.51J1 WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS N78-201066" W 191.211 A=16'49'5511 289. 00' 84. 90" N61 3011111W 9. 84' 04 A=27. 46'0211 311 . 00' 150.72' N89*1 6'13"W 100.041 SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS A= 160 591 4911 875. 00' 259. 57' A= 28' 44' 22" 1 515. 00' 258. 32' COUNTY OF RIVERSIDE I.P.060047 I.D. U36-U35 S.A. 41-33 TRACT NO. 30422-2 W.O. 11582 SCHEDULE 'B" C. 0. SEWER,WATER & RECYCLED WATER COORD 23-D-46 PLAN AND PROFILE SHT.13OF39- - HARLEQUIN COURT 9q'7(AU ID- J6 to 4 7, V N N CY CO 1W in 0- 05 R,\d-14590\phose-2\se.er-woter\4590ph2swi3.(Ign \\6r, -rlbl\R[CkStondards\Bentley-2006\.orkspace\projects\rec-�7-stds-SD\lplot\colcomp.pen JN 14590-B 11-APR-MW 15,10 ................. ................. ... ......... ! ........ ........ ........ ........ 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INITIAL DATE PROJECT ENG. 4 /Z Slo 7 40 20 0 40 80 120 1-800-227-2600 APPROVALS UNDERDOGROUND SERVICE ALERT Call at lBast 2 working days prior to excavating. GRAPHIC SCALE 1` 40" NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINE R 5620 FRIARS ROAD BENCH MARK: I.P.060047 I.D. U36-U35 SAN DIEGO, CA 92110 WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT 619.291.0707 COUNTY OF RIVERSIDE S.A. 41-33 NOT COMMENCE UNTIL AN ENCROACHMENT �*&ESS/ APPROVED BY: (FAX)619.291.4165 RIV. CO. B.M. M- 14-63 IN THE TEE -14 ENGINEERING COMPANY rickengineering.com INTERSECTION OF NEWPORT RD. PERMIT AND/OR GRADING PERMIT HAS BEEN 0 A- 4, 1 L. # 11 San Diego Riverside Sacramento Orange Phoenix Tucson & LINDENBERGER RD. A - 1" IRON W.O. 11582 ISSUED. PIPE & TAG MARKED COUNTY IN TRACT NO. 30422-2 THE PRIVATE . ENGINEER SIGNING THESE PLANS IS No.45702 PREPARED UNDER THE DIRECTION OF: CAP WELL MON. SCHEDULE13" C. 0. rri SEWER, WATER & RECYCLED WATER RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 No.C27678 _rry 126 1984 ELEV.= 1425.301 COORD 23-D-46 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE 'ALAN D.FRENCH DATE: Exp.3/31/08 PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY CIVIL SHT. 140F39. APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS CIVI\� NVI ROGER LCE ALL R.C.E. 27678 Al .0 0 — SCALE: -7 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR OF C TE: "10 3-31-08 1'�-- 4 0' FAIRFIELD CIRCLE (4 APPROVAL BY THE COUNTY. 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JL %I JL EASTERN MUNICIPAL WATER DISTRICT V_ 0 I - . TM __ z . -- 0-- � C3 ,.J. .1 _-fM.f)L _40/0 4____� 4 To . . . U�__ . CAU CIVIL SI�FER OF SUBDIVISIONS DATE . � . n,v . k_�/ - . . BEFOIAJEJ I INITIAL DATE PLAN: WHETSTONE CIRCLE . YOU DIG! PROJECT ENG. Ir 18 4/Z$_A07 NOTE: FOR STORM DRAIN INFO 40 . 20 1 0 40 80 120 . 1-800-227-2600 . � . REFER TO "STORM DRAIN . I I . . . . UNDERGROUND SERVICE AURT - . . - Call at least 2 working days prior to excavating. I I I . GRAPHIC. SCALE 1` 40" . . . � . . . . NOTE: . . COUNTY; OF RIVERSIDE SEAL -ENGINEER . ; 5620 FRIARS ROAD . . I 1!� P, 11111!! SAN DIEGO, CA 921 1 0 WORK CONTAINED WITHIN THESE PLANS SHALL - I , . TRANSPORTATION DEPARTMENT I �,; I fiESS/q 619.291.0707 . NOT COMMENCE UNTIL elca i I )FESSI APPROVED BY: . . it, , (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE NOINEE MPANY rickenginsering.com INTERSECTION OF NEWPORT RD. DING PERMIT HAS BEEN - 142Z 0 FR, - 4 , L. GCO � , ', & - ISSUED. . , �yl 4q o I k� *W San Diego Riverside Sacramento Orange Phoenbc Tucson & LINDENBERGER RD. A 19RON 10 \? 0 . PIPE & TAG . . - li_ X �p .0� CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 45702 C.0 HE DIRECTION OF: 01 & M RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 a&n W W"Mr, V_ 40k*/ OrI1111,11000 7 UJI No.C27678 f" 1984 ELEV.= 1425.301 - or- -116 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE * ALAN D.FRENCH DATE: * Exp-3/31/08 * , �-A 9.166 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY _�x .00 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE 4 CIVI�l .10 CI IL % ci I - ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN . ENGINEER REVISIONS I IT ROGER LEE *LL R.C.E..27678 - ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR CA0 . M IL - �1+07 . 11 SCAL E: I DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB I DATE: OF DATE: 4&4_07 REGISTRATION EXPIRES 3-31-08 - H: 111=40, V: 1 "= 4' 1 Rt\d-14590\phose-2\sewer-woter\4590ph2swl5.dgn 1-1. 11.1101��C+AA... 7AAA1_^ .7 �+A� �ni�+ni - CENTERLINE DATA NO. - DELTA OR BRG. RADIUS LENGTH REMARKS (:!D- N7' 01 ' 49" E 335. 24' r,31% 'I-, �L I A = 5* 36' 57'1 1 300. OO-* 29. 40'_ 1 (:D INI-24'52"E I . 222.951 1 I . WATER DATA . . NO. DELTA OR BRG. RADIUS LENGTH REMARKS N70 01 ' 49" E � 350. 74' 0 ,A=5'366'57" 289.00' 28.331 3 N16 24'52"E 189.54.1 . N43*35'08"W 16.581 N1024'52"E I 1 . 03' . � SEWER DATA NO. . DELTA OR BRG. RADIUS . . LENGTH . . REMARKS N7* 01'49"E 350- 25-' N1* 24' 52"E 1 243.87.4 . � N I . N C-4 CIJ CO I.P.060047 COUNTY OF RIVERSIDE I.D. U36-U35 0 in . W_ 0 S.A. 41-33 �- 3i TRACT NO. 30422-2 W.O. 11582 ?T . . 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L .... . ..... ...... ........ ....... ...... .......... ................. ........ ........ ........ ........ ........ ...... ... ...... ... ........ . ........ ........ . ........ ................... ......... ; ................. .... ....... .... ......... ................. ... ........ ........ ........ ..... . . . ........ ......................... ... .. ....... ................. ....... ..... ................. ........ ...... ........ ........ ........ ....... ............. .2 :L-I: . .... ........ ........ .... 28116. L ....... ...... ........... ....... ........ ....... ....... ....... .. ....... ...... ........ . ... ........ ...... ... .... ..... . ........ d: ::::::,: :::::::: ::::*:::`,:::: ::" ..... I ....... . ... ........ I ................. ........ .... ................. ........ .. =T. ............... E ......... ........ ........ ................ ............ ...... . .... ... ......... ....... .... ... .... S �W.ER.71.�-' .......... ......... ....... ....... ........ . ............. ...... . 71- - ........ .......... ......... ....... , ............ .. ........ ... .............. . ....... ...... ...... ................ ........ ........ ..... ....... ......... ...... ................ ........ ........ ........ ......... ......... . ....... ....... ........ ........ ........ ... ...... ........ ..... ...... . ......... 1 ........ ........ ... ................. ...... ....... . ................ . . ........ ...... ... . ........ ................ ..... ........ ...... .. ...... ........ ................... ....... .... ...... ........ ........ ........ .......... ........ ....... ....... . ------- - -------- ................. ............. ....... ..... ......... . .. It .... . ... ..... ......... .... ....... ........ .......... .... ...... . ........ ----- ... ...... ....... ....... .... ........ I ....... ...... ......... . .... V Lm 1 1 ........ ........ ........ . ...... ........ ........ -- -------- - --- ............ ......... ........ I 1. ......... .............. ................. .... . .................. ........ ........ ........... I ..... . . ............. I ii:::: :::: , : .. ........ ....... ...... : ::: . ::::::; ........ ........ ........ . ..... -- , :::::::: ........ ........ . ....... ...... ......... I ........ ........ ... ........ ... ........ 11 ....... ................. .......... ....... . .. ...... ........ ........ ....... ....... HORIZ. V--40 . ....... ..................... 10 11 12 13 14 15 16 17 354 1431.6) C Mti 11v * ' L , An :f*T 7. IF , se saf S SHE U�0SM)GEF all FLb'U 1 -- 353 C1 -43-2.-0-) ^CUW orwasom f... ........ ....... ....... ........ ........ .... ........ ........ ...... ........ .. .. .... ...... ..... ...... ....... ........ .... ........ ........ ....... ...... ........ t ........ ........ ...... ....... 4 ........ ....... ........ ........ :::: ... ....... ........ .... ........ f11-1-111111 ............. ........ ........ ... ... ....... ........ ........ ......... ........ ........ . ....... 4 ....... .. ........ ........ ........ ........ ........ ..... ........ . ....... ........... ........ ........ ........ ........ . ......... ....... ........ ......... ....... .............. ..... ..... ........ ... . ...... ....... ....... 4 ........ ........ ........ ................. ....... ........ ........ ........ ...... ............. - - - ------- ... ........ ........ ........ ........ ........ ........ z ........ ...... I ........ ........ ........ ........ .. ........ .. .... ..... . ........ ........ ........ ........ .. ...... ........ .... ........ ........ ........ ....... ........ ........ ........ .... ... ........ ................. ........ >.. . ....... ........ ......... ;..:: . .... ........ . ...... ........ ........ ........ ......... $ ........ ....... ........ .. ... ........ ........ ........ ...... .... ........ ........ ........ ........ ........ ........ ......... ........ 4 ......... .... ...... ........ ........ ...... ... ................. ........ ........ ..... ........ ....... ....... 4 .... f, - - - -. : -.: t::::::: ..... ....... ........ .. ...... ..... ........ ......... .... ........ ........ ........ .. ........ ( ......... *� ... . ....... ......... ........ ........ ........ ........ ........ ........ : ........ ... . ................ ........ ....... ........ ---- ...... -------- -------- -------- ........ ........... ........ ... I .... .. ......... ....... ...... ........ ......... ........ ........ ........ ........ ...... ... ....... ..... .. .............. ..... ...... ....... -------- -------- ------- .... ........... ........ ........ ....... . ...... ........ ........ .... ........ ...... ....... ........ ........ . ..... ...... ........ .... ....... 4-- ....... ........ ....... ... ....... ...... ........ ........ ........ ....... ........ 1. ... ....... e ........ .......... ......... ... ........ ........ ........ .... . ....... ........ ........ ....... ......... .. ........ ..... .... ........ ......... .................. ...... - ...... --------- ---- ------- ..... -------- ........ ....... ...... ........ ....... ..... ...... ........ ........ ..... ................ ........ *1 ....... ......... ...... -------------- ... ................ ........ ..... . . . . . . ...... .......... A ........ ........ ..... ........ ......... ........ ....... ........ ................... ......... ......... ....... ...... . ........ ........ ...... ................ ....... ........ ......... . ........ ........ ................ ................. ................ ....... ....... ...... ................................... ........ ...... ........ ........ .... . ....... ................. ........ . .. ..... ......... ..... ........ ........ ........ ...... ........ ......... . ............ . ..... * .. .... ...... ............ ....... .... ....... ............... ........ ........ ........ ....... .... I .... ....... ...... +.1M.-.1-.'='_v`� ........ ........ ........ . t r:::7 ....... ........ L ....... 2L ....... 4 ........ ........ ........ ........ ....... ........ ................. ............ ...... ........ .... C.G. 61.PVC ........ ---------- ------- .... .. ... ..... * ...... .... ........ ....... ..... ...... ........ . .... ....... f ....... ..... ...... ...... ........ ........ . ....... ........ .. ..... ...... C-900, CL-150 17 ------- ........ . ..... ...... . - -------- - - . ..... ....... ........ ...... ........ ........ ........ . ................. ........ I ................ ..... . ........ ....... ........ ........ ------ .. . ....... ................. ........ ....... ........ i ---- .............. ........ Al .......... .................... ...... ........ ........ E �� ...... ....... ....... T: ...... . .. ....... 4 . ......... ........ .... ........ ........ 1� ....... . K ....... 2 ........ ......... ....... ....... 4 ............. ............ :7:747: ................ . . ........ ........ ....... .. .... ....... ....... ........ . ........ .. .... ....... 4 .... ....... ....... ................. :::T: ...... 242 (1432.9) + lose . ...... asess vem Ul ul 5 Z 3: 6 W_ Ul .. . ............ ism- 262 4 1432.8 C" Go A d Coco CO + �- CL I-_ (L 00 00 (D M F- ca T .... ........ .... ...... ...... ........ ........ ........ ........ ..... ..... ....... ....... ....... .................. .... .......... ..... . ....... ....... ....... ......... ........ ........ ...... ........... .......... ................ ....... ........ ........ ........ . ...... ....... . ....... .... .............. ........ ........ ........ 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CENTERLINE DATA NO. DELTA OR BRIG. RADIUS LENGTH REMARKS (Z) N89-13'51"W 81 . 61 A= 17- 05' 42" 600.00' 179. 02' N72-08'09"W 24.57' 15- 40' 04" 1774.00' 485. 11 N87-48'13"W 29. 69' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS N8'99 1,31 51 " W 92.611 A=17'05'42" 589. 00' 175.74' N72-08'09"W 24.57' A= 12' 14" 09" 1785. 00' 381.201 A= 3* 2555" 1785.00' 106.92" 1 N87- 48' 1311 W 29.691 1 SEWER DATA NO. DELTA On' BRG. RADIUS LENGTH REMARKS <�> A=22-49'0411 706. 00' 281.16/ 2 A=12*46'55" 1768.00' 394.42' N87022'52"W 118.711 WATER/SEWER/RECYCLED WATER APPROVED BY: I": W VIEL - 1_�� W + 0 0 DIG ALEPT +U-W C>= C, cr < EASTERN MUNICIPAL WATER DISTRICT 0= v)N 8" PVC C-900, CL-200 0 I %I JL Oro N N a 7M I I'S OF CL LO -1 X X C3 + L.L LL LL OA� - AA 000000 CjAU CI IL R -OF SUBDIVISIONS DATt BEFORE INITIAL DATE PLAN: HIDDEN MEADOW DRIVE YOU DIG! PROJECT ENG. NOTE: FOR STORM DRAIN INFO 40 20 0 ___40 80 1-800-227-2600 APPROVALS 'DA REFER TO "STORM DRAIN UNDERD(MWUND. SERVICE ALERT PLANS"FOR TR 30422-2 Call -at least 2 working days prior to excovatin.g. GRAPHIC SCALE 11' 40' NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: I.P.060047 1. D. U36-U35 SAN DIEGO, CA 92110 WORK CONTAINED WITHIN THESE PLANS SHALL f ESS/ TRANSPORTATION DEPARTMENT, 11AVESS/ 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT I&D APPROVED BY: (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN+ THE TEE S. A. 41 -33 ENGINEERING CO rickenginsering.com INTERSECTION OF NEWPORT RD. PERMIT AND/OR GRADING PERMIT HAS BEEN D. F)? W.O. 11582 San Diego Riverside Sacramento Orange Phoenix Tucson ot LINDENBERGER RD. A' 119RON ISSUED. TRACT NO. 30422-2 CAP WELL MON. SCHEDULE `Bft C. 0. PIPE & TAG MARKED COUNTY IN THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 45702 PREPARED UNDER THE DIR N OF: UJI m SEWER,WATER & RECYCLED WATER RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 No.C27678 rn 1984 ELEV.= 1425.301 COORD 23-D-46 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE ALAN D.FRENCH DATE: Exp.3/31/08 PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY _tx 6 �rl 1' SHT. 160F39 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ID, C1V1\1 \Iv. C VIL ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS q"-, ROGER LEE ()LL R.C.E. 27678 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR 4Q Op. CA10 N UF C k\.V1 DATE: 4*40_7 REGISTRATION EXPIRES 3-31-08 SCALE- - HIDDEN MEADOW DRIVE APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB IRECOMMENDED BY BUREAU VERITAS DATE: I I H: 111=40, V: 11�_41 D_ cli I C*4 IN N CO V tn O_ ro - C5 R 4590\phose-Z\sewer_water\4t)90pnZswlb.agn JN 145 ...... ........ .... ....... .... ... ............ ....... ...... ... ....... ..... ............... ............ . ..... ........ ........ ....... ........ ........ ....... ....... ........ ........ ....... ....... ........ . ..... .. .............. .. ........ 7". ......... ...... ... ..... . .. .. ....... ....... -------- . ........ ......... .. ....... ......... ........ ........ ........ .......... ......... ........ ................ .................. ........ ................ ... .. .. ...... .. ... ..... .... ........ ...... ........ ....... .. ..... ...... ........ ........ ........ ....... .. ....... ........ ....... ... ..... . ........ ........ ........ ... ..... z.4 ........ ... ....... 4 ................ ........ ......... 4 ........ ........ ........ ....... ............. .................... ...... ...... ......... . ........ ....... ........ ........ ........ 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M-14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN ENGINEERING COMPANY rickengineerinji.com INTERSECTION OF NEWPORT RD. el & LINDENBERGER RD. A I" IRON ISSUED. San Diego Riverside Sacramento Orange Phoenix Tucson PIPE & TAG MARKED COUNTY IN CAP WELL MON. &V No. 45 2 20 PREPARED UNDER THE DIRECTION OF: THE PRIVATE ENGINEER SIGNING THESE PLANS IS M No.C'27678 _rr2 1984 ELEV.= 1425.301 RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.12-31-08 11b DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE. ALAN D.FRENCH DATE: Exp.3/31/08 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY IVIL civl\� APPROVAL OR DURING CONSTRUCTION, THE PRIVATE )t f ER LEJLALL R.C.E. 27678 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS ROG fe aq Sol 7up ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR 41 CA0 (M k 6) - i islak 3-31-08 SCALE: -1 DATE: REGISTRATION EXPIRES 111-41 APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB RECOMMENDED BY BUREAU'VERITAS DATE: H: 1�-- 4 0' V:_ - CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS (:I) N87"48' I 3"W 140. 48' A= 88- 34'23" 53. 00" 81.93, NO-46'09"E 29. 35' (2D A= 19* 25'50" 300. 00' 101. 74' N20'11'59"E 133. 15' WATER DATA NO. lnt"% DELTA OR Briv. RADIUS LENGTH REMARKS N87-48'13"W 163.39, N44-13'511iw 25.521 NO' 466109"11 52. 72' A= 19' 25' 50" 289.001 98. 01 N20*1115911E 1 33. 15, N2404810111W 46.591 SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS N87-22"52"W 185.33' A= 36* 44' 09" 300. 00' 192.35' A= 250 22' 43" 300. 00, 132.88' COUNTY OF RIVERSIDE I.P.060047 I. D. U36-U35 S.A. 41-33 TRACT NO.30422-2 W.O. 11582 SCHEDULE "Bu C. 0. SEWER, WATER & RECYCLED WATER COORD 23-D-46 PLAN AND PROFILE SHT. 170F39 HIDDEN MEADOW DRIVE LIME ROCK CIRCLE q*7 � `>/_� D- 015 / C.4 C*j CO 1W Ln Cr. 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N/0 San Diego Riverside Sacramento oranp Phoenix TuCSLn & LINDENBERGER RD. A -19RON TRACT NO.30422-2 PIPE & TAG MARKED COUNTY IN N . 45702 PREPARED UNDER THE D N OF: CAP *WELL MON. SCHEDULE "Bu C. 0. THE PRIVATE ENGINEER SIGNING THESE PLANS IS wo 7 rn SEWER, WATER & RECYCLED WATER RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 S-a - No.C27678 1984 ELEV.= 1425.301 COORD 23-D-46 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE ALAN D.FRENCH DATE: Exp.3/31/08 PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 6P 1* 1 Q, SHT.' 180F39 APPROVAL OR DURING CONSTRUCTION. THE PRIVATE CI V 1\1 1\1VI UIVIL ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS J>, ROGER LEEJIALL R.C.E. 27678 1 1 1 �- ik-, SCALE: CARRIAGE HILL DRIVE (41 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR - CA, OF C DATE: 4#4007 REGISTRATION EXPIRES 3-31-08 APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB 1 11�_ 41 RECOMMENDED BY BUREAU VERITAS DATE: H: - 1 4 0' V _D_ 3 6 40.5a C N '4 CO V in Rs\0-14590\phase-2\sewor-wciter\4590ph2swIS.dgn R!Ck�told.rds\Bentley-2006\workspcce\projects\rec-v7-stds-50\lplot\calcornp.pen JN 14 ........... ........ ............. ........ . ....... ....... . ........ ................ ........ ........ ................. ............. 7 ....... ........ ................. ....... ............... ....... ......... 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T rh Tv COW00 + + + + DT WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALEjL JL EASTERN MUNICIPAL WATER DISTRICT 7M z C3 A.&I CALL CIVIJ(9�b][WER OrSUBDIVISIONS DAT`E BEFORE INITIAL DATE PLAN: CARRIAGE HILL DRIVE YOU DIG! .1-800-227-2600 APPROVALS PROJECT ENG. NOTE: FOR STORM DRAIN INFO 40 20 0 10 80 120 REFER TO "STORM DRAIN UNDERGROUND SERVICE AURT PLANS"FOR TR 30422-2 Call at least 2 working days prior to excavating. GRAPHIC SCALE Ill- 40'# NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD B ENCH MARK: SAN DIEGO, CA 92110 WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT 619.291,0707 NOT COMMENCE UNTIL AN ENCROACHMENT - APPROVED BY: (FAX)619.291.4165 RIV. CO. B.M. M- 14-63 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN Ilks) INEERING COMPANY rickeng[nearing.com INTERSECTION OF NEWPORT RD. 01 Son Diego F We r, �Id. Sacramento orange Phoenix Tucson & LINDENBERGER RD. A 1111RON ISSUED. ol PIPE & TAG MARKED COUNTY IN Ir CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS N . 45702 M PREPARED UNDER THE DIRECTION OF: RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 L&j F" CIA No.C2767 lab 1984 ELEV.= 1425.301 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE ALAN D.FRENCH DATE: Exp.3/311 8 A.24 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY l6r. APPROVAL OR DURING CONSTRUCTION, THE PRIVATE CIV1\, \It CIVIL 8 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS ROGER' LE-'qbALL R.C.E. 2767 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR I Ait 6.4.01 OF C k\.\i D A T E: 91 V SCALE: APPROVAL BY THE COUNTY. i DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB RECOMMENDED BY BUREAU VERITAS DATE: *7- REGISTRATION EXPIRES 3-31-08 H: 1"=40' V: 111=41 R,\d-14590\phose-2\sewer-woter\4590ph2swl9.dgn \\srv-rlo RlckStandards\Bentley-2006\workSpaCe\projects\rec-�7-stds-SD\Ipl0t\calcomp.pen CENTERLINE DATA NO. DELTA On"' BRG. RADIUS LENGTH- REMARKS (:I) NO-46'09"E 42.851 A= 4" 21 ' 42" 3500. 00' 266. 44' N5- 07' 51 207. 59' WATER DATA NO. DELTA 0101 BRG. RADIUS LENGTH NO-46'09"'E 42.851 A= 3- 05' 45" 3511 . 00' 189. 71 ' A= 1 * 15' 57" 3511 . 00' 77. 56' N5-07'51"E 196.651 SEWER DATA NO. DELTA OR BRG. . RADIUS LENGTH REMARK <1> & 2- 49' 11 " 5045. 00' 248. 29' 2 N50 07' 51 11E 1 274. 14` 1 N rz in I.P. 060047 COUNTY OF RIVERSIDE 1. D. U36-U35 0 CS S. A. 41-33 TRACT NO.30422-2 W. 0. 11582 C. 0. SCHEDULE '13" SEWER,WATER & RECYCLED WATER PLAN AND PROFILE CARRIAGE HILL DRIVE COORD 23-D-46 SHT.'19-OF39- P-3to 0 3 JN 14590-B � __ � ----- - ----- �� ___ � . . . . . . . . . . . . . �� ...... �� ------ � . .--.- . ..... � --- � __ -4 - - - .-I --- ----- ....... r,:.%:.�..: .... :4.: .... :"-7:..::::x:::::.::�:..:.:-..t:::_.::4 ................. ........ t� ....... . .. _ . , . 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B E F OK'D% J E , INITIAL DATE . . PLAN: STONYBROOK LANE YOU DIG! . . � PROJECT ENG. " . . 40 20 0 40 80 120 1-800-227-2600 A - ff ,I/ Z SAO 7 .. NOTE: FOR STORM DRAIN INFO 6iiiiiiii �� 1111111111 I . UNDERGROUND' SERVICE AURT . . � - Call at least 2 working days prior to excavating. GRAPHIC SCALE 11" 40' - . I . - NOTE: . COUNTY OF RIVERSIDE SEAL -ENGINEER 1 5620 FRIARS ROAD Ill Ill SAN DIEGO, CA 921 1 0 WORK CONTAINED WITHIN THESE PLANS SHALL I TRANSPORTATION DEPARTMENT I P � 619.291.0707 . . okcif-L551 � , , ESS/64, NOT COMMENCE UNTI APPROVED BY: N, . (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN. THE TEE DING PERMIT HAS BEEN - t ENGINEERING COMPANY rlckengineering.com INTERSECTION OF NEWPORT RD. . 0. P 11��P, L. a, & & LINDENBERGER RD. A ?IRON LP San Diego Riverside Sacramento Orange Phoenix - Tudson ISSUED. - - (I ;11 4 *_ , ;Z ;r W - PIPE & TAG MARKED COUNTY IN " ..- No.45702 ?n_ A6 40/X607 � HE DIRECTION OF: CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS 's C.0 M RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-0 __ "i No.C27678 _rri 1984 ELEV.= 1425.301 - cr_ -1b . DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE ALAN D.FRENCH DATE: * Exp.3/31/08 * A IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY - V 1p�A, CIVIL - .117 0 - . G CONSTRUCTION, THE PRIVATE p C V 1\1 0� 11 1�t �, ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN , ENGINEER - REVISIONS . 42:� 0" C4,-\f 00 & 6.447 ROGER LEE(FALL R.C.E. 27678 - . SCALE: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR I DESIGNED BY: C D A T E: 401W REGISTRATION EXPIRES 3-31-08 - 11�__401 111=41 CPE DRAWN BY: MRD/NZ CHECKED BY:RLB i REAU VERITAS DATE: I H: V: Ri\d-14590\phoSe-2\sawer-woter\4590ph2sw2O.dgn \\ llhl\111,k�+fl��Rif.. ;-nnr,\.wnrkAnnrA\1+�\1 �7 �fdS SD\1nlot\Ca1CM0 �an CENTERLINE DATA NO. f10 DELTA ul I BRG. RADIUS LENGTH REMARKS .. (D N85-42'12"E + . 76. 671 ri511% Q� , IA=28*17**47" 500. 00' 246. 93' 1 1 (D A=18'52'07" 500. 001 1 64. 66' rA_ -11, \11'� N84-52'09"W . I 151.68 I WATER DATA NO. min DELTA OR BRG.. RADIUS LENGTH REMARKS 0 N85-42'12"E 87.72' A= 28' 1 7' 47" 489.00, 241.50' (�) A=18-52'07" 51 1 . 00' 1 E68. 28' N84052'09"W - 140.91' 1 . SEWER DATA NO. 00 DELTA OR Lin G. RADIUS LENGTH REMARKS 1 A= 35' 181 1 1 " - _____ 562. 00' 346. 28' <�> A=15-55'466" . 494.00 1 . I . 137.-34 . I : I N I NN . N CO V in 0- I.P. 060047 1 . D. U36-1-135 . COUNTY OF RIVERSIDE . . a: q . S. A. 41-33 I— III: TRACT NO 30422-2 W. 0. 11582 t SCHEDU�E "B" C. 0. I SEWER, WATER & RECYCLED WATER . PLAN AND PROFILE . SHT-20OF39 .9 W7 U 9 I ' (a 05,y - D 17 � Q JN 14590-B 8" PVC C-900, CL-150 11'WOFCL n m N 292 I 293 0 �N LO 2-9 1 1443.9 1440.7 EZ w 294 z 290 g 144CS. 7 PR PR LO v 1437.7 v, 1448.E PR �2 � N PR 12 CQ 2 PR 289 1450.2 No 10+09.19 BC / 8"-45' HxH BEND, 8"x6" REDUCER PR 6"FH PER STD DWG B-362 1" AV/AR PER STD DWG B-598 PR 286 288 1447.8 1450.0 N PR 287 : 1448.9 0V) �N DIG ALERT I WATER/SEWER/RECYCLED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT 0 TM 0 CALL C I GINEER OF SUBDIVISIONS BEFORE YOU DIG! 1-800-227-2600 APPROVALS PROJECT ENG. UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPRENGINEVAL ER SOHALDLU BE RESPONSIBLE RING CONSTRUCTION, FORTHE PRIVATE DETERMINING AN ENGINEER ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: CPE DATE INITIAL DATE F.a 412S107 REVISIONS DRAWN BY: MRD/NZ CHECKED BY: RLB APPR. I DATE N LO I 0o 0 3 0 0 N v�Q_ = +U_ N 00 lfl 282 PR 1435.E 14+10.36 N u, M I co 0 0 N X w 2 U_ TpHY�EFT?0 WOK ' 8" WTR XING 8" SWR 8" SEWER BOT 8" WTR 1428.50 TOP 8" SWR 1424.72 6' E OF CL STONY BROOK SE ENE Sr7EE Z T - 1 ZQ PLAN: LORING PARK CIRCLE 40 20 0 40 80 120 GRAPHIC SCALE 1' 40' SEAL -COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT �OFEsslpti, APPROVED BY: Q� �ylot � No. 45702 Exp. 12-31-08 (vim ALAN D. FRENCH DATE: J> CI V I\. q�F of CA0F'7 ' 1,01 RECOMMENDED BY BUREAU VERITAS DATE: AL -ENGINEER �oQOFESS/p� - L. rn d No.C27678 I tr Exp.3/3I/08 xt CIVIL OF C 14+11.41 LORING PARK CIRCLE 13+33.36 STONYBROOK LANE 8" FLG'D TEE 8" FxH RSGV (S,E) 8" FxH ADAPTOR (W) \ 19+�1.bS LUKINV F'AKK L:IK�Lt= 13+43.52 STONYBROOK LANE 14+27.37 LORING PARK CIRC 13+49.25 STONYBROOK LANE OPEN CL MH NO.24 (SB-53) SPACE 380 5620 FRIARS ROAD BENCH MARK: • SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE ENGINEERING COMPANY rickengineering.com INTERSECTION OF NEWPORT RD. San Diego Riverside Sacramento Orange Phoenix Tucson & LINDENBERGER RD. A 1" IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. PREPARED UNDER THE DIRECTION OF: &a 1984 ELEV.= 1425.301 M01 ROGER LQ*F L e R.C.E.27678 SCALE: DATE: REGISTRATION EXPIRES 3-31-08 H: 1"-40, Vt CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS A= 50' 27' 39" 300. 00' 264. 21 ' 2D N18' 22' 50" E 157. 47' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS Q A= 48' 42' 23" 311 . 00' 264. 38' 2 N1 8' 22' 50"E 1 147. 20' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 A= 25 1 3 50 294. 00 129. 46 2 A= 25' 13" 50" 294. 00' 129. 46' 3 N18' 22' 50" E 163. 1 6' COUNTY OF RIVERSIDE TRACT NO. 30422-2 SCHEDULE 'Su SEWER, WATER & RECYCLED WATER PLAN AND PROFILE LORING PARK CIRCLE I.P.060047 1 , D. U 3 6 - U 3 5 S. A. 41 - 33 W.O. 11582 C . 0. COORD 23-D-46 SHT. 21 OF 39 R.\d_14590\phase_2\sewer_water\4590ph2sw21.dgn J 45 -B Sr, _riot\RlckStandards\Bentley_2006\workspace\pro Jects\reo_v7_stds_SC\iplor+.calcor.pen ................. ..... .............. ....... . ..... ........ . .. ........ . ....... . ..... ............ .......... .......... ............... ................ ............... ............... ...... ............... ...... ............... ................ ............... ........ . ..... .......... 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J.- 00- W. r__ + + = + Cj 0 0 0 WATER/SEWER/RECYCLED WATER APPROVED BY: C) 00 M DIG ALERUP EASTERN MUNICIPAL WATER DISTRICT TM C3 41U CALL CIVrL NGINEER OF SUBDIVISIONS bA Tf&j BEFORE PLAN: PARKRIDGE LANE YOU DIG! INITIAL DATE PROJECT ENG. 41Z 5-/07 NOTE: FOR STORM DRAIN INFO 40 20 0 40 80 120 1-800-227-2600 APPROVALS REFER TO "STORM DRAIN I -_ I - I UNDERGROUND SERVICE ALERT PLANS"FOR TR 30422-2 - 40' Call at least 2 working days prior to exedvating. GRAPHIC SCALE 11L NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: I.P. 060047 1. D. U36-05 SAN DIEGO, CA 92110 WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: (FAX)619.291.4165 RIV.CO.B.M.M-14-63 IN THE TEE S.A. 41-33 PERMIT AND/OR GRADING PERMIT HAS BEEN COMPANY rickengineering.com INTERSECTION OF NEWPORT RD. ISSUED. Riverside Sacramento Oranp Phoenix Tucson & LINDENBERGIER RD. A 19RON W. 0. 11582 PIPE & TAG MARKED COUNTY IN TRACT NO. 30422-2 CAP WELL MON. SCHEDULE 13" C.O. THE PRIVATE ENGINEER SIGNING THESE PLANS IS N . 4 702 PREPARED UNDER THE DIRECTION OF: CM RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 5, LAJ No C27676 fn 1984 ELEV.= 1425.301 SEWER,WATER & RECYCLED WATER COORD 23-D-46 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE DO Zb PLAN AND PROFILE IN THE -EVENT OF DISCREPANCIES ARISING AFTER COUNTY AT -AN D. FRENCH DATE: Exp.�/311/08 SHT OF39 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE LP, -22 CIVI\1 CIVIL ROGER LEEfbALL R.C.E. 27678 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENG-INEER REVISIONS IV SCALE: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR OF Cmo� ci .4 - 71 OF C DATE: REGISTRATION EXPIRES 3-31-08 PARKRIDGE LANE APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB ___ J RECOMMENDED BY BUREAU VERITAS DATE: &V H: 1 1�__ 4 01 V 111=41 D 6.5 (0 C14 I C14 C,4 CIJ Co V Ln 0- cr_ u Ri\d-14590\phose-2\sewer-water\4590ph2sw22.dgn dN 1145510-8 \\sr�-rlbl\RlckStandords\Bentley-2006\workspace\projects\rec-v7-stds-SD\Iplot\colcomp.pen .. ....... . .. ........ .... .. ........ . ... . ........ ...... ------ --- ................ ------ ........ .. . .. . .... - .......... .......... ..... ........ ............ : . . ... ......... :: .... � :::::,: .... :..: : *::: ::,:: ........ ..... :::�i: ... .. ..... .:... :: ..... . ..... ....... ........ ........ .. .. ....... .. ....... ... ........ ....... --------------- .............. .... ... ... .... .......... ------ ....... ........ . ........ ........ ........ ........ ...... ...... . -------- ---- ....... -::*, ..... ** ...... ....... ...... .... ....... ........ ... .... ......... ........ ........ ....... j.'.. w. * . ....... . ........ ..... ... ........ .... ........ ...... ........ ....... z ......... ....... ........ ........ ....... .................. . ........ ......... ....... ... ....... ....... . ........ ........ .... .. . ..... .......... ............ ....... ........ ............... ......... .... ........... . ..... .......... . ........ ........ ..... . . ...... * ---- : ....... ........ .... ........ ....... ...... ......... 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DATE BY MARK IN+THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. i DESIGNED BY: CPE RiN,d-14590\phose-2\sewer-woter\4590ph2sw23.dgn \\sr�::rlbl\RlckStondords\Bentley-2006\workspoce\pro)ects\rec-v7-st(Js-SD\Iplot\ccicc)mp.pen INITIAL DATE /0 7 NOTEc FOR STORM DRAIN INFO REFER TO "STORM DRAIN PLANS"FOR TR 30422-2 REVISIONS DRAWN BY: MRD/NZ CHECKED BY:RLB 23 -------- -------- ------ * ...... * ...... ------- - . ........ ..... .... ........ . ........ ........ ........ ........ ........ ........ .. ........ ........ ........ -------- -------- . ........ ... ........ ........ ........ ....... . .... ........ ...... ........ . ...... ........ ... ........ ...... .......... ........ ........ ... ........ ........ ........ k ....... ....... ......... 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ERi - -------- -------- ........ ... ------ ....... .. .... ....... ...... ...... . ........ ...... ........... ....... . ........ ...... ...... ........ ...... .......................... ..... .............. ....... ....... :: ............. ........ ....... ... .......... .... ........ . ........ . ... ........ .... ....... ... .. ....... ........ . ... .... ....... ........ ....... ........ . ...... ....... .... ... ..... ....... ......... .. .... ....... ------- ...... .... t ........ ..... .... ......... ........ ....... ....... : :::::: ..::: : ... ::Z .... .... : ........ ..... :: ::: 11 ..... m_.[ .... ::::, .... ...... i ...... d, 1W) I* + CM CV) Cy LU LU :3 CO LU LU cf) -D9 C-4> 04 PLAN: PARKRI.DGE LANE 40 20 0 40 80 120 GRAPHIC SCALE 1'" 40' SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD SAN DIEGO, CA 92110 BENCH MARK: -ES5j TRANSPORTATION DEPARTMENT 619.291.0707 APPROVED BY: (FAX)619.291.416S RIV. CO. S.M. M-114-63 IN THE TEE 10 ENoiNEERD rickenginsering.com INTERSECTION OF NEWPORT RD. el 0 & LINDENBERGER RD. A -19RON Son Diego Riverside Sacramento Orange Phoenk Tucson PIPE & TAG MARKED COUNTY IN Ad., CAP WELL MON. No. 45702 A PREPARED UNDER THE DIRECTION OF: rn I- UJI Exp. 12-31-08 7 No.C27678 1984 ELEV.= 1425.301 04 APPR. DATE ALAN D.FRENCH DATE: *W Exp.3/31/08 &�x civii- CIV1\_ OF CAof 0:11 + C ROGER LDBALL R.C.E. 27678 SCALE: RECOMMENDED BY BUREA� VERITAS DATE: OF C DATE: REGISTRATION EXPIRES 3-31-08 H:- 1�-40' V: 1 "= 4' CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS (�D A=1'30'50" 1000.00, 26. 42' A= 9' 33' 25" 1909. 00-' 318. 42' (�D A= 25* 26-43" 600. 00-* 266. 46' �A A=15'53'37" 500. 00' 138.70' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS A=1'3050" 1011 - 00" 26. 71 A= 9* 20' 43" 1898. 00' 309.58, A= 25* 38' 10" 600.00, 268. 46' A= 15* 52'22" 512. 00' 141. 84' SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH & 10' 06' 25" 1915. 00' 337. 80' -REMARKS A= 22- 28' 4211 606.00' 237. 751 A= 7' 50' 14" 494.00' 67. 57' A= 7* 57' 44" 500.00' 69.481 COUNTY OF RIVERSIDE TRACT NO. 30422-2 SCHEDULE '13" SEWER, WATER & RECYCLED WATER PLAN AND PROFILE PARKRIDGE LANE C14 1 C14 N 0 Ln rn I.P. 060047* 1 D. U 3 6 - U 3 5 0 S.A. 41-33 W.O. 11582 C. 0. COORD 23-D-46 SHT. OF39. UU D - Y4 0.5 7 JN 14590-B ........ ... .*"*.,* ... .. ..... ........ ........ ........ ........ ......... ................. ................... ....... ....... .... ::*�� , Z. . . . . ................. ........ .......... 4" ... .. .... ....... ::*, *::::,.,.. .*.1.:. 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'4 ........... . ......... ....... ....... .......... . ..... .......... ................. ....... ........ ........ ........ ........ ....... ........ ....... ........ ....... ........ ........ ........ ... :::4 L ................. Z. 4 2L. ... ....... ...... ................. ............ ....... :: ........... ........ ..... ....... ..... ........ ........ z 2- 1*111, ..... ..... - - ....... - ........ ..r ... ................. ....... ........ ........ ........ ....... ................ . .... =40 1tF:: :'A -::: 1QT_ ... : ....... . .............. . .. ........ HORIZ. I 23 24 25 26 27 28 8-1 PVC C-900, CL-150 WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALERT EASTERN MUNICI . PAL WATER, DISTRIC - C3 CALL CVIL)ENdINEER OF SUBDIVIS NS bATE BEFORE INITIAL DATE YOU DIG! PROJECT ENG. 1-800-227-2600 APPROVALS UNDERGROUND SERVICE AURT Call at loast 2 working days prior to excavatIng. NOTEG- WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK AN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY RECYCLED WATER 27+48.00-20' LT z 00 20'N.OF CL 8"HxH459BEND (R WTR) _j I z cr cm B-1 PVC C-900, CL-200 w Z in a- _j 0 _j r.: Ln 0 RECYCLED WATER TRACT BOUNDARY zX0 tn NZ wwzcrwN 0 rnN-jz LO z Nw < 20'N OF CL LJ\ K J-1-- 2 Z N 0) 0 3: f'i C� w _3 Ln 0 = z 0 1 - FUTURE. 00V I cr 0 = LN I V) Id F- -W �Ie CO -W'W -JO XOZMX -�_wn LAKE EDGE I I I cr V) Cr1_ CL z < 12 SEE ELEV. 1422.00 SOUTHSHORE VCP SEWER z Cr<000cr X= :�e < -3:: P a- -J z v) 1.- 00 VARIES N OF C tn 1% 0 w N< PER 13GR 041312 In W_ SHEET 11 -Jwcr of tn D IVE (PUBLIC) 5< 1`0 .- V) Ia- a- 0 w + + z EE SHE -ET 36 ozo= ALSTON LN cou-= �-M,,o 0 OW V03:_comn nw a- 0 Cr f.D 0 V) D Lr) tn _,wC)w00 Co 0<0<qo_ F-CL + -+= -a rnmi- Lo L) 4,�, w %)*Ppwlomw PROJECT BOUNDARY F + 4- + 06J001wot.000 womm V>V0 CLIII ilia - (TRACT 30422) + + +0+<+C0 uIll 111lu O-JLOZLn- tn 5 0" SD XING 8" REC WTR 9 0�111 Ilia TR 30422-3 i FUTURE CULVERT N-UN C4:;--C-jw OT 30" SD 1423.23 (1432. PER TRACT 30422-3 OP 811 REC WTR 1420.85 V rn 27+72.03-4.031 RT 156 : " -.11-1 :i� I 0 8"HxH 450BEND (R WTR) CV 27+83.12 PARKRIDGE LN 4 a. -21+76.04 SOUTHSHORE DR .. ... ............ ............. 8" WTR XING 8" REC WTR + . .. . ... . ... . ..... . ..... . .... ...... .... ....... .......... BOT 8" WTR 1425.24 CV - ------ ------ 36"RCP CD P REC WTR 1420.50 3011 RC= TOP 8 41 .ari* 4j 25 27+97.98 CIL PARKRIDGE LANE= 7 21+ 2i6 Im I 9.55 CIL SOUTHSHORE DRIVE ............. 2 +13.13 PARKRIDGE LANE U . ............ 21+75.00 SOLITHSHORE DRIVE i Nz ---------------- N 2 . . .... ......... 4 18" RCP N? . ...... 8" FLG'D TEE (REC WTR) 6 .......... .... ca 0 . .... ............ . ..... I ......... . ..... . . ... ... . ............... ............... ... .............. 8" FxH RSGV (W) ........... .... ...... Al ................. ........ . 8" FxH ADAPTOR (S) ... . ........ .... ....... ...... . ......... .. .... ........... .. ..... ............................ ... 27+92.13 PARKRIDGE LN k., cl-- 1 21+75.73 SOLITHSHORE DR 63 62 _j Z z 61 _j M w (n w 48" SO XING 8" REC WTR Uj 0 C14 I 2.9 1432.6 N BOT 48" SO 1421.77 OPEN C4 C5 W ILD 00 (11432,2�0z R: < fr rn 04 Lq SPACE >< 0 U to 60 TOP 8" REC WTR 1420.48 z N r�: 00 M Iw IT a) im 0 w 27+83.67 PARKRIDGE LANE _j X V) 388 8" PVC C-900, CL < _j + 0 0 W N a- z I 1 4 + m , z w z < 00 1w In cr =3 21+60.06 SOUTHSHORE DRIVE 1 VS OF CL 0 CL NJ 0 z I— U w'W Ni.- 6 3: Qf _j 0 _j - _j + N CID U.) to 00 V M 0 71 SOUTHS E8" FLG'D TEE (WTR) 3: L) V cr '! I uizxwocrz N i- (DOU _j 8" FxH RSGV (N,W) 0�eo w r Ca A: 0 (1436.8) N 0-4-V . - 0 f_: (f) C14 Go F- DRIV 8" FxH ADAPTOR (S) 0 3: 6 (:) of F- N r1_ 0 V� it gow v C%j < tn w + CL Ez > CL w Cox- ix Nix V) C� �,e N a- _j LJ o6 d 8" PVC C-900, CL-1501 V 0 p 0 in C-) (:) - (PUBLIC) 0- IT 0 10 NNCOI�- ZV)W -OLD= 1q IX 'T I < �- of + �-00, 0 V) + + MIS OF CL T<= Q:N(nr000 Ow < V) X N rn L� (L IT concr V C) I SEE SHEET 36 N C� 1= C-i = + I-_ O_ N 0-<-jg000E-Aq6= r__ V) V 00 r-- w 0 0 w 31:wC0_jX 0 N re) M F- + LL_ Go rn = + 00 LL_ LL_ + = F-CL Go r- r'; Lq C-) I cov + - P-"00 NILD to CD V) cZj a) Bo co NI1W CO F- q +Cn= �-CL 18" PVC C-900, CL-200 1w + C000 8" PVC C-900, CL-150 N 0) 1 IM i-- I MIS OF CL 20'S OF CL PLAN: PARKRIDGE LANE 40 20 0 40 80 120 NOTE: FOR STORM DRAIN INFO REFER TO "STORM DRAIN PLANS"FOR TR 30422-2 GRAPHIC SCALE 11" 401 APPROVAL VIN UUMINU WNZ11MUU11M. lnL rnIVAIr ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIAPS ROAD BENCH MARK: SAN DIEGO, CA 92110 TRANSPORTATION DEPARTMENT ESS/v 619.291,0707 ,# -14-63 IN THE TEE APPROVED BY: (FAX)619.291.4165 RIV. CO. B.M. M 110 RUMNNG rickenginsering.com INTERSECTION OF NEWPORT RD. L. & LINDENBERGER RD. A 19RON San Diego Riverside Sacramento orange Phoenix Tucson PIPE & TAG MARKED COUNTY IN CAP WELL MON. No. 45702 PREPARED UNDER THE DIRECTION OF: M 67 611J Exp. 12-31-08 ba No.C27678 1984 ELEV.= 1425.301 APPR. DATE ALAN D.FRENCH DATE: Exp.3/31/08 pjvl\� k\,t CIVIL OF s0l ROG BALL R.C.E. 27678 SCALE - CHECKED BY:RLB RECOMMENDED BY BUREAU VERITAS DATE: C DATE: 102v_ REGISTRATION EXPIRES 3-31-08 H: 1'�-- 4 0' V.- 111=41 .... L_ CENTERLINE DATA NO. 00 DELTA OR .5nG. RADIUS LENGTH REMARKS & 11 - 24' 52" 500. O0'_ 9.9.61, N 8 7 - 16 ' 4 9." W 345. 70' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH t,= 10' 38' 53" 511 . 00' 94. 97' -REMARKS A= 3- 59' 5811 293. 00' 20. 45` A= 4- 10'49" 293. 00' 21. 38' N78'20'04"W 13.28' A= 8' 56' 45" 283.00" 44.191 N87*16'49"W 242. 12' RECYCLED WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS N8701 64911W 276.30' SEWER DATA NO. Min OR BFG. RADIUS LENGTH REMARKS --DELTA COUNTY OF RIVERSIDE TRACT NO. 30422-2 SCHEDULE '13" SEWER, WATER & RECYCLED WATER PLAN AND PROFILE PARKRIDGE LANE 060047 1. D. U36-1.135 S.A. 41-33 W.O. 11582 C. 0. COORD 23-D-46 SHT,-240F' 39 40 i - D - � ? oO' 0 f T N C-4 N CO 1w In 0- 12: d �- 3i CM N Q Ri\(J-14590\phase-2\sewer-woter\4590ph2sw24.dgn \\sr�-rlbl\RlckStandards\Bentley-2006\workspace\projects\rec-v7-stds-SD\Iplot\co[COmP.pon JN 14590-B 1;1-&PR-7nn7 15,21 .. ....... ..... .......... ........ ; - - ------ ------- - ----- ............. ........ ....... 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Ui in Cr o) �0 ;1I I_- LU 0 V)orq, X C'4 W - COV. 6'E OF CL 0 Z xgv)wrizx LU SEE S :3 N _j Cr = N N EET' 24 =�eaovv OCL F- 2 Z X Z in PARKRI .4. L-LJ < 0 00 C14 X - DGEIN In _j 00 L) _j CL Z F- 3: q Lq - CD x 3C V) to C3 00 C14 r- 0 in 0000 + + CL = 00 uj 00 F- 00 OD (P ro 0 CO F- P_ P-.3: 04 + + F- (L N = 00 N (30 CO 1-- WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALERT EASTERN MUNICIPAL WATER DISTRICT 7M C3 I ix OA.-I"k g 41.2o 11 CALL CIVI( [NGINftR OF SUBDIVISIONS DATE GLENHURST CIRCLE BEFORE INITIAL DATE PLANE YOU DIG! PROJECT ENG. NOTE: FOR STORM DRAIN INFO 40 20 0 40 80____ 120 1-800-227-2600 APPROVALS REFER TO "STORM DRAIN UNDERGROUND SERVICE ALERT PLANS"FOR TR 30422-2 GRAPHIC SCALE Ili- 401 Call at l8ast 2 working days prior to excavating. NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: SAN DIEGO, CA 92110 WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT ESS/v* 619.291.0707 NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: (FAX)619.291.4165 RIV. CO.. B.M. M- 14-63 IN THE TEE ENGINEERING COMPANY rickenglneering.com INTERSECTION OF NEWPORT RD. PERMIT AND/OR GRADING PERMIT HAS BEEN & LINDENBERGER RD. A 111IRON ISSUED. San Disgo Riverside Sacramento Oranse Phoenix Tucson PIPE & TAG MARKED COUNTY IN No.45702 go PREPARED UNDER THE DIRECTION OF: CAP WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS C& rn RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 s"Ir a 6) U_j No.C217678 1984 ELEV.= 1425.301 - W_ Za DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE ALAN D.FRENCH DATE: Exp.3/31/08 IN THE -EVENT OF DISCREPANCIES ARISING AFTER -COUNTY _tx &P CIVIL APPROVAL OR DURING CONSTRUCTION, THE PRIVATE %J>� CIVI\, NV. ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS ROGER LE BALL R.C.E. 27678 ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE OF CA60f C DATE: Amo- REGISTRATION EXPIRES 3-3 1-08 'CALE: APPROVAL BY THE COUNTY. DRAWN BY: MRD/NZ CHECKED BY:RLB RECOMMENDED BY BUREALI-VERITAS DATE: H: r=40, V: 1 1�__ 41 Ri\d-14590\phase-2\sewer-wotar\4590ph2sw25.dgn \\srv-rlbl\RlckStendards\Bentley-2006\w(>rkspace\projects\rec-v7-stds-SD\Iplot\colcomp.pen CENTERLINE DATA NO. DELTA -LOAD BRG. RADIUS REMARKS (�D N5' 5 1 ' 01 " E --LENGTH 84. 70' r'3-" A = 17 - 0 2 ' 10 300. 00' 89.20 1 N22- 53 ' 11 " E 1 52. 88' 1 WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 0 N5* 51 ` 01 "E A 4 70' 2 A= 17* 02' 10" 311.00, 92. 47' N22�53'11"E 42.00. SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS N50 51 1 01 " E 84.701 A= 16* 44' 47" 1 500. 00' 1 146.14 JI N I C*j N 04 CO 1W in COUNTY OF RIVERSIDE -I.P.060047 1. D. U36-U35 0- S.A. 41-33 TRACT NO. 30422-2 W.O. 11582 C. 0. 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REMARKS 0 N36-58'53"E . 51.95' 0 N81-58'53"E 107.96' 0__ A= 1 3" 34' 51 " ' 669. 58. 5 ' 0 -0- - N84-26`1711W 96. 1 4' N39*08'59"W 34.84' N50 51 ' 01 " E I 1 91 . 41 ' . SEWER DATA NO. 0/1% DELTA OR Bhu. RADIUS LENGTH REMARKS A=32*52'03" 6652. 001 374.021 N50 51 ' 01 " E 90.80, :== . ME . N + N = . � W . NICIPAL WATER DISTRICT . � � TM I . . . . C3 _\06jlik A-_11(/t(& +I,z&Lvl � PLAN: GLENHURST CIRCLE . . I . .1 . . CAU C11 !�GIAEER OF SUBDIVISIONS ____ - ,- . DATt - 40 20 0 40 80 120 1 . . . BEFORE INITIAL DATE . iiiiiiiiiiiiiiiiiiiiiillillillilli��ll��ll��ll�llillillllllllllillllliiiiiiiTTS�-�ilililllliiaTT!!!!� 1111111111111111111111111111111111 . . . . YOU DIG! . 1-800-227-2600 PROJECT ENG. Ir-0 4 /Z S-Ao ? GRAPHIC SCALE Ili- 401 � . . I . . UNDERGROUND SERVICE ALE * RT I I . . . Call at loast 2 working days prior to - excavating. I I I . . . NOTE: COUNTY OF RIVERSIDE SEAL -ENGINE R 20 FRMS ROAD . . . 5 N DIE , 92110 . I.P.060047 I..D. U36-U35 .. WORK CONTAINED WITHIN THESE PLANS SHALL qjk(f ESSI TRANSP,ORTATION DEPAFITMENT . Va .. 619,291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTIL APPROVED BY: I tb,' ,& . (FAX)619.291.4165 RIV. CO. B.M. M- 14-63 IN THE TEE . S.A. 41-33 1 - _% ENGINEUERMING OMPANY rickengineering.com INTERSECTION OF NEWPORT RD. DING PERMIT HAS BEEN . D. F,q ,% .% L. N el . -_ & LINDENBERGER RD. A VIRON W. 0. 11582 , V, - 494 *_ S.. M.So 1111111111111111111111 mverside Sacnimento Oranp Phoenix Tucson ISSUED. 03� � , TRACT NO. 30422-2 0 ;( V . V �p (- �- PIPE & TAG MARKED COUNTY IN . . I I " CAP WELL MON. C.O. THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 45702 11111� .5 ./,7,. o 7 C.0 HE DIRECTION OF: RESPONSIBLE FOR ASSURING THE ACCURACY OF I Exp. 12731-08 1 J%,001-4j W_ No.C2'7678 I ;; 1984 ELEV.= 1425.301 SEWER,WATER & RECYCLED WATER 04 MID . . DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE I BY 'I MARK APPR. DATE * ALAN D.FRENCH DATE: * Exp 3/31/08 * . PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY - _�x , qmt" SHT- 26OF39 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE %J> CI V 1\1 CIVIL I . , W ., ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER I REVISIONS I .1 Af.67 llfrr ROGER LEE PLL R.C.E. 27678 SCALE: GLENHURST CIRCLE - ION AND REVISING THE PLANS FOR CALO /% !9- Or f. 0 %3 DATE: ,4*7 REGISTRATION EXPIRES 3-31-08 - 111=40, V: 1 1�__ 41 - -2'1 A 14 * DESIGNED BY: CPE DRAWN BY: MRD/NZ - .CHECKED BY:RLB - - AS DATE: - H: . D- 601- R& N 0- I 4590\phose -2'\ sewer _wcter\45%j0pnZswZb. <3gn \\srv-r I b I \R I ckStandards\Bent I ey-2006\workspoce\proj ects\rec_v7_stds_50\ i p I ot\co I comp. pen JN 14590-B 12-APR-2007 15!23 . . . . . 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DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ LLJ -j -j L'i 0 Ld Cn rn 0 w r- U-) 0 3: > Z Z-vjdto 0 eX- -j -j LLI n in d- z -.1 > 001 LLI Z , DO 0 w V) - w X 3M V) (.0 z le 2 0 mX0000 00 F- -1 -j uj Od. 0 C.D + ,lee S ON= . �- r1- 0 AjqK,,,,, *r,22 + k. i- a. 00 v- 00 CO Zo he 0 Cr 0 �4 4COM z tD 06 = !,* " 111v 8" SEWER 6` E OF CL 1 15 (1438.0) (1438.6) j PAC); L.)vze S LN aft Am. "Ce-ya 22 1 21 (1438.1 122 (1438.5) .. .......... . .......... .. ............... 108. 107 (1438.6) ko rn V7 0 I ca Uj > 12- UJ 0 < 81, PVC C-900, CL- i�- �- V) 0 e-% 1 VW OF CL -j X X Ll- U- U- = = = 00 Go Go Nw A &'SEWER_ VARIES N OF CL FROM 12+25.16 TO 13+50.00 Co r- Ui ro 0 z 1 23 01 ' (1443.2) ODS in PR 106 (1439.1) 105 Z w z v w 00 M ra X 0) X 0 CO in C4 zn A C� ?Y. A0 Ie PR 1 03 B Cj� 4 5.2 13+15.31 8 R 104 1442.91) V. PVC C-900, CL-1 50 1 I'S OF CL U') NJ= + = I N BD 0 N CO 1w + PLAN: OAK KNOLL DRIVE 40 20 0 40 80 120 GRAPHIC SCALE 1`-- 40'. SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER .5620 FRIARS ROAD BENCH MARK; SAN DIEGO, CA 92110 619.291.0707 TRANSPORTATION DEPARTMENT Of ESS/a APPROVED BY: (FAX)619.291,4165 kIV. CO. B.M. M-14-163 IN THE TEE La ENGINEERING OMPANY rlckenginsering.com INTERSECTION OF NEWPORT RD. <1 & LINDENBERGER REY. A 1" IRON N001 San Diego Ittiverside Sacramento Orange Phoenix Tucson PIPE & TAG MARKED COUNTY IN CAP WELL MON. No.45702 PREPARED UNDER THE D TION OF: -is Sapisoz 7 No.C27678 Exp. 12-31-08 Ifti 1984 ELEV.= 1425.301 APPR. DATE ALAN D.FRENCH DATE: Exp.3/31/08 tr 4 CIVIL ROGER LEE LL R.C.E. 27678 CXj f. 01 SCALE: L-\f nr CHECKED BY:RLB -- IRECOMMENDED BY BUREAU VERITAS DATE: OF C DATE: 01AW REGISTRATION EXPIRES 3-31-08 H: 111=40, V: CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS (�ID N1 - 39' 12" E 225. 16' 2 A=70*51'44" 53.00' 1 65. 55' 1 (M A= 7- 49' 40" 434.00' 1 59. 29' 1 WATER DATA NO. DELTA OR BRG. - RADIUS LENGTH REMARKS N11-39'121111 237. 65' N20'50'4811W 24.16" la -�a- N65- 57'4011W 60.771 A= 4* 34' 49" 423. 00' 33.811f SEWER DATA NO. DELTA OR BRG. RADIUS. LENGTH REMARKS N1 0 39' 1 2"E 265. 91 ' A=10'38"25" 500.001 92.85' COUNTY OF RIVERSIDE I.P.060047 I. D. U36-1.135 S.A. 41-33 TRACT NO. 30422-2 W.C. 11582 'SCHEDULE 'S" C. 0. SEWER,WA TER & RECYCLED WATER COORD 23-D-46 PLAN AND PROFILE SHT-270F39 OAK KNOLL DRIVE -%rl D - J1 16 40 6 N CM N 00 Rt\d-14590xphose-2\sewer-wator\4590ph2sw27.dgn JN 14rqn-R \\srv-rlbl\RlckStandords\Bentley-2006\workspace\projects\rec-v7-stds-50\lplot\calcomp.pen 12-&PR-2n()7 15.23 -i ...... ....... . ........ ... � .... . ....... ....... ----- -- - ------ . ........ ....... ........ ........ ... ...... ........ ....... 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I ............. iiW:ikiw, :::.it ...... ......... ....... ...... ........ ........ ........ ........ .................. L ....... il� .. .. ................ ...... ... ...... ....... ....... ......... 11%f4ftl ... -AAK*ffff ...... .... ........... ................. ........ ........ ........ ................ ........ ..... ........ .. ... .............. :. , .... , 1: ......... 71 ... ................ ---- ... ........ . ....... 1 ........ ........ ........ ........ ....... . -------- ....... . ...... ------- ........ ........ ................... ........ ....... ......... ...... ------ ....... . ....... ....... ...... ..... ........ ........ ........ ....... ....... ......... =40' .............. ...... F ....... . - - -- - -- -- ------------- -- ...... ....... ........ ........ ........ ........ ........ .... ... ... ........ ................. .................. ...... ..... ....... ........ ........ `� ........ :17 ....... .. ......... ........ .................. ........ ....... ..... .... ........ ........ ........ I ........ I . ........ . .... ...... ....... ........... ........ ---- ...... ....... ........ ....... ....... ....... ....... ........ ........... ....... 14 15 16 17 18 19 WATER/SEWER/RECYCLED WATER APPROVED BY: DIG ALERT EASTERN MUNICIPAL WATER DISTRICT Im .41 01. CALL CIVIL, E�Gf�EE11! OF SUBMIVISIONS DATE BEFORAJEJ INITIAL DATE YOU DIG! 1-800-1227-2600 APPROVALS PROJECT ENG. UNDERGROUND SERVICE ALERT Call (it least 2 working -days prior to excavating. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY:. CPE DRAWN BY: MRD/NZ 124 125 Cj C-1445.1) 1446.3) P.- U1111 + .. ....... . ....... ...................... .. . ... . .... ............ U1 ........ -2 U1 7-7. U1 Ul............... .................. .... .... . ............ 103 102 1 (1445.2) (_1 -44-�, �6 IT, C-900 CL-1 50 WTR 1 VS OF CL Uj NT CL r. 8" SEWER Lf I VARIES N OF CL a FROM 13+50.00 TO MH 36 C 126 127 qv 1447.2) cr Vi U. Lo + (�D - 101 (1447.2 8" SEWER SEE SHEET 29 VARIES N OF CL MATCHLINE 19 +00.00 FROM MH 35 SWEETBRIAR LANE TO 18+58.21 128 (1447.0) -Z CO 129 00(r, C4 2 W 1446.1) - �zl W -r- -j " 16 100 Z.... .......... . ....... . ..... . ............. .... . ..... . . ..... . . 0 99 00 (1446.4) 98 co + L01 (1445.0 0 - 6 130 PIR Ln C1 A 3 8.8� 118+411.06 (8.971 LT) SWEETBRIAR LN 811-22.5 HxH BEND 8" SEWER JI. 6'E OF CL .. . .... . .. ............. .... ...... .... . ....... . ..... to. 2 95 (1439.6) ........ 18+26.29 (18.60' R . ............. CL MH NO. 34 (S13 97 96 X C" 14 4 2.9-) (1440 �J: - Ln V) r,4 d puiz cr_ � W X>0 I W 60 yy X Nxuj r2 z 0 M 00fX Z X rl- Lf) X V) ,_j ,W _j =: 0. U-) C" -.1 -j X 0 =: qjr= = OD 00 C5 Z NZ, r-: Se U-) + F- CL I- + C" + ,,w 00 00 00 CD F- .I- V- 0 ED 1'- 0 ;0 13"C-900 CL-150 I VW OF CL CENTERLINE DATA NO. DELTA OR BRG.' RADIUS LENGTH REMARKS (:D & 30-:48' 00" I 434.00. 233. 30' A= 390 12' 15" 300. 00' 205. 27f A= 75* 16" 47" 53. 00' 69. 64' N34*56"06"E 41 . 79' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS 30- 48' 00- - 423. 00' 227. 39' 35- 44' 0511 3.11. 00-'- 193.971 N770 33"54"W 28. 96 I 4 _U N576 26'06"E 45. 29' N34- 56'061111 1 55.001 1 SEWER DATA NO. DELTA OR' BRG. RADIUS LENGTH REMARKS <�> &= 24- 50' 3211 500. 00' 216.791 2 A= 229 50' 17" 500. 00' 199. 30' 3 N34056'06"E 82.366' 1`4 PLAN: OAK KNOLL DRIVE & SWEETBRIAR LANE 40 20 0 40 80 120 GRAPHIC SCALE 11' 40' SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: I.P.060047 I.D. U36-1135 SAN DIEGO, CA 92110 kQFESSj TRANSPORTATION DEPARTMENT ESS/ 619.291.0707 COUNTY OF RIVERSIDE S.A. 41-33 APPROVED BY: (FAX)619.291.4165 RIV. CO. B.M. M- 14-63 IN THE TEE ENGINEERING COMPANY rickengineering.com INTERSECTION OF NEWPORT RD. L. & LINDENBERGER. RD. A 1"IRON W.O. 11582 Son Diego %,,..ide --Sacramento Orange Phoenix Tucson PIPE & TAG MARKED COUNTY IN TRACT NO. 30422-2 CAP WELL MON. SCHEDULE 'S" C.O. N 10 M PREPARED UNDER THE DI TION OF: Z 45702 SSG? Lai 1984 ELEV.= 1425.301 SEWER,WATER & RECYCLED WATER COORD 23-D-46 Exp. 12-31-08 No.C217678 PLAN AND PROFILE APPR. DATE_ ALAN D.FRENCH DATE: 7 EXP.3/31/08 CIVIL SHT. 28 OF 39 . rj ",-C I V ROGER LEE E711 R.C.E. 27678 SCALE: 114,0jr cj�� lie 6#449 OAK KNOLL DRIVE & SWEETBRIAR LANE -\vj N OF C DATE: REGISTRATION EXPIRES 3-31-08 Q41yu I CHECKED BY:RLB FECOMMENDED BY BUREAU VERITAS DAT�: a I H: 1 1�-- 4 01 V: 111=41 D - .3 In tj /. �i C11 CM N co, V Ln 0- rn - Rl\d-14590\phose-2\sewer-water\4590ph2sw28.dgn ��s�, .,,rl,�,�R!CkStondords\8entley-2006\workspace\projects\rec-�7-stds-SD\Iplot\calcomp.pen JN 14! .:::: - - .-.. -- ---- ..................... ............... ..: ......... :::::::: F:::::::: S� ........ � ...... :;�:::::::i:::::::-I::::::::!:,:::., ::::....f:::::::: ......... ------- --- - --- i ......... . .. ..... ------- I ....... ....... . : ......... ....... ....... ........ ........ ........ ........ ....... ........ ....... : ........ ........ ........ ........ ........ ........ ........ ....... ....... ....... ........ : � . - _ ,.,-,- - . . ___ _ _ %. I- . 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PLANS - F_ I - I � GRAPHIC SCALE 11" 401 I . NOTE: COUNTY OF RIVERSIDE SEAL -ENGINE R . 5620 FRIARS ROAD . . :WORK CONTAINED WITHIN THESE PLANS SHALL �100- SAN DIEGO, CA 921 1 0 � TRANSPORTATION DEPARTMENT I 1! 0 NOT COMMENCE UNTI VOESSI �� ! 619.291.0707 11 I APPROVED BY: 0, 11, X% I ESS/ . M (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE DING PERMIT HAS BEEN 11ky . ENGINE151UNG WOMP Y rickengineering.com INTERSECTION OF NEWPORT RD. - #,o -': � --- A VIRON D. F,y, 1% a a SanDlego Riverside Sacramento Orange Phoenix & LINDENBERGER RD. ISSUED. . P , , Tucson Ne , � I X ?t-% /) - " Q.- 'r �- PIPE & TAG MARKED COUNTY IN . - - _� 29 E DIRECTION OF: . . THE PRIVATE ENGINEER SIGNING THESE PLANS IS No 45702 50, 1 C.0 rn RESPONSIBLE FOR ASSURING THE ACCURACY OF I 1_( - 140- 10 No.C27678 Exp.*12-3 08 mr iNr Uj rM CIO_ __0 1984 ELEV.= 1425.301 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE I BY MARK APPR. DATE * ALAN D.FRENCH DATE: * Exp.3/31/08 * IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY �x UCTION, THE PRIVATE !Wt Qft g ba ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS 11), CIVI\, -,\,t 11 " CIVIL I - ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR - q)�. cAof - M d - I-1.1 � �%!, Or . ROGER LEE$ALL R.C.E. 27678 _ SCALE: . . DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY: RLB' -OF C DATE: Ah"19 - REGISTRATION EXPIRES 3-31-08 111-40, V: 1'�-- 4' - __ ___ . - I DATE: I __ - H: - . CENTERLINE DATA NO. - DELTA OR BRIG. RADIUS LENGTH REMARKS N34*5.6'06"E 237.641 A= 31 ' 57' 1 8" 300.00' 167.32' M] N2* 58'48" E I I 1 68. 1 O' I WATER DATA NO. . . DELTA On' BRG. RADIUS LENGTH REMARKS 0 . N34' 56' 0611E 79. 95' 0 , N34-56'Or6o"E . . 1 57. 69' (�) A= 31 * 57' 1 8" 289.00' 1 61 . 1 8' 0 N2'58'48"E - 1 57. 766' I SEWER DATA NO. E)m DELTA OR BriG. . RADIUS LENGTH REMARKS <�> N34-56'06"E 1 1 2. 47' <2> N34-56'Oro"E . I 1 25. 1 7' . 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F. J 4 / ISI-0 7 q NOTE: FOR STORM DRAIN INFO 40 � 20 0 �40 . -_ 80 120 . . 1-800-227-2600 I � REFER TO 'STORM DRAIN 18-1 PVC C-900, CL-200 k�iiiiiiiiiiiiiiiiiiiiiiiiii��i�iiiiiiiiiiiiiillllllll11111111IIIIIIIINE06iijjjjjj�� !!!!%mmmmmmmmmmmW . UNDERGROUND SERVICE AILERT PLANS"FOR TR 30422-2 1 20'S OF CL - . . . Call at least 2 working days prior to excavating. � GRAPHIC SCALE TL- 40' - . . � . � NOTE: . COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK. I '', . SAN DIEGO, CA 921 1 0 . WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT 4 F - 619.291.0707 . � fESSI . 9 0 t It ) 3 ) .04%. . NOT COMMENCE UNTI APPROVED BY: , , I (FAX)619.291.4165 RIV.CO..B.M.M-14-63 IN THE TEE . PERMIT AND/OR GRADING PERMIT HAS BEEN 0 1% , ENGINEE G C M ricke r,gineering.com INTERSECTION OF NEWPORT RD. 11 0 '? ,�,, 10; L. a e, San Diego . lUverside Sacramento Orange Mjarlx Tucson & LINDENBERGER RD. A 19RON �p � � ISSUED. . . co - V PIPE & TAG MARKED -COUNTY IN "o * ;-1 *_ I C-S 'T 'k- " .�, I THE PRIVATE ENGINEER SIGNING THESE PLANS IS ,'# No. 45702 m -� CAP WELL MON. m cm HE DIRECTION OF: wi m I RESPONSIBLE FOR ASSURING THE ACCURACY OF a4n�� fA4a '27678 1 MI Exp. 12-31-08 - No.0 - 1984 ELEV.= 1425.301 04 6 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE * ALAN D.FRENCH DATE: * Exp.3/31/08 * % ~ - IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ix . CIVIL . *go& - APPROVAL OR DURING CONSTRUCTION, THE PRIVATE %I), C10- 15" . ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS 'i 0 'd.C.E. 27678 . . C') . 4. DI "I SCALE: ION AND REVISING THE PLANS FOR OF CA0 m f � . �c nr NNI- . r- DESIGNED BY: ' CPE DRAWN BY: MRD/NZ CHECKED BY:RLB I ___ - : - __ OF C . 2 DATE: $43/07. REGISTRATION EXPIRES 3-31-08 H: 1'�-- 4 O' V : 111=41 - R,\d-14590\Dhose-2\se�er-water\4590ph2sw3O.dgn .. 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GRAPHIC SCALE T" 40' NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: SAN DIEGO, CA 92110 WORK CONTAINED WITHIN THESE PLANS SHALL C I yFESSI TRANSPORTATION DEPARTMENT LSS/ 619.291.0707 NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: (!-AX)619.291.4165 RIV.CO.B.M.M-14-1663 IN THE TEE PERMIT AND/OR GRADING PERMIT HAS BEEN Fq % .,&, e, rickengineering.com INTERSECTION OF NEWPORT RD. ISSUED. G.� San Diego Riverside Sacramento orange Phoe "I. Tucson & LINDENBERGER RD. A 1"IRON PIPE & TAG MARKED COUNTY IN CAP WELL, MON. No. 45702 PREPARED UNDER THE DIRECTION OF: THE PRIVATE ENGINEER SIGNING THESE PLANS IS M '2r RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 "j NO.C27678 rn 1984 ELEV.= 1425.301 CA DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE ALAN D.FRENCH DATE; Exp.3/31/08 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY CIVIL APPROVAL OR DURING CONSTRUCTION, THE PRIVATE J), clvl\, ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS OF M�b_ ROGER LEE&ALL R.C.E. 27678 SCALE: ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR CA%_\� UF DATE: ia *09 REGISTRATION EXPIRES 3-31-08 APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB RECOMMENDED BY BUREAU VERITAS DATE: H: V: f=4' ........... ........ ....... ....... ........ ........ ........ ........ ..... ...... ........ ........ ....... ......... ........ ........ ........ ....... ...... ........ -------- ........ ........ ....... ....... ....... ........ ............ ....... ........ ....... .... . ....... ....... ........ ....... ... ... ........ k ... ....... .... :::: . ........ ........ ....... ............. ....... ...... ....... ......... ....... .. ........ ........ ....... ....... ......... * ....... ........ ........ ........ .. ....... ........ ........ ........ ........ ........ ....... ....... .... .. . ............. ...... ........ ........ ........ .. ...... ........ ........ ........ ....... ........... ................. ... ........ ........ .... ....... ........ ........ ....... .... .......... .......... .................................. ? ....... .......................... .... ................ ... ... .. ........ . ....... ........ ............. :x ........ ............. ........ . ........ ........ ........ -n 7n - ....... .......... n. ........ ....... ........ � ........ ........ ...... ................. ....... ....... ........ . ...... ........ I ........ ........ ........ ...... ........ ........ ........ .. . .... ... . ......... . .... .. ........... . ............. . ........ ........ .................. ...................... .......... .......... A ....... ............. ........... ................. ........ . ...... ........ ........ ........ ...... ........ ........ ........ ..... . .. ...... ....... ................. .. __ E . ........ .... . ........ ..... . ........ .... ................. ........ . ....... ............... . ......... ..... . ...... ...... ........ .... ........ ........ ............. .. . ...... .. ...... ...... .1 ........ ........ ......... . .............. ................. ......... .... ............ ....... ........ ..... .. .. . ...... ................. ........ .... ................. ...... ................. CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS (�!D A= 13- 39.1.3911 850. 00' 202. 66' A= 9- 18' 10" 650. 00' 138. 01 N89-166113"W 137.65' WATER DATA NO. DELTA OR BRG. -RADIUS I-ENGTH REMARKS & 13- 39' 3911 871. 00' 207.67, A= 9- 18' 1 Oil 829. 00'. 134. 60' N89*16'13"W 122.65' N1 0 43'03" E 22.001 RECYCLED WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS (D A=1 3- 39'39" 829.00' 197. 651f 2 A= 9* 18' 10'.' 2/ N89*16'13"W 152.666/ I.P.060047 I.D. U36-U35 COUNTY OF RIVERSIDE S.A. 41-33 TRACT NO. 30422-2 W.O. 11582 SCHEDULE 13" C. 0. SEWER,WATER & RECYCLED WATER COORD 23-D-46 PLAN AND PROFILE SHT-31OF #3n SAXONY DRIVE (PUBLIC) 9!n D- *?/ , A tj /a q N C'j C14 1W U-j 0- f U9 4590',phose-2l,se.er-.Cter%4590ph2sw3l.dgn r1�11.RI,k.�Enf1,\R+I lacts\rac-7 _StdS_SD% In I 0t\C0 I COW. Can ::::: .... . .... ........ I ........ ........ � ........ .... � .. . ........ ........ . ...... .... .... - . - . - "17 I - .. , . . .1. 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COUNTY OF RIVERSIDE SEAL -ENGINEER . 5620 FRIARS ROAD WORK CONTAINED WITHIN THESE PLANS SHALL . SAN DIEGO, CA 921 1 0 . NOT COMMENCE UNTIL AN ENCROACHMENT VOESSI TRANSPORTATION DEPARTMENT . ESS/p* 619.291.0707 . APPROVED BY: I , (FAX)619,291.4165 RIV. CO. B.M. M-14-663 IN THE TEE DING PERMIT HAS BEEN D - f'-,q 1-%') L. rickengineering.com INTERSECTION OF NEWPORT RD. ISSUED. - a I a 11 *_ San Diego Riverside Sacramento =.ge Phoenix Tucson . & LINDENBERGER RD. A ?IRON I I Ir 5:. PIPE & TAG MARKED COUNTY IN THE PRIVATE ENGINEER SIGNING THESE PLANS IS . HE DIRECTION OF: CAP WELL MON. . rn RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp. 12-31-08 a&WN s4r,o 0) No.C27678 Fm 1984 ELEV.= 1425.301 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE * ALAN D.FRENCH DATE: - * \ 'Ab IN THE EVENT OF 015CREPANCIES ARISING AFTER COUNTY il � � EXP.3/31/08 * I A-. - &^(A . APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ID, C1 v 1\1 - 1\11?1 4j, CIVIL LLIS& C7 - D^Ax& ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS `,'�- 0" CA, R.C.E. 27678 _ � ION AND REVISING THE PLANS FOR ' -\f dw, /W � __ ;-� .d? " X/ SCALE: I F-DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB C DATE: 011-IL07- REGISTRATION EXPIRES 3-31-08 _ H----!L=40' V: . 1'�-- 4' _______ - ___ . - CENTERLINE DATA NO. DELTA OR 8"Ri G. RADIUS LEN6TH REMARKS (a)- NO' 09'49"W � 1 55. 97' WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS ._ NO"09'49"W 105.12' � A� 40 22' 1 0" 200. 0-0" 1 15.-25'r 1 1 NA'31'5911W 1 21.76' 1 1 . . .SEWER DATA . .. NO. . DELTA OR BRIG. RADIUS' . . . LENGTH REMARKS . <2> A=20'35'266" 4.50.00,1 1 661. 72' COUNTY OF RIVERSIDE I.P.0660047 I.D. U36-U35 S. A. 41-33 TRACT NO. 30422-2 W.O. 11582 C. 0. SEWER, WATER & RECYCLED WATER PLAN AND PROFILE SHT-32OF39 t1a D - ,?(a t) (n C14 1 C14 C-4 04 co V Ln 0- , - . a: q �_ ill; t I U C, . 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WATER DISTRICT TM C3 N4bAL A -!!jMfAdA #SkLol CALL CIVIL E'5"6-EfA OF SOTDIVISIONS DATE BEFOIDUE INITIAL DATE YOU DIG! PROJECT ENG. 1-800-227-2600 APPROVALS Jr. 0 .9 m UNDERGOROUND SERVICE AURT Call at least 2 working days prior to excavating. A� NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY -MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ Ri\d-14590\phose-2\sewer-woter\4590ph2sw33.dgn \\Sr�.rlbl\RlckStnndnrds\Beni,iey-2006\workspoce\projects\rec-v7-stds-SD\Iplot\calcomp.pon F- _W FUTURE PARK ENTRANCW Maw ............ �. Cm 13.J + Z CV-) 5 L0 0 2 r- U T U R F -r,-\ TR 11 < S I T r� 1\ T 3 OC -Is' -2 -2 - -2 OPROVEMENTS 'T 30948 IVIT CLIFF.: T- ROAD PLAN: HOLLAND ROAD (PUBLIC) 40 20 0 40 80 120 GRAPHIC SCALE Ill- 40' SEAL -COUNTY rOUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: SAN DIEGO, CA 92110 TRANSPORTATION DEPARTMENT 0VESS/s* 619.291.0707 APPROVED BY: (FAX)619.291.4165 RIV. CO. S.M. M-14-63 IN THE TEE L. rickenginsering.com INTERSECTION OF NEWPORT RD. San Diego Riverside Sacramento Orange Phoenix TuLson & LINDENIBERGER RD. A IN IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. No.45702 OX PREPARED UNDER THE N OF: rn No.C27678 rm Exp. 12-31-08 Zb 1984 ELEV.= 1425.301 APPR. DATE ALAN D.FRENCH DATE: Exp.3/31/08 6P CIVIL CIV1\1 �el 1P ROGER LEfhALC_ R.C.E. 27678 J.01 %111 %.Of SCALE: OF CA10 1;*tb 69 C DATE: REGISTRATION EXPIRES 3-31-08 111-41 CHECKED BY:RLB RECOMMENDED BY BUREAU VERITAS DATE- AZAW H: 11�_401 V: CENTERLINE DATA NO. DELTA OR BRG. 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DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY NOTE: FOR STORM DRAIN INFO REFER TO "STREET IMP. AND STORM DRAIN PLANS"FOR TR 31629 APPKUVAL VK UUMINU LVINCIMUL11UN, ME PRIVAlt ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. r—DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB z w Is r- r-) r- r Truf� _r, FI-] 0 0 LI - I T �El_ (NOT A PART) — A — M^l MOM A M%l I KAU I 3lbZd, t-L=lbtlZ5 CENTERLINE DATA NO. DELTA OR Bno S LENGTH REMARKS (ZD N89-37'37"W 1260. 00' RECYCLED WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS N89037**37"W 1260. 00' 1 (TRACT 30422) 17) . MILLBURY DRIVE T R I.:) 1 01, 2-19 1 T FR 3 1 b/ 21 9 PLAN: HOLLAND ROAD (PUBLIC) 40 20 0 40 80 120 GRAPHIC SCALE 11" 401 SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: SAN DIEGO, CA 92110 TRANSPORTATION DEPARTMENT 0ESS/ 619.291.0707 APPROVED BY: (FAX)619.291.4165 rickengineering.com RIV. CO. S.M. M- 14-63 IN THE TEE 10 --1 INTERSECTION OF NEWPORT RD. L. San Diego PtIverside Sacramento Orange Phoenix Tucson & LINDIENBERGER RD. A l"IRON PIPE & TAG MARKED COUNTY IN No. 4570 PREPARED UNDER THE DIRECTION OF: CAP WELL MON. co M 09 W L" Exp. 12-31- 8 l4r - No.C27678 Pri 19814 ELEV.= 1425.301 Zft APPR. DATE ALAN D.FRENCH DATE. Exp.3/31/08 J> CIV CIVIL ROGER LEQflbALL R.C.E. 27678 C&0�rji\"' 4-iif-097 �1/20 v SCALE- "4'OF OF C DATE: d, REGISTRATION EXPIRES 3-31-08 1"=40' V: 1 11= 41 RECOMMENDED BY BUREAU VERITAS DATE: 9 H: I.P ' 060047 1. D. U36-U35 COUNTY OF RIVERSIDE S.A. 41-33 TRACT NO. 30422-2 W.O. 11582 SCHEDULE '13" C. 0. SEWER,WATER & RECYCLED WATER COORD 23-D-46 PLAN AND PROFILE SHT.340E-3 HOLLAND ROAD (PUBLIC) U IA D- 31p t) 6 N I Clj C,4 N CO 'T tn 0- a: 0 U5 rM 0 -14590\phose-2\sewer-.oter\4590ph2s.34.dgn JN 145! ::::::::.::::::::I:::::-::�..-.::-:: ........ 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I ............... :::, ::::::4-- �:::j ........ � .... ...... . .. :::: .fffl! .. .. . . . , . ........ � ........ f -1 ....... �� ....... ....... � ......... I ..... ........ ...... ,:: I I . � ........ ........ ......... . ....:::::::::::::!::::::::: ... ... � ........ ......... ..... - :::::�::::::::,:::: ... I ....... z - . .... .......... � , V " * - ..?... ..-t ..... .. 4. i . , I I � .. -----*"*' ,. 1. I I I . . _. I I , , , . * I N � ,..:::: - - - __ . .: .L F 10 1 1 12 13 14 15 16 71 72 73 W . . F_ U _� U R I-- �_ I rl L W - 81, PVC C-900 CL-1 50 r% CI 0 0 L MATCHLINE 71 +00.00 = REC. WrR 31'N OF G H . V) / CdL - I _�r_ HOLLAND ROAD (PUBLIC) 0 L 11 11 �__:) _r" I X I X = / xI t -, 0 V 71+76.35 EXIST EDGE OF PAVEMENT %_2 1z 1z a ri I= 11= 1 014 �_ 0 V) -. 0 11 Ln Ch 10+17.63-59.61' LT JOIN PER TR 30422-2 __�_� �, i 17- & : . . : � ,;� 0 U.1 LUC= 0 U-j 0 Ir N C I 0 1 LAKESIDE DRI . ::: IX 1q_ co V . : :- 1W %� IT - i ! 1 - : . � ; .'r W XXW W = W a Cr rn : , t . ;:- . STREET IMPROVEMENTS . ; :�- I : 0 � 0 0 W . : 6' ::'I . 0 - 001n P r,2 rn 0 0 71+76.35-18.2 - : :;- : : V) 0 P Uj � Pl_ T ,"' : ; : : : � .� . I-- 0 X r__ ,q: i- I.Ij ,,,,, : t : : : : ; M C) LU W r- 01 I " . : : : ,_ .� : : ; : I '11 : : e : ; Uj Z =) = 0 _j > z = 0 an -r. 3:: : I I - : : ; I ill : : � . : 0<1_ 0 - (f) z CD Cr C15 V) .. r _j rn : : .. < = P �nxmx<KF-n 5c < Go > Z 0 r- 0 0 1 .,w rn , u V 45*HORIZ ANGLE P co . Ill : :, e : I-- ; . : . _j X:M,w �- -j � V U-) 0 C" (TRACT 30422) : : : : � 1. _j af I.- V) (D a FX LU a: Uj n - 0 / ; : : .1 :;: : : z - � - 0 . 0 .. : : : I . . . .. fr _j =3 _j Z) _j . . � . . . < =) . -mm lin M 0 / F-- > LD : : ; f q. ft 3: �_ CL - '' . : : 59' ill - : 59,1 ; � I . < 0 W11100(rum 000cr a: . F- R/W - : ; : � I'll - I : �.. .. � - ,-�. = a- oaf LIr) a'- Co tn = F- W V) V):= Z F- 0 0 LLj =: F- - q. I.- 0 V) 0 / V) -----A : : : i � � ; bo 7 3. . I" >< - r,4 . I > (L L5 W In 0 3: fr T< 3: V) 025 X =1 . 0 Of � i i:.11 -," 2 1' < < 0 Go- W C%j a- : I i:-.i ::: I 38' � " : ;' - 2: �_ 1 38' - _U In 0`1 - = = 0., - - - =: 0 fr - 1 , 10 , 10 re) 0 Go - 00 = 0=0 �- LU 10+00,00-41.76' LT ., ; , - I - Ill i -1. i� . cr Ln n 0 X U-) In = C5 tn. ZA m: Uj k : : 00 : i i� -.1 X 0 a U 00 q q Cr = Go Z I.- Uj V) . : , : : � i: � Uj W< . C" ____ : .. ; I Ill If �: : , ; O', M10I._zn0-2Uj00- r-, -150 WTR PER �: .... ..... : � r__ 11.1 rn 0 cr N 7 - __ !!,*.' '3'- �- a. 0 < = = Lo LLJ LL LL : ,-, + > 0> + =)v + + I-- a- + � 00 � _j : I V :'*-. -----� �-,-� L"::: . - V) +<000= 004= 00 C:) C%4 - - _,� EXISTING 12" PVC, C-900 : ; I Ill I Uj < = 00 �- 00 � n Uj LO - CL CL LAKESIDE DRIVE= CL + IL, 5r 04 (71 X .)-- X X = =: 71+94.10-0.46' LT TRACT 31629, PZ=1698 . . , : � - 50 1% . cr CID CO in a I . 0 : I FIFI., `\I�r f__ < 0 - : ; I = I 7 .. P- CO Co I-- � r- to CC) I-- rn . . : * 0= X 0 X 45*HORIZ ANGLE PT -, .._-1--i : . %_ V - .... . * Ill : i I _� TR A 0 _f STREET IMPROVEMENTS . , $,�,, Mill " ; � -0 + 3: �_ Q_ ro = 0 W U-) Uj : 1114 /,'"": -3: , tn CO ,_ �_ - -� ,� .. : I ! = 001*- : j / -1 r , . : I % lc.-,) I I I I �. 0 U_ 0 a. C6 a- '.. .... : : : I I U � 00 co �- + : �0 __1 _j . 7 I I \P-' : 'k 0= a =3 0 : PER TRACT 31629 -------, 1 81, PVC C-900 CL-1 50 . . ; .: I 7/i � lyj , 1,�... 1. . - ILD + V) + (1) . �.'I_ i - =) . P, - 1W : : 111 i.- � -:� , � I 1, . 0 *, STREET IMPROVEMEN .. . : I Ill;,: Ill', -.:...." * WTR 1 5'W OF CL R/W In = a 10+00.00-35.691 L* : . \ I rq = 1 " '. I I : Ill: N - (D . _W , ; : , 11� ,.�� \. 0 . . Ill.- t.' � I I . : . Ill % 1 4 . . -4- _�� -I- - ; : 2 % 11 . , LAKESIDE DRIVE= , ; : : : I I *... 1. f ; 0 9+68.65-35,69' LT SOUTHSHORE DRIVE if : : I �'.. , . - - 1 72+00.20-0.42' LT , b . 1 I � .1`1� , e I A IS , I : . . . - 72+00.00-31.0' RT HOLLAND ROAD . I : . :14 . .............. .............................................................. I ..................... � .................................................................... .1 ......... in .............................. ................................................................................... ; ............................................ I ....................... . k : I Ill : I I . 7 ................. ....... * - , � : I I � I I :,.., �%,.. INSTALL: I 13. 0) 11 ',�, 1. � - , �.,,,,.�,,%-.�,,;..;,..,.-�.,,=.-. laaaa " AV/AR PER STD . . . .1 .............................................................................................................................. . . . ......................................................... � \ 11 '�, , ....... -.-.�,.,�%-.-......,..4...-.-.-�-.. q� ... ��j.',.-`. ....... ... r. .. ..�..,-."-.-..--%-.�..-.�1.11--.-.,*'�'-, - 1\1"".*,*"""""*"-"*,ll,",***,*"""",*,"*""-111,111,11-111-11I ...... I—— ... 1.1.111,111,111,1111,l*"***"",""**""* 11111-1--1111 .......... + �, 4 1 / .."; I _...1.1. , ". _.._,� ....... * .... * ..... .'�'.�'.�.�.,..*.."*.,��".*��'..."..*.�.'I (a I 11 " � �'P, ' .... .. :..`...`..,.,_ .. ............................................. . ........................................................ :: .................................................... . ............................................. .......... :.'::'.*:�';::,..-...-.,.� �.:*:,.::::,::.'ff�ff:: ........... .................................................................. : ............................................ . -'....... ... 12"x12"x8" FLG'D TEE, N . ",-,. - . . ,I .....__1 _--_-1__---_1_1__-____1 ---- 1_1 � .... . . .. ___----_---__1- _ ....... ..�.--,�l-....;-e.--:..--�.---...--..-:---.----.-.�-....-....�-1-- ;_--_-- __-. - UJ -598,, 1 -4. LA : - _"',�* T, - T DING B 12" FxH RSGV ME) \ ni I e-% I I :: ___ __ 41) I , . . ::: 11 I . I I . . " ., I I !: -, P�l I"V . . E E ., \. IN . : co", r- N . Uj I " . : 30"RCP . 11�,_, , I . - ====n_ = = = f-I = = = 4 3 E = = = = = = = = = = = = = = = = = =1r, 1--:--:--7f* -:- 8" FxH RSGV (N) - CLOSED / % : Z,11 - _Y�r = --- ------ f -------- -------- ----------------- ------- 1W ----------------------- UJI q'j.....1-11-111" n% : --------- 12 = ------ , -_ --� Z = USE PZ 1698 FOR EME . : E3 I - _.=��__ 1, > -/ h i �-� --o \ : .h - - 17- - - - ,,,/ E3 - --- - i 13 U-j I :.D � 1 ,,� _4�1� I anivil . � 11 in, -I/ "-�-,:," ,,- I il I (1) N 1, 9-)\ , .>. r� : It tv (N N : i - � I � ,it -,��_,. I - 0 � I .j AVAR � fS I - -I- ..... .. .................... ..... ... I ...... .................... .................... .......... � ....... 1, ... N � ...... . 1-- - I \\, �, - . _0 : I -r1k_.ff 1.1�ar�. - _ � - - � _ - � � - - 1.Z2 ............................. . .............. ......._.............'......... ......,....��'......'�n.................-..-.-........-.-.-..-.........-.--..-,C..,....-.-.:_,.,.e ... ....... ::.-_-,-:.-,-.-.-.-_..Z..... .............................. 1.= .... I.Inml .................. _ . .. . .. ............. -1 SEE DETAILS, THIS SHEET _: 3 \� , . . .. - .. .z..... ro. � .. '*"** __ ___ - ", _^M111.�,.:.,.,.* ..... =:=::== ....... .. =-_..-.� ....... ==:�7 ... ... .... ^.'. =.'.':....Z sar. W - . .... .. ..... .... . . I ........ .............. -4-z'... �:.*:." 1, �� ... = ..... . ..... ]LI.= .... I . . 1) 11 . P " ,�, . I ...... ........ 1-1. .. ......... . ........ : . I _Izl j;�.� -_ '.... '........_......"', ........ ;, .,.. ... .... ...... ........ ....... : - . . ... ............ � , , "' . ....... * .. ..... .: .. . ....... . ..... I . ....... - - ... I-- ..... - ..: .... _': . ..... - 72+10.00 HOLLAND RD ==: 1: . . . '. . . . . . . .. .. - ...... _ -;::::: : .:..:.. . ....... .. I ... W: ....... , , - -:::..... "' .... - - - - - ... , :. ----- - . - HOLLAND I CP isa_,;-Z-� - ...., ...... ....... ..... _ = .".."'.1-z- n'..'. ...........:.N....- .......... � ...... . : ...." �` ........ :� :::: .., 1.::: - , ...... . .. . . � . . ............ , -::.,..�: : ...... . ..... ,..'A :::::::,`�� -,4;4,:: ;r.-.. - ----. _ _._ __ - _ . . �`� .., ....... . . . . . . . . - `..::: .. -:�:: ... :...� ", . - . .,. .�:,^�."....,.,.".*.,.*."*."*"..,:.. ,;; ..... �= .... :::--:.:::::::::T.,-. Z..", ... : ....... - ...... ..... . ... ........ . . ........ . gn'..... , . . ........ .. cz -1 N1 C f", 7 Cz* - __'. ..:,:;: .... I .. ;. I i REMOVE: EXIST. 6" TEMP BO -IF5 � ...... : �4, .-�_k - - . 00 � � _ : " ", j I I . : ; I *--I- ... � INSTALL: : :$ R/W - . 12 1629 .. ". : . ,�6��.�,- " - �7 , 6,, ,_--,-,_,,4_, it . e NTS PZ 1627 URATION rHSH P. DR CENTERLINE nATA &.."/-I NO. DELTA OR. BRG. RADIUS LENGTH - REMARKS (:D NO'44'1211E 599.981 . r;5_`1 , ,� N89-37'37"W I I 1 35! 89' i , - WATER DATA . . I NO. DELTA OR BRG. RADIUS ' LENGTH REMARKS 0 NO-44'12"E . - . 40. 72' � . N45044-*12"E 29.26' ..... NOO 44' 1 2" E 1 569.79' 1 0 N89' 37'37"*W I 1 0.00' 12" PVC RECYCLED WATER DATA . NO. DELTA OR-1 BRG. RADIUS LENGTH . REMARKS 2 N89037'37"W 151.09.1 , 0 NO' 44'12"E , 1 568.89' , . I ... ...... ...... w ... .. .. . ..... _11.1 - _ rv% " - - : : , �� -, "" . ""' �,, u 01) �_"... : . J .: ---------------- - - ------- 36" CMP (IKACI 30422) ..." ...., J, . : : === -------- =====7:============ ===========================Zz== .,v " . ,., .,.. - 7 : -1 I.->W NEW 12"WTR PER TR 30422 ,. =10 ,�, I : . -1 ,.,. I - 0., 9+93.58 SOUTHSHORE DR= I : ; 11 cr_ , 00 .. V) a- . : : v , � . ! = - 0 LIMITS OF I � , -- I 72+00.16 HOLLAND ROAD � . 0 cr 81, PVC C-900 CL-1 50 (BY OTHERS) / I.- > to \. '. XNN , __4 : C, m / . : W : Ld IMPROVEMENTS I.. V) a- - 1. ; : a �_ N I \ - 1, Ld � a- I .. , il . 8" WTR XING 30" SD : : Uj Cr I REC. WTR 15'E OF CI � .. 11 .1 .� : : Of _r_ . .1 " I I : : cr_ 0 C'4 - '. XNN N / �%,. BOT 8" WTR 1441.11 : : � R/W 11 % - I - : ; 000- � = " V) "� L.LJ � (L / : : - I 11 " TOP 3011 SD 1439.06* : : m: LIMITS OF STREET . 30' .1 . : Im U.J UJ 0,W �_ I I e.1, 11 11 I � . . '... , : I k ;, .' : : V) < ix - Cr :Z0z 81, PVC C-900 CL-150 IMPROVEMENTS R/W I FUTW .1 � 11 . ' : : = -1 9+99.81 SOUTHSHORE DRIVE=/ : : _j_Z_0 �- In Uj f � ; PROP. '. : : - w : �_ in 0 f *1 ; O-A W I i- =11 2 V) � - - � " 72+33.35 HOLLAND R D : _j !:9 WTR @ 10+93.00 67' : k ., : .1 . i 4 � � �_ . - I : 8"PVC . ; ? LU , . . 10+31.01 SOUTHSHORE : -1 T R A C T 15, 44' 1 : i .: : - : ,I : DRIVE- 0 =: ba.< V) 0 > = r- - 0 7) I ,-- /-j e-) - . - ;: : . : PZ 1627 I V) I-_ < 1 -1-51 - - 22' . ; : V)<o 0 C) flo 10, 12' 10, - 8� __ : : t ; : : : ., : 72+58.44 HOLLAND ROAD Of Cr rn V C14 31: il: ,_�) 2 2- -j - - I % I ; : . : FUTURE � 01 Ir U < W . -2 81 - : : : : . . : : � .1 8" REC WTR XING 30" SD 0 0 0 F__ (D=v - (n 2 � 2% 2% -I : 0; 1: . 0�0, LLJ a- - (1! .40=0= X - LU - % .. I I . * i I � BOT 8" REC WTR 1437.79 HOLLAND ROAD rnu-)-J XZ X I U_� zi.-rn �_ ___ � 2Z - :. ;, t. CT) 0 - v �__ r. - = I-- I-- I= CO i � ': 1; '. . 9+68.65 LAKESIDE DRIVE TOP 30" SD 1435.04 + + U_U_UjU_ rn i_- >< r. � PROPOSE�� FUTURE �. I . �, )m M I C)N= = = = -J-Zo_j In CURB & I 11 . _j Uj W �. 11 -. W (PUBLIC) rr; V) ui �_ I , 0- In SIDEWALK I �i_j " _U 72-4�00.00 HOLLAND ROAD � r-- to 00 00 Go r- I.- Uj Crum I Uj I . Q� : 4 'kl.. *__ -./ ' I \11 u INSTALL: In Uj > a- 04 > r- /;k__� z :� : + �x �_Wtn � z < - -11-1 .., 72+10.00 HOLLAND RD I.... .> 0 - �-- vr.=- I F-tno I tn I M IT -./ �:r , 72 > . �. ' a- a_ 12"x12"x8" FLG'D TEE, - _j V) W = b 0 . WAT R 11 �. REMOVE: EXIST. 6" TEMP 60 & 72+10.00 HOLLAND RD 0= 12" FXH RSGV ME) DIG ALERT EASTERN MUNICIPAL WATER DISTRICT - u ;3- 0 1. R 31629 Cr C14 tjLLjcon q, 0 OCLA: ..,...,.. INSTALL: D_ � TM NOTE:FOR PROPOSED STORM W X PLAWHOLLAND R AD (P BLIC) & .". I I / 1� 811 FxH RSGV (N) - CLOSED -'L (n -j ' ' O' "M Uj STORM '... "I, . ... " co DRAIN INFO IN SOUTHSHORE + F _U_U_ + =: + �--n �,� ,�, NEW 12" WTR PER TR 30422-2 �)%� I :I.CA4 - , Lai q= = = 0= C)= �_ SOUTHISHORE DRIVE (PUBLIC) DR�N I... �",. ... __# 97 DR REFER TO "STORM DRAIN 9C=O'C0QP +U �,4 .. ... _., . ..'.....", USE�--ONLY - 7.0' . _],] .... - .... 1_1 ..__,� CALL CIVIL ENGIOEE)R O� SUBDIVISIO DATE I a Im W ................ .. - "I ....... ........ � ... ... %1 40 20 0 40 80 120 . - BEFORE INITIAL DATE . . � ! iiiiia C YOU DIG! PROJECT ENG. NOTE: FOR EXIST RCP STORM DRAIN INFO EXISTING VffR PROP. CONNECTION TO VffR IV' ,a 41/8 S/A,? IN HOLLAND RD & CMP EAST OF PROJECT GRAPHIC SCALE III- 404f - TO "STREET IMP. - SOUTHSHORE DRIVE STREET SECTION ON HOLLAND RD ON M-111 LANDAD . UNDERGROUND SERVICE ALERT AND STORM DRAIN PLANS"FOR TR 31629 NTS NTS NTS Call at least 2 working days prior to excavating. I I I . . . I. NOTE: COUNTY OF RIVERSIDE SEAL -ENGINEER I I 5620 FRIARS ROAD . I.P. 060047 1 . D. U 3 6 - U 3 5 .9 , IS SAN DIEGO, CA 921 1 0 WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT . . 619.291.0707 COUNTY OF RIVERSIDE NOT COMMENCE UNTI e� I FESSI 00tLWok . -14-63 IN THE TEE S.A. 41-33 1 APPROVED BY: , - (FAX)619.291.4165 rickengineering.com RIV. CO. S.M. M Pry .W ENGINEE11LIN PANY DING PERMIT HAS BEEN - 0, 0. F 1% 0 L. IIIIIIIIIIII COM INTERSECTION OF NEWPORT RD. I 61 T_ . a 4 & LINDENBERGER RD. A ?IRON TRACT NO. 30422-2 ISSUED. Iv * San Diego Riverside Sacramento Orange Phoenix Tucson - , . IT I " <- t.:. PIPE & TAG MARKED COUNTY IN . No. 45702 1 � CAP WELL MON. C.O. THE PRIVATE ENGINEER SIGNING THESE PLANS IS co HE D CT[ON OF: RESPONSIBLE FOR ASSURING THE ACCURACY OF I I S 11'r 110 7 - Uj rn SEWER, WATER & RECYCLED WATER Exp. 12-31-08 No.C27678 _rn 1984 ELEV.= 1425.301 ' 04 lib ABILITY OF THE WORK HEREON. DATE BY I MARK APPR.1 DATE . PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY . _�( * ALAN D.FRENCH DATE. * Exp.3/31/08 * Almil, 9. SHT- 35 OF 39 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE 4 CIVI\, 41�- �1 11 CIVIL - . " ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS 1 11>�14� 07 1 ROGER1_EE OILL R.C.E. 27678 SCALE: HOLLAND ROAD (PUBLIC) & W? WA ION AND REVISING THE PLANS FOR OF CA10 AVA __fj_ - -08 - UNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB ___ DATE: a10"'j, " I D ATE: 4W07 - REGISTRATION EXPIRES 3-31 H: 1"=40' V. 111=41 SOUTHSHORE DRIVE (PUBLIC) F_36n& 9 VN L 04 (N N CO V tn o- n . W 5 I'_ M �, I i ., .E 8 r_ .5 L5 i5 ie � 8 -14590\phase-2\sewer-water\4590ph2s.35.dgn , ,jhi\Dt,L�i�i,�A�i i,nncknkj�+ .7 ,+ �mi^+ JN 145� I �::::::,�:::::::,,::::::::y:::::::-.:::::::--�::::::::i:::::::4::::::::j::::::::3:::::::: ::::::::1::::::::1.1:::: . .......... 1 ::::::-4:::::::�r ................. 4 ........ 1 ........ ........ ........ ........ ......... . . . ....... 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PRIVA E ` 42"RC I-_ sc . . . ;, : ..: . . ,�, . . . 11 : : ,..-; . -; I.- -, . , I= cr (n > .,2 * " (D . � C14 0 M Ir- 0 - I + z BOUNDARY 1 - + < 0 > 0= W rn : ..-A " . . : __ rn.:R: ,q = I-- 3C 0 : , : :.. � : --- : . -_ ; . ,,: : I : I WTR 15' - . . . . . . -Z= + I'D , I 2 ..� - �_. , I -_ -_ I . It . . : I- = + < W OF CL " C-4 a- W lil� - i __ == == C\j - Noouclu , \ -� , : : : � ____� : ;.: R/W ; rNo , W i WATER DATA . NO. DELTA OR Lfj3n'oG. RADIUS LENGTH . R . EMARKS. . 0 NO-44"121111 I 115. 151 . I I @ _i��F NO' 44'12"E . . . 445.. 1 2' � N0044'12"E . 1 58. 58' a ,A= 5- 49' 03" 1 01 5. 00' 103. 06' - \ . . �_ , --:- - ; .�..: : 1_41 i . � I \ I W ; ,.. � �_ . . .. � - == ___� I i . , : I 00 = \ F_ . - . : .,�� 1. I k. : - i - 0 . I E�_ E � . 11. . . . . \�\ : ,11 i:. , � - U - -4 . . : ; 9 . .."', :,.i \, 1 s. -, . . A \ .1; 11 .1, - _�r = 1 : :;j 36" RCP ___ . I 1111 gas _ � .... .."; \\\ ��.. .11 . \\ I. j . I It% 'I % 6, . .. , 'k �: .." ...: .. �%--!' ".. '...", , ;,�)'::�.'_:,/�., OPEN S �PACE . LOT 3 PUBLIC R/W-,,, 89 cr �_ a_ 2 ...." ... - " " ` "", .1.!, . ,,, . 4 - ,., .1 , \ �0. .., I , I . "., .. - ,�'-.2�1--k�., 0 N / ,- R/W ( ! . : . I N . CV) + .... . ..... . .., .1 / I ��/ ;� .... ......... I ............................... . 1, , % , 0 r\�G *�-!;11/1/21k� ,�;-..,:+-, '/ ., ", \ \ 0 - R a . , A M I , .,;, :. . I "' I- %�t I " '.1- /,N..., a 0 _1 . \ .. '../. .., ',:/ , - �� I., re, N , . : N .1.. Cr) � 11ttatte, to ___ ...... � ..... I __....._,_ -.12-1-1 I \` �� .� \ ,$-, -n1-_-1_ - ` '" , \\\ 0 \,-,�,? \,",., . . , ... ." , . - : . %�. - 1. : ..... L , ...... * .... - ......... * .............. "I'll'.1"*.*,."***,**".*".,"""*",.,l*"**"",I ............................................................................... I .... 11 ......................................... =, ,,,.,.. . ,.,.-.-.-..- - ........._ . ......... m__._ -.��.-"-.-.-,�.�,-..,.....-%'..'..'..'�---".,.��,11�..,-,..�.��l.'..�","-�'�-,�-��..�l-. -1 .................... --I...... I—' -r- .......................... ......... . ........ _._ 'I . . . .. ... .... ... - -.-�11.111--ll.,..�.I..".-"".,-,-,-,��,�.".-.,., ................................................... . , I .. ."-,:-:-' .,. .1 . 11, : 6. -�,.,: e:, - . ". - : - "', .., \..'.? ,_ - -_ --- I, .. "I " -.1., _- ` .. ; . * , . . . ... I 0 - . ...... "I'll, ....... .... I-- � ... - - IF/ .... C4 i--: - P . ..... -, LU YM ..... * ..... * . . ..... * ..... . * .......... * fl�� - .. \\\ 'n it I %\\ i %\\ - ,. ... -.1 - ... .. ___ _=. .�a_= . I'll- -.------,- 1_-___11____ -.---,--,-,..,-. I'll I'll " ?) 1. I.-.111 --I,-,. .1.111-1-1 _ I 11-1--l'...'.." , :.=', ,nt P-Tr I . 3 N ` 1. -,.. '. Z -.1�2 -..�:..,..Z:.:...,+,........,.,.... . . .............. . .... . .:.% -'�'.... - ! � _... " ..., ::,.:?-.�'L_� --W I : LU U1 - "�18" RCP _ - - - \\ I'- - 4 361, C_ -it" = ___18_=======4 I 4 It P __ -=:,19-z=zz = = = = = = = = = ft.-ft:::: z z Z'?() r__ :::rlr): C\j I - " RCP =:: = C\j = = =:::: =:,:: I N - = = = :: (N 1 C-4 " 4 .nf:,:, + . , -- -,. I .:,:.:. W m Z - _:__:__:_:__:__:_ - - - - - - - - - _-__-_ 17 4,�.-:� _____===_= - - - - . .' �A' " - - - - I I r - - - - _- - - - - - - - - - - - - - - 1. - - ---- rr--- --�/ __ - - = 22 --- -P3 + I 1W V V - , 24 c4z . W mi un I I R_CP�` I - � ---- : _._..._.... = ......... ........ 1_, - ::.,= ..... :,.,:�� . ........... .............. ... . ......... =.-..�-gg-ri, � ..-= ...... =_ . __ .... :.. ..: ...... �0 = ... :"...:�:=-.:.='-�,,�.""",--��,-7:".. - � , It ;! 0 I n -",-- '� .. ..... _1 , , - , _ r= .... ==1 ..... L= ... 7..: ....... =-.^.-.,.,.,......,.:*.,.,.^.:::::::::::, .::::::::::::�::::::: .... :::::::,***",.*,.."-",.-*,*,-""-""".'.'.'."-,.'- - I I I C\j �� N .. ....... .... -1�".'.*"-,::�".'-1.�.."".'�,e,-,�;;,.:�� ..... . ..... 11 ... I'l-1-11 _�' �=,_.�_�,;_=:. . . ......... I ...... . ..................... ....... .,--:, .. 00, .. .. .., � I .... 1. . .....o . . . �� .,.,.��:,. .,.,.�� .,.',0 .,.',0 ETIL- ----,,,,.-�o X ir 2 - I . V ... . .. -...iw W : I - : a RECYCLED WATER DATA � NO. DELTA LO'ho BRG. RADIUS LENGTH REMARKS 0 NO' 44'1 2--E . - 155. 1 . 5' - Q NO-44'12"E 420.05.1 � �` NO-44'12"E 1 43. 64' @ .A= 5' 49' 03" I 985. 00' . 1 00. 01 ' I _ " - - - 1. I A4�i� P*, "I 11 �� . .... ... � .... ........ 1 !�x ...-"A ... ... I .. - ...... r .. . . ..................... -.,.,-...-,. ___11 .... - ... I ..................... I ......... .. - " ,,, -.,. .-.111. i a �_ - ona 11 11 11 11 I—— I ............................ _1 ................................. . . ................ .. �� _______ n .....: .... am .... � ..... - .1 .. ..................................... :;., - 'i 1.� � �'; ="-'**'-""-"'.'.'.'.'."'.'.'.'.*.'.'.'.�'., - ............. ....... :.t , Z 4 . ! , .. .................... . .................................... ............... � . ..... am._- ........... .1 .................... . .. ............. .. :..,.:::: ......... ........................... __ .,_;:-:; "i I I ... . ......... _... , ................... . ..... . .... 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I .--,--.,.. 4_�, ", '�: . ..................... ... ;oj -'1-'1'_'�'1.'1,] *** ,�. ............ . . ............ . ... .... � ............... _ ..' � J.- ..-.-�-.'-.`.-.'-.' .*."..'.-*.-*.-,.:.,-,.-,..,..*.-:-*.-,..:., = . ... , _.. ........ ..,. - '. '---. z W I ._!, "_ �_.. ..... ..... :.,.,�'. . . "-:z':*;,:"-:,:-';*: ..... _'..... _..:.' _�� . ..... * .... .. . ..... 0 � N _,__�_ ___ ..j. li� �4 - .1-1,z Faaa " I � PUBLIC /.",.- , I .. (1) � (r . . ,.,.,* / in Ld L) . --lu 4 - 0 Uj 11 - ,z I- Cr F- . R/W ( Uj R/W - - -.�, W X I -+�� I Uj - - - 30"CMP > (TRACT 30422) 4y, INI > . ".. W __j = LC � C\j LU . I - 30' XW > in' " �.' 0 �- 0-1 3: ui 0 X . - - W :.." Cr . . 2 ==1T!1===_Uj z V_ 041_�Fl Uj . I/ Uj R: CO 1W �_ 0 X R/W FUTUPP* I r__ 0 in X , 0 z I,_ �� Fr .W � I-_ 0 It �- F- : I CO = X I _V11%11C2Z co"', 00 W 00 LO k . = (71 r1_ Cr < 3: 6 0 M o cr . 0 (D 1� �_ V) 3::p 1 of 0 CT) OLICro < X V X _j 2 = a 0 � 1 41 - =r- 9 W 2 cuix . W _j . - IX0 to W W 06 Uj V) 67 � to 0 >_ N W _j �_ 0 It- � U C4 V L-1 .-,00 R: (z Ld W Uj > �_ ';� > F- I'_; cr �: 0 0 Lu i- [n- 3: of 0 W > Of N - cr- Cr U �_ - 15' 44, . 81, PVC C-900 C �� 50 C14 N - NN 3: z cr cr W 2: P - 3: 47 Uj Fr �: M - 81, PVC C-900 CL-1 50 . W0VV ix = cr C1j'W _j rn + Uj - ro 0 W W:z a I = V 50 V 1W �_ 0 cr- Q: 3: = Cr N = 0 LU N � U.1 N = 0 3:: - i- le - C,4 � Bo y - . 10' I- 5' - - 22' 121 � V 00 C:) 0 . - C14 =O= 111 0 = a: Ln :3 cr � I , - - - a - - i - WTR 1 5'W OF CIL , - :3 -) X m - V 00 - Boy U - 00V 00 0 = r__ or C� of - X X V) REC WTR 15'E OF CIL Ln 0 U 0 X (P CD - �_ I'_ a- ,_ 8' - 0 It =:> U � in I LIMITS OF STREET LU r-- - :C Fr X :I: = 0 < = ,= < . < I-_ It N 0 I_,--p tn a- i,- 0 I.- N COX 0OX 0 >_ - Q 31: V) >_ LU . It = & = F- V)-= "Cr 1_ N 3: .WM <V)Oz a- 8a PVC C-960 % 2% 2% 1 V) V) :C - 3: to N V) V) >_ IMPROVEMENTS �- je Go ZE 3: = 0: = C,4 � :3=W �- =3 0 UJ 0 W 3:: C) I �-/ - I 1 7- V) F- ,Z V) �_ Ir- z _ (LD I- r.: X 1W Z_ Cr 1 " - � NN = x2cr =.z cz: U') cr =;z 0 = C'4 z oo <O� Ilv) . - 0 _j _j �_ 0+2 'T -W �-10-60 �_O= N�- I.- O'K I'_ N =3 a-- �_ be 00,;Zrix: 0< W > 0- -J-J 0-M M rn XWU rn M 0 REC WrR I WEC�OF CIL FUTURE . U.) R = 33: f- -X = 3: xco,� V 1W 0< C.D Cr =3 0: - (n 0 W W 0 . I V CDC UU :3 :3 X F- =3 X CO , -3: :3 X X R: - U a. �_ V Lu gj: - 23: i SIDEWALK �Lj .. . I CURB & ,�: o CO 2 W > 0 (L Z I.- Uj 0< 0 0 > Ld i_- _j of F-- > - -j Z . � CO C� On CO O<oo= C<uj CL 0< 0< Cr :3 = U0 XW< W I =0 : :� Cc� z 4 GUTTER V X �: Er V) 12- 0 0 U Onoaf < U-) CO (D �_ _j Cr Uj Cr (" . W V) N (AU1Z(ni_- 0 (n P CD < V) V) CD 0 U V%ncrux V N ZV)Ui 0-, fr 1_ C; < a: F-W W-i I.-_ 1. < F- a- aO V) Ul 0 ZV)W I-_ Uj �_ in in Ln 10� 02 X :3 = W U 00 - / += 00 + = I- a- O2 r"! LnN5z= im LnN =< VNX-= of v N Bic Cr 3: q-a�- - � 5z = cr- Ui f1i (_3 =C =: a; r__ V1110100 =3 N > = n- 3-C �- N V) V) R: a . :2 if > � W CO wwoo o BO ZO CO = F- Cr F- a- __ M C13 �- , rn M i- V 00 On W= CP M, 01 r1r) N = (" rn = = ILD r; �- r._�_j X X r.- 01 0 > + _j � CrT -Uj F-- . WATER "; C4 0 q0 00 - LL LL :3 Uj _ *Is Cr V) : �T 0 + + to- - f� ,- /-, C-) _j F- 11. rf) I =3 - - . 1`10 r- C� O,w 00 Ui r4 C-) co 00 rZ 00 �: I-_ a_ LO CY) V) + +Lj + + + LLIQ_ 00 0 3:: NI, - : r__ a) to , 7) + + = r- -- a -�- 00 = = = , r- C%.j =3 0 C) N U 111 I-_ W 0 . �w (D 0 �_ a to O-1 _j X X (,_ V) i.- a L0 W LU ff -D j 2 2 -,j �r- 00 + += F - C14 CN 00 CO 00 N N C,4 ( - > .wz X . � - � + + - - LL U_ LL + + - - + + Cr I-_ a_ c,.i N CO M i- -r- C000 , I jco� 0 a- C-) 0 W I STORM r- or) Zo b 0 + + - - (n&00 P-CP= 00 . N104 V CO �- 0 .1 . 0 CL : D%N . ,1, ro co i- r_-io_,, CO ;o 20 r___ - 1W co I-_ --- 00 co I-- . = _j Co I-- LZ . 7.0' oxtt V) 00 . 81, CMILMCIVIC CL-1 50 + U-010Z + Co . W DIG ALEP T . IT = �_ 3: 0 'W = . JL 1. JL EASTERN MUNICIPAL WATER DISTRICT NOTE: /;k-\ Iii-.- z + REC WTR 15'E OF CL O I C \T_1 7M FOR RCP STORM DRAIN . . .. �� 01 iiddAA 011 INFO REFER TO "STORM . I- X I Q T I JNJ G I SOUTHSHORE DRIVE STREET SECTION i DRAIN PLANS" FOR ' � CALL CIVIL rNG)NE�R OF SUBDIVISIONS D*ATTE I C 11� '' . . B E F 011 E INITIAL DATE I PLAN.: SOLITHSHORE DRIVE (PUBLIC) .R, V, � ' JVJ P D- ,R 0 UJIN D . . NTS YOU DIG! NOTE: 40 20 o 40 80 120 1 : PROJECT ENG. ! I P. 9 -f ljs A 7 6iiiiiill!1111111111111111MNG�_ I :. � . INI-0 REFER TO "STREET I . ! Df% . : . . - . UNDERDOVn%JUND' SERVICE ALERT - , IMP.& STORM DRAIN GRAPHIC SCALE 11L- 40'_ � Call at least 2 working days prior to excavating. PLANS"FOR TR 31629 , i . r - I . : . -_ - � NOTE: COUNTY OF RIVERSIDE SEAL -ENGINEER 620 FRIARS ROAD ; I.P.060047 I.D. U36-U35 . I : � . SAN DIEGO, CA 921 1 0 ! WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT % . 619.291.0707 . � COUNTY OF RIVERSIDE � - j i I f ESS1 I ,?,Fit t b S /04' .. 1 -33 , S.A. 41 NOT COMMENCE UNTIL AN ENCROACHMENT - emy APPROVED BY: 1% W, (FAX)619.291.4165 rickenginsering.com RIV.CO.B.M M-14-631IN THE TEE DING PERMIT HAS BEEN .4q'-' 0 - F,?, 1% . ENGINEERIN COM I INTERSECTRA OF NEWPORT RD. W.O. 11582 V '. L. , <t,% - - :.1 84 *_ San Diego Mverside Sacramento Orange Phoenix Tucson & LINDENBERGER RD.! A ?IRON ISSUED. � ; TRACT NO. 30422-2 �p 'k- ;( 6,- PIPE & TAG MARKEDICOUNTY IN I 1�1 ?n- ON C.O. 1 HE DIRECTION OF: . THE PRIVATE ENGINEER SIGNING THESE PLANS IS tx" C-9 M SEWER, WATER & RECYCLED WATER RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.*12-31-08 S-IT VQ 7 U-J, No.C27678 "I 1984 ELEV.0 1425.301 . - - 04 116 . DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE APPR. DATE * ALAN D.FRENCH DATE: * Exp.3/31/08 * It A & M. PLAN AND PROFILE IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY P�, .. CIVIL I - - - jW SHT- 36 OF 39 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE %5��. cjvj�, ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS IVA ROGER LL R.C.E. 27678 I -- I Ir .� .0? 11 WIALE- SOUTHSHORE DRIVE (PUBLIC) 9(17 U W ION AND REVISING THE PLANS FOR " 01- CAO� /0A - .- pq OF C k0i - -31-08 1 //= 41 a UNTY. DESIGNED BY: CPE DRAWN BY: MRD/NZ CHECKED BY:RLB ATE: DATE: d*?_ REGISTRATION EXPIRES 3 1 H.- 111=4-01 V: - ID- .3 (0 () -Z 0 __ - -------.L - - - - LV IN C'J C14 GO - In 0- ir 6 �- 1� U , . .9 U9 -� r, 8 rq @ . -14590\phose-2\se�er-woterl,4590ph2sw36.dgn .. , I i - 1 , P F I .- f, � I ,i�ln ,,j s I R an f- I a y 20 0 () \ wnrli r, nac a \ ,)r r, I a c, t 5 \rnc - v 7 - s t .1 s - 50 \ I 1) I a t \ r o! c��D, pari 4N 145 , __t______ - ... I - ------ - .". _ ..... ........ .... ........ I ........ ........ 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DATE BY MARK IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER ION AND REVISING THE PLANS FOR - ' - I DESIGNED BY: CPE - R,\d-14590\phoSe-2\se.er-.oter\4590ph2sw37.dgn I - 1 ... � I—- ._I,,_ - . - 11. 1-1-1 7 .. �n\ ! - DATE INITIAL DATE Ir. a .flzsk -) REVISIONS DRAWN BY: MRD/NZ CHECKED BY:RLB ! � I )FESS1 -0 IV 0 D. %V E IT N . 45702 EXP. 12-31-08 APPR. DATE _�x * 'I- Jil, CI v 1\1 If 0,- CA'%_\V11'- I /;k\ jig-., Z . �00 __/ \w . . .PLAN: SOUTHSHORE DRIVE (PUBLIC) . 40 20 0 40 80 120 111116_0�� . � � GRAPHIC SCALE I"- 401 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: I ,,,,i ,fillf It LAN D.FRENCH S -/Sw -Otj ? DATE: /41A 5.4 - 0 7 E. 8 . 8 cc + CO) -r- I CV) UJI Ill 11MI Z X .i.. U) .j X LU 0 LU I--- U) 4 2 AL-LNUINL K . . 5620 FRIARS ROAD . SAN DIEGO, CA 921 1 0 . .. 619.291.0707 ;. ,OFESS// ENGINEERING (FAX)619.291.4165 rickengineering.com RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION OF NEWPORT RD. L. IM11111111111111111 � & LINDENBERGER RD. A 19RON k� . San Diego Itiverside Sacramento Orange Phoenix Tucson PIPE & TAG MARKED COUNTY IN _� C.0 HE DIRECTION OF: CAP WELL MON. &Ai No.C27678 w- rn _rn --b . 1984 ELEV.= 1425.301 * Exp.3/31/08 * &� a �61�am )�',h CIVIL OF C 41'1*7- � R.C.E. 27678 WD - 3-31-08 . � SCALE - - DATE: REGISTRATION EXPIRES _ H: __12 _40' V.- 1 1�_ 41 CENTERLINE DATA NO. . DELTA OR BRG. RADIUS LENGTH REMARKS (�D A= 5- 49'03" 999. 99" 1 01 . 53" . . ,(:I) NO' 44' 1 2" E I 1 577.95.1 1 1 WATER DATA . . NO. DELTA OR BRG. RADIUS LENGTH. REMARKS . . 0 A= 5- 49'03" 984. 99' . . 1 00. 01 ` . . . . . - 0 , NO' 4411211E I 1 577.941 . 1 r I RECYCLED WATER DATA . NO. DELTA OR BORG. RADIUS LENGTH . . REMARKS '_ 0 A= 5* 49' 03" 1 01 4. 99' .103.051 I . . . - @ . NO' 44'1 2"E - I , 'I . I .577. 95' . I . N I I . . N N N 00 . r . . I . . I � Ir Ln ' ' 0- I.P. 060047 1 . D;. U36 - U35 r . COUNTY OF RIVERSIDE - . - (rcs . S. 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WrR WE OF CT dq 0 Vc> . =C �_ Nino"n Xa- + U") U_ to Go &'CML&W&CMC REC WTR CL-1 50,15' E OF CL DIG ALEP IT WATER/SEWER/RECYCLED WATER APPROVED BY: JL %, JL EASTERN MUNICIPAL WATER DISTRICT TM C3 CAU CIVIL(OG14ER OF SUBDIVISIONS DATE Dr BEFORE INITIAL DATE Ivu UIV! 1-800-227-2600 ID f% UNDERGIVIIJUND SERVICE -A-lERT Call at least 2 working days prior to excavating. APPROVALS PROJECT ENG. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK ENGINEER I DESIGNED BY: CPE 0 0 0 Go 01 0 I- Uj �N 04 . lqr CJ . 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WrR I&E OF CL PLAN: SOUTHSHORE DRIVE(PUBLIC) An I)r% n At) AO 10f) NOTE: FOR STORM DRAIN INFO REFER TO "STORM DRAIN PLANS"FOR TR 30422-3 GRAPHIC SCALE 11' 40' 81, PVC C-900 CLA 50 U L Lf WTR 15'W OF CL -f R _A C, -f I_;z M =C %..0 _j W Z) W G_ r1) I in Min U-) =: 06 3: X cr_ I X >C W 0 Ul) T Wa. 0 Zri q;t U-) 1� 0 C� W C� 0 04 0 N + + rr) Go rn ZD EXIST' 12" PVC RECYCLED WATER PER D-33668 CENTERLINE DATA NO. DELTA OR BnOLS". RADIUS LENGTH REMARKS (I) NO-44'12"E 82. 79' kr,6_�% IA=6*57'32" 850. 00' 103.24' 1 JA= 25- 2ro'52" 849.991 377.521 C-4) IN19' 13132"E 94.79/ WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS NO*44'12"E 82. 79' IA=6'57'3211 835. 00' 101 . 41 ' A= 25* 26" 52" 864. 99' 384. 1 81f N1 9- 13' 32*11 E 36.80' 5. N30 16" 28"W 9. 14' N1 9613'32"E 25.82, 4 f R/W PER TRACT 30422-1 . . . . . . . . . . . . 5 7+ 4-97 rni i..Tw- 38+59.00 TRES LAGOS DRIVE HOT TAP EXIST 36" W/L WITH 36"x8" SADDLED OUTLET CONNECTION W/ 8" FxH RSGV BY EMWD AT DEVELOPERS EXPENSE. INSTALL FxH ADAPTOR, T' CORP. STOP, RESTRAIN ALL JOINTS AS REQUIRED 37+57.99 CL SOUTHSHORE DRIVE= 00 38+75.53 CL TRES LAGOS DRIVE z f 37+74.74 SOUTHSHORE DRIVE 0 38+94.68 TRES LAGOS DRIVE EXIST: 12"x12"X8" FLG'D TEE Lj ad o F 0 CL LU 3: 12" FxH RSGV (E) 00 0 to Go U 12" FxH ADAPTOR (W) in (D M LU 7�% 8" FxH RSGV (S), PER D-33668 rq % EXIST 27" SEWER V) CL ro + X > I , . -33668 Cr v LU 0 rn Lu< % PER D U3 % XIST 8" PVC REC WTR .%3 %4% PER TRACT 30422-1, D-30362 z to N cr_ cn 0 EXIST 36",CML&W WTR rf2 ui V in PER TRACT 30422-1, D-30362 00>0 0 )0 Go 0 rn F- 1419 a- 0, TRACT 30422-1 STREET �D to Ld Cr_ < IMPROVEMENTS ro Ix I-_ 0=1 TPArT qTPPPT F_ PZ.4 IMPROVEMENTS BI, PVC C-900 CL-150 _f R 'A REC.'Vv7R VARIES E OF CLI C A - 0 -f 2 2 VARIES FROM 36+63.20 TO TIE-IN @ 36+88.39 SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 20 FRIARS ROAD BENCH MARK: SAN DIEGO, CA 92110 ,or, -'ESS1 TRANSPORTATION DEPARTMENT ESS/6% 09.291.0707 APPROVED BY: I I (FAX)619.291.4165 RIV. CO. B.M. M- 14-63 IN THE TEE 0. Fig "kL" No. 45702 Exp. 12-31-08 APPR. DATE ATAN D.FRENCH DATE: REVISIONS clvl\� OF CA0� DRAWN BY: MRD/NZ CHECKED BY:RLB IRECOMMENDED BY 'BUREAU VERITAS DATE: L OMPAN Y r1CKe a6;6666G. IN I ERSEC 110141 Ur -MLIfrUK I KU. el & LINDENBERGER RD. A 1"IRON Son Diego Mverside Sacramento Orange Phoenix Tucson PIPE & TAG MARKED COUNTY IN PREPARED UNDER THE DIRECTION OF: CAP WELL MON. M No.C27678 1984 ELEV.= 1425.301 Exp.3/31/08 CIVIL ROGER LEETA-LL R.C.E. 27678 SCALE. - OF C k0i DATE: 10*7 REGISTRATION EXPIRES 3-31-08 H: 11�_401 V: 1 "= 4' RECYCLED WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS NO-44'12"E 82.79' A= GO . 57'32" 865.00** 105. 06' A- 27- 19' 25" 834.99' 398. 20' 4 A= 1 28' 24" 834.99' 21.47' PER D-33668 N22634'29"E 62.87" PER D-33668 COUNTY OF RIVERSIDE TRACT NO. 30422-2 SCHEDULE '13" SEWER,WATER & RECYCLED WATER PLAN AND PROFILE SOUTHSHORE DRIVE (PUBLIC) I.P.060047 I.D. U36-U35 S.A. 41-33 W.O. 11582 C. 0. COORD 23-D-46 SHT. 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ED BY: I "" , ,;) I ", ,�) I REFER TO "STORM DR IN Drr . 2 b - . 472P2 DIG ALEal MUNICIPAL WATER DISTRICT LOT 6 . r! . . TM . . C3 . . . � . . (a I -Im ,. & - 4z 6 t6 -1 I . + . � C,ALL I IL tNG . INEER OF SUBDIVIS�ONS - DATE . -it PLAN: SEWER FROM MENIFEE ROAD TO FALL RIVER LANE . . . BEFORE . YOU DIG! . INITIAL DATE � 11! . � PROJECT ENG. F. 9 44J-167 . 40 20 0 40 1 80 120 . 1-800-227-2600 � T!9�_� - iiiiii . . UNDERGROUND SERVICE ALERT . I - . Call at least 2 working days prior to excavating. GRAPHIC SCALE 1` 40'r 1 ----I--- I ____ --I - . . . NOTE: . COUNTY OF' RIVERSIDE SEAL -ENGINEER S620'FRIARS ROAD . SAN DIEGO, CA 921 1 0 . WORK CONTAINED WITHIN THESE PLANS SHALL � rfrSS/ I . TRANSPORTATION DEPARTMENT 19,of ESS,// 619.291.0707 . NOT COMMENCE UNTI . T . APPROVED BY: - V)61 9.291.4165 RIV. CO. B.M.M-14-63 IN THE TEE DING PERMIT HAS BEEN 1% ( <.N3 L. - rlckengineering.com INTERSECTION OF NEWPORT RD. 0 ip a el San Diego Riverside Sacramento Orange Phoenix Tucson & LINDENBERGER RD. A 1"IRON ;�, ,�� ISSUED. 47 " , ri *_ �A& 1P PIPE & TAG MARKED COUNTY IN :Is 1�1 ?n- Ir .�, - CAP WELL MON. No.45702 HE DI N OF: THE PRIVATE ENGINEER SIGNING THESE PLANS IS % CD M RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp 12-31-08 1 07 W-j No.C27678 _rn 1984 ELEV.= 1425.301 co 20 DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE " * ALAN D.FRENCH DATE: * Exp.3/31/08 * IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY - _�x .A - Q&& APPROVAL OR DURING CONSTRUCTION, THE PRIVATE %S>, C1 V 1�1 CIVIL N ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS 41- e ., - R.C.E. 27678 ALE. - ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR _j ,, O,F-- CAI_\� MA& - �7 OF C i DATE: - 1 DESIGNED BY: ' CPE DRAWN BY: MRD/NZ CHECKED BY:RLB I DATE: I 4 ADI) - REGISTRATION EXPIRES 3-31-08 . rH., 111=40, V : 1"=A' Rs\d-14590\phcse-2\sewer-wcter\4590ph2sw39.dgn \\srv-rlbl\RfckStan-Jords\Bentley-2006\workSDOCO\13rojerts\rec-�7-st(Js-SD\tc)lot\colcmi). pan ::::: .: ... :. ....:: I ::::: ::::::: :::::::: :::::::: :::::::: ........ :::::::: :::::::: .. , F "" . .......... ........ . , �_Ii - - n - . , " - ..-- - ........ ...... ....... ::::: -, ........ ........ ..... :::::::::::::::-::'�::::: ....... I ........ 1 ..... ::: ::::::: ........ f.- ... :::::::11%::::::: 34�::::::::::::::::�l::::::::i::::- ..... � ..... 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