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931-II - TR29837 9/11/2003 Street Improvement Plans Old Newport Rd,Briggs Rd,Merit Bay Dr,An w GENERAL NOTES GRAND AVE. CONS'`TRUCTION NOTES & QUANTITY ESTIMA. Tom_ . �,. 0 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, o AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE COUNTY OF � TRACT 29837 ITEM DESCRIPTION QUANTITY CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. SIMPSON RD. O CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6-C.F.) 2,405 L.F. ''HONE (909) 955-6885. - -- STREET y O CONSTRUCT x-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A 7,330 S.F. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. o ROVEMENT P NS 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION i i TRACTBMM , O CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A 25 EA. DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE j�•, I ' TRACT BOUNDARY �r�r�C-r� �� \f� �-10�� i / r , CONSTRUCT SIDEWALK PER RIV. CO. STD S 400 & 401 NO. 461 AND SUBSEQUENT AMENDMENTS. �� ! i 11w �r� r r Fj�1l 2183 4 40,783 S.F. O (SEE TYPICAL SECTIONS FOR WIDTHS) LA 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE 290 287 LOT 322 AREA = 328190 S.F. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT �'�s 1\J�r�\��r r r C,�P 1 m I ! { LOT 321 181 182 t 196 197 198 199 NO; f4 288 ��,286 285 , Q CONSTRUCT 0.25' A.C. PAVEMENT OVER .75' A.B. (CLASS II) ' FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC � ttl I ( 184 185 186 187 188 189 190 191 192 193 194 195 G.B. NO. F3 1�9 �R� 280 2 278 5 (INTERIOR STREETS A.C.= 5,907 TONS w L) �I j C.B NO (MVATE STREET) 00= 14. f 9 y6 282 281 Q ( ) A.B.= 9116 C.Y. 9• 2 217 USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL m I ? - 9 6 moo' 0.03 GAL./S.Y. PAINT BINDER 6.9 TONS F` SALT z L�, _; I , LOT 318 00= 5;1 �_ - . 0.05 GAL./S.Y. FOG SEAL 495,701 S.F. 11.6 TONS REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES F` G w �, 1 I , 0- ,� Q W O APPLY ASPHALTIC EMULSION AND/OR PERMITS MAY BE REQUIRED. 5. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAYING THE STREET, �� - - - I j �'� 43 175 174 173 SEE M 11 2' 161 13 , 201 1 276 N N � (7 CONSTRUCT CONCRETE ROLLEp CuRB & GUTTER PER DETAIL HEREON 16,631 L.F. _ I p t 179 178 177 176 172 164 163 162 J - - i ? ? QS 42 171 170 169 168 167 166 165 R5 29 292 293 294 295 296 275 C� � INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER WATER ELECTRlC GAS STORM DRAINS. NEWPORT ROAD .B. N0. E3 202 _ 8 REMOVE EXISTING DRAIN PIPE -I I O �p w 80 L.F. 6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH Q` 4t , 00= 230 39.4 CFS274 C7 w O GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD N0. 401 IF PROJECT i ��r� 40 410 p4.9 CFS pp= 4.4 14g 150 151 152 153 154 159 t� DWIN/ 2D3 �1 2gg �0= 22.8 CFS2 �N " K PER RIV. CO. STD. 212 3,282 L.F. EXPANSIVE SOILS ARE ENCOUNTERED. SITE r- O ° 78 147 148 (PRTv�h 155 1 231 229 204 m O CONSTRUCT 6 A.C..C. D E u (" f � e� 39 �� 3.6 CFS 302 ( ESME��7 178 L.F. 7• ASPHALTIC EMULSION FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN �•� ,E, � VEND( r r r\ I ! 4iQP 38 _� 232 205 10 INSTALL BARRICADE PER RIV. CO. STD. 810 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE � VICINITY MAP r r\fir 1\�1r i 1' 1 � �i�. s� 24 APPLIED AT A RATE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY . ASPHALTIC 00 I I ,�� 37 16 s E fS t 233 227 �2� A G 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 17 EA. EMULSION SHALL CONFORM TO SECTIONS 37, 39, & 94 OF THE STATE STANDARD SPECIFICATIONS. NOT TO SCALE144o O AI � 1 �° 36 49 75 � 79 145 143 142 100= 234 226 �.0 � 272 3,068 L.F. 8. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. T5S, R3W, SECTION 36 ! I 4" S 141 140 t39 _ 1. CFS ��207 304 5 1 = 1 1; 35 50 74 313 1 35 31"4"" 5 5 �O tub 303 271 N 12 CONSTRUCT EDGE OF PAVEMENT PER DETAIL HEREON //LOT LIST OF SPECIES: 34,�, 73 STORM Qf00= 36.3 CFS 134 2313 224 S' 204 306 v, co 13 REMOVE EXISTING FENCE 1,500 L.F. a. LIQUIDAMBAR STYRACIFLUA - LIQUIDAMBAR P N N I 1321 51 9 ' LA TI N G NOTES S NOm i 33 r 80 C.B. NO. E1 0= .5 CFS 133 237 210 = 25.3 C N W j b. PILAUS CANARIENSIS - CANARY ISLAND PINE CASH IN LIEU OF CONSTRUCTION PAID 1 ' ` h 52 7� 81 223 '� 307 qQI = 14.8 CFS x 15,000 L.F. c. PYRUS KAWAKAMI - EVERGREEN PEAR FAR UNDENBERGER ROAD P CONDITION I k t 32 h 53 71 5.4 CFS 3 INDEX MAP 13Nh, y138 222 211 ,� aR o 14 UTILITY TRENCH PER RIV. CO. STD S 817 & 818 CASE 1 ONLY 9. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING 50.TRANS.2. A CHECK FOR o ! 31 Q 82 ti 268 � SAWCUT AND REMOVE EXISTING PAVEMENT & JOIN WITH NEW PAVEMENT PLAN. ALL STREET TREES MALL BE LOCATED WAS DEPOSITED INTO AC I= i � 54 10! � 27.2 CFS NORhIRI L4KE WATER 131/1 239 221 � 212 G� � 15 PER DETAIL ON SHEET 18 26 L.F. WITHIN STREET RIGHT-OF-WAY, 1' FRG11 �20000-313Q1 230106 �I 69Q' ,Z�, 00 = 16.9 CFS SURFACE = 142A.ER /130 � C'B' �. G ° A 267 „ " , Q f y 1 �= 5.4 310 h LOT 323 16 CONSTRUCT 6 TO 8 C.F. TRANSITION PER RIV. CO. STD S 200 & 201 272 L.F. 10. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED PROPERTY UNE AND A MINIMUM OF 4 RecelPT it/o. Zt2¢-5 I t 68 " - _ 3.4 C 19 S ,n ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. t�1 m SCALE. 1 - 200 OD- • 1 4 266 FROM SIDEWALK OR CURB. �I � 28 57 67 � OUNE.4CFS t2 242 218 W 17 CONSTRUCT 0.10' MIN. A.C. O'VERLAY - 3,115 S.F. 11. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN `\1 CD # !!n� 243 43.2 C w „ 100I PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL IN LOCATIONS WHERE PARKWAY IS TOO 1 � ix I 27 58 66Asw i27 217 QIO = 25.1 CFS N= 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8 C.F.) 3,889 L F. OTHER TYPES OF LANDSCAPING IN THESE AREAS AND ALL LANDSCAPING ON ALL OTHER NARROW TO MEET THE ABOVE REQUIREMENTS 1_0 � W 87 0 100 200 400 600 800 244 265 N STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS L) '�11 I W; 26 59 65 92 7 CFS C B. NO D3 9.3 CFS 126 216 63 :a C7 1 F SHALL CONFORM „ STREET TREES MAY BE PLANTED A C'?I W 88 QJ.Q�- - W= C B•_ • Q10 = 5.8 CFS 245 215 262 CD w 19 5 TELEPHONE RISER TO BE ADJUSTED TO GRADE BY THE TELEPHONE COMPANY A. 0 ORM TO RIVERSIDE COUNTY STANDARDS RELATING TO THE ADMINISTRATION MINIMUM OF i INSIDE PRIVATE PROPERTY. L� 1 _ l 25 60 64 QIO- 58.0 CFS 3.0 CFS 00- 312 125Uj OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990. � �, WI yr . 89 311 0 910CFS 214 = F N 20 ADJUST EXISTING WATER VALVES TO GRADE t EA. 12. ANY PRIVATE DR:,INAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. LL t1, mi W 1 24 i 15 124 246 248 261 m AREA = 98126 S.F- BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE 0 = APPROXIMATE STREET TREE Q� Z W 161 62 63 9t 92 93 94 95 96 97 99 100 101 102 103 104105 116 117 118 119 120 121 122 249 213 i CONSTRUCT 0.30' A.C. PAVEMENT OVER .80' A.B. (CLASS 11) ' FACILITIES I LOCATION. NO STREET TREES SHALL BE I N 23 tPRt1'AtE STREET) 5 gO 123 247 21 _ A.C.= 2,i 20 TONS ES S IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. WI 3 (PRTI►ATE 316 OLD NEWPORT ROAD A.B.- 2,908 �.Y. 13. AS DETEPMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A PLANTED WITHIN 10 OF DRIVEWAYS 0 LA AREA = 47, OR CORNER CUT BACKS. ZI 22 Z § 22 CONSTRUCT 0.39 A.C. PAVEMENT OVER .80 A.B. (CLASS 11) A.C.= 1.345 TONS MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT 1 `� 10 9 1 1 4 Q 22. C • -. EE srTEET 113 1 2 a BRIGGS ROAD EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE SCALE: 1 '= 200' JI } 'ti`� 3 C S SHEET a C.B. N0. Al 255 13. CFS o A.B.= 1 42 C.Y. STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. MINIMUM SIZE OF STREET TREES TO ! 21 20 19 t8 1 17 16 15 114 3.5 CFS C 2 6 5 2. CFS 11 110 09 108 107 10'3 250 251 _ 1 4 256 257 258 QIO= mME AREA = 2,4,09 ; S.F. J 0 0 CAS 0 Q W 4.1 t �, I 00 11.6 CFS " 259 2so i � o �m 23 CONSTRUCT 0.30 A.C. PAVEMENT OVER .80 A.B. CLASS 11 A.C.= .521 TONS 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND BE PLANTED IS 15 GALLONS, OR 1" - - - -/ �' 24" STORM (RMN 1 12 11 00' "0 4 3 Z 1 Z 00- g C� H 7.5'W R C. BOX QIO= '- m O LINDENBERGER ROAD ( ) n DIAMETER STEM SIZE. _ __ LOT 319 Q10= 0= N N�� A.B.= 71 : C.Y. MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE SEE STAKING INSTRUCTIONS. - - -- ----- --- -- ---- -�-- N x CONSTRUCT 3' TRANS1110N FROM ROLLED CURB & GUTTER TO 6" CURB & GUTTER PER PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING C B. NO. 1 DOUBLE 3'H z 7.5��i--- --- --" 4'N x 8. -f�XE StORM DRAi�! uNE 'p' �``: 4'H x 7.5'W R.C. BO - m� 24 174 L.F. PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT TRACT BOUT+ 1 00= 1 UNE 'C' 3.9 CFS QLtJ9= 105.2 CFS TRACT BOUNDARY 169.1 CFS R.C.F.C.D. (ATG. N0. 4-800 oo O DETAIL HEREON. BY THE COUNTY. L -CENC) 9 1.4 cF5 25 CFS Cllp= 65.8 CFS LOT 324 QIO- 99.3 CFS PLEASANT OLD N EWPORT ROAD TROT BOUNDARY 25 CONSTRUCT TYPE "D" CURB PER RIV. CO. STD. 204 (6" C.F.) 516 L.F. 15. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN 1 ACRE MUST OBTAIN A NATIONAL ,,, OLD NEWPORT ROAD CLEAR OLD NEWPORT ROAD VIEW LANE SEE SHEET 4 LOT 323 " TBH - TOP OF BULKHEAD SEE SHEET 2 LAKE LANE SEE SHEET 15 CONSTRUCT CURB OUTLET PER RIV. CO. STD. 308. MODIFY TO FLAT BOTTOM, WITH 5 1 EA. POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE TC - TOP OF CURB ELEVATION 18' (TYP.) SEE SWEET 12 SEE SHEET 3 R/W 26 OPENING (8" CURB FACE OUTLET), PERPENDfCULAR TO CURB FACE AND USE A 3' Y- REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL R/W BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FL - FLOW LINE ELEVATION = w 20' ON WHISPERWOOD WAY 100 YEAR FLOOD PLAIN 5' PUBLIC I 15' PUBLIC TRANSITION Otj EACH SIDE. t� FS - FINISHED SURFACE ELEVATION z a ELEVATION = 1427.50 UTILITY AND MONITORING PLAN FOR THE SITE. " �' J " a EASEMENT ' 36° ' EASEMENT 29 REMC`!� tXiSTING A.C. PAVEMENT 97,535 S.F. UTILITY OT - ON TANGENT 2 1 r� 16. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL OC - ON CURVE 6 18 0 4 18 18 4 SI ZEET CENTERLINE MONUMLNTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. BVC - BEGIN VERTICAL CURVE 1 1 2" � 1 M 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. 404 (MODIFIED TO REMAIN IN R/ 20,335 S.F. 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND EVC - END VERTICAL CURVE " " c� Mqr 00 6 0 O 2 R=1/2 R=3 2� 0• 9• 0 2% MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, BCR - BEGIN CURB RETURN 3/8" AC LIP 1' AB ® EP --' G' -.Z�- 2� r0 21 ROADWAY EXCAVATION 24,000 C.Y. OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE ECR - END CURB RETURN a „ M `�qX• DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS BC - BEGIN CURVE_ " d. a.. 6 5 R=1/2 AC 2 I I 7 OR O 5 6 O OR 7 4 I ( INSTALL STREET LIGHTS PER RIV. CO. SIDS. N0. 1000 & 1001, AND PER COUNTY 64 EA. UNDER THE JURISDICTION OF THE DEVELOPER. EC - END CURVE 12 5 6 I I JOINT UTILITY TRENCH SIDEWALK TYPICALLY PROPOSED STREET LIGHT PLAN. , 18. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, - DIRECTION OF FLOW a ° , 6 „ � 7 1/2" ( I�sPER STD 817 & 818 N ONE SIDE OF STREET ONLY I ( TYPE "F" DELINEATORS 0 50' OC PER SIGNING & STRIPING PLANS 19 EA. DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE - CONSTRUCTION BUBBLE a a R 1 a a 6 AB L J CASE 1 ?SEE PLAN VIEW FOR LOCATION)L J THE! FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. T INSTALL STREET TREES PER RIVERSIDE COUNTY ORDINANCE 460.53 455 EA. 19. ALL UTIL ; LINE CROSSINGS SHOWN ON THESE PLANS ARE APPROXIMATE AND WILL REQUIRE �- CURVE DATA 3'-1" I TYPICAL STREE r SECTION JOINT UTILITY TRENCH VERIFICATION BY THE CONTRACTOR. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL C&G - CURB AND GUTTER kL r� ►� EDGE O i AVEM EN T DETAI PER STD 817 & 818 2 CASE 1 31 INSTALL 18" R.C.P. (2000-D) 236 L.F. POTHOLE AND VERIFY ALL EXISTING UTILITY LINE CROSSING WITH PROPOSED STORM DRAINS -• - STREET LIGHT �� E- R D CU TA NOT TO SCALE (PRIVATE STREETS) AND REPORT ANY DISCREPANCIES TO THE DESIGN CIVIL ENGINEER FOR RESOLUTION. FAILURE ��0 7 32 INSTALL 24" R.C.P. (2000-D) '25 L.F. TO DO SO WILL REMOVE ALL LIABILITY OF THE DESIGN CIVIL ENGINEER FOR kNY RECONSTRUCITON 4 � NOT TO SCALE �--� P V� CO. �M. 1 p -A-MODIFIED) THAT MAY OCCUR. 6. �� /� /`-� �- `2� 33 INSTALL 30" R.C.P. (1250-D) 379 L.F. 20. CONTRACTOR SHALL PROVIDE WATER TIGHT JOINTS FOR ALL STORM DRAIN PIPES DESIGNED FOR $In `� NOT TO SCALE - PRESSURE FLOW. 1�A� MERIT BAY DRIVE STA. 10+00.00 TO 11+95.96 COTTONWOOD COVE DRIVE STA. 10+00.00 TO 27+43.22 34 INSTALL 36" R.C.P. (1750-D) e 630 L.F. �� 3 ANGLER AVENUE STA. 7+94.62 TO 10+00.00 SALMON STREET STA. 10+00.00 TO 17+66.79 O - , 11=0 �I CATI ON S r/ R/W�i CONSTRUCT TRANSITION STRUCTURE N0. 2 PER C.F.C.G. STD. DWG. N0. IS 304 DOUBLE BOX 90'* ; R/W tAKESHORE LANE STA. 10+00.00 TO 32+58.87 BLUE WATER WAY STA. 10+00.00 TO 26+84.97 35 TO DOUBLE BOX) Y� L THICKNESS AND STEEL R NFORCEMENTS SHALL CONFORM )TO CALTRANS { 110' I - ARM SANDS DRIVE STA. 10+00.00 TO 21+48.77 BAY VIEW WAY STA. 10+00.00 TO 18+74.55 STD. DWG. NO. 81 USE SPAN 3660mm, HEIGH = 1830mm, 3.0 M COVER FROM TABLE 40 L.F. 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 7 f' 12'* 66' 12'* T.L=5.5, ASSUMED R-VALUE-30 36 CONSTRUCT 2.5' DEEP 1 j4 TON RIPRAP; L x W PER PLAN 38 C.Y. CONSTRUCT!ON SECTION AT (909) 955 6885 AT LEAST 48 HOURS IN O ADVANCE OF STARTING CONSTRUCTION. .-'-' + 20' 24' I1 9' 20, FUTURE IMPROVEMENTS ' 37 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C.D. STD, DWG. NO. MH 252 2 EA. MAINTAIN 6' 6' I BY OTHERS -- - CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO 25 �� I 25 5 6 P L PROFILE EXCAVATION OR TRENCHING. 6 GUTTER 27; -_ 27 2� 100' PER PLAN 38 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C.D. St. D*G. NO. MH 254 EA. GRADE --�- I 10 SO. CALIF. GAS COMPANY VIA U.S.A. 1-800-227-2600 095 �' 4 4 1 ANDSCA�PE: 12' 76' I 39 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. N0. 300, 18 EA. S0. CALIF. EDITON COMPANY VIA U.S.A. 1-800-227-2600 3 CURB 5 6 38 38' 6' 6' MODIFY PER DETAIL ON SHEET 19, LOCAL DEPRESSION PER STD. NO. 311 GENERAL TELEPHONE EDITON COMPANY VIA U.S.A. 1-800-227-2600 0 �� 8" C & G ON CLEAR LAKE LANE *DENOTES WIDTHS FOR ANGLER AVENUE 8" C & G ON CLEAR LAKE LANE 24' ' 5' EXISTING GROUND ' 40 INSTALL 6' HIGH CHAIN LINK FENCE NTH DOUBLE 6' WIDE GATE 340 L.F. FIELD CABLE VISION VIA U.S.A. 1-800-227-2600 �- TRANSITION & PLEASANT VIEW LANE TYPICAL STREET SECTION & PLEASANT VIEW LANE ; 2� IN 1, ��--�`-- 27 O PER R.C.F.C.D. STD. M 801 E.M.W.D. 909-928-3777 6 C & G ON ANGLER AVENUE 6 C & G ON ANGLER AVENUE 2� _ _ - - -I- CONSTRUCT DOUBLE BOX 3'Hx7.5'W PER C.r.C.D. STD. DWG. NO. BX 402; WALL THICKNESS DETAIL (PRIVATE STREETS) - -- -- - - - -- -�_� 42 AND STEEL REINFORCEMENTS ALL CONF RM TO CALTRANS STD. DWG. NO. D 81. (USE 272 L.F. RIVER�iOE COUNTY FLOOD CONTROL 909-955-1200 " NOT TO SCALE 24 PER RIV. CO�STD. N 0. 104-A pj N 30 22 g 12 2:1 "�? 2:1 25 0(�iN. ) SPAN= 2440mm, HEIGHT= 12 Omm, 3.Om CdvER FROM TABLE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS i 18 � 43 CONSTRUCT BOX INLET STRUCTURE PER DETAIL ON SHEET 21 1 EA. NOT TO SCALE TYPICAL STREET SECTION FOR 44 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG. N0. D 84 (H=2.1M, L=4.3M) i EA. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON ANGLER AVENUE STA. 10+00.00 TO 12+22.20 (NOTE: SIDEWALK TO MEANDER BRIGGS ROAD THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF CLEAR LAKE LANE STA 10+00.00 TO 11+95.96 PER PLAN VIEW. IN ALL CASES 45 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD DWG. N0. D 90 (H=1.9M, L=3.8M) 1 EA. OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. PLEASANT VIEW STA. 10+00.00 TO 11+96.00 EXIST. PROP. WALK TO REMAIN IN STREW R/W. (COUNTY MAINTAINED) ' THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT T.I.=5.5, ASSUMED R-VALUE=30 R/W R/W 46 CONSTRUCT JUNCTION STRUCTURE, NO. 2 PER R.C.F.C.D. STD. DWG. NO. JS 227 3 EA. THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE CA3�7-IN UEU OF CONSTRUCTION PAID PER RIV_ CO, STD. N0. 191 PLANS, AND IS RESPONSIBLE FOR THE PROTE,`ON OF, AND ANY DAMAGE TO THESE LINES L 30' 3' FOR BRIGS ROAD IMPROVEMENTS TO C. NOT TO SCALE 47 CONSTRUCT JUNCTION STRUCTURE NO. 6 PER R.C.F.C.D. STD. DWG. NO. JS 231, 3 EA. OR STRUCTURES. /L it R/W FUTURE -}� MODIFY PER DETAIL ON SHEET 21 P , A CHECK FOR 3�� WAS DEPOSITED CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 10, 66' IMPROVEMENTS INTO ACCOUNT - - STA. 10+00.0 D -V LUE 48 CONSTRUCT MANHOLE NO. 1 PER R.C.F C.D. STD. DWG. NO. MH 251 Z �A. REC'Ef�1 Na. 2224-5 T.I.=8.0 ASSUMED R-VALUE=30 CONSTRUCTION PRACTICES, CONSTRUCTION CONT^ACTOR WILL BE REQUIRED TO ASSUME I 7 LANDSCAPE 33' 33' BY OTHERS , LOOKING NORTH 49 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER STD. 306 2 EA. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PORTION OF EXISTING ' BUFFER , 11' 22' 22' 11, , R/W R/W goingCONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; E.M.W.D. EASEMENT TO-�-' 2% MIN. 13' 2' VARIES 5' PUBLIC �' 5' PUBLIC 50 CONSTRUCT 3' WIDE CROSS-GUTTER PER DETAIL ON SHEET 4 .66 L.F. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL BE VACATED 2:1 MAX. I 18 SHOULDER UTILITY , UTILITY - WCRKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, 2� �29� - -�--� �- + EASEMENT 40 EASEMENT 51 CONSTRUCT MANHOLE NO. 3 PER R.C.F.C.D. STD. DWG. NO. MH 253 1 EA. AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, 2" i 30 � _ I ' 4' 20' 20' 4'_'_ * QUANTITIES SHOWN HEREON ARE INSTALL CHAIN LINK FENCE PER R.C.F.C.D. STD. DWG. N0. M 801 MODIFY TO BE 4' HIGH AND REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. MIN. 31 f 21 6 o ?.1 M FOR PERMIT AND/OR BONDING 52 ( 1 114 L.F. sl J Mq' 00 10 10, 2 ATTACH 3 1/4" YELLOW REFLECTOR ON ALL VERTICAL FENCE POLES AND 36" ABOVE GROUND) ' 9 O,o r X 0 00 Op PURPOSES ONLY AND SHALL NOT THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR NOTE: SIDEWALK TO MEANDER F o �� G -- 2�--' T BE USED FOR BIDDING. CONTRACTOR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO s-- �--- MP ' 2'1 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C.D. PLANS 2 EA. NE PER PLAN VIEW. IN ALL CASES EXIST. 36" E.M.W.D. WATERMAIN 2� I I SHALL BIDETERMi COMPLETIE JOB. QUANTITIES CONSTRUCT 36" CMP RISER PER R.C.F.C.D. PLANS 3 EA. CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND WALK TO REMAIN IN STREET R/W. TO BE PROTECTED IN PLACE EXISTING GROUND I ( 7 5 3 7AND RESOLVED. TYPICAL STREET SECTION FOR I �-JOINT UTILITY TRENCH SIDEWALK TYPICALLY PROPOSED 4 I I INSTALL 24" RCP (200n D) PER R.C.F.C.D. PLANS 18 L.F. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR I I PER STD R'7 & 818 N ONE SIDE OF STREET ONLY I I UTILITY COMPANIES INVOLVED " -- LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE OLD NEWPORT ROAD L J CASE 1 SEE PLAN VIEW FOR LOCATION) L J INSTALL 30 RCP (1250-D) PER R.C.F.C.D. PLANS 57 L.F. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. Underground Service Alert TYPICAL STREET SECTION FOR VERIZON COMMUNICATIONS 9 (COUNTY MAINTAINED) JOINT UTILITY TRENCH 150 SOUTH JUANITA INSTALL 36" RCP (1750-D) PER R.C.F.C.D. PLANS 10 L.F. /� PER STD 817 & 818 HEMET, CA 92543 OWNER / DEVELOPER: a Call: TOLL FREE P� IV- CO_ STD_ N0. 103 WHISPERWOOD WAY CASE 1 (g09) g2g-g4g2 INSTALL 42" RCP (15000P) PER R.C.F.C.D. PLANS 75 L.F. SOUTHERN CALIFORNIA R-VALUE PER SOILS REPORT � -800 NOT TO SCALE (PRIVATE STREET) CONTACT PERSON: REBECCA STEWERT INDEX OF SHEETS: LAND MANAGEMENT, INC. NO. BY GEOSOILS, INC. 227-2600 STA. 87+00.56 TO 113+20.74 (PER RIV. CO. STD. N0- 104-A-MODIFIED) E.M.W.D AT&T �tOADBAND SOUTHERN CALIFORNIA GAS COMPANY C:)UTHERN CAUFORNIA EDISON I SHE ►Vu. DESCRIPTION 31676 RAILROAD CANYON ROAD rwo woRTCTttc oo .a T.I.=6.5 ASSUMED R-VALUE=30 NOT TO SCALE 2270 TRUMBLE ROAD 1581 COMMERCE STREET 1981 W. LUGONIA AVNUE 26100 MENIFEE ROAD I i TITLE SHEET DATED: �., PERRTS, CA 92570 CORONA CA 92880 REDLANDS CA 92374-9720 ROMOLAND CA 92o63 CANYON LAKE, CA 92587 BEFORE YOU v LOOKING EAST (90S) 246-1100 * FAX: (909) 246-1104 - STA. 10+00.00 TO 21 +53.62 (909) 928-377' EXT. 4431 (909) 549-3997 EXT. 108 (909) 335 7828 (909) 928 �3209 2-18 PLAN N T.I.=5.5 ASSUMED R-VALUE=30 CONTACT PERSON: ABE MENDOZA CONTACT PERSON: KEN HANSEN CONTACT PERSON: MICHAEL DESMARAIS CONTACT PERSON: Er, GRIFFIN i9-21 STORM DRAIN WORK CONTAINED WITHIN THESE PLANS BE CO 08 DIFfrAoY EX.WELL ANDADDREr.WAL1. NEW WELL 117 SEAL-COUNTY COUNTY ')F RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC. BENCHMARK: TRACT �98 7 IP 20074 SHEET h0. SHALL NOT COMMENCE UNTIL AN 1 0 - C C� S w FoR swALC t 7 S QROFESc'/�� TRANSPORTATION DEPARTMENT Q�OFESS/0 RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A i �� A. �, '�< p A, N9 11651 STERLING AVENUE, SUITE E COUNTY O F ' RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. 3 BE ADDED RETAINING WALLS ELECTRICAL pFVS-STAL G t �,o T F ��' ?�� Sc,�F RIVERSIDE CALIFORNIA 92503 IRON NEWPORT AG &MARKED COUNTY I RD. A 1" �P., �y� APP VED BY. ��`�� 9y c� (909) 785-5122 * FAX (909) 785-5180 IRON PIPc do TAG MARKED COUNTY IN CAP WELL MOW. SCHEDtlL.E "A" THE PP'VATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ! c� �c Z =' 2 Z ASSURING THE ACCURACY AND ACCEPTA�UTY OF THE DESIGN HEREON. Z ey 33950 W m A THE EVESITTHE OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/0L � .� /•�/i o: No. 25917 � 1984 ELEV.= 1425.301 STREET I M P R O /E M E N T PLANS z �/ * Exp. 12/31/05 * PARED BY: R.C.E. NO. 17 TITLE SHEET of 2 sHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE / s HA D A. AN RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND BY MAII A R. DATE 9 CIVi� ��P ATE sq CIVIC �P EXP. 12 31 05 SrF. COUh`TY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY �OF CA�� '� TFOF CA�1Ec'�� DATE' 9 -¢-off SEE PLAN N/A FOR: W.O. sm NOR— _ RECOMMENDED DATE CH RD A. SCIANNI H� V� SD. CAL. LAND MANAGEMENT, INC. File �10. - JN571/57 ' sip1 .,.MG/5 03/S:,)t?n GENERAL NOTES _GRAND AVE. CONSTRUCTION NOTES &� QUANTITY ESTIMAI L o 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, `t ITEM DESCRIPTION QUANTITY AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE COUNTY OF TRACT NO * 29837 CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. SIMPSON RD. (D CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6-C.F.) 2,405 L.F. 'HONE (909) 955-6885. -- STREET IMPROVEMENT P N 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. Q CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD`S 209 & 209A 7,330 S.F. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION Of I i TRACT , O CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A 25 EA. DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE ! 11iACT �IlNDAIZ"f r r r• i , r,,�-�T� r I �)\�� 1 r ��, �-EL 33 F j1 21B3 CONSTRUCT SIDEWALK PER RIV. CO. STD S 400 & 401 O 40,783 S.F. . 461 AND SUBSEQUENT AMENDMENTS. � � 11 � I i _- LOT 322 SEE TYPICAL SECTIONS FOR WIDTHS) 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE W 1 28 AREA = 328190 S.F. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT r'> �' rr r �P -1 LOT 321 182 196 197 198 199 288 ,286 185 r 181 183 184 185 1� 187 1� 189 190 191 192 193 F NO F4289 ,�9 C 4� C� 278 O (INTERIOR ETS A.C.0 PAVEMENT OVER .75 A.B. (CLASS II) A.C.- 5,907 TONS FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC s J lJ__) 1Jr r r G 194 195 w= 2 �Fs 283 282 281 2a�o Y79 Q ) A.B.= 911 C.Y. � tLl USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL �v m L) �I I C.B NO 24 45 (PRNATE STREET) 00= 9 s 9 �6 9� 2 277 REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES FF SALT z L~ -; I LOT 318 � 5.1 - °&QW �' t�� t- 0.03 GAL./S.Y. PAINT BINDER 6.9 TONS � O APPLY ASPHALTIC EMULSION 0.05 GAL./S.Y. FOG SEAL 495,701 S.F. 11.6 TONS AND/OR PERMITS MAY BE REQUIRED. G o I i ! 0 �� 201 216 = >- 5. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, 9 Ll �^ 1 t ?yam ' 175 174 173 sEE ME 11 2 162 161 S (n 7 CONSTRUCT CONCRETE ROLLEp CURB & GUTTER PER DETAIL HEREON 16,631 L.F. _ I Q 180 179 178 177 176 172 171 170 169 168 161 166 165 t� 1 5 291 275 N O INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. NEWPORT ROAD - - - - - I i �'' Q 42 B. N0. E3 - °'' 202 292 293 294 295 296 C� 6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH Q- 41 � _W � O REMOVE EXISTING DRAIN PIPE 80 L.F. 0 1 ' �, 41 4.9 CFS STp QI - 39.4 CFS 274 t.� �- GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF PROJECT I I �'� �� QIO 77 W- 4;4 149 15p 151 160 �3 29g QIO= 22.8 CFS N EXPANSIVE SOILS ARE ENCOUNTERED. 1 p E 0- 152 153 154 155 159 1 229 7 apt 300 2 SITE V) 0 78 147 148 (PRWAIE S1I �� (p= 231 Zp4 m O9 CONSTRUCT 6" A.C. DIKE PER RIV. CO. STD. 212 3,2$2 L.F. ca (' r• I Q 39 - 3 6 CFS 3p2 (PRIVATE STREET} 4 178 L.F. 7, ASPHALTIC EMULSION (_FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN c� •v�•r r ! ; �W �� 232 228 SEE SNE I VEND 10 INSTALL BARRICADE PER RIV. CO. STD. 810 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE VICINITY MAP rr r r��r�\�1r I\�r I 4 Q i� APPLIED AT A RATE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY . ASPHALTIC °° I f ,�� 37 �s}�76 s E 1 233 22 206 A G Z 1 EA. EMULSION SHALL CONFORM TO SECTIONS 37, 39, & 94 OF THE STATE STANDARD SPECIFICATIONS. NOT TO SCALE o ? 145 14# E f S �+ a 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 7 8. INSTALL STREET TREES IN ACCORDANCE WITH . 4 0 AND 4 . T5S, R3W, SECTION 36 I ( 49 75 79 143 t42 141 140 139 ! 1. CFS 234 226 A � Z07 304 272 O TH ORDINANCE NO 6 99 24' STORM 5 � Z LIST OF SPECIES: ! 35�` 50 74 1 35 208 303 Y71 N 12 CONSTRUCT EDGE OF PAVEMENT PER DETAIL HEREON 3,068 L,F. - - I LOT 321 313 1,500 L.F. a. LIQUIDAMBAR STYRACIFLUA - LIQUIDAMBAR n - - - I 34! 51 73 STORM QI00= 36.5 314 1 CFS '236 224� ''? 209 306 25.3 C 13 REMOVE EXISTING FENCE b. PINUS CANARIENSIS - CANARY ISLAND PINE PLAN TI N G NOTES CA SH IN LIEU OF CONSTRUCTION PAID I � �Q� 'r 52 7 � C 1 133 �, 237 223 �� 210 �1 � = 1 .8 CFS �X � 15 D00 LF. 32 81 l00= INDEX MAP �r '9 211 19 �"' 14 UTILITY TRENCH PER RIV. CO. STD S 817 & 818 CASE 1 ONLY c. PYRUS KAWAKAMI - EVERGREEN PEAR FOR LINDENRGER ROAD PER CONDITIAN 1 i 53 7 3.4 CFS 132 238 222 SAWCUT AND REMOVE EXISTING PAVEMENT & JOIN WITH NEW PAVEMENT 9. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING 50.TRANS.2. A CHECK FOR o l 31 R 82 Qf0= �s 3 �268 So PER DETAIL ON SHEET 18 PLAN ALL STREET TREES SHALL BE LOCATED WAS DEPOSITED INTO AC I z ( 54 70 83 272 CFS NORMAL LAKE WATER 131/��"`�' 239 Np 221 212 15 26 L.F WITHIN STREET RIGHT-OF-WAY, 1' FRG1I �I20000-3130100000- 3g106 I 55 69 Q ��. QIO = 16.9 CFS SURFACE = 1427.50' 130 'e. C�._ 5.4 C g. 267 LOT 323 „ " , 10. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED PROPERTY LINE AND A MINIMUM OF 4' j?ECE1P7- HO. ZZZ¢-5; Q1�- ; 2g 56 `'84 » - C •_ 1 �= 3.4 C 19 310 y 16 CONSTRUCT 6 TO 8 C.F. TRANSITION PER RIV. Cd. STD S 200 & 201, 272 L.F. ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. t1 00 ( �. � SCALE. 1 - 200 ao- t 4� � 266 Ln FROM SIDEWALK OR CURB. �� 1 ! 28 57 67 0 2.4 CFS 242 218 f- 17 CONSTRUCT 0.10' MIN. A.C. OVERLAY - 3,115 S.F. 11. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN ' " � UIR= 1 QIOf� 43.2 C w PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL IN LOCATIONS WHERE PARKWAY IS TOO 1 � �I f ( 27 58 66 S7 127 243 217 QIO = 25.1 CFS = 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8" C.F.) 3,889 L F. OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER NARROW TO MEET THE ABOVE REQUIREMENTS, 'LL� r' � O 100 200 400 600 800 2µ 265 vy O - STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS STREET TREES MAY BE PLANTED A U `� G71 W 26 59 65 _ 92 7 CFS C B. N0. D3 C - 9.3 CFS 126 216 63 ;< W 19 5' TELEPHONE RISER TO BE ADJUSTED TO GRADE BY THE TELEPHONE COMPANY FA.� SHALL CONFORM TO RIVERSIDEI - OD- • _ QIO - 5.8 CFS 245 215 C7 O COUNTY STANDARDS RELATING TO THE ADMINISTRATION MINIMUM OF i INSIDE PRIVATE PROPERTY. C� tY =# 25 60 64 Q10 - 0 CFS 0= 3.0 CFS 00- 312 125 262 W OF LANDSCAPE ENCROACHMENTS" DATED JUNE, 1990. �' to 89 311 5.3 CFS N ; EA. 12. ANY PRIVATE Dfi„,. �I' � Wl I ° QIO 214 � 20 ADJUST EXISTING WATER VALVES TO GRADE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR 'INFORMATION ONLY. L1, m1 W' 24 Z 115 124 246 248 261 m AREA = 98126 S.F BY 0 = APPROXIMATE STREET TREE Q� 61 62 63 93 94 95 96 97 gg 104105 116 A.C.= 2,120 TONS BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE ZI h I 91 92 99 100 101 102 103 117 118 t tg 120 121 122 249 213 CONSTRUCT 0.30' A.C. PAVEMENT OVER .80' A.B. (CLASS II) ' FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. LOCAl10N. NO STREET TREES MALL BE 23 ( `� 3� 5'NI BO 123 247 I 21 OLD NEWPORT ROAD PRIrATE 316 A.B.= 2,908 �.Y. PLANTED WITHIN 10' OF DRIVEWAYS QI LA E - ° __ .,.-1 S AREA = 47 9 7 S.F. 13. AS DETEP!�lNED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A OR CORNER CUT BACKS. Zl 22 Z CONSTRUCT 0.39' A.C. PAVEMENT OVER .80' A.B. (CLASS II) A.C.= 1.345 TONS MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EE st�EET N0. D1 ` 1 9 1 t 4 t 3 t 2 QI 22• C 0 22 BRIGGS ROAD EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE SCALE: 1"= 200' Jl I 'ti`� s SME 9 I10 Al 255 13 CIS A.B.= 1 42i' C.Y. STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. MINIMUM SIZE OF STREET TREES TO ! 21 20 19 tg 117 16 15 14 3.5 CFS 6 5 00= 2.Q CFS 11 110 109 108 107 106 250 251 256 257 258 QIO= AREA = 24 0c i S.F. BE PLANTED IS 15 GALLONS, OR 1" - - -- - �� 24' STORM DRAIN 1 0 f 2 i t 00= 4 0 3 Z i Z A ( I �- 1 ' 259 260 - 8• 'H 7. 'w R C. BOX = 11.6 CFS + o� 23 CONSTRUCT 0.30' A.C. PAVEMENT OVER .80' A.B. (CLASS 11) A.C.= 521 TONS 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND DIAMETER STEM SIZE. LOT 319 0 �, N LINDENBERGER ROAD A.B.= 71�? C.Y. MAINTAIN ALL CONSTRUCTION REGULATORY GUIDE AND WARNING SIGNS WITHIN THE �-�_^-�� - --�--- - _ x � SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING SEE STAKING INSTRUCTIONS. --------- ------ ------ --.--- _ N '� " PROJECT LIMITS AND ITS SURt� 1 DOUBLE 3'H x 7.5'TII ---"------ � x CONSTRUCT 3' TRANSITION FROM ROLLED CURB & GUTTER T0,6 CURB & GUTTER PER Tit CRY 4 H x 8. SEE STORM DRAB! LINE °A° -� �: 4'H x 7.5'w R.C.�c _- _ � 24 DETAIL HEREON. 174 L.F. PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT Q�W= 1 C LINE "C' 3.9 CFS QWr 105.2 CFS / TRACT BOUNDARY 169.1 CFS R.C.F.C.D. DwG. N0. 4-800 i i � BY THE COUNTY. �j9 1.4 CFI 2 5 CF5 Q10= 65.8 CFS LOT 324 RIO= 99.3 CFS PLEASANT TRACT BOUNDARY-LEGEND OLD NEWPOR� ROAD CLEAR VIEW LANE OLD NEWPORT ROAD LOT 323 25 CONSTRUCT TYPE "D" CURB PER RIV. CO. STD. 204 (6" C.F.) 516 L.F. 15. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN 1 ACRE MUST OBTAIN A NATIONAL W OLD NEWPORT ROAD SEE SHEET 4 " POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES PERMIT. OWNERS DEVELOPERS ARE TBH - TOP OF BULKHEAD a SEE SHEET 2 LAKE LANE SEE SHEET 15 O CONSTRUCT CURB OUTLET PER RIV. CO. STD. 308. MODIFY TO FLAT BOTTOM, WITH 5 1 EA. REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THESTATE WATER RESOURCES CONTROL TC - TOP OF CURB ELEVATION 18 (TYP.) SEE SWEET 12 SEE SHEET 3 R/W R/W 26 OPENING (8" CURB FACE @ OUTLET), PERPENDICULAR TO CURB FACE AND USE A 3' BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FL - FLOW LINE ELEVATION 20' ON WHISPERWOOD WAY 100 YEAR FLOOD PLAIN FS - FINISHED SURFACE ELEVATION Z 3 ELEVATION = 1427.50' UTILITY PUBLIC ( 44 15 PUBLIC TRANSITION ON EACH SIDE. UTILITY AND MONITORING PLAN FOR THE SITE. OT - ON TANGENT " " -' 2' " 1' Q EASEMENT ' EASEMENT 29 REMOVE EXISTING A.C. PAVEMENT 97,;;3r S.F. 16. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL OC - ON CURVE 6 18 8 4 18 18 4 STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. BVC - BEGIN VERTICAL CURVE 1 1 2" 2.7 , 7 I M 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. 404 (MODIFIED TO REMAIN IN RAW) 20,335 S.F. 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND EVC - END VERTICAL CURVE / ° „ c3' 'yqX. D*k. 1 00 2 y ' Z'BCR = BEGIN CURB RETURN R=1 2 R=3 2 �0' G9 7 . 24,000 C.Y. MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, " 1 AB 0 EP 2� -�- C. OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE 3/8 AC LIP M ° ROADWAY EXCAVATION DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS BCR - END CURB RETURN a „ ,�UNDER THE JURISDICTION OF THE D BC - BEGIN CURVE - -d- : ,,- - 6 15- R-1/2 AC 2 I ( 7 OR O1 5 6 �1 OR 7 4 I I INSTALL STREET LIGHTS PER RIV. CO. STDS. N0. 1000 & 1001, AND PER COUNTY � EA. DEVELOPER. _ I I STREET LIGHT PLAN. , EC - END CURVE 12„ -< JOINT UTILITY TRENCH SIDEWALK TYPICALLY PROPOSED I I 18. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, -- - DIRECTION OF FLOW - a ° - ' P:- " 7 1/2" 5 6 I -PER STD 817 & 818 N ONE SIDE OF STREET ONLY I I " " STRIPING PLANS 19 EA. DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE �- CONSTRUCTION BUBBLE , a R=1 a a 6 AB L J CASE 1 SEE PLAN VIEW FOR LOCATION)L J TYPE F DELINEATORS 0 5D OC PER SIGNING & THL FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. 0_ CURVE DATA �'"' TYPICAL STREET SECTION JOINT UTILITY TRENCH !NSTALL STREET TREES PER RIVERSIDE COUNTY ORDINANCE 460.53 455 EA. 19. ALL UTIL€ ; LINE CROSSINGS SHOWN ON THESE PLANS ARE APPROXIMATE AND WILL REQUIRE 3 -1 � EDGE 0�' PAVEMENT EN T DETAI -� PER STD 817 & 818 VERIFICATION BY THE CONTRACTOR. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL C&G - CURB AND GUTTER " R U R DETA NOT TO SCALE 12 CASE 1 31 INSTALL 18 R.C.P. (2000-D) 23�i L.F. POTHOLE AND VERIFY ALL EXISTING UTILITY LINE CROSSING WITH PROPOSED STORM DRAINS -- - STREET LIGHT ��,1�`` (PRIVATE STREETS) O - AND REPORT ANY DISCREPANCIES TO THE DESIGN CIVIL ENGINEER FOR RESOLUTION. FAILURE / of 4 7 32 INSTALL 24" R.C.P. (2000-D) "25 L.F. TO DO SO WILL REMOVE ALL LIABILITY OF THE DESIGN CIVIL ENGINEER FOR kNY RECONSTRUCITON � NOT TO SCALE c��w � P_ER RIV. CO. STD._ N O. 1.05-A-MODIFIED) " THAT MAY OCCUR. �� 6'0/ ? 2 - /-�, Z 33 INSTALL 30 R.C.P. (1250-D) 379 L.F. 20. CONTRACTOR SHALL PROVIDE WATER TIGHT JOINTS FOR ALL STORM DRAIN PIPES DESIGNED FOR 51 7 ? L7 NOT TO SCALE PRESSURE FLOW. 3� 1RA� t ) �' G MERIT BAY DRIVE STA. 10+00.00 TO 11+95.96 COTTONWOOD COVE DRIVE STA. 10+00.00 TO 27+43.22 34 INSTALL 36" R.C.P. (1750-D) w 630 L.F. ANGLER AVENUE STA. 7+94.62 TO 10+00.00 SALMON STREET STA. 10+00.00 TO 17+66.79 - 01�E�CATI ON R/W - 90'* R/W LAKESHORE LANE STA. 10+00.00 TO 32+58.87 BLUE WATER WAY STA. 10+00.00 TO 26+84.97 CONSTRUCT TR SITION STRUCTURE N0. 2 PER C.F.C.G. STD. DWG. N0. TS 304 DOUBLE BOX =' •r I , ARM SANDS DRIVE STA. 100.0 T TO 218. 8.77 BAY VIEW WAY STA. 10+00.00 TO 18+74.55 35 TO DOUBLE B0 W LL THICKNESS AND STEEL R NFORCEMENTS SHALL CONFORM PTO CAETRANS 40 L.F. 11 O I j STD. DWG. N0. 81 USE SPAN= 3660mm, HEIGH = 1830mm, 3.0 M COVER FROM TABU 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT T.I.=5.5 ASSUMED R-VALUE=30 CONSTRUCTION SECTION AT (909) 955-6885 AT LEAST 48 HOURS IN 7 f 112p* 66 �' 12'* 36 CONSTRUCT 2.5' DEEP 1/4 TON RIPRAP; L x W PER PLAN .38 C.Y. ADVANCE OF STARTING CONSTRUCTION. r �' 20 24 119 20 I , FUTURE IMPROVEMENTS ---__.� 37 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C.D. STD DWG. N0. MH 252 2 EA. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO �•' MAINTAIN 6' (I i 6' 11 P L BY OTHERS -- - EXCAVATION OR TRENCHING. 6'4 GUTTER I f 2y° 25 ,,� 25 5 6 2� , R/W PROFILE 38 CONSTRUCT MANHOLE N0. 4 PER R.C.F.C.D. St. DV4G. N0. MH 254 EA. S0. CALIF. _ ��`' GRADE '- 2�-•- L. 10 ' 100 PER PLAN O CO STRUC GAS COMPANY VIA U.S.A. 1-800 227-2600 - !ANDSCAPE CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. N0. 300, 18 EA. SO. CALIF. EDISON COMPANY VIA U.S.A. 1-800-227-2600 3' CURB 4 5 6 4 , 12 76 I 39 ' ' MODIFY PER DETAIL ON SHEET 19 LOCAL DEPRESSION PER STD. N0. 311 GENERAL TELEPHONE EDISON COMPANY VIA U.S.A. 1-800-227-2600 �, *DENOTES WIDTHS FOR ANGLER AVENUE " I ! Q 24' S' EXISTING GROUND 6 6 ' 40 INSTALL 6' HIGH CHAIN LINK FENCE WITH DOUBLE 6' WIDE GATE 340 L.F. ��- 8 C & A ON CLEAR LAKE LANE 8 C & G ON CLEAR LAKE LANE FIELD CABLE VISION VIA U.S.A. 1-800-227-2600 TRANSITION & PLEASANT VIEW LANE TYPICAL STREET SECTION & PLEASANT VIEW LANE ; 2' IN 1, I_J,- --- 2% O PER R.C.F.C.D. STD. M 801 E.M.W.D. 909-928-3777 6 C & G ON ANGLER AVENUE 6" C & G ON ANGLER AVENUE 29 �_ -� - -I- CONSTRUCT DOUBLE BOX 3'Hx7.5'W PER .C.F.C.D. STD. DWG. NO. BX 402; WALL THICKNESS RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 DETAIL (PRIVATE STREETS) = �'�_ , 42 AND STEEL REINFORCEMENTS ALL CONF RM TO CALTRANS STD. DWG. NO. D 81. (USE 272 L.F. >t NOT TO SCALE 24 P_ER_ _Rl V. CO. STD. N O. 104-A MIN 30 22 6 12 2:1 `�' 2:1 25 0(MIN. ) SPAN= 2440mm, HEIGHT= 12 Omm, 3.Om COVER FROM TABLE PRIVATE, ENGINEERS NOTICE TO CONTRACTORS i 18 43 CONSTRUCT BOX INLET STRUCTURE PER DETAIL ON SHEET 21 1 EA. NOT TO SCALE TYPICAL STREET SECTION FOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON ANGLER AVENUE STA 10+00.00 TO 12+22.20 NOTE: SIDEWALK TO MEANDER 44 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG. NO. D 84 (H=2.1M, L=4.3M) 1 EA_ THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF CLEAR LAKE LANE STA. 10+00.00 TO 11+95.96 PER PLAN VIEW. IN ALL CASES BRIGGS ROAD 45 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD DWG. N0. D 90 H-19M L=3.8M) 1 EA. PLEASANT VIEW STA. 10+00.00 TO 11+96.00 WALK TO REMAIN IN STREET R/W. O ( - OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. EXIST. PROP. (COUNTY MAINTAINED) THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT T.L=5.5, ASSUMED R-VALUE=30 R/W R/W KQ� ER RIV- CO. STA. NO, 101 46 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. JS 227 3 EA THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE CASH IN LIEU OF CONSTRUCTION PAID +- PLANS, AND IS RESPONSIBLE FOR THE PROTE,-'ON OF, AND ANY DAMAGE TO THESE LINES L_ 30' Sc FOR BRIGGS ROAD IMPROVEMENTS TO O CONSTRUCT JUNCTION STRUCTURE NO. 6 PER R.C.F.C.D. STD. DWG. NO. JS 231, 3 EA. OR STRUCTURES. P L A CHECK FOR 30, NOT TO SCALE 47 / i! R/W r FUTURE � WAS DEP C. DEPOSITED MODIFY PER DETAIL ON SHEET 21 , CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 10' 66' IMPROVEMENTS INTO ACCOUNT - - STA. 10+00.00 TO 23+18.61 48 CONSTRUCT MANHOLE NO. 1 PER R.GF.C.D. STD. DWG. NO. MH 251 2 EA. CONSTRUCTION PRACTICES, CONSTRUCTION CONT"ACTOR WILL BE REQUIRED TO ASSUME I 7 LANDSCAPE 33' 33, BY OTHERS fecelpr No. 2224-5 T.I.=8.0 ASSUMED R-VALUE=30 ' BUFFER , , LOOKING NORTH 49 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER STD. 306 2 EA. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PORTION OF EXISTING I 11 22 � 22 11 R/W R/W CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; E.M.W.D. EASEMENT T0� VARIES 5' PUBLIC 48' 5' PUBLIC 50 CONSTRUCT 3' WIDE CROSS-GUTTER PER DETAIL ON SHEET 4 .66 L.F. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL BE VACATED 2� MIN. I 18 � 13 SHOULDER UTILITY � I UTILITY AND WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES T0, DEFEND, INDEMNIFY, I I " �- - -2 °--� r EASEMENT 20, EASEMENT 51 CONSTRUCT MANHOLE N0. 3 PER R.C.F.C.D. STD. DWG. N0. MH 253 1 EA. D OLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY 2 30 ( 4 20 4 �C INSTALL CHAIN LINK FENCE PER R.C.F.C.D. STD. DWG. NO. M 801 MODIFY TO BE 4' HIGH AND 2 = 1 QUANTITIES SHOWN HEREON ARE REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. MIN. 31 t 21 6 ?'/ M FOR PERMIT AND/OR BONDING 52 ( 1,11 4 L.F. 9 �O,o Mq�f �00 1Q00 10DO 2� PURPOSES ONLY AND SHALL NOT ATTACH 3 1/4" YELLOW REFLECTOR ON ALL VERTICAL FENCE POLES AND 36" ABOVE GROUND) THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR NOTE: SIDEWALK TO MEANDER F o (1 �-�- T� BE USED FOR BIDDING. CONTRACTOR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO �- �- i- MP ' 2'1 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C.D. PLANS 2 EA. CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND WALK TO REMAIN IIN STREET R W. EXIST. 36" E.M.W.D. WATERMAIN EXISTING GROUND 21 I I 1 I AND BID SHALL EA COMPLETE B NE HIS OWN QUANTITIES CONSTRUCT 36" CMP RISER PER R.C.F.C.D. PLANS 3 EA. TO BE PROTECTED IN PLACE 7 5 7 RESOLVED. TYPICAL STREET SECTION FOR I JOINT UTILITY TRENCH SIDEWALK TYPICALLY PROPOSED 4 I I INSTALL 24" RCP (20f10 D) PER R.C.F.C.D. PLANS 18 L.F. l� CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR 1 1 PER STD R'.' & 818 N ONE SIDE OF STREET ONLY I I UTILITY COMPANIES INVOLVED " - .- rx LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE OLD NEWPORT ROAD L J CASE 1 SEE PLAN VIEW FOR LOCATION) L J INSTALL 30 RCP (1250-D) PER R.C.F.C.D. PLANS 57 L.F. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. Underground Service Alert (COUNTY MAINTAINED) TYPICAL STREET SECTION FOR JOINT UTILITY TRENCH 1V 01 SOU HJUANICA COMMUNICATIONS INSTALL 36" RCP (1750-D) PER R.C.F.C.D. PLANS 10 L.F. t1 OWNER / DEVELOPER: o Call: TOLL FREE WHISPERWOOD WAY PER 817 & 818 HEMET, C� 92543 INSTALL 42" RCP (1500- ) PER R.C.F.C.D. PLANS 75 L.F. PER RIV. CD- _ N0, 103 (909) 929-9492 Q SOUTHERN CALIFORNIA R-VALUE PER SOILS REPORT -800 NOT TO SCALE (PRIVATE STREET) CONTACT PERSON: REBECCA STEWERT JINDEX OF SHEETS: LAND MANAGEMENT INC. NO. BY GEOSOILS, INC. 227-2600 STA. 87+00.56 TO 113+20.74 (PEER RIV. COa STD° NO- 104- -MODIFIED) E.M.W.D AT&T BROADBAND SOUTHERN CALIFORNIA GAS COMPANY ;.^)UTHERN CALIFORNIA EDISON SHEET Nu. DESCRIP11ON N 31676 RAILROAD CANYON ROAD T.I.=6.5 ASSUMED R-VALUE=30 NOT TO SCALE 2270 TRUMBLE ROAD 1581 COMMERCE STREET 1981 W. LUGONIA AVNUE 26100 MENIFEE ROAD 1 TITLE SHEET DATED: Two WORKING DO`.a PERRIS CA 92570 CORONA, CA 92880 REDLANDS, CA 92374-9720 ROMOLAND CA 92o63 I CANYON LAKE, CA 92587 BEFORE YOU :, (905� 246-1100 * FAX: (909) 246-1104 - LOOICMIG EAST STA. 10+00.00 TO 21 +53.62 2-18 PLAN AND '' (909) 928-377' EXT. 4431 (909) 549-3997 EXT. 108 (909) 335-7828 (909) 92C �i209 T.I.=5.5 ASSUMED R-VALUE=30 CONTACT PERSON: ABE MENDOZA CONTACT PERSON: KEN HANSEN CONTACT PERSON: MICHAEL DESMARAIS CONTACT PERSON: Ef' GRIFFIN i9-21 STORM DRAIN WORK CONTAINED WITHIN THESE PLANS 8E ` 08 DFfTQoYEX.WEIL AND ADD RE7.WA�1. NEw WELL 17 SEAL-COUNTY COUNTY ',F RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC. BENCHMARK: TRACT Z� �..J7 P20074 SHEET NO. . N SHALL NOT COMMENCE UNTIL AN . 1 D - C C- S W oR SW/� LL Z, 7 S QROFES,7/ TRANSPORTATION DEPARTMENT PR N RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A ,�, OFESS/p COUNTY p RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. 3 15E ADDED RETAINING WALLS � EI-ECTRiCAL PFDESTAL G a �� O A vT < �O a a. S q� RIVER STERLING AVENUE, SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" � �� Fy App �p BY: � P� Ci F` RIVERSIDE, CALIFORNIA 92503 c, �`� 9 y IRON PIFE & TAG MARKED COUNTY IN CAP WELL MON. » THE PRI'JATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �? z yy Z (909) 785-5122 * FAX (909) 785-5180 SCHEDULE A ASSURING THE ACCURACY AND ACCEPTAMUTY OF THE DESIGN HEREON. at r`~` 2- z ay 33950 �„ No. 25917 m 1984 EI_EV.= 1425.301 S T R E Ert I M P R 0 E M E N T PLANS 21 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL Z ,t Exp. 6/30/0� * ' % Exp. 12/31/05 * 17 SHEET OF -$ OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE BY A A R. pgi'E �• `rq CIVIL �Q HA D A. AN ATE S PARED BY: R.C.E. NO OF SHE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 9 CIVIC �Q EXP. 12 31 05 SCAALE. REVISIONS .OF -11.03 TF c,�� 9_¢-o FOR: W.O. COUNTY cAvF° OF CALF . S DATE: H: SEE PLAN V: N/A SO. CAL. LAND MANAGEMENT, INC. FIL._ �10. REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI JN571/5;' sip1 .AVG/5--03/S:�t�n N., GENERAL NOTES GRAND AVE. CONSTRUCTION NOTES & QUANTITY ESTIMATES* 0 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, Q ITEM DESCRIPTION QUANTITY AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE COUNTY OF TRACT NOe 29837 CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. SIMPSON RD. 1O CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6"C.F.) 2,405 L.F. PHONE (909) 955-6885. O2 CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A 7,330 S.F. 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 0 STREET IMPROVEMENT PLANS o' 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION I i O3 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A 25 EA. DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE TRACT BOUNDARY ��,��vrJ �l\jl �� I TRACT BOUNDARY i r I r r r� r r r- r c- r c- � NO. 461 AND SUBSEQUENT AMENDMENTS. �l � 1 J I TRACT BOUNDARY P,/\R C r Pl\jl 2 JIB :2 4 CONSTRUCT SIDEWALK PER RIV. CO. STD S 400 & 401 40,783 S.F. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE P�� w I , e49 A03 CASK- 2� 317 290 288 287 286 LOT 322 O (SEE TYPICAL SECTIONS FOR WIDTHS) - RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT `,� j\jlr�\llr r r G`�` c� 1 �Z - GT LOT 321 t81 182 183 184 185 186 187 188 189 190 191 19P 193 1 CB.1NO. 38 199 C.B. N0. F4 289 9 DES 285�ES p CONSTRUCT 0.25' A.C. PAVEMENT OVER .75' A.B. (CLASS II) AREA 328,190 S.F. Iz tLl I (N L !E U C o L L E 194 195 Q100= 14.9 CFS ti� �N FS 280 279 218 5 A.C.= 5,907 TONS FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC ,� w �l C.B. NO. E4 (PRIVATE STREET 14.9 CFS 6 C 283 282 281 Q (INTERIOR STREETS) �v m L) I Fo1Z W a( QI00= 8.2 CFS 45 `' ) Q�j00= 9.6 FS 9 C , 91 284 277 0c° A.B. 9116 C.Y. USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL � -� ME � REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES FF SALT G w 1 I O10 = 5.1 FS o �- - --� N F' �� m 0.03 GAL./S.Y. PAINT BINDER 6.9 TONS AND/OR PERMITS MAY BE REQUIRED. �y� o �� 1 R E��I pT s339) 3 44 ��`� c 201 276 w O APPLY ASPHALTIC EMULSION 0.05 GAL. S.Y. FOG SEAL 495,701 S.F. 11.6 TONS L� L� ON 6-Z SEE SHE 11 2 T 161 � 2 a 5. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, J I �` v p �� 180 179 178 177 176 175 174 173 172 171 1 E 169 168 167 166 165 164 163 162 �5 GF5 291 275 N N a O7 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL HEREON 16,631 L.F. INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. NEWPORT ROAD - - - - - - OQ' Q 42 B. N0. E3 ��- 202 292 293 294 295 296 29 V' w m 7.9 CFS C.B. N0. E2 39.4 CFS 274 _O w 6. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH o ► ' � �� 41 � QI00 4.9 CFS 7.1 CF i 6 157 158 36 STORM 230 g100= O REMOVE EXISTING DRAIN PIPE 80 L.F. 1 0 �� 40 0 77 �0- 4.4 CFS 149 150 151 152 153 154 ' 203 _ 2 to GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD N0. 401 IF PROJECT C. N0. F2 159 i60 DRAIN 299 - 22.8 CFS T 3!8 O 78 155 5.8 CFS 15 231 229 301 300 Q10 9 CONSTRUCT 6" A.C. DIKE PER RIV. CO. STD. 212 3,282 L.F. EXPANSIVE SOILS ARE ENCOUNTERED. SITE 0 4 147 148 (PRIVATE STREET QI00= 204 m O ('" r I Q � 39 4 ) = 3.6 CFS 302 (PRIVATE STREET) 98 7• ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN c� r iv,rrJ r I ��QPQ 38 �o A'�` s R 232 22g 205 SEE SHE 7 10 INSTALL BARRICADE PER RIV. CO. STD. 810 178 L.F. DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE VICINITY MAP m r ASE J\jlr N r I P 37 f q`�s 76 '� SEE E -'24 STOR 233 227 206 A C,►. I VEND Z O APPLIED AT A RATE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY . ASPHALTIC NOT TO SCALE o� �FE? 145 144 E 15 S o 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 17 EA. EMULSION SHALL CONFORM TO SECTIONS 37, 39, & 94 OF THE STATE STANDARD SPECIFICATIONS. 1 36 49 75 79 143 142 141 140 QI00= 2.8 CFS 234 226 .O9 207 305 272 O T5S, R3W, SECTION 36 1 24" STORM DRAIN 139 4 = 1. CFS 36• STOR s �, 304 o Z 8. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE N0. 460 AND 499. I 35 �� 74 136 135 DRAIN 35 F m 12 CONSTRUCT EDGE OF PAVEMENT PER DETAIL HEREON 3,068 L.F. LIST OF SPECIES: _ _ _ _ _ I LOT 321 �� 0 50 313 314 225 0 208 303 271 � o O 34 73 36" STORM Q100= 36.3 CFS 134 9 236 y M 51 DRAIN 0 = 22.5 CFS 224 �� 209 306 w o M� 13 REMOVE EXISTING FENCE 1,500 L.F. a. LIQUIDAMBAR STYRACIFLUA - LIQUIDAMBAR PLANTING NOTES NOTE: I 33 Q� 80 <^ =Q100= 14.8 CFS N Q y� 52 7 C.B. N0. Et 133 �, 237 223 �� 210 �, J x b. PINUS CANARIENSIS - CANARY ISLAND PINE CASH IN LIEU OF CONSTRUC11oN PAID I ` q\Z-=27.'2 5.4 CFS INDEX MAP �s J 307 14 8 CFS o� ' c. PYRUS KAWAKAMI - EVERGREEN PEAR FOR UNDENBERGER ROAD PER CONDITION 1> 32 h�� 53 71 81 QI00 34 CFS 132�^ `�Y38 Y22 9 211 ,�� 'b 14 UTILITY TRENCH PER RIV. CO. STD S 817 & 818 CASE 1 ONLY 15,000 L.F. 50.TRANS.2. A CHECK FOR !/30,¢¢�o o `" oo SAWCUT AND REMOVE EXISTING PAVEMENT & JOIN WITH NEW PAVEMENT 9. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING lZ 3t 54 70,E '�' 82131 yF 239 221 � 308 �268 O ALL STREET TREES SHALL BE LOCATED WAS DEPOSITED INTO ACCOUNT ,� CFS �, 2t2 FS rn > 15 PER DETAIL ON SHEET 18 26 L.F. PLAN. 0 30 55 69 �1` 83 Ch0 = 16.9 CFS NORMAL LAKE WATER S C.B. NO. G2 2 ° O�G � - 267 Q WITHIN STREET RIGHT-OF-WAY, 1 FROM �20000-3130100000-230106 Qlm , Q � SURFACE = 1427.50' � = 5.4 CFS 5• � --� LOT 323 10. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ECE�P7' q/o. 222¢_5 I� 29 56 68 h 84 » C.B. N0. G1 �00_ 310 '� " PROPERTY LINE AND A MINIMUM OF 4 l O � ��' (� SCALE: 1 = 200 00= 3• 129 41Q10 - 3.4 C 219 ^� Q 16 CONSTRUCT 6 TO 8 C.F. TRANSITION PER RIV. CO. STD S 200 & 201 272 L.F. ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED IN THE FIELD. FROM SIDEWALK OR CURB. �o S 7 7 FOR c/ND�1J g )~ 28 57 67 85 Q10 - 2.4 CFS 242 218 �266 O 17 CONSTRUCT 0.10' MIN. A.C. OVERLAY 3115 S.F. 11. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN � 100' 86 UNE G" 128 i 243 Q10� 43.2 C �w O ' LLJ PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL IN LOCATIONS WHERE PARKWAY IS TOO -1 �.� wI 27 58 66 , 127 217 = 25.1 CFS = 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 8" C.F. 3,889 L.F. OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER NARROW TO MEET THE ABOVE REQUIREMENTS, 87 0 100 200' 400 600 800' Q6 - ttl � W � 244 264 265 N cn ( ) �l 1 w 26 59 65 C.B. N0. D3 QIOD= 9.3 CFS 126 216 STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS L) C100= 92.7 CFS C.B. N0. 63 63 •Q C� , STREET TREES MAY BE PLANTED A C7 w' 88 .9 CFS - 5.8 CFS w 19 5 TELEPHONE RISER TO BE ADJUSTED TO GRADE BY THE TELEPHONE COMPANY 1 EA. SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION L� �I = 58.0 CFS 00- 3.D CFS 4100= 8.5 CFS 312 OIO - 125 245 215 262 W _�w " MINIMUM OF 1 INSIDE PRIVATE PROPERTY. N 25 ° 60 64 89 O10 = 311 Q16 = - 5.3 CFS to OF LANDSCAPE ENCROACHMENTS DATED JUNE, 1990. �� WI 40 Z 124 246 214 261 20 ADJUST EXISTING WATER VALVES TO GRADE 4 EA. 12. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. "LT, MI w;4 24 94 95 96 97 104 105 115 116 248 m AREA = 98,126 S.F. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE 0 = APPROXIMATE STREET TREE Z w 61 62 63 90 91 92 93 98 99 100 101 102 103 0 117 118 121 122 249 213 CONSTRUCT 0.30' A.C. PAVEMENT OVER .80' A.B. CLASS II LOCATION. NO STREET TREES SHALL BE WI V) 0 23 (PRIVATE STREET) 5'W BO � 119 120 123 i 247 21 ( ) A.C.= 2,120 TONS FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. U 3 (PRIVATE ST E OLD NEWPORT ROAD , 1 � 316 A.B.= 2,908 C.Y. PLANTED WITHIN 10 OF DRIVEWAYS p LA E - RM RAI ° 18' STO M RAI N S M AREA = 47,907 S.F. 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A 1 �-- Z - OR CORNER CUT BACKS. Z 22 W M CONSTRUCT 0.39 A.C. PAVEMENT OVER .80 A.B. (CLASS II) MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EE SHEET 8 C.B. N0. D1 Z 10 g C.B. N0. B1 1 4 113 1 2 2 3 4 Q100= 22. CFS Z o 22 A.C.= 1,345 TONS EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE SCALE: 1"= 200' JI 'S`vo - 5.6 CFS 3.2 CFS S SHEET 9 255 BRIGGS ROAD MINIMUM SIZE OF STREET 1REES TO 1 21 20 19 18 � 17 16 15 14 ��- C.B. N0. D2 QI00= C.B. N0. 2 C.B. N0. Al 13• CFS o � A.B.= 1 420 C.Y. STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. o 10 = 3.5 CFS = 3 3 CFS 6 5 Q10 = 2.o CFS = 14.1 CFS111 110 109 1108 1107 1106 250 251 QI00= 19 4 CFs 256 251 258 QIO= m M o AREA = 24,098 S.F. BE PLANTED IS 15 GALLONS, OR 1" - - - - - �' 24' STORM DRAIN 13 i2 1 t ��= 2.0 CFS 4 3 Z 1 z Q�100= 8. CFS 4'H x 7.5'W R.C. BOX Q10 = 11.6 CFS 259 260 + it o %� 23 LNDE BERGER CONSTRUCT 3ROADC. PAVEMENT OVER .80 A.B. (CLASS II) A.C.= 521 TONS 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND DIAMETER STEM SIZE. LOT 319 �8• STORM DRAIN- - -�- � �'to_ A.B.= 714 C.Y. _.__. ._. ---_. .. - x b MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE - - -- -- - - -- - SEE STAKING INSTRUCTIONS. _ _ _ __ _ - " PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING C.B. NO. D1 DOUBLE 3'H x 7.5'W BOX 4'H x 8.5'W R.C. BOX • • X 24 CONSTRUCT 3 TRANSITION FROM ROLLED CURB & GUTTER TO 6 CURB & GUTTER PER TRACT BOUNDARY SEE STORM DRAIN PLANS LINE A 2,f STORM DRAIN 4H x 1.5W R.C. BOX mM 2.1 CFS�UNEC" QI00= 3.9 CFS RI00= 105.2 CFS TRACT BOUNDARY QI 169.1 CFS R.C.F.C.D. DWG. NO. 4-800 om DETAIL HEREON. 174 L.F. PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT ho= 1.4 CFS (� = 2.5 CFS Q>p = 65.8 CFS LOT 324 Qlp = 99.3 CFS PLEASANT TRACT BOUNDARY----"' �o " " BY THE COUNTY. LEGEND OLD NEWPORT ROAD25 CONSTRUCT TYPE D CURB PER RIV. CO. STD. 204 (6 C.F.) 516 L.F. 15. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN 1 ACRE MUST OBTAIN A NATIONAL w O1D NEWPOR�' ROAD CLEAR OLD NEWPORT ROAD VIEW LANE SEE SHEET 4 LOT 323 TBH - TOP OF BULKHEAD U SEE SHEET 2 LAKE LANE SEE SHEET 15 CONSTRUCT CURB OUTLET PER RIV. CO. STD. 308. MODIFY TO FLAT BOTTOM WITH 5 1 EA. POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE TC - TOP OF CURB ELEVATION � 18' (TYP.) SEE SHEET 12 SEE SHEET 3 26 " � , REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL R/W R/W OPENING (8 CURB FACE ® OUTLET), PERPENDICULAR TO CURB FACE AND USE A 3 FL - FLOW LINE ELEVATION � w 20' ON WHISPERWOOD WAY 100 YEAR FLOOD PLAIN 5' PUBLIC I 44' I 5' PUBLIC TRANSITION ON EACH SIDE. BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FS - FINISHED SURFACE ELEVATION � Z , a ELEVATION = 1427.50 UTILITY ' 1. ' UTILITY AND MONITORING PLAN FOR THE SITE. U J 2 1 0 36 OT - ON TANGENT " " ao EASEMENT 4' 18' 18' 4' EASEMENT 29 REMOVE EXISTING A.C. PAVEMENT 97,555 S.F. 16. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL OC - ON CURVE 6 18 STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. BVC - BEGIN VERTICAL CURVE 1 1 2 ?1 ,yqX 2% 000 1 996 7 /�o0 2% 2� MPX' 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. 404 (MODIFIED TO REMAIN IN R/W) 20,335 S.F. 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND EVC - END VERTICAL CURVE R=1/2" R=3" 1' AB ® EP �G' G 2% _ T _ . MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, BCR - BEGIN CURB RETURN 3/8" AC LIP N, C. 21 ROADWAY EXCAVATION 24,000 C.Y. OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE ECR - END CURB RETURN a R=1/2" MqDIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS BC - BEGIN CURVE 6 15" - AC 2 I I 7 OR O1 5 6 O1 OR 7 4 1 I X. INSTALL STREET LIGHTS PER RIV. CO. STDS. N0. 1000 & 1001, AND PER COUNTY 64 EA. UNDER THE JURISDICTION OF THE DEVELOPER. EC - END CURVE 12" 5 g I I I I STREET LIGHT PLAN. " ,,, JOINT UTILITY TRENCH SIDEWALK TYPICALLY PROPOSED 18. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, - DIRECTION OF FLOW _� e, R=1'�. 1" _ 6 7 1/2 1 1~�PER STD 817 & 818 9N ONE SIDE OF STREET ONLY I I TYPE "F" DELINEATORS 050' OC PER SIGNING & STRIPING PLANS 19 EA. DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE - CONSTRUCTION BUBBLE G u AB L J CASE 1 (SEE PLAN VIEW FOR LOCATION)L J THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. CURVE DATA 3'-1" EDGE OF PAVEMENT DETAI TYPICAL STREET SECTION JOINT UTILITY TRENCH INSTALL STREET TREES PER RIVERSIDE COUNTY ORDINANCE 460.53 455 EA. 19. ALL UTILITY LINE CROSSINGS SHOWN ON THESE PLANS ARE APPROXIMATE AND WILL REQUIRE �• ►� VERIFICATION BY THE CONTRACTOR. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL C&G - CURB AND GUTTER PER STD 817 & 818 POTHOLE AND VERIFY ALL EXISTING UTILITY LINE CROSSING WITH PROPOSED STORM DRAINS . - STREET LIGHT ��\0; ROLLED CURB & GUTTER DE TAI NOT TO SCALE 12 (PRIVATE STREETS) CASE 1 31 INSTALL 18" R.C.P. (2000-D) 236 L.F. AND REPORT ANY DISCREPANCIES TO THE DESIGN CIVIL ENGINEER FOR RESOLUTION. FAILURE G F�,O 7 32 INSTALL 24" R.C.P. (2000-D) 325 L.F. TO DO SO WILL REMOVE ALL LIABILITY OF THE DESIGN CIVIL ENGINEER FOR ANY RECONSTRUCITON NOT TO SCALE PER RIV. CO. STD. NO. 105-A-MODIFIED) THAT MAY OCCUR. 6~ 1' - 33 INSTALL 30" R.C.P. (1250-D) 379 L.F. 20. CONTRACTOR SHALL PROVIDE WATER TIGHT JOINTS FOR ALL STORM DRAIN PIPES DESIGNED FOR �51110 - NOT TO SCALE PRESSURE FLOW. jRA -= 1 MERIT BAY DRIVE STA. 10+00.00 TO 11+95.96 COTTONWOOD COVE DRIVE STA. 10+00.00 TO 27+43.22 34 INSTALL 36" R.C.P. (1750-D) 630 L.F. 3 - ANGLER AVENUE STA. 7+94.62 TO 10+00.00 SALMON STREET STA. 10+00.00 TO 17+66.79 NOTIFICATIONS R/W = ' '* R/W LAKESHORE LANE STA. 10+00.00 TO 32+58.87 BLUE WATER WAY STA. 10+00.00 TO 26+84.97 CONSTRUCT TRA�N SIl10N STRUCTURE N0. 2 PER R.C.F.C.D. STD. DWG. N0. TS 304 DOUBLE BOX 90 35 TO DOUBLE BOX) WA L THICKNESS AND STEEL REINFORCEMENTS SHALL CONFORM 0 CALTRANS WARM SANDS DRIVE STA. 10+00.00 TO 21+48.77 BAY VIEW WAY STA. 10+00.00 TO 18+74.55 D 40 L.F. 110 STD. DWG. NO. 81 USE SPAN= 3660mm, HEIGHT= 1830mm, 3.0 M COVER FROM TABLE 1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT ,* �* T.L=5.5, ASSUMED R-VALUE=30 CONSTRUCTION SECTION AT (909) 955-6885 AT LEAST 48 HOURS IN 7 12, �66 12 , ' 36 CONSTRUCT 2.5 DEEP 1/4 TON RIPRAP; L x W PER PLAN 38 C.Y. ADVANCE OF STARTING CONSTRUCTION. :� 20 24 9 91 20 , FUTURE IMPROVEMENTS MAINTAIN 6 6' P%L R BY OTHERS 37 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C.D. STD. DWG. NO. MH 252 2 EA. 2. CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITIES 48 HOURS PRIOR TO p 25 25 5 6 /W PROFILE 38 CONSTRUCT MANHOLE N0. 4 PER R.C.F.C.D. STD. DWG. N0. MH 254 1 EA. EXCAVATION OR TRENCHING. 15' GRADER 2--► % 2%- 2% 1� 10 ' 100' PER PLAN ' O SO. CALIF. GAS COMPANY VIA U.S.A. 1-800-227-2600 �� ' 4 , LANDSCAPE 12 76 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300, BUFFER 39 18 EA. S0. CALIF. EDITON COMPANY VIA U.S.A. 1-800-227-2600 GO 3' CURB 4 O 6 I I 38' 38' 6' 6' MODIFY PER DETAIL ON SHEET 19, LOCAL DEPRESSION PER STD. N0. 311 �c, 8" C & G ON CLEAR LAKE LANE *DENOTES WIDTHS FOR ANGLER AVENUE g" C & G ON CLEAR LAKE LANE GENERAL TELEPHONE EDITON COMPANY VIA U.S.A. 1-800-227-2600 .itiJ� 1 2% MIN. 24' 3' 5' 3' 2' EXISTING GROUND ' 40 INSTALL 6' HIGH CHAIN LINK FENCE WITH DOUBLE 6' WIDE GATE 340 L.F. �0 TRANSITION & PLEASANT VIEW LANE TYPICAL STREET SECTION & PLEASANT VIEW LANE , , � _ - O PER R.C.F.C.D. STD. M 801 FIELD CABLE VISION VIA U.S.A. 1-800-227-2600 6 C & G ON ANGLER AVENUE 6" C & G ON ANGLER AVENUE 2.1 ;M,q)( ' 2y 1 �-�_.Z 2% _ r E.M.W.D. 909-928-3777 DETAIL (PRIVATE STREETS) - --�- - _ -- -. .. .. __ _ - - - - CONSTRUCT DOUBLE BOX 3 Hx7.5 W PER R.C.F.C.D. STD. DWG. NO. BX 402; WALL THICKNESS RIVERSIDE COUNTY FLOOD CONTROL 909-955-1200 2„ AND STEEL REINFORCEMENT SHALL CONFORM TO CALTRANS STD. DWG. NO. D 81. (USE 272 L.F. sf NOT TO SCALE 24 PER RIV. CO. STD. N0. 104-A MIN 22 6 12 2:1 L 2:1 2% (MIN.) SPAN= 2440mm, HEIGHT= 1220mm, 3.Om COVER FROM TABLE PRIVATE ENGINEERS NOTICE TO CONTRACTORS I 30 18 25% (MAX.) 43 CONSTRUCT BOX INLET STRUCTURE PER DETAIL ON SHEET 21 1 EA. NOT TO SCALE TYPICAL STREET SECTION FOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON ANGLER AVENUE STA. 10+00.00 TO 12+22.20 NOTE: SIDEWALK TO MEANDER 44 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG. NO. D 84 (H=2.1M, L=4.3M) 1 EA. THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF CLEAR LAKE LANE STA. 10+00.00 TO 11+95.96 PER PLAN VIEW. IN ALL CASES BRIGGS ROAD PLEASANT VIEW STA. 10+00.00 TO 11+96.00 WALK TO REMAIN IN STREET R/W. 45 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG. NO. D 90 (H=1.9M, L=3.8M) 1 EA. OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. EXIST. PROP. (COUNTY MAINTAINED) THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT T.I.=5.5, ASSUMED R-VALUE=30 R/W R/W NO • 46 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. JS 227 3 EA. THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE CASH IN LIEU OF CONSTRUCTION PAID PER RIV. CO. STD. N0. 101 PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES 1 . 30' 3 FOR BRIGGS ROAD IMPROVEMENTS TO NOT TO SCALE 47 CONSTRUCT JUNCTION STRUCTURE NO. 6 PER R.C.F.C.D. STD. DWG. NO. JS 231, 3 EA. OR STRUCTURES. P/L R/W FUTURE �' A CHECK FOR 2150,446 WAS DEPOITED O MODIFY PER DETAIL ON SHEET 21 66' ' IMPROVEMENTS INTO ACCOUNT #20000-3130100000-230106 STA. 10+00.00 TO 23+18.61 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 1 7, I 10' , BY OTHERS RECE(P/' No. Z224-5 T.I.=8.0 ASSUMED R-VALUE=30 48 CONSTRUCT MANHOLE N0. 1 PER R.C.F.C.D. STD. DWG. N0. MH 251 2 EA. CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME LANDSCAPE 33 33 Fo2 (3 R I 6169 S c�1��,� LOOKING NORTH 49 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER STD. 306 2 EA. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ' BUFFER , 11' 22' 22' 11' ' PORTION OF EXISTING R/W / R/W CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; E.M.W.D. EASEMENT T0� 2%;'MIN. 13' 2' i VARIES 5' PUBLIC 48' 5' PUBLIC 50 CONSTRUCT 3' WIDE CROSS-GUTTER PER DETAIL ON SHEET 4 66 L.F. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL BE VACATED 2:1 MAX. I 18 2% 2% SHOULDER I J UTILITY 40� UTILITY O WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, DEFEND, INDEMNIFY, 0- 22L �- EASEMENT EASEMENT 51 CONSTRUCT MANHOLE NO. 3 PER R.C.F.C.D. STD. DWG. NO. MH 253 1 EA. AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, I I 2 30 = I I 4 201. 20 4' QUANTITIES SHOWN HEREON ARE REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. MIN. 31 } 21 6 9 Shop .-1 MqX 00 /Doo 1�0 2.1 MPx' FOR PERMIT AND/OR BONDING 52 ATTACH 3INSTALL H/4"AIN LINK FENCE REFLECTORSR.C.F.C.D. F C.D ON ALL . DWG. ANOEM 801 (MODIFY TO B ABOVEHIGH AND ) 1,114 L.F. 0 PURPOSES ONLY AND SHALL NOT THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR G 2% 2% T NOTE: SIDEWALK TO MEANDER � � y � MP • .� �' � � 2.•1 BE USED FOR BIDDING. CONTRACTOR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO PER PLAN VIEW. IN ALL CASES O"EXIST. 36" E.M.W.D. WATERMAIN 't '�qX. SHALL DETERMINE HIS OWN QUANTITIES CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C.D. PLANS 2 EA. CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND WALK TO REMAIN IN STREET R/W. TO BE PROTECTED IN PLACE EXISTING GROUND 1 1 7 5 6 7 4 1 1 AND BID A COMPLETE JOB. CONSTRUCT 36" CMP RISER PER R.C.F.C.D. PLANS 3 EA. RESOLVED. TYPICAL STREET SECTION FOR I �--JOINT UTILITY TRENCH SIDEWALK TYPICALLY PROPOSED 1 CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR I I PER STD 817 & 818 ON ONE SIDE OF STREET ONLY I I UTILITY COMPANIES INVOLVED INSTALL 24" RCP (2000-D) PER R.C.F.C.D. PLANS 18 L.F. LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE OLD NEWPORT ROAD L J CASE 1 (SEE PLAN VIEW FOR LOCATION) L J VERIZON COMMUNICATIONS INSTALL 30" RCP (1250-D) PER R.C.F.C.D. PLANS 57 L.F. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. Underground Service Alert (COUNTY UTILITY TRENCH TYPICAL STREET SECTION FOR (COUNTY MAINTAINED) 150 SOUTH JUANITA INSTALL 36" RCP (1750-D) PER R.C.F.C.D. PLANS 10 L.F. RE PER STD 817 & 818 HEMET, CA 92543 OWNER / DEVELOPER: o Call: TOLL FREE PER RIV. CO. STD. N0. 103 WHISPERWOOD WAY CASE 1 (gOg) g29-g4g2 INSTALL 42" RCP (1500-D) PER R.C.F.C.D. PLANS 75 L.F. SOUTHERN CALIFORNIA R-VALUE PER SOILS REPORT 1 -800 NOT TO SCALE (PRIVATE STREET) CONTACT PERSON: REBECCA STEWERT I INDEX OF SHEETS: LAND MANAGEMENT, INC. NO. BY GEOSOILS, INC. 227-2600 STA. 87+00.56 TO 113+20.74 (PER RIV. CO. STD. NO. 104-A-MODIFIED E.M.W.D AT&T BROADBAND SOUTHERN CAUFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON SHEET NO. DESCRIPTION 31676 RAILROAD CANYON ROAD TWO WORKING DAYS T.I.=6.5 ASSUMED R-VALUE=30 NOT TO SCALE 2270 TRUMBLE ROAD 1581 COMMERCE STREET 1981 W. LUGONIA AVNUE 26100 MENIFEE ROAD I 1 TITLE SHEET CANYON LAKE, CA 92587 DATED: BEFORE YOU DIG LOOKING EAST STA. 10+00.00 TO 21 +53.62 PERRIS, CA 92570 CORONA, CA 97 88 0 108 REDLANDS, CA 92374-9720 ROMOLAND, CA 92585 2-18 PLAN AND PROFILE (909) 246-1100 * FAX: (909) 246-1104 (909) 928-3777 EXT. 4431 (909) 335-7828 (909) 928-8209 T.I.=5.5 ASSUMED R-VALUE=30 CONTACT PERSON: ABE MENDOZA CONTACT PERSON: KEN HANSEN CONTACT PERSON: MICHAEL DESMARAIS CONTACT PERSON: ED GRIFFIN 19-21 STORM DRAIN NO INEER CONTAINED WITHIN THESE PLANS SEAL-COUNTY SEAL-ENGINEER BENCHMARK: TRACT 29837 IP 020074 SHEET No. COUNTY OF RIVERSIDE CSL ENGINEERING, INC . SHALL NOT COMMENCE UNTIL AN SS/pN TRANSPORTATION DEPARTMENT QROFESS/p RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 RIVERSIDE 1 ENCROACHMENT PERMIT AND/OR A � �O A. p � O A. q 11651 STERLING AVENUE, SUITE E " GRADING PERMIT HAS BEEN ISSUED. 3 [3 E ADDED RETAINING wA LLS E LEC TR 1 GA L P�D ES TL4L Z=/ �� k,0 Ty F� APP VED BY: ��`' P`�`o sCi�F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 zP �v2 �� 9yy (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR / Y d O/ -5- t 4 - 2� Z �y w m w m ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � Exp.36/30/06 ' �/ No. 25917 . 1984 ELEV.= 1425.301 STREET IMPROVEMENT PLANS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL V Z / �,/ * * * Exp. 12/31/05 * PREPARED BY: R.C.E. NO. 25917 OF 21 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE / �!'>. CIV'� �Q HA D A. AN DATE s� r _ EXP. 12 31 05 SCALE: TITLE SHEET RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND M BY A A PR. DATE 9TF 0�� -40-b3 qTF CIVIC O��P �s FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY OF CA1�F RECOMMENDED DATE OF CA 1�F RICHARD A. SCIANNI DATE. H; SEE PLAN V: N/A SO. CAL. LAND MANAGEMENT, INC. FILE NO. r 1� rxj JN571/571 sip1 .DWG/5-21 -03/S:200 PORTION of PROPOSED TOP OF CURB 100.00' Vc 22' LEFT OF (69 C.F.) o PI=33.52 ® 50.00 VC STA. 87+00.00 U 50.00' VC PI 0 33.40 M 6 U PI=32.02 > 0 m w > U m p O > o > O o W p o m w o o W - ----r-- _ M M rn M c7)1435 LT MN � N N o M -�--- � = 1435LT + N NMN+ + CD N O t- M r� M 00� o W) d NLO tfC14iff) Vj 00 PO 00 to + O 0) N p N O N PO . I TAN. GRADE=-0.50% La W 90+00.00 0 1430 LT- 200.00' VC y�� C.B. C1 50.00' VC L s 32.08TC -1430LT PI=33.41 50.00 VC ° PROPOSED Fl 1SHED P1=33.29 � 100.00' VC DESIGN SPEED � = 40 M.P.H. �� > V PI=31.91 SURFACE AT > > PI=26.48 > m � W a w '� DESIGN SPEED=40 ^ ^ W et (D > M.P.H. wO M _ ^ ^- co ---FI_ -----oM--0oo m U U o O Q1435 m O p O to -- M 0Mi _1 435 0 0N O _ 0 LO N+ N N . MO O o Df O N % O M c� PO M p N I� + O? c0 N C)o 00 M 0 M 0M M + > O + M Z + p + 00M . NMftoMO > o cD n 2 0 oo 00 � TAN. GRADE=-0.50% O a 87+00.56 INT. + o 86+84.56P'VT N'LY 32.66FSm1434 p oo 32.48FS 1430 p O � ^ O o o ao + N O O 00 M p It O O to O .. O to 0 ON + to p (O t t0 O o ul O t M 0 O cD � jp 00 O co h 00 + N + + N + + r O o OM � ' + + O + + + LC"4 co oo N + CO CO O N o + cn + ca cD (6 + + cd �� M 00 CC + 00 //0.18% M N M (�14�) N 00 00 0 0 - N N 0 ao °p O 00 0) O 0)( ) 00 (014%) ----- - -- --- - ---- ---- ----- --- - - ---- ----- ----- CL 04 LO(0.04�) (0.04%) oM^o (0.00%) 00 0000 ^ _ TAN. GRADE=0.26% 00 + M ' N t i N FOR VERTICAL CURVE N 00 `. 00 W ao Z EXISTING FINISHED SURFACE AT V a PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 81 +00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91 +00 92+00 93+00 LINDENBERGER o C) ROADCD SEE SHEET 18 00� o Z uj >_ ¢W EXIST. 27" WATERLINE 2:Y � Q u Q m "o= PROTECT IN PLACE 5 2:1 EXISTING 36" WATER LINE C3 ( ) Z 22 ""�" (PROTECT IN PLACE) > o > ¢Q¢ m c� �, N Z Z Lj tY - CO m U Q WLLJ LLJ co LLJ Z� l uO m to p Y m m co �F¢- Cl z o + !a LOT 320 21 20 g 18 17 15 14 13 00 n 19 x 16 0 o EXISTING R/W 11 + _ w3 8� 0 00 40.00 99.40 57.10 50.09 50.09 50.09 57.03 52.00 50.00 50.00 0 O �� LOT 319 30 3o LOT 319 + 20 EX. TELE o X. TELEN -EXIST MANWAY �O LO 40:1 TAPER _ _ -- 0) 9 TD N -� _ �� N 18 Q W 82+00 83+00 17 16 21 6 85+00 �i&78,6+00 87 00 'S 1 18 29 88+00 N89'28'44"W 89+00 29 � 90 00 18 91+00 29 92+00 f s '� 21 6 _ 21 6 21 6 _ - - - - �T_ 1O' 12:1 �p TAPER 1 'o Tp TU i/ i j0 , -_ Ld W ------- ---------- ---------------------- -------------- ' -- ------ ---- ------------ -- EXISTING R/W = 13 86+40 _ 13 EXISTING R/W 13 EXIST. 21 WATERLINE I STORM DRAIN LINE "C" 13 EXISTING R/W 13 = END TAPER (PROTECT IN PLACE) L SEE SHEET 20 U � INT. 87+00.56 OLD NE OR7` ROAD Q INT. 86+84.56 OLD NEWPORT ROAD 20' x 30' DRAINAGE _ � PAVEMENT INTERSECTION =RECORD LINDENEBERGER ROAD EASEMENT TO TRANS. 10+00.00 LINDENBERGER ROAD DEPARTMENT /� J\J J r �) J J J JJ J J CONSTRUCTION NOTES JJ J J J Y Y 1- J J J 66 APPLY ASPHALTIC EMULSION (FOG SEAL) O �Q s � Lq 88 REMOVE EXISTING DRAIN PIPE 00 00 U� CONSTRUCT 6" A.C. DIKE PER RIV. CO. STD. 212 � ¢N ¢N Z CV O W CV 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 00 W m A NOTARIZED LETTER OF PERMISSION Underground Service Alert 13 REMOVE EXISTING FENCE ACCEPTING THIS GRADING AND DRAINAGE kORCall: TOLL FREE 17 CONSTRUCT 0.10' MIN. A.C. OVERLAY IS IN FILE OF RIVERSIDE COUNTY 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8" C.F.) TRANSPORTATION DEPARTMENT 1 -800 19 5 TELEPHONE RISER TO BE ADJUSTED TO GRADE BY THE TELEPHONE COMPANY DATE OF LETTER: 11 06 02 227-2000 `" 20 ADJUST EXISTING WATER VALVES TO GRADE 21 CONSTRUCT 0.30' A.C. PAVEMENT OVER 0.80' A.B. (CLASS II) TWO WORKING DAYS 29 REMOVE EXISTING A.C. PAVEMENT BEFORE You DIG 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. NO. 404 (MODIFIED TO REMAIN IN R/W) OWNER / DEVELOPER: 0 - D N WPORT ROAD SOUTHERN CALIFORNIA LAND MANAGEMENT, INC . SCALE: 1�� = 40' ( COUNTY MAINTAINED ROAD ) 31676 RAILROAD CANYON ROAD CANYON LAKE, CA 92587 0 20' 40' 80' 120' 160' (909) 246-1 100 * FAX: (909) 246-1104 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT 29837 I P 020074 SHEET NO. WORK CONTAINED WITHIN THESE PLANS CSL ENGINEERING, INC. SHALL NOT COMMENCE UNTIL AN QROFESS/�N TRANSPORTATION DEPARTMENT PROFESS/Qk RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE ENCROACHMENT PERMIT AND/OR A �O A 0 ql O A. q 11651 STERLING AVENUE SUITE E �p Ty F ��, Pao s�� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" „ „ 2 GRADING PERMIT HAS BEEN ISSUED. 4, y APP VED BY: z� � �� 9yy (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR cD Y m ' rZn STREET IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 36/ 0 ' ////0 No. 25917 � 1984 ELEV.= 1425.301 FOR Exp. 6/30/06 Exp. 12/31/05 PREPARED BY: R.C.E. N0. 25917 OLD NEWPORT ROAD OF 2 1 sHTs IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * � OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 61 g� Z y JJ P A. AN DATE s CIVIL * EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND K BY DA REVISIONS PR DATE 9TFQF IOAL\E��\ /0-0 3 9TFQF CA��Fp��P V �. DAB 9_¢,-e� SCALE: " " FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTYGam` H: 1 =40 V: 1 =4 731-wjr VE&COENDEDMM DATE RICHA D A. SCIANNI SO. CAL. LAND MANAGEMENT, INC. FILE N0. JN571/571 sip2.DWG/04-1 1 -03/S:40 PROPOSED TOP OF CURB 22' LEFT OF (8" C. F.) 50.00' VC P1=33.40 _ > ji U m O _ F-- 0 Ld 0 0 1435 LT 1 + N + `.` 143LTm N O N vi re) V O N = cy) M N O M N Lo cli 0.50% j LIJ M TAN. GRADE=-0.50% M LLJ Cal M 89+93.79 0 - 1430 LT C.B. No. c1 50_00' VC — 1 430LT ��, 31.99TC PI=33.29 l F- 100.00' VC `�= o C) 100.00' V.C. �o 0 > P1=26.48 _ m :2 PI-29.s� PROPOSED FINISHED u - v DESIGN SPEED=40 M.P.H. DESIGN SPEED=40 M.P.H. SURFACE AT 0 0 1435 o � r � . + � I+ "C-4 © 1435 . w ao c� 86+84.56 P VMT N LY o o °)• 0) N r7 M O Z M 30.33 FS oo rn + o n N C _p_ 0) M M cr r CD rn o 0 oo 4- + o rn ''� rn 0.50% M c� > o , �*, ¢ to 0) o) + + '`� 0.50% 00 TAN. GRADE=-0.50% 0 W + 't 0) O) r N O N ED NOj 0000 ~- 0 Lo ¢ N N L N + N 00 , ^ O ^ ^ h N 8�+00. T. � ^M Mtp , 1430 � o oLL_ 0) Lo to LL 00 O CO . j N OO Lo O o O to 0 o tj D r- 0 CD O O O p0 Co I 0 � 00N Lo to p oe 00 Lo ► O0 to N sr- N _O M+ Q � pN OM � M + + + F 0 t r- r- 00 rn 't co M N co coo N + tp + tp + + + MN0.1 �) M M CO 0.14%) oo(0.42N a o 00 00 00 CO00 00va v N o 0) OvOCn ^N 00 _ �---- ----� — ---- .047!.) ('00-0 4-7.) o —co (30-0-ot) o -0-0- Cn o c TAN. GRADE=0.267 + N Lo N FOR VERTICAL CURVE NCIO CC CO EXISTING FINISHED SURFACE AT _ - Q PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' 81 +00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91 +00 92+00 93+00 � Q ' LINDENBERGER o - CnE3 ( 0 ROAD v SEE SHEET 1 BA � � m w w a w �� 2:1 °' rn EXISTING 36 WATER LINE Q J QY EXIST. 27 WATERLINE m + c� n ��w (PROTECT IN PLACE) �� 2:1 ° (PROTECT IN PLACE) S C; z 22 ' Z " o �Zzcn 15' S.D. EASEMENT TO HOA LLJ �' w¢ LOT 320 21 Co (n p YLn mm W N .. o w 20 Z CD +o = 19 x 19 18 17 16 15 14 13 O M = EXISTING R/W w 11 w `� SHOW S.D. PER SHEET 22 _ O _ 9 `� �j� 40.00 99.40' 57.10' S0.09' ,, .09' 50.09' 57.03' 52.00' 50.00' 50.00' O 9 LE Zo WAY LOT 319 30 3o LOT 319 + EX. TE o X. TELE64 ti M `r' N I� �O 40:1 TAPER 0) _ 7C,-4rn82+00 83+00 16' 21 6 85+00 9 21 6 ij 86+00 � N J; 87 00 `��oc18 29 88+00 21 6 89+00 29 90100 18 21 6 91+Oo 29 21 6 92+00 �, N w .LW O N89'28'44"W co to F- 10' 12:1 �a TAPER 30 6 i T 7 T T T ro © o. / o rI D. (nv� w 9 K) N 9 N V N 9 N 9 _ Z(n J EXISTING R/W 13 86+40 13 EXISTING R/W 13 EXIST. 21" WATERLINE STORM DRAIN LINE "C" 13 EXISTING R/W 13 = END TAPER (PROTECT IN PLACE) 'SEE SHEET 22 0 O INT. 86+84.56 OLD NEWPORT ROAD INT. 87+00.56 OLD NEWPORT ROAD ~ _ Z PAVEMENT _RECORD iZ LINDENEBERGER ROAD EOASEMENT TO(TRANS.EN INTERSECTION 4 --, ` 10+00.00 LINDENBERGER ROAD , r CONSTRUCTION NOTES ;= "= - ..: ;�,.°� w Y �,_ .�"� ��_ �:%=`�--! > '`� ul '_, ......... CD 6 APPLY ASPHALTIC EMULSION FOG SEAL o 0 ( o 0 �n c� �—REMOVE EXISTING DRAIN PIPE � ¢N o ¢N + rCV + GIN 9 CONSTRUCT 6" A.C. DIKE PER RIV. CO. STD. 212 a, =N o w N 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 00 w� m� A NOTARIZED LETTER OF PERMISSION Underground Service Alert 13 REMOVE EXISTING FENCE ACCEPTING THIS GRADING AND DRAINAGE L(s) 17 CONSTRUCT 0.10' MIN. A.C. OVERLAY IS IN FILE OF RIVERSIDE COUNTY Call: TOLL FREE 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8" C.F.) R TRANSPORTATION DEPARTMENT —SOO 19 5' TELEPHONE RISER TO BE ADJUSTED TO GRADE BY THE TELEPHONE COMPANY DATE OF LETTER: 11 06 02 227-2600 20 ADJUST EXISTING WATER VALVES TO GRADE 21 CONSTRUCT 0.30' A.C. PAVEMENT OVER 0.80' A.B. (CLASS II) TWO WORKING DAYS 29 REMOVE EXISTING A.C. PAVEMENT BEFORE YOU DIG 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. NO. 404 (MODIFIED TO REMAIN IN R/W) OWNER / DEVELOPER: L D NEWPORT SOUTHERN CALIFORNIA P,, O -AD SCALE: 1" = 40' LAND MANAGEMENT, INC . 31676 RAILROAD CANYON ROAD CANYON LAKE, CA 92587 (909) 246-1100 * FAX: (909) 246-1104 0 20' 40' 80, 120' 160' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDEF. SEAL-ENGINEER HUNSAK.ER & ASSOCIATES BENCHMARK: TRACT 29837 IP 020074 SHEET No, WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL R e�tOFESo TRANSPORTATION DEPARTMENT Q�o 's siq. I R v I N E I " COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A �� A. o '�l o Ps s t � � RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION GRADING PERMIT HAS BEEN ISSUED. �� Tti� �� APPROVED BY: ��oJ�� Nyo� Fy PLANNING ENGINEERING SURVEYING OF NEWPORT RD. & LINDENBERGER RD. A 1" 2A �i ?� v2 G� con O lP c� Three Hughes Irvine, CA 92618 PH:(949)583-1010 FX:(949)583-0759 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR c 3 Y m Z STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 w N0. 24068 m IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL 0 TNH 10/27/03 REVISED PROFILE ON OLD NEWPORT ROAD 91 * Exp. 6/30/06 �i�`o Exp. 12/31/05 1984 ELEV.= 1425.301 FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE REVISED STORM DRAIN CATCH BASIN N0. "Cl" �,/ ,P * KHA D A. A PREP / 40e R.C.E. N0. 24068 OLD NEWPORT ROAD OF 21 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE APP DATE 9T� CIV1� o��IP DATE s9T �/VI` 11 /, / (EXP..12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY �T CAO� F°Fca��F� DATE: FOR: W.O. COUNTY _ (-ZECOMMENDED DATE OUG AS SNY ER H: 1"=4U' V: 1' =4 SO. CAL. LAND MANAGEMENT, INC. 2858-1 FILE NO. L:\29837\STREET\SHT02A.d wg ................... ...................... .................. ........... ................................... ............. + .. ........ lie -RB 22" L C,F,) ---------- 01=4,3 440, ..... ................. ........... > ................. ........... ............... ................... ................ .......... 0 0 .. .......... .. .... ........ ... ......... . + m 0 ........... 0 ............. .............. .......... ------- ...................... ......................... ............. 0 ................ ................. t ;:F .......... ............. .......... .......... -14 Z_ 131.qgTC 1=�33�29 + .......... ........ ---- --- --- > .......... ...... .................................... �9,47........... -p;Ropos ED F ...... r-6- F-0.4,40-M P..H,,,, ' o I $P 4 ........ ............... FAC SLJR 6.......... + 0 8 O'VMT "L� CY) 34 3� r!; 0 + 0 po Cq + CY) +. ......... 0 0 C� Lf) + A rnt tzh, ......... 00 00 A,7 r 0 CN 0 + .................... Ln, 0 0 8' 0 tn'_oD C) Lo n C:) Lo 0 L 0 Lo 1 to 0 o) 0 0) u Lo Lo Lo 0 C*4 0 1* 0 Lo Lo Lo------- 4a_f1q_ -r-;v Lo + .............. _CL -------0 + + J 0 + Z + to + + to co 00 N CD + + + + + ................ (D to 0) 00 .......... IN Lu rw + 44 co Cq 00 It (D C'q ,2V I U) U)U)00 00 00 0 .......... -4, 0. 4 0 00 0 ........... to...................................... Lo po 0 0 Co TAN. G 'A =0 .2 % Lo 00 FI,41 ............ ED ..... ............ ... ........... ............. SURFXE.................................. .......... ...... AT ------ ........... ... ... ........... .. .......................... .... ...... 4 ............... ................ ........... .......... ............ ................ ............... ................. oil ........... �o 10,1110000 PROFILE SCALES HORIZ. 1 40' .............. ........... .......... VERT. 1 4 81 +00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91 +00 92+00 93+00 Ulm ........... ........... Al CD LINDENBERGER CD C�; IC! rn Lo ROAD C, SEE SHEET 18A m LLJ LJ LLJ _L2. EXIST. 27" WATERLINE +En rn C-) =D C-) Co 2: EXISTING 36" WATER LINE E2 Cj (PROTECT IN PLACE) (PROTECT IN PLACE) Lj 2 2 ...... ..... CD 4 4� C cc c2l LV) CD < L��i il, 0� ILC 15' S.D. EASEME m C-1.)C-D �--1, 1 U-. L�j L�j m: Q0 L�j L�j Ln M V) CD CD LLj LLJ 4 C:) L T, 3 2 cz; 25 C0 -.<:z: 0 19 17 15 14 13 W 1 6 0 f , C-) 00 n L'i EXISTING R/00 00 SHOW S.D. PER SHEET 22 0 51 ' 40.00' 99.40' 00, 50.00' 5 7.10 57.0 0 LOT 31 9 + TEIIE T 319 LO C14 IF 40:1 TAPER 0) 21.. ........... 63) ------ �,_�a C*4 r,,,,,",,, I- - - 18 Lij C14 2 83+00 21 6 1_� 21 6 86+00 r .p n 82+00 1:K8 90 00 91+00 92+00 <Lu 87 00, 11 88+00 N�!1728'W'W 1 0 12:1 TAPER V)V) 7 CZ� '19 ........... CN :z U) I_V A ........ C, \�'—EXISTING R/W EXISTING R/W \---EXISTING R/W 86+40 TORM DRAIN LINE 13 13 E @ EXIST. 21" WATERLINE E SHEE 22 (PROTECT IN PLACE) T INT. 87+00.56 OLD NEWd?T ROAD INT. 86+84.56 OLD NEWPORT ROAD =RECORD LINDENEBERGER ROAD 20' x 30' DRAINAGE Z PAVEMENT INTERSECTION EASEMENT TO TRANS. 10+00.00 LINDENBERGER ROAD 0 LLJ............. LLJ A D 0 NJ CONSTRUCTION NOTES 010' 0,0 0 a C:) 6 APPLY ASPHALTIC EMULSION (FOG SEAL) Lq Lo REMOVE EXISTING DRAIN PIPE 00 .C3� � 0*) CD C14 CM C14 _+_ C3(TU :M CN C=) Li-J Cll4 9 CONSTRUCT 6" A.C. DIKE PER RIV. CO. STD. 212 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 CO L�j ro CM mrn rUnderground Service Alert"`� 13 REMOVE EXIST1NG FENCE A NOTARIZED LETTER OF PERMISSION @�17 CONSTRUCT 0.10' MIN. A.C. OVERLAY ACCEPTING THIS GRADING AND DRAINAGE IS IN FILE OF RIVERSIDE COUNTY 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (13" C.F.) 1 -800 19 5' TELEPHONE RISER TO BE ADJUSTED TO GRADE BY THE TELEPHONE COMPANY TRANSPORTATION DEPARTMENT : 11/06/02 20 ADJUST EXISTING WATER VALVES TO GRADE 21 CONSTRUCT 0.30' A.C. PAVEMENT OVER 0.80' A.B. (CLASS 11) 29 REMOVE EXISTING A.C. PAVEMENT BEFORE YOU DIG CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. NO. 404 (MODIFIED TO REMAIN IN R/W) OWNER DEVELOPER: SOUTHERN CALIFORNIA LAND MANAGEMENT, INC . SCALE: 1 40' T i y m I Tiii 31676 RAILROAD CANYON ROAD CANYON LAKE, CA 92587 1 1 (909) 246-1100 FAX: (909) 246-1104 1 0 20' 40. go. i k. 160' NOTE: - SEAL-COUNTY SEAL-ENGINEER WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE HUNSAKER & ASSOCIATES BENCHMARK: TRACT 29837 IP 020 SHEET NO. SHALL NOT COMMENCE. UNTIL AN Y?,oFES TRANSPORTATION DEPARTMENT a ESS I N C RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION S S& PLANNING ENGINEERING SURVEYING OF NEWPORT RD. & LINDENBERGER RD. A 1" IVIII 0 COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. APPROVED BY: ThreeHughes Irvine, CA 92618 PH:(949)583-1010 FX:(949)583-0759 IRON PIPE & TAG MARKED COUNTY IN CAP 99 09 2A WELL MON. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR CD L�j ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. m 33950 NO. 24068 STREET IMPROVEMENT PLAN w m 1984 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL Z�L TNH 10/27/03 REVISED PROFILE ON OLD NEWPORT ROAD C ill Expl. 6/30/06 /0 Exp. 12/31/05 --'o OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE REVISED STORM DRAIN CATCH BASIN NO. Lp KHA D A. TA'I"T PREP R.C.E. N 0. 24068 0 F S MARK BY DATE tAP DATE (EXP 12 31 05 3 + 6 00 (OL ;%-5 DATEJ 21 SHT RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND C/VIL SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS Of' DATE: H: 1"=40' V: 1"=4' FOR: W.0. COUNTY 11COU COMMENDED DATE l"',o6oU__Gi% SNYKER SO. CAL. LAND MANAGEMENT, INC. 2858-1 FILE No. Zs&= L:\29837\STREET\SHT02A.dwg PROPOSED TOP OF CURB PROPOSED TOP OF CURB 50.00' VC ' LEFT OF (87 C.F.l 50.00' Vc 22' LEFT OF (8!, C.F.I PI=305.29 22 / PI=34.11 / U o 0 �' w m 2 w �-0 ILL. 1440LT irO 0 0 o W _j _j � > fr wo SEE SHEET 15 FOR m p N o SEE SHEET 12 FOR `°o °° �' U M '� C"i "� o O O w N CURB RETURNS LO M 1* `° ,,� + N w � CURB RETURNS m M p O p �,� M rn + �+ Cr') r W M � 00 O0M M � � � Ln d pM ptn OMLri _ U U rn O N � o6 rn M M M W 1435 LT- w N o ; N ; M PO 00 o ° M 0.509� M LLr 1435LT N + ri M �O S_0� rn M rn M a, M ,' --0 50�_ r�i o rn M '`� �----- -0.509' M p M M Ci V) V 50.00' VC O W 50.00' vc ' HED Pi=3,5.1s Q 200.00' vc PI=34.00 50.00 Vc PROPOSED FI IS 0 o 1430LT 1430 LT PROPOSED FINISHED PI=32.92 SURFACE AT kL Q v PI=32.43 U U � 0° � w Q O m W SURFACE AT > 0 Z o o + _ Z _ m m W U O Ul N � N �, � c� op op o m O + o + N ± ooQ Q M M M M M M M M M (� O N O O M p M O Ln O M M r _ 1435 - _ - p + + + O r .� p, q 00 M - 1435 p cD pp `t Lp M rn po O M 00 t __M + O + O� O p O M M �- co M a ,� rn �- Ln + N M ,� - O � ' Opp � m � ao � � Lo I� M a0 M pp r•) � + � o M + + + IP + co + co + co + co + + • ro r0.5_0% rn M rn M M 0.50% rn Vi O o ,,� o M r7 -0.50% M N M N N N �* CV N Ln N Ln N Ln N M o O N M 0.50% M M __� p M � M -0.5090 rn M M o Ln �" O M O M O M O M O M rn M rn M rn M O ^ M Co TAN. GRADE TAN. GRADE=0.40% 00--, O °' + m M Q =-0.40% _ o o0 o + � * of O N 1430 cn ^ ^ ^ ^ ^ ^ o ^ O ^ o � � C4 + OR N � M � �--_ w- 1430 L ^ O O I� O m O O O M O Q� O M O to O m O O + ? ± O N O N ^ Opp O O Ln 1� O 00 Ln I� O f� Ln r O 00 0 � O n Ln I� O r_ m m + O + =---- L,� to Ln O + co + + + + + + + + + �' cp O Lo O N O N O v `' W + co + c6 * N Ln Lo + O Lo 6 + m + LO + LD LD Lo c6 + O N 0 tD M d N O .� N N N N N N 00 N 00 N O N O v `. - N � � Ong Ov O � O � O � � � O) � O � d1 � O � - � ----- ------ • - ----- DOUBLE 3'H x 7.5W R.C. BOX -5 _ Q EXISTING FINISHED <t EXISTING SURFACE AT CL SURFACE AT PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101 +00 102+00 103+00 104+00 105+00 w STORM DRAIN LINE "B" o SEE R.C.F.C.D. DWG. NO. 4-800 SHEET 4 Q CLEAR LAKE PLEASANT VIEW U U Uj LANE � EXISTING 36' WATER LINE �w LO SEE SHEET 15 Uj LANE m EXISTING 36" WATER LINE , SEE SHEET 12 , �, L, 00 106' (PROTECT IN PLACE) o'wo 00 106' � (PROTECT IN PLACE) o + o Uwo + 3 w a s o 11 53 0 20 3 ' 33' 20' 1 20 33' 33' 20' 114 12 11 9 29, 10 9 8 7 6 5 3 2 _ 1 L 19.70' 113 112 111 110 109 108 o 0 L=19.29' 11 � �'<_ 4 4 ,L=19.29 11 o N 0 N N°° 6.0 j, 46 0� N�i '� 50 4 j, 52.00' M "� 6 52.00' 50.00' 50.00' 50.00' 52.1 50.00' 50.00' 50.00' "'"' 53.00' 53.00' 53.0 55.00' 55.00' 0 _ 8. ''' I_ 8.00 M 10+47.00 BCR _o:00' I- 8.009 O 0 10+47.00 BCR '9 10+47.00 ECR �. 10+47.00 ECR R W + LOT 319 1 R/W 3o R/w LOT 324 30 30 z-- R/ 30 / LOT 323 30 + MN - moo - - - - - - - - - - - - - - - -� - - - - -�- - - - - - - - - - - AIn Z A A o A O � H 33.27TG - 32.73TC 3g 3 32.73TC _ -PO , 33.09TC 3 _ 3 33.67TC _ Q W 32.60FL 18 29 N 32.06FL 10 " � 29 95+00 32.O6FL 21 6 96+00 18 29 97+00 N 98+00 18 21 6 1 C+ , _ _ W co 94+00 cv T Ni0 99+00 29 29 _ ____ ____ 1$2+00 ___._1U3+80 104+80 ' W _ N89'28 44 W +00 Q �0 90 0� 86 ,51` 1� 9 .. -Oa 5a �0 3S H � V) 9 Sti' All � ' ��' T y4• ^�_:4v � • yy. �1•� ; ��• y4• �4• y5• 9 ?� N W W W W _ ,. , _ - ---- -- - aT:-= - - -- - N N - N Lit W V/ Z - i G Z V) ............ F ,, . -� 0 0 0 , J 13 13 32.G.. � 2. _ w0000000voe.00 I - _7 13 � ; o o �. 0000,0 EXISTING FENCE -� EXISTING R/W EXISTING R/W i G 2.1 26 0 0 0 0 0 ° I ( ) / _ FG 0 0 0 0 o . PROTECT IN PLACE EXISTING W - - o STORM DRAIN LINE "D" 0000000�0 U ; \S G °°� r I STORM DRAIN SINE "A" U S 20 x 50 DRAIN-AGE SEE SHEET 21 SEE R.C.F.C.D. DWG. NO. 4-800 ~ Q EASEMENT TO TRANS. Q ,. .. 5:1 FC i SHEET 2 � DEPARTMENT A NOTARIZED LETTER OF PERMISSION INT. 94+66 35 OLD NEWPORT ROAD ACCEPTING THIS GRADING AND DRAINAGE ' INT. 100+86.3 OLD NEWPORT ROAD =STA. 10+00 00.CLEAR LAKE LANE i 2: i a' I =STA. 10+00A0''PLEASANT VIEW LANE IS IN FILE OF RIVERSIDE COUNTY '�� 50' TRANSPORTATION DEPARTMENT DATE OF LETTER: 11106.102 , 150' 0 FG 301_ARN, -1 0- 002 41 L- - -----(�------------ ----------- _A -100- 00 A 01 Underground Service Alert �I� 90 x 150 DRAINAGE old EFORE Y off' EASEMENT TO R.C.F.C.D. o tD ,ye o °Go Call: TOLL FREE 1 -800 227-2600 49 49 CONSTRUCTION NOTES rV� R ( 3 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A j TWO WORKING DAYS 0 D N WPORT ROAD APPLY ASPHALTIC EMULSION (FOG SEAL) BEFORE You DIG CONSTRUCT 6" A.C. DIKE PER RIV. CO. STD. 212 10 INSTALL BARRICADE PER STD. 810 OWNER / DEVELOPER: 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 SOUTHERN CALIFORNIA ( COUNTY MAINTAINED ROAD ) 13 1 REMOVE EXISTING FENCE " SCALE: 1 = 40' CONSTRUCT TYPE A 8 CURB & GUTTER PER RIV. CO. STD. 201 (8 C.F.) CURVE DATA LAND MANAGEMENT, INC . 21 CONSTRUCT 0.30' A.C. PAVEMENT OVER 0.80' A.B. (CLASS II) 29 REMOVE EXISTING A.C. PAVEMENT O DELTA RADIUS LENGTH TANGENT 31676 RAILROAD CANYON ROAD 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. NO. 404 (MODIFIED TO REMAIN IN R/W) CANYON LAKE, CA 92587 0 20' 40, 80' 120' 160' 49 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIV. CO. STD. 306 A 90*00,00" 25.00' 39.27' 25.00' (909) 246-1100 * FAX: (909) 246-1 104 NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CST, ENGINEERING, INC . TRACT 29837 I P 020074 SHEET N0. SHALL NOT COMMENCE UNTIL AN QROFESS/ON TRANSPORTATION DEPARTMENT QRDFESS/0N RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE ENCROACHMENT PERMIT AND/OR A Q��,o A' oTy lF �`��P�� A So OF RIVERSIDE11651 , CALIFORNIA RLING U925031TE E OF NEWPORT RD. & LINDENBERGER RD. A 1" 3 GRADING PERMIT HAS BEEN ISSUED. <v APPROVED BY: �� 9yy�' (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y rzn c� ¢ ' m STREET IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 �� No. 25917 1984 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * d 3 * Exp. 12/31/05 * FOR 2 PREPARED BY: R.C.E. N0. 25917 OF SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J'J Q K D HMA DATE s EXP. 12 31 05 OLD NEWPORT ROAD RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE gTFOF ICq�\F ��\ q� OF IV'� �\P DATE: ¢ - . SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. �� 3 F CA`\F�� ; , ' <«+� �, `�-` --�� 9_ /? " "- FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40 V: 1 -4 SO. CAL. LAND MANAGEMENT, INC. FILE NO. JN571/571 sip3.DWG/04-12-03/S:40 54.93' OC J '/'4 '/4 '/4 &/4 Cn PROPOSED TOP OF CURB U_ Cp 22' LEFT OF (8" C.F.) W c 50.00' VC 00 `� I, CID I- 50.00' VC PI=35.25 00 0`r0 Nov o 1440 LT- W PI `34.12 o >UJI L N 101 �m - 1440 LT W M TAN GRADE=0.50% = j >> >UJI m O LO M ro m 2 o o 1 N O O O O N LO V M U7 O OA + 0 Lj1 LO � + � O ao + N (No � o 0 r`i M 50.00' VC -0.5090 to � V_ O 4 4 � ''� � Mc'q PI=39.13 z 143 5 LT- Lv - M T_ M O � M r5o% M 0 0 - 1435 LT > > � 107+00.00 � O w 0 3418 TCO. Al ,�� PROPOSED FINISHED � N 0 50.00 VC r r` N + M ��- SURFACE AT CL PI=35.14 N ro o 1440 �- o � N Cq N � N - 1440 50.00 VC v o w �t - > > > PI=34.01 m 06 Mr�2 MOLo m O W O OON � - ^ 00: O O O �} _ sfi ^ 0 00 + 0 0 O O O N + � 0 M - O ^ M N + 0 � M M � U7 O u7 O V + 00 rn (6 _ _- - ^ O U) + N 00 `. 0 r- r- O N M + O OA - O � M 0 00 + 04 00 . 1435 �- M + � + o oLO � M 1435 - - - ON M _ v Lo 0 (� .- - - - - O ^ U7 O) + (O 00 � . O O M _ _ _ - - O ^ O O + � OA M 0 In w OO + � � N OM OM _ 0) v Z - ^O in O rN O M v J EXISTING FINISHED = SURFACE AT CL U Q PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' 05+00 106+00 107+00 108+00 109+00 110+00 111 +00 112+00 113+00 114+00 - - - CONSTRUCTION NOTES - ----- - __ _ - ---- ----.. -- - 3._ -WAY. r co co cv 33 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A 1 Yb++ O --O"LD-NEWPORT-�OA-D-O-,,�0• 00 N - - --0' - - - - APPLY ASPHALTIC EMULSION (FOG SEAL) _. N -._ _ oo 0 99 CONSTRUCT 6 A.C. DIKE PER RIV. CO. STD. 212 INSTALL EET 16 4 0 0 fro 1, A �+ o = 11 18 CONSTRUCTRTYPENAA EBSI CURB & GUTTER PER RIV. CO. STD. 201 (8 C.F.) » B R I G G S ROAD STREET CENTERLINE O- c� - EXISTING 36 WATER LINE Z EXISTING 36 WATER LINE PR_O_P__ EDGE ,_OF PVMT. 9 o o _ _ 21 CONSTRUCT 0.30' A.C. PAVEMENT OVER 0.80' A.B. (CLASS II) SEE SHEET 5 m - ------._._.. 33 S� o ROTECT IN PLA (PROTECT IN PLACE)_ (P CE) Q 29 REMOVE EXISTING A.C. PAVEMENT (P LACE + 1 50' _ --- .� 30 CONSTRUCT MEANDERING SIDEWALK PER RIV CO. STD. NO. 404 (MODIFIED TO REMAIN IN R/W) C 38' z 32.20FL GQ, N ,_ N EISTIN OWER POLE N �, GAS LINE PROTECT IN P _-� ��-' 0 107 106 250 `, 251 252 253 254 2;55 256 257 258 259 260 316 \ �� O h 10+5�.91 BC .`:} a- ��/ �34.25 I I =: 34.18 O 53.60' 53.00' 51.50 50.50 50.10 50.00 50.00 50.00 50.00' 50.00' 50.00' 50.00' 51.90' 6 _ t FV H P I _ �L' CSC .15' \ S/HR O 11` 30„ PROP. 12" HE PIPE1 -` + 30 30 30 LANDSCAPE SOT S° .005E u > GAS A EXIS�ffING' F Q :., i CONC. ENCASE PER DETAIL HERON - 'GRADE T w _ ' GRADE TO ' I ' JOIN EX ' DWY 4_10 - EXISTIN -- - JOIN EX. DWY 10% MAX) --- --- .- ,��_ .._..._ .- _ - CAS L Lij � 18 _ _ �� 1838.5, L 10% MAX) W 1 __ ._ ._ . __._. _ 2. 18g _ _. - - - 9+Op- - _ -- -- L= T11+ 0-.--.- _ _._<. 112+00 113+f4 DRIVEWAY A DETAIL -_ ___-- --_-_ e7�Oa 1 aB+De _ -- pg9°2 #"1N - -- - -- -_ -_ _ n - 1" = 20• �- I - - EXISTfNG..._P. OWE POLES JN H = _ ._ _ , PROTECT IN P_�. E)_ - -- - - - - - _ :- � 21 6 __ __- W W ,... 4 _ . f_.z. .. �... .. � , .. �. - 9. DRIVEWAY ; - _ s ;:a l �i6.5 OLD NEWPORT ROAD Ln __ = 34.1 35.5 f. J 31. o ; , f 3' .20 _ 9 r 3 82 ; 32.90 _ - PROP. SWALE -- 33.2 FL FL I - -� EXISTING R W EXISG R FL ® - 7 . L , FL "A" FL co CO 00 _. - o U w r, 31.98 a STORM LINEF. - - �- -'- EXISTING FENCE EXISTINGhVEV�AYS,- _�__-_ T` I p 30 INT. 113+20.74 OLD NEWPORT ROAD Ln o h co T FL _..., PROTECT IN--1 LACE R.C.F.C.D. DWG. N0. 4-800 w; STREET CENTERLINE "� a `n a<c - -i - Q (PROTECT IN PLAC ( ): SHEET 2F Y " =STA. 10+00.00 BRIGGS ROAD "� °> o ro ao 00 00 00 w w PROP. ED OF PVMT. o - �o r7 y EXIST R W - _ .._ _- .. o 0 0 --- - m�, `� _ EXIST R/V�.' o'=z >, LIM1 ..�1~ DWY RCON � kJCTIpN d d Q� -- - - / a�o� EE ;DRIVEWAY A TAIL M SRO SEE DRIVEWAY B DETAIL jv .oN . . + r 4 m w EON : HEREON zo' z N , R CV ;i ` , { ,, y� fv =o �`bNST. 10 WIDE CROSS ,GUTTER I rPRO P. -2"--...H D R1E---PIPE , __ _ Q cwy tom' '` T D 209 20�3'A"' 1 _t I "�� PER. RCTD S LIMIT .OF DWY RECONSTRUCTION 'CO C. ENCA ,-PER ET L ON - _ _ i Y h i , F X -� � PROP. FINISHED SURFACE R W r, 9 , NC COVER -o y AN MIN=8" 0 -.,LD W-P-0 P GRADE TO < � Underground Service Alert ,,4ofN EX. QWY " `� R ROAD ' E 1 ...,. F OR 1 O�;'�AX - -_ - - - > - °0 Call: TOLL FREE i 1 -800 DRIVEWAY „B" DETAIL 4" 227-2600 1" = 20• MIN TWO WORKING DAYS SCALE: 1" = 40' BEFORE YOU DIG • Q�OFESS/ON FOR ALL REVISIONS TO THE APPROVED PLAN � PS SHyo�� HUNSAKER & ASSOCIATES OWNER / DEVELOPER: 2500 PSI CONCRETE NOTICE TO CONTRACTOR: o° F,p �� I R V I N E I N C 0 20' 40' 80, 120' 160' BACKFILL % WHEN WORKING ADJACENT TO THE EXISTING Z PLANNING ENGINEERING ■ SURVEYING SOUTHERN CALIFORNIA 12" HDPE PIPE 4 MIN. DRIVEWAYS SERVING THE DAIRY THE CONTRACTOR w N0. 24068 m Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 FX:(949)583-0759 CURVE DATA IS TO TAKE SPECIAL CARE TO MAINTAIN ACCESS Exp. 12/31/05 LAND MANAGEMENT , INC . s� ,P 31676 RAILROAD CANYON ROAD CONCRETE BACKFILL DETAIL 9TF Civl� o�`� Q`j O DELTA RADIUS LENGTH TANGENT CANYON LAKE, CA 92587 N.T.S. Of CA��F _ _ _ (909) 246-1100 * FAX: (909) 246-1104 DO AS SNYDER RCE 24068 DATE C 89055'27" 35.00' 54.93' 34.95' WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY AL-ENGINEER BENCHMARK: COUNTY OF RIVERSIDE _ ENGINEERING I _ TRACT 29837 I P 020074 SHEET N0. SHALL NOT COMMENCE UNTIL AN Q�OFES0/ q/ TRANSPORTATION DEPARTMENT QROFES 'y 1 1 651 STE AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A `�c� A• 0 A. GRADING PERMIT HAS BEEN ISSUED. F,O Ty �o s RIVERSIDE, CALI IA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 4A �v2�c� APPROVED BY: \� 9Z�� IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �, Y z CD , Z (909) 785-5122 * 785-5180 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LLJ33950 m STREET IMPROVEMENT PLAN 4 TNH 8/25/05 REVISED DRIVEWAY DETAILS AND ADDED SWALE SOUTH OF NEWPORT RD / Ex 6 30 06 � 2 � 1984 ELEV.= 1425.301 FOR IN THE EVENT CONSTRUCTION,DISCREPANCIES THE PRIVATEAFTER COUNTY SHAROVLL BAL REPLACED SHEET 4 WITH SHEET 4A s P / / P KHALED A. OTHMAN DATE 12/31 5 * PREPARED BY R.C.E. 25917 OLD NEWPORT ROAD of 21 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE �9JFO�ICA�`FO��` yTFOF iVi� ��\ 2 31 05 SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY CA��F DATE: H: 1"-40' V: 1"=4' SC. CAL. LAND MANAGEMENT, INC. FILE No. RECOMN'iENDED DATE HARD A. SCIANNI JN571/571 sip4.DWG/03-05-03/S:40 54.93' OC J 4/4 9'4 '/4 '/4 CD PROPOSED TOP OF CURB Eli CD 22' LEFT OF 8" C.F. W 06 50.00' VC 00-- 50.00' VC PI=35.25 co c00 Nv o LEI Pi=34.12 r, m + N n ai im � 1440 LT- se 0 W N M 1440 LT W 0 > m m ,� M TAN GRADE=0.50% IE O p LO m m o 0 oV) 0 -~- N O O O O In N LO In 110 W M + � om + N 0 + � � oM "� 50.00' VC 1435 LT- W M -0.507 0 "' o 0.50% M M PI=39.13 Z - 1435 LT ----.- M -r- j V 107+00.00 > 0 w n rn C.B. NO. Al m 1* U- 0 34.18 Tc '2�9� PROPOSED FINISHED 50.00' VC N SURFACE AT PI=35.14 M L M 1440 - 0 0'�� 50.00' vc �, W 1 N N M M - 1440 00 wPI=34.01 m O 1* _ .. m O O 00 O N c0 CD M 0 Op p O O O M - - p M cD co co N E7i M of e- O Id NM + p + W O M / - �0 � + 0C-4 00 NG0 1435 - • -0.50% ro O O r Q --y M � � � � 0•So�c M � M _ - - � + � � � � �- - 1435 o In CID to IA + �O - - - p In M O ' - - - 0 O N + 7 M 0 � 0 Log cow _ - - - - 0 .. In 0) + co � � O O M _ ` - - 0 Or. Oaf + � O r .� - - U) M 00 W O rn + m 00 C4 00 Pr),�� Z I� cV OrN OM .. J © v " � v EXISTING FINISHED _ SURFACE AT CL U Q PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' 05+00 106+00 107+00 108+00 109+00 110+00 111 +00 112+00 113+00 114+00 CONSTRUCTION NOTES nr I n ca c� cv CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A 1 G64G�LD- E� :'ORT ROA�°,,� - - � - - °� - - O APPLY ASPHALTIC EMULSION (FOG SEAL) A -1 - - = - -- - - - `V -- o 5�- : CONSTRUCT 6 A.C. DIKE PER RIV. CO. STD. 212 ¢ - co co D� o Q INSTALL STREET NAME SIGN PER STD. 816 STREET CENTERLINE o o I � o o = 1 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8" C.F.) w B R I G G S ROAD "I ro EXISTING 36 WATER LINE Z EXISTING 36" WATER LINE PROP. EDGE OF PVMT. 9 �� o _ 21 CONSTRUCT 0.30 A.C. PAVEMENT OVER 0.80 A.B. (CLASS II) � SEE SHEET 5 33 o M (PROTECT IN PLACE) m (PROTECT IN PLACE) S -- 9 REMOVE EXISTING A.C. PAVEMENT + 1 t 50' t i _�- LO� 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. NO. 404 (MODIFIED TO REMAIN IN R/W) 38' E iISTING I 1 4 \ G S LINE OWER POLE N N N 32.20FL PROTECT IN PLA 0 107 106 250 ' 251 252 253 254 2� 5 256 257 25 259 60 3 6 \ - � -- 0 10T61 CRoW 4.25 ' I34.18 O 53.60' 53.00' 51.50' 0.00' 50.00' 50.00' 50.0 ' 50.00' S1.90'HP ' i S/ 050.50 50.10 50.00 50.00 5 11 \ CSS< PROP. 12 H E PIPE I I + 30 30 30 j �- '`F E I�fINsG 30 1 LANDSCAPE OT GS INS E S .005 � i I � � CONIC. ENCASE PER DETAIL HE ON I �G RADE T / it k � i i JOIN EX! OWY _ . GRADE TO _ JOIN EX. DWY (10% MAX) Ld N EXISTIN 1 (10% MAX) DRIVEWAY „A" DETAIL Q = _ - - �es+ee-- - _ _� 11 I -- 1 : p-...........- - - 108 - _ -118+00_ _ - = 1 _ _ 9 112+00 38.5 L SPI i 1" = 20• - - -- - E . _OWE POLES _ 21 6 \ �' (n - - -- PROT CT IN p - I IP W W 1431.4 i 43?.4 �... �. �... f-...r... 9. �... OLD NEWPORT ROAD DRIVEWAY J x 14 1.5 31 r ( �' xl �^ 20 - g 3 82 j� I 32.90 1 Z3.8 PIPE PiPE34.1 1 143s.2 6 5 3 b o I 33.2 35.5 PROP. SWALE FL FL ED -._ _ -__ _ _ _ _ _ _ _ EXISTING R W x EXIS G R 4.4 FIL ' FL TVUfiW _ / I -I L FL FL FILZ 143 . I t 00 00 _ 00 00 - U I 43 7 x x " " 1 - - - - -- o _ w 31.98 1 E STING E STOR LINE A - - H �_ ° E ISTING FENCE 1437.3 \ I 03011; INT. 113+20.74 OLD NEWPORT ROAD LO o h c° x= FIL 3 P OTEC I LACE SEE R.C.F.C.D. WG. NO. 4-800 STREET CENTERLINE '`� � a h<c�`D Q (P OTECT IN PLAC ( I SHEET 2 Yx • =STA. 10+00.00 BRIGGS ROAD + + %K �C + �' + - 0 32 /� I PROP. OF PVMT. _- o o 0 00 ,�° m,,,� x 143°!'S I ° rr x 4 I x 1433.E PAI ri _ �} r 4 ao o - 1 33. i .�3�^� - - t /i �?� EXIST R EXIST R/W ¢ o� EE DRIVEWAY "A" TAIL S 0 LIM1T>3� DWY R CON CTI N �, J SEE DRIVEWAY B'�DEJJ x 1�3sr.L� � � � oN 0 0°6i-z EON f I \ I HEREON Za; ''i I X 143I NST. 10' WIDE CROSS 1GUTTER V- 1435.2 1436.2 P. " HDP IPE r Q� x x �1 I _ PER RCTD STD 209 LIMIT F DWY RECONSTF UCTIONx ° 1 I 1 x1434.2 �� I I 1433.B 1435.E x x ( I Q)CO C. NCA ER ET L _ 0 �-cn= I - -- ; 14343 I ao X � 9 R/W PROP. FINISHED SURFACE r I / 0 ROA ) 13 ° ONC. COVER i ( < -o X MIN=8 I Underground Sery ce Alert J RN EX TO I j Call: TOLL FREE �i� � 1 -800 DRIVEWAY „B" DETAIL _. . 227-2600 1" = 20' MIN TWO WORKING DAYS BEFORE YOU DIG SCALE: 1 = 40' OF FOR ALL REVISIONS TO THE APPROVED PLAN ��,oJG�,Ps sNyot�, HUNSAKER & ASSOCIATES OWNER � DEVELOPER: 2500 PSI CONCRETE NOTICE TO CONTRACTOR: �`` o° F� yc+ ' I R v I N E I N c 0 20' 40' 80, 120' 160' BACKFILL WHEN WORKING ADJACENT TO THE EXISTING Z PLANNING ■ ENGINEERING ■ SURVEYING SOUTHERN CALIFORNIA �2: HDPE PIPE 4 MIN. DRIVEWAYS SERVING THE DAIRY, THE CONTRACTOR W N0. 24068 m Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 FX:(949)583-0759 CURVE DATA � Exp. 12/31/05 � LAND MANAGEMENT, INC . CONCRETE BACKFILL DETAIL IS TO TAKE SPECIAL CARE TO MAINTAIN ACCESS 31676 RAILROAD CANYON ROAD 9r C►vl� ��\P D,5 O DELTA RADIUS LENGTH TANGENT CANYON LAKE, CA 92587 N.T.S. P CA�,Ea - _ - - (909) 246-1100 * FAX: (909) 246-1104 DO S SNYDER RCE 24068 DATE OA 89°55'27" 35.00' 54.93' 34.95' WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY AL ENGINEER BENCHMARK: COUNTY OF RIVERSIDE ENGINEERING I TRACT 29837 I P 020074 SHEET No. SHALL NOT COMMENCE UNTIL AN Q�tOFESS/py TRANSPORTATION DEPARTMENT QROFESS�ON - RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION 4A ENCROACHMENT PERMIT AND/OR A ��,o A' 0Ty/ �� A' S , F RI E R1 STE CAL[ AVENUE, SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY O F RIVERSIDE E R S I D E GRADING PERMIT HAS BEEN ISSUED. <v \, APPROVED BY: �, r 999 (909) 785-5122 * C 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A - I jaw THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR r m c� ' m STREET IMPROVEMENT PLAN LLJ ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 4 TNH 8/25/05 REVISED DRIVEWAY DETAILS AND ADDED SWALE SOUTH OF NEWPORT RD 33950 � 2 7 � 1984 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 12 31 5 OF 21 SHTS REPLACED SHEET 4 WITH SHEET 4A * * / * PREPARED 8 • R.C.E. 25917 OLD NEWPORT ROAD _ OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE i1'J, Q. KHALED A. OTHMAN DATE ' RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE 9T� 0�ICA`\EO��` q�� CIVII- �\ 2 31 05 SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY OF CALF DATE: H; 1"-40' V: 1"-4' $�. CAL. LAND MANAGEMENT, INC. FILE No. RECOMtiiENDED DATE HARD A. SCIANN JN571/571 sip4.DWG/03-05-03/S:40 54.93' OC J 9'4 '/4 '/4 &/4 PROPOSED TOP OF CURB LO 22' LEFT OF (8" C.F.) w M 50.00' VC 00 n ((00 �- 50.00' VC PI=35.25 Oo ono 0 0 N M 1440 LT— W PI 4.,2 w LO N �m _ — 1440 LT W v > ; m m p ,� ''� TAN GRADE=0.50% = m O LID W O p po po ,ri LO In N O O Lj p N + (6 N r- O N d N + 04 0) N O M M 50.00' VC M c0 + N + 00 + N (0 00) ui p to M -0.50% p ' M PI=39.13 z 1435 LT— --� ° M M M M 0 0 — — 1435 LT 107+00.00 _ > 0 w 14- 0 C.B. NO. Al - � PROPOSED FINISHED ' 34.18 TIC tiL�� m � � 50.00 VC �i N rn SURFACE AT PI (35.14 � M +7 �! ° �o 1440 — 0 'AF 50.00' VC W c M M 2.( 0 — 1440 �- c> > PI=34.01 m m ao "o _ ^ > O 04 M .-. Y/ m O �1 p O O N .ZO� 00 0) M M 0 O O O _ p 111) tp d j �� — �`t ^ p + + 00 m O to + m tD ^ O M + N N 00 .Nr O n O N M + O O M O 00 + N 0� _ M r- M Lj m + M C� ^ 00 p M M ��i� p0 CNN + O M v v 1435 �— + ———— M 4 (` Q M -0.50% t°o In ^o M M 0.50% In M + M — 1435 �-► r- M -ram -gyp 1 ) O ^ M . + 00 M � . O ^ CY) 0 0 ^ -- V Lo0 vMof Or- `4 + In i O t )+ m m t0 O if) a)VEXISTING + (O oo o _ O 0) + a, M' _ o + OR 00 W — + r- Nz ovpv FINISHED _ SURFACE AT v Q PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 105+00 106+00 107+00 108+00 109+00 110+00 111 +00 112+00 113+00 114+00 00 O= � � EXISTING 36' WATER LINE r- Z = EXISTING 36' WATER LINE W BRIGGS ROAD (PROTECT IN PLACE) m i� (PROTECT IN PLACE) � SEE SHEET 5 30' DRAINAGE I `4- 1 50' EASEMENT TO N 1 38' R.C.F.C.D. EXISTING 24" I I \ '` GAS LINE 0 R/W 0 107 106 250'` 251 252 253 254 255 256 257 258 259 260 1 1316 \ �` 30 0 10+ 6.91 BCR TYPE "F" DELINEATORS 2' 13.5' 13' O 53.60' 53.00' 51.50' 50.50' 50.10' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 51.90' / 62.11, \•� PER SIGNING/STRIPING PLANS 3' ' + 30 30 LANDSCAPE LOT LOT 3 3 30 , / / 1 \ I EXISTING' 30" LOT 323 2 GAS LINE �' — 1.5' 1.5' VARIES9.1% � _ -�►- � TO 13.9% O EXISTING W '`'" 18 38.5 L" i GAS LIN 16 spy U % % 3 EXISTING DRIVEWAY 03' I Q LLI = 196+00 __ A " 7+0(i _. 2g 108+fl0 ._ i4 9'28'.44"W 109+00 - 29 Z9 112+00 to 21 6 ~ (n 5. _ 50 .- 110+00 ��21 6 12 113+00 I 11 A.C. PAVEMENT p t. i W LLI N N 9 12" 12" J 9 � gjA 9 �� A �'� �1h = EXISTING R/W EXISTING R/W #3 BARS CONTINUOUS 0 __� 21 6 W STORM DRAIN LINE "A" I , � EXISTING FENCE EXISTING DRIVEWAYS— 30' 0' INT. 113+20.74 OLD NEWPORT ROAD SECTION A-A (PROTECT IN PLACE) W s SEE R.C.F.C.D. DWG. N0. 4-800 W Q (PROTECT IN PLACE) o Y o SHEET 2 Y =STA. 10+00.00 BRIGGS ROAD 3 WIDE CROSS—GUTTER DETAIL m CD - 50 EXISTING POWER POLE o gc; n o a�' 1� �\ r ��J A °^° "� U -I p NO SCALE Q ') cri Q� N Z' J J J - 1 J J J J- EXIST R W EXIST R/W (PROTECT IN PLACE) d Z + `sa, o+o w� o^ o O +_ �^ CV WM r- Z� ` mM �Z0, 12 C m WM W� Underground Service Alert BEFORE y °Goc Call: TOLL FREE 1 —800 CONSTRUCTION NOTES 2 2 7-2 6 0 0 0 D N WPORT ROAD CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A 6D-APPLY ASPHALTIC EMULSION (FOG SEAL) TWO WORKING DAYS 9�CONSTRUCT 6" A.C. DIKE PER RIV. CO. STD. 212 BEFORE You DIG ( COUNTY MAINTAINED ROAD ) 11 INSTALL STREET NAME SIGN PER STD. 816 12 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8" OWNER / DEVELOPER: NOTICE TO CONTRACTOR: 21 CONSTRUCT 0.30' A.C. PAVEMENT OVER 0.80' A.B. (CLASS II) SOUTHERN CALIFORNIA WHEN WORKING ADJACENT TO THE EXISTING 29 REMOVE EXISTING A.C. PAVEMENT `/�„ DRIVEWAYS SERVING THE DAIRY, THE CONTRACTOR 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. NO. (MODIFIED TO REMAIN IN R/W) CURVE DATA LAND MANAGEMENT, INC . SCALE: 1 = 40 IS TO TAKE SPECIAL CARE TO MAINTAIN ACCESS 50 CONSTRUCT 3' WIDE CROSS-GUTTER PER DETAIL HEREON 31676 RAILROAD CANYON ROAD 0 DELTA RADIUS LENGTH TANGENT CANYON LAKE, CA 92587 0 20' 40' 8o, 120' 160' (909) 246-1 100 * FAX: (909) 246-1 104 A 89.55'27" 1 35.00' 1 54.93' 1 34.95' AQIL. SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/p RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE ENCROACHMENT PERMIT AND/OR A ��F,O A' 0Ty-le �`��P�� A' so, 1< RIVERSIDE, CALIFORNIA U92503TE E OF NEWPORT RD. & LINDENBERGER RD. A 1" 4 GRADING PERMIT HAS BEEN ISSUED. `(c, Pam, APPROVED BY: �<c, v� 9y 2� IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "Ago (909) 785-5122 * FAX (909) 785-5180 STREET IMPROVEMENT PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m c� 2 m ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 2 No. 25917 1984 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL yF Exp. 6/30/06 ��%� Exp. 12/31/05 FOR 2 PREPARED BY: R.C.E. N0. 25917 OF SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR. DATE �ql CIVIC- ��Q KH D A. AN DATE s� CIVIC �P // EXP. 12 31 05 OLD NEWPORT ROAD RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS FoF CAI\F�� O �D3 q�FOF CpL\FO�� o � �G'`�-`F�-`�"' DATE: `�-¢ -•G7 SCALE: " " FOR. W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =4 $�. CAL. LAND MANAGEMENT, INC. FILE NO. 3 JN571/571 sip4.DWG/05-21 -03/S:40 . r a 54,93 _OC _ q 74 q,. _ ;- PROPOSED TOE 0 CO ( CO 221 LEFT OF 8 C.f 50.00 VC _ co aQ 144a. , Ta _ PI=35.25 �n ¢ , _ Q, Q0. VC + >P1=34.12 N M T_ 00 L444 L _ - > > r7 M TAN GRADE=0.509� o - m c _ to m © o ' 8 S Lf)Nto LO to Q + rn M O N O N N fn , + 50.00 VC L W t _ Q t M PI 39.t 3 z 4 T °—�. Q - 0. 1435 LT 35 L _- -«----- > cam. t07+M.� o - C.B. ►t0. Al ® w 4.18 TC 2`R F3R0�'OStu FIMAS EO `� O 5©.00' VC SURFACE AT, P1=35.14 cv eo ►� +� z +� # do . L 440 , P -34,0100 a6 g o g a lo cv o r !� Ui (11 - r �- p 0 tot� ©./'% ^ N a0CN tV QO v > 1 435 —1435 _ _ M tt 3 to Ui .•_..� Q Y, r M p c to K) ..r O T, {j) C7! tD E v Q M O Q + . r. n CV P_ N , h SURFACE FN AT _ : , - PROFILE SCALES HORIZ. 1 "=40' _ _ - VERT. 1 4 _ 105+00 106+00 107+00 108+00 109+00 110+00 111 +00 112+00 113+00 114+00 00 EXISTING 36" WATER LINE r Z EXISTING 36" WATER LINE W BRIGGS ROAD (PROTECT IN PLACE) � m � (PROTECT IN PLACE) SEE SHEET 5 30' DRAINAGE I + 1 50' ; t "'C-30`� EAS MENT TO f— N 38' R.CS.C.D. I \ EiISTTNG W o PAS LINE R/W 0 107 106 250 : 251 252 253 254 265 256 257 258 259 260 ,1316 \ W, O 10+ 91 BCR 16 " " o'ti M F DELINEATORS 2' 13.5' 13' O 53.60' 53.00' 51.50' 50.50' 50.10' 50.00' 50.00' 0.00' 50.00' 50.00' 50 0 ' 50.00' 51.90' \ P SIGNING/STRIPING PLANS 62.11 I 3' + 30 f, 30 LANDSCAPE iLOT 30 f _ ' 1 E ISTING}30" LOT 323 LOT 3 G. S NE L0 — — — 1.5' 1.5' VARIES 9.19� _ �-_ � _ 0 M t TO 13.99: Lv ._ ____ _ -- 18 29� 2y ~ _ _ F __ - ___ _ _ _ _ . _ .__ - 38 5 I _ �- GAS EXISTING DRIVEWAY ,z --_ __ -._ 9 112+00 } l -_- _ J.03' 21 6 _ 0 110+00 21 6 ' 12 13+00 (n AC. PAVEMENT V _ _ _ x - W y. :�..��' 9 � 12 431,4 it J '� A 9 kz 3 BARS CONTINUOUS EXISTING R/W EXISIG R/ r a w S U I EX TING E 1 6 w STORM DRAIN LINE "A" G0 EXISTING FENCE y 5 ? 30, 0 TNT. 113+20.74 OLD NEWPORT ROAD SECTION A—A P#201ECT IN PLACE (PROTEC IN 'LACE o SEE R.C.F.C.D.`QWG. N0. 4-800 Uj Q ( ) o s r ;' o o =STA. 10+00.00 BRIGGS ROAD 3 WIDE CROSS-GUTTER DE SHEET 2 NO SCALE 50 E�(ISTING POWER POLE ,` 3 o 1' � r \ J J J J J 0O �?� EXIST R WE EXIST R/W (PROTECT IN PLACE) Y I zap �`' +, ooW ,Lo k �, 12 WM M Y 3 i4 41432,4 3 6 _ _ yy 1 T rJ, II I Underground Service Alert PVOEFOoE YO°a Call: TOLL FREE CONSTRUCTION NOTES 1 —800 2 2 7—2 6 0 0 �-CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A 60 D N WPORT ROAD a-APPLY ASPHALTIC EMULSION (FOG SEAL) TWO WORKING DAYS 99 CONSTRUCT 6" A.C. DIKE PER RIV. CO. STD. 212 BEFORE You DIG ( COUNTY MAINTAINED ROAD ) 11 INSTALL STREET NAME SIGN PER STD. 816 12 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8" C.F.) OWNER / DEVELOPER: NOTICE TO CONTRACTOR: 21 CONSTRUCT 0.30' A.C. PAVEMENT OVER 0.80' A.B. (CLASS II) SOUTHERN CALIFORNIA WHEN WORKING ADJACENT TO THE EXISTING 29 REMOVE EXISTING A.C. PAVEMENT„ DRIVEWAYS SERVING THE DAIRY, THE CONTRACTOR 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. NO. (MODIFIED TO REMAIN IN R/W) CURVE DATA ND MANAGEMENT, INC. SCALE: 1 = 40 IS TO TAKE SPECIAL CARE TO MAINTAIN ACCESS 50 CONSTRUCT 3' WIDE CROSS-GUTTER PER DETAIL HEREON 31676 RAILROAD CANYON ROAD O DELTA RADIUS LENGTH TANGENT CANYON LAKE, CA 92587 0 20' 40' 80' 120' 160' (909) 246-1100 * FAX: (909) 246-1 104 A 89'55'27" 35.00' 54.93' 34.95' �. SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CSL ENGINEERING,_ _ INC . TRACT 29837 I P 020074 SHEET NO. SHALL NOT COMMENCE UNTIL AN QROFESS/p pFESS/p N TRANSPORTATION DEPARTMENT 9R N RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A ��0 A. OT q!F ��P�V A' QC' RIVERSIDE,51STERLING CALIFORNIA VENUE, SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" 4 GRADING PERMIT HAS BEEN ISSUED. „-F APPROVED BY: „�� 9y03 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" (909) 785-5122 * FAX (909) 785-5180 STREET IMPROVEMENT PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w Z m 2 m ASSURING THE ACCURACY AND ACCEPTABIWTY OF THE DESIGN HEREON. 33950 w No. 25917 r^ IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 0 ' Ex 12/31/05 m 1984 ELEV.= 1425.301 FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE s * KH D A. AN DATE j, p * PREPARED BY: R.C.E. NO. 25917 OLD NEWPORT ROAD OF 2 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLU11ON AND MARK BY DATE REVISIONS APPR. DATE q I OFCA`\� �P _ 0�O q�,o clVl`\FO��a�P � EXP. 12 31 05 SCALE: �Gf. DATE: q-¢-off "_ " , FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY CA =i� H: 1 —40 V: 1 —4 - RECOMMENDED DATE RICHARD A. SCIANNI - SO. CAL LAND MANAGEMENT, INC. FILE NO. .. - JN571/571 sip4.DWG/05-21 -03/S:40 PROPOSED TOP OF CURE 38' LEFT OF (8" C.F.) 100.00' VC PI=44.00 — 1450 LT 100.oo' vc 0 w to PI=41.68 > 54.93' OC > > O 00 00 0 0 00 ~ c� o w o o U LO ,n W �4 6'4 '/4 4'4 rn m 2 0 o N °' o rn + + N W J ,� _ O 0 o O �; �, ,� io.5°� — 1445 LT w m of 0o O o o ao LO N � N N V/ O LO PO ^ w O c» + r0cfl Co N � N � 1.16q NL (r � C � � st W N000 00 ci0+ o o �0_ `' W vi °i 100.00' VC 1440 LT— of 0 m ►� PI=44.21 — 1440 LT W ►'7 U 100.0o' VC >o > TAN. GRADE=1.20% PI=41.89 > � �`' EXISTING GROUND 0 0 c� m O o 00 `_ 0 z U O w O o o � co N x m O 0 � r- rn + + 50� + ' - 0 d- 1435 LT— EXISTING FINISHED W o _ o o - � �� , .� _1445 SURFACE AT 0 z U; o N o � � O W O O '4t r- O rn + N + _� w(n O O + co + M ro N �. O >* O 00 N N r 6 O N t o 0 0 0 _0•50 PROPOSED FI ISHED 00 0.50% (j SURFACE AT 1440 `C.— a' 00 0.96 ) + (0.53q) �'_ - _ EXISTING ND ® � — 1440 N r7 + r7 (1 12%) .r-=- --- -- GROUND + �.a �- =— — N N PROPOSED FI ISHED of � of "n 0) Co --- c � � � � SURFACE AT W CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY Z 1-435 — _ v Q PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 (V F— U 0] 30' DRAINAGE EASEMENT k o TO R.C.F.C.D. STORM DRAIN LINE "A" LD N E W P O RT � SEE R.C.F.C.D. DWG. N0. 4-800 w ROAD �� _ .. s .... . SHEET 3 SEE SHEET 4 y � A 13' a'L EXISTING GAS VALUING STATION "'"' TO BE RELOCATED � ' � 29 316 �� a .h''`� `� 261 262 265 266 267 268 2690 i INT. 10+00.00 BRIGGS ROAD �_ _ _ 112+47.81 ECR =STA. 113+20.74 OLD NEWPORT ROAD } ` ' D 211.14' mow'", \ 89.58' 116.22' 87.50' 59.19' 50.65' END 1001 E.P. TAPER �� 9 , LOT 323 r' LANDSCAPE LOT R LANDSCAPE LOT LOT 323 .� 8+84.00 A - I�EXISTING R/W BEGIN 10:1 E.P. TAPER 22 6 12 9j `' 6 c0 -- — — — — . _'` .S 3 40.46TC - 52 30 52 8 18 3Q _ 52 -� sr 22 11 39.79FL 18 r �o "' `� TAPER � 22 6 ��``� - '�' 10:1 - � '�^� 12 �- � 18 � � W TAPER iz �, o~'�� 12 10:1 (n (� - NOO'35'50"E , 10' W W - � o� '� � `o 0 10 D`L• � 'S0 �� 10 o o TYPE "F" DELINEATORS �, o o`a o� EXIST R/W �~'�, �' o ^� T1 TAPER �r PER SIGNING/STRIPING PLAN �o'(zv � '., `` o'�'c�. �` c �� , D� ' o� �v z (n TRACT_BOUNDARY _ F J 12 10 EXIST R/W STORM DRAIN LINE "A" SEE - - — — — — TRACT BOUNDARY R.C.F.C.D. DWG. NO. 4-800,,,,,--EXISTING POWER POLE SHEET 3 _ U 0 EXISTING DIRT ROAD EXISTING R/W-) W Q EXISTING POWER POLE EXISTING-POWER POLE EXISTING DIRT ROAD LLJ >_ � Q Of 10+33.00 Q ¢ END 7:1 E.P. TAPER o > BEGIN 10:1 E.P. TAPER W ��\J, �� J ,J , J— J J of w ZCD Q BRIGGS o CD r-- m N �' Z Cn o z + o r�� J�l �J 1 �O W W C U W ~ ROAD Underground Service Alert CONSTRUCTION NOTES COUNTY MAINTAINED ROAD ) BEFORE YO �Py Call: TOLL FREECONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A -800 APPLY ASPHALTIC EMULSION (FOG SEAL) 227-2600 B�CONSTRUCT 6" A.C. DIKE PER RIV. CO STD. 212 «� 10 INSTALL BARRICADE PER RIV. CO. STD. 810 TWO WORKING DAYS 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 BEFORE YOU DIG 12 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 17 CONSTRUCT 0.10' MIN. A.C. OVERLAY 9 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8" C.F.) OWNER / DEVELOPER: 22 CONSTRUCT 0.39' A.C. PAVEMENT OVER 0.80' A.B. (CLASS II) SOUTHERN CALIFORNIA 29 REMOVE EXISTING A.C. PAVEMENT p�/� SCALE: 1 = 4O' 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. NO. 404 (MODIFIED TO REMAIN IN R/W) CURVE DATA LAND MANAGEMENT, INC 52 INSTALL CHAIN LINK FENCE PER R.C.F.C.D. STD. DWG. NO. M 801 (MODIFY TO BE 4' HIGH 31676 RAILROAD CANYON ROAD AND ATTACH 3 1/4" YELLOW REFLECTORS ON ALL VERTICAL FENCE POLES AND 36" ABOVE GROUND) 0 DELTA RADIUS LENGTH TANGENT CANYON LAKE, CA 92587 0 20' 4,0' 80' 120' 160' (909) 246-1100 * FAX: (909) 246-1104 A 89'55'27" 1 35.00' 1 54.93' 1 34.95' W SEAL-COUNTY SEAL-ENGINEER ORK CONTAINED WITHIN THESE PLANS - BENCHMARK: TRACT 29837 I P 020074 SHEET NO. COUNTY OF RIVERSIDE CSL ENGINEERING, INC . SHALL NOT COMMENCE UNTIL AN r,�,?,,,OFESS/0N TRANSPORTATION DEPARTMENT QROFESS/p4, RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTIONOUNTY 0F RIVERSIDE ENCROACHMENT PERMIT AND/OR A 0q� �p a A. q� 11651 STERLING AVENUE, SUITE E „Tti F Q`� ci F` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 5 GRADING PERMIT HAS BEEN ISSUED. � APPROVED BY: �� 9y2 (909) 785-5122FAX (909) 785-5180IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE ATHE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR rzn I� m STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 No. 25917 1984 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * Exp. 12/31/05 * PREPARED BY: R.C.E. NO. 25917 BRIGGSR ROAD OF 21 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `PI CIVIC �Q K A. O MAN DATE J� P EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE 4PPF2. DATE q�F 0�� 3 9TF CIVi� 0��\ �? SCALE: " FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY OP CAO- OF CA1�F '` - '- - ' ! r '�`�'` ` 'DATE: ¢' H: 1 =40' V: 1"=4' — RECOMMENDED DATE RICHARD A. SCIANNI SO. CAL. LAND MANAGEMENT, INC. FILE N0. JN571/571 sip5.DWG/5-21 -03/S:40 N N 100.00, VC PI-63.22 FUTURE IMPROVEMENTS > 00% .01 — 1470 LT w BY OTHERS > O N O O 0Q O PROPOSED TO OF CURB , N N C14 W N , (D i� 389 LEFT OF (87 C.F.) p 6 n N — 1465 LT o + r N 6 N N ;, FUTURE TOP OF CURB PORTION OF o nQ + 4- N c0 38 LEFT OF (87 C.F.) W 100.00' VC `n w r:W � f W PI=49.42 o �0) � N.r' 0 STA. 20+00.00 rn p Urn o f J U N 0)uj CD 00 U w IDENTICAL POINT 0 M co po � — 1460 LT W SEE SHEET 7 FOR m °d° 0° o o °0 N cv_ W 100.00' VC � CURB RETURNS 00 N 0 OR LO `� W _ _ PI=45.50 w (7) 0) ro 0 4 + a. 0 6 00 - � v U U + + moo rnN N `n 100.00' VC > d ' O of N PI=63.43 1450 LT— o N w d- m p 0 r- — 1470 c� w O o 0 00 o O m� i TAN. GRADE=2.31� ® >o o � 0 O LO 04 O � N O + �� O L0 r7 i O1 0 to r- + EO c0 Q U O it? + T O > 0 p � � ao � � � K g6% c'� r- LO � _ N d- 1. Z m O o + cv .ram i 1445 LT— PROPOSED FI ISHED o EXISTING LE Y_ 0 L + 0) � (` m PROBABLE 0 1 465 SURFACE AT ALIGNMENT LO LO + - FUTURE FINIS ED Q + O 11ca l SURFACE AT Q H PROPOSED � ISHED 100.00' vc EXISTING GROUND ® � � � � p PI=49.63 `LO O 0i A n (` SURFACE AT > w IDENTICAL POINT M 1460 W 00 I? rr-. N o ' J=Q wo rU `O n . o ui O N o ,Z PI=45.71 O o + wU n +� O - 00 N � p � � 0) w1450 m g n r O o (30 o 0 � ,� wO O 0 p N U) + Q N Lo 6 N PROFILE SCALES + �� • 1.9 MZ <r + � -� _ N + .3:;_. d` + o LO _ O HORIZ. 1 '„ 40' N wFUTURE IMPROVEMENTS 1445 — VERT. 1 =4 BY OTHERS 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 CD rs � Q4 N + ZU Cq r7 CDC m CD A NOTARIZED LETTER OF PERMISSION u r ARnEZ� 33 ACCEPTING THIS SLOPE GRADING AND/OR w m + W � r. 1 � DRAINAGE IS IN FILE OF RIVERSIDE N COUNTY TRANSPORTATION DEPARTMENT ZD C-D PIl ¢{�/�J DATE OF LETTER: 5 4 0 ANGLER AVENUE ti�koo + SEE SHEET 7 TRACT BOUNDARY 90' � 11 45' 45' 277 z w 269 270 271 272 1 33' R3w� 1 0 273 274 275 276 26.�00 O R/W 11+49.20 BCRL s6, +49.20 ECR R/W L_g2.04 0 50.1 S0.15' 23.65' `'�� `f�p 10��, ��S L=16.40' _ L=96.54' 0 58.39C GRADE DIRT ROAD TO ' 0 LANDSCAPE LOT LOT 323� s�o�c �`'h`, 13.32 L=50.07 -52.0-2 - 57 2FL MEET EXISTING DIRT ROAD LOT 32 LANDSCAPE LOT 18 25+� 0 - s PROBABLE FUTURE CENTERLINE ALIGNMENT + A A 52 S 45.00TC �, �,, �6 l 24+0 44.33FL 12 30 52 �.0 1 g �'`�� 3 3 �V ,5� 30 S �^ 22 $ CA 0 12 F.o 12 1~'Q 52 ��i�'��°'o;�°��hLq LL 18 C tip'` 12 52 F `' QD £P (n = 23+00 FG? V) 02 22+00 h`O�� 23+19.61 TRACT BOUNDARY ®Ck W W s N00'35'50"E 18+00 ' 10' 19+00 20+00 21+ ._J (n PROPOSED STORM-DRAIN TRACT BOUNDARY--) AREA TO REMAIN DIRT PER STORM DRAIN PLANS - F- s m r_ Q EXISTING POWER POLE \\\ INT. 19+25.73 BRIGGS ROAD �; EXISTING POWER POLE EXISTING POWER POLE =STA. 12+22.20 ANGLER AVENUE o N STORM DRAIN LINE "A" SEE R.C.F.C.D. DWG. NO. 4-800 SHEET 3 Underground Service Alert BEFORE y °Go Call: TOLL FREE 1 —800 CONSTRUCTION NOTES y 3 —CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A ua 2 2 7-2 60 0 11 60-APPLY ASPHALTIC TWO WORKING DAYS INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 BEFORE You DIG 12 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 BRIGGS ROAD 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8" C.F.) 22 CONSTRUCT 0.39' A.C. PAVEMENT OVER 0.80' A.B. (CLASS II) CURVE DATA OWNER / DEVELOPER: 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. NO. 404 (MODIFIED TO REMAIN IN R/W) INSTALL CHAIN LINK FENCE PER R.C.F.C.D. STD. DWG. NO. M 801 (MODIFY TO BE 4' HIGH O DELTA RADIUS LENGTH TANGENT SOUTHERN CALIFORNIA ( COUNTY MAINTAINED ROAD ) 52 AND ATTACH 3 1/4" YELLOW REFLECTORS ON ALL VERTICAL FENCE POLES AND 36" ABOVE GROUND) LAND MANAGEMENT, INC . SCALE: 1 = 40 90•00'00" 35.00' 54.98' 35.00' 31676 RAILROAD CANYON ROAD © 9'15'15" 1900.00' 306.88' 153.77' CANYON LAKE, CA 92587 0 20' 40' 80' 120' 160' (909) 246-1100 * FAX: (909) 246-1104 C 9'24'57" 1862.00' 306.00' 153.35' NOTE: O K CONTAINED WITHIN THESE PLANS SEAL-COUNTY SEAL-ENGINEER INC BENCHMARK: COUNTY OF RIVERSIDE CSL ENGINEERING, . TRACT 29837 I P 020074 SHEET No. SHALL NOT COMMENCE UNTIL AN QROFESS/4 TRANSPORTATION DEPARTMENT QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A ��,o A. 0Ty�F � P�D A' Scq�F 11651 RIVERSIDE,ST CAL FO VENUE,NIA SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY OF RIVERSIDE 6 GRADING PERMIT HAS BEEN ISSUED. �� vZ APPROVED BY: �� 9yyIRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A Z , Z (909) 785-5122 * FAX (909) 785-5180 STREET IMPROVEMENT PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR W Y m c� m ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. rT'33950 /��/O No. 25917 1984 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL yF Exp. 6/3OZ06 * * Exp. 12/31/05 * BRIGGS ROAD PREPARED BY: R.C.E. N0. 25917 FOR OF 21 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `r� CIVI\ �Q' K L D A. AN DATE J'J P '" �, EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE qTF OF- CA`\F�� -�D�O gTFOF IVIL\F��\ � ��--G / DATE: SCALE: " " ' k c_=I�,.c,.�.�.-- q-! FO. CAL. LAND MANAGEMENT, INC. WO FILE COUNTY NO. REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE CA RICHARD A. SCIANNI H: 1 =40 V: 1 =4 3 ... JN571/571 sip6.DWG/4-1 1 -03/S:40 t 04 100.010' VC _ P16 2 T _ 7C L FUTURE IMPROVEMENTS _ _ __ > _ :__ - E BY OTHERS A. O F3 O _ p x U _ N E CURB �: o _ PROfE T _ .- p m O -0 f�J N tET.i 0 O Q at) d - _ t 1. .Ld. C : n L r7 s r— U R TOE' F U L O �h C _ , 1 § t�U rtl et y- f�ORTTON OF � a .{,, _ � e�i d O(jC14 CID _ { n Or_- I0• < - _ t{) _ _ I-4 4 - K ETA. 20+W 00 Q; _ _ c p U Uj w ►n, 00 + 2'�� - LT n c� IDENTICAL POINT o cv ,n 0 SE SKEET 7 FOR � - M o RETURNS o : 1 E11f310 VC -� C �`' a-o �' Ln -- u_ • N cat ao r: _ . _ V4 + . _ LJ r * ' 4 c a' , o c� . s o a Q o 100 VC _ cv ,n _. _, _ _ u - `} + , > + (u PI=6 .43 cv - _ _ _ 1-4 w : , _ ao - _ __ _ _ c _ _ - o © _ _ _. 0 _ o c _ as TAhI. Gf?ADE 2.31 to En co _ o01 m!- u°r Co m 'F a0 _ _ ,,,• _ :_ _ cv +to o o a - p - + as ±� - ett_ __ _ �6 z 10 a ►� - a .5fl r- EXISTfNG GR0 ND o PROfOSD [ ISHED _ a m � PIAe�E o _ �- _ 1465 � # 44 LT _ o r� ALIGNMENT _ , + _ : - F t7 y__ St�R�'ACE AT � _ n V . TrE E Q _ i Eb y �_.�_`" � _: h . . _ _ . : ACE AT : m -_ _ • ' _ _ 100.Q0 VC E S NG GROUNID 0.3 .#J 49.53 -. _ rv,,_ .......-... .F,T....,......_.. .> _.. _ _,.._.. --.. .� AT _ - ... 100. VC ! © ,n14 r �i W p + p _ -. Z B Q t (n O o - - r n 4 _ . Li h hl to O '}. >_ 1450 - E + + LEACL E3 d i� Q 8, : ; , 0; Q -.. rnt - II � » A - PROFILE SCALES + o W + . . - N + - _ + o HORIZ. 1 =40 cv _ 4 0 FUTURE IMPROVEMENT - 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 + ZU O® m 0 3 A NOTARIZED LETTER Of. PERMISSION V PARCfI i3a ACCEPTING THIS, SLOPE GRADING AND/OR M m N P�1R� C � "�837 DRAINAGE IS IN' FILE OF RIVERSIDE COUNTY TRANSPOi�T TIO!! DEPARTMENT �ILJB /f2 ' DATE OF L�TTER�` ANGLER AVENUE i GO SEE SHEET 7 T BOUNDABN 21k� 90 e � 11 45' 45' 27 Fes. - - 7 269 270: 27 ,r72 1 ' 33' 3 ' 1 ' 273 275 " 276 W =26kd� ... >F 11 . 0 CR �W - 4 0 E �174 R/W z L-92.04' 00 y. 1 15 • > L= f 4' 8 GRADE f 23.65' S l/` 1 s, 13.32 L-50. 2.02' •5 0 5 . DE DIRT ROAD TO 0 ----''LANDSCAPE LOT �` -. `� r - T ; ' ,--' - 1 st -"'` MEET EXISTING'DIRT ROAD 25} w' LOT � LAN0CAPE LOT 8 O - L - PROBABLE FUTURE, NTEf�[]NE ALIGNMENT + A F N to 45.00TC n - 2 S>, �_ 3 �, 2 24,1. 52 �1�0 22 6 18 C %,c 12 5 3 °D o s £P Q W h f e h F•- W , 23+� r W N0035'50"E 18+0019+00 — — +00 - f `�, 2 +19.&1 TRACT OUNDARY Ot W ' 20+00 21+/ 110d .Z � `� �/' l �' �/ 'J Lam. — (n P8SE8 �` /TRACT BOU)bARY J4REA TO RETAIN DIAL_; J -- PER STORM DRAIN j t Q EXISTING POWER POLE INT. 19+25.73 BRIGGS ROAD N EXISTING POWER POLE EXISTING POWER POLE =STA. 12+22.20 ANGLER AVENUE o T N STORM DRAIN LINE "A" SEE R.C.F.C.D. DWG. NO. 4-800 SHEET 3 Underground Service Alert BEFORE yoG a� Call: TOLL FREE NOTES 1 —800 CONSTRUCTION 3�—CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A 2 2 7—2 6 0 0 11 ,INSTALL STRAPPLY EET ET NAME SIALTIC GN PER RIV. CO. STD. 816 TWO WORKING DAYS 12 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 BEFORE You DIG � BRIGGS ROAD 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8" C.F.) 22 CONSTRUCT 0.39' A.C. PAVEMENT OVER 0.80' A.B. (CLASS II) CURVE DATA OWNER / DEVELOPER: 30 CONSTRUCT MEANDERING SIDEWALK PER RIV. CO. STD. NO. 404 (MODIFIED TO REMAIN IN R/W) 52 INSTALL CHAIN LINK FENCE PER R.C.F.C.D. STD. DWG. NO. M 801 (MODIFY TO BE 4' HIGH O DELTA RADIUS LENGTH TANGENT SOUTHERN CALIFORNIA ( COUNTY MAINTAINED ROAD ) AND ATTACH 3 1/4" YELLOW REFLECTORS ON ALL VERTICAL FENCE POLES AND 36" ABOVE GROUND) ND MANAGEMENT, INC . " - 40' 0 90•00'00" 35.00' 54.98' 35.00' 31676 RAILROAD CANYON ROAD B 9.15'15" 1900.00' 306.88' 153.77' CANYON LAKE, CA 92587 0 20' 40' 80' 120' 160' (909) 246-1100 * FAX: (909) 246-1104 C 9'24 57 1862.00 306.00 153.35 WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY SEAL-ENGINEER BENCHMARK: TRACT 29837 I P 020074 SHEET NO. COUNTY OF RIVERSIDE CSL ENGINEERING, INC. SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION11651 COUNTY O F R I V E R S I D E ENCROACHMENT PERMIT AND/OR A ��,o A' or -fe ��P�� A. Scq<<n RIVERSIDE, CALIFORNIA U925031TE E OF NEWPORT RD. & LINDENBERGER RD. A 1" „ „ G GRADING PERMIT HAS BEEN ISSUED. �, y APPROVED BY: -Co 2 z ¢ 9yyyz (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR W Y m m STREET .IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 No. 25917 1984 ELEV.= 1425.301 FOR Exp. 6/30/os No. 12/31/05 PREPARED BY: R.C.E. NO. 25917 BRIGGS ROAD OF 21 SHTS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * yE OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE .�� Q K L D A. AN DATE J' P EXP. 12 31 05 MARK BY DATE APPR. DATE 9 CIVIC. �� j. CIVIC- �� SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS OF CALF -m-0 FOF CAS\F0� DATE: `�'-¢-07 FOR: W,O, COUNTY ? REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1"=40' V: 1"=4' SO. CAL. LAND MANAGEMENT, INC. FILE N0. JN571/571 sip6.DWG/4-1 1 -03/S:40 PROPOSED TOP OF CURB PROPOSED TOP OF CURB 18' LEFT OF � (67C.F.) 33' LEFT OF � (6" C.F. PROPOSED TOP OF CURB 41.20' OC 18' LEFT OF (67 C.F.) AN GRADE=2.31 50.00' VC 9'4 9'4 9'4 94 J PI=32.96 31.80' VC 35.82' OC 39.27' OC 50.00' VC w �'- U ti � 0 PI=31.72 6,4 6/4 9, L/.4 &/4 PI=40.87 U � v o0 00 c > U U 40.00' VC 50.38' OC 50.00' OT 23.06' 50.00' VC 39.27' OC m T m o m 2 w m U > o P1=41.25 OC PI=40.24 > U > LO __M � w Ln �` o 0 0 o m O U o 9'4 9'4 °1'4 �l'4 m _ > w + U J c0 (j p p lil M O _ U L� m N 0: c m. O O 0 � mot• J d0 H p ., O U >. 1-435 LT - 1435 RT 1445 LT _ - 1445 RT M d O ¢0 � O O X > U _O 1* m O p M M U LL. J U O M o O O O M U O O + J W � M O+ 00 NO+ NON + N+ N 0CDU-) 0 � � p_ m W � wM M M pM � + M � � dojo ON � ^ � n UNCV N ,N � M M .' MGM + 00 HMO Co n M M O N O OU 0000 ON X U M W M M M M -O.HB% N , + + M N o0 U O O 00 O M O O U 0 r1i + O .- U c>D H Qj NIr- > N U O M et �`) r,� '*N O H1.057o t- F- 00 C. N O W TAN GRADE=0.40% .05% M M M nm M O > ______,� m o o r, LID o M N N � (n 00co to m ca CD N rn + N .-- N o v 0) ao 11+99.37 EC � � m -0.50% m � D+o � rn �� rn � + rn rn ^ coUrnvrn � ,,� rno2 o ^ n � � U 1430 LT- TAN GRADE=-o.30%1430 RT 1440 -LT- PROPOSED FI ISHED Om MW M M O 31.87` -0.5090 a 50.00' VC AN GRADE=-1.4090 -� rn M M M M ± '�9,4�9,4 9,4 9,4 m TRANS. FROM - 1440 RT a � _ _ 31.80' VC 50.00T VC GRADE=2.60� PI=32.94 SURFACE AT 20 VC TAN GRADE TAN 1GRADE=-0.509� PI=41.15 EXISTING 54.98' OC2. CF:-Tfl 8 CF c� X Q > PI=31.70 a a PI=41.42 GROUND z a U c� 50.00 VC to � > > m U > U i 15.5 10' V a � -' > c w w LL m w > 0 U Q X Q Z r` m PI=40.16 m C _j o O O O o m m w N _j (n U d U J O _j h Q > W - > > z O LPL O LJi LNi O O O O 0 11 lt- LL C� 1 1._ " U - U U U ~- St- X Q ��'.- U L W - 143 - �, � � . � o No 00 0 03 w� 0) - 1435 1445 a U o Q X LL. r1i p 1445 't � �N O N � �} O n O O M LL.M LL M L� M - N Q m U (n Li O p� cD O N o p+ i4 + -++ �ON + Lo nj + N± N O M OLO O M N m W _Z O W O O Co N+ N O p CO N MOMM ►')OM M � M� M - N00N � + N� pMj� �� O {- N 4j ULO O> MpSr�- `r _ _`� p (n J (n0 Ocnp � W ,+ �0 � Na0 cprn 00 � � O D.HH9� M 4 •2pT Q Do U No �-+ � - ^ M r LO� O O LL.o li 0p LL-O O D' �N p O O + cD ± O 00 M M N 17 N ON ON O N �� M M T- r`) O f C (n O > r-� t h ct 0 M N � LO O �� N M+ d �t cf + �•H8� 1 s1�o PROPOSED 1.0 W QF L� m •� _ O M 4 nO �� + p O + M � N n `2 6 IDENTICAL POINT 4°>� 00 -0.67% rn 't �rn + M+ vi+ vi+ Oio 60 �� M M cn PROPOSED FI ISHED 39.27' OC 192.2 rn Mrn MO M� M� M ESIGN PROFILE SHOWN AT ; 1430 - 50.00' VC FINISHED ►� - 1430 1440 �- _ 37.00' VC SURFACE - 1440 EXISTING GROUND 9'4 `�'49'4 9'4 PI= 6 SURFACE AT °o' Ln -1' •88% �% FROM STA. 0++53.00 FOR IATO D1+I49.20 PI=47.08 � � 32 9 + ao 36.87 OC U ►� 9, . 7' 9, 39.2T OC 50.00' VC o `�' n_ > _.__ _ ___ _� _ ____ __ _ 4 4 4 4 J 40.00' VC 50.39' OC 50.00' OT 44.06' OC 26.12' 39.27' OC ey PI=40.87 m_ N m � w 4 U TAN GRADE=-1.96 M w M W _. o v 0 rn PI=41.25 DC A/4 &/4 &/4 °y4 w U_ > > w 1* 1435 RT- a Co p � 4 0 d) * o 0) _ - 1435 RT 1445 RT 0 � 0i p ± �;;r'' F 0 - 1445 RT cD 1- ^ �- + 00 O U U M M M O O ca J (� + M U U p� M et U c0 c0 Li mMM M rN pe) MO ± MAN rn 'ao NO M n M ^ w m M - W J c0 _ _ IU- trn r'j ►- cm0 M O W LL. LJi O -0.88% + • + cD LO �tw �_ U O LO O m _ to r� o " o + o' o N Sri O.50% -_� M 04 M M M M W M O r- > " � U to O t0 C� U n N O Npw O 0 �t N+ Ln Cfl O) F- O � sF O U N Co UO 04 LOB O O o 0000 o0 ^ M d- U TAN GRADE=-0.50 0 w -p_50i w t 0.5890 m + o fn + o + 0 0 0 o W m �r + p � d f- TAN GRADE=0.52% _ � rn rn �t `� � rn cP - 1440 RT 1430 RT- PROPOSED TOP OF CURB - 1430 RT 1440 RT- -0.50% + 0 w 18' RIGHT OF (6" C.F.) T AN G 0.50%ADE TAN GRADE-1.�8 PROPOSED TOP OF CURB °'4 °'4 9'4 9'4 W TRANS. FROM PROFILE SCALESPROPOSED TOP OF CURB 54.98' OC 6" CF TO 8" CF HORIZ. l "=40' 18' RIGHT OF (6" C.F.) VERT. 1 "=4' 33 RIGHT OF (67C.F.) 10+00 11 +00 12+00 13+00 CONSTRUCTION NOTES 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6" C.F.) CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A 3 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A 4 -CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTION) 55 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) 6a-APPLY ASPHALTIC EMULSION (FOG SEAL) � INT. 10+00.00 ANGLER AVENUE 77 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 =STA. 12+41.85 SALMON STREET 16 CONSTRUCT 6" TO 8" C.F. TRANSITION PER RIV. CO. STD'S 200 & 201 SALMON N 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER STREET Q PER DETAIL ON SHEET 1 c, o' , WARM SANDS ��t, 25 CONSTRUCT TYPE "D" CURB PER RIV. CO. STD. 204 (6" C.F.) W 2 SEE SHEET 13 m m W w 50 S 7 c� + C14 w oe� w 1 o N 24 14, DRIVE SFF S�FSyQ o o o �9a3� SEE SHEET 10 �,� 49 INT. 10+00.00 MERIT BAY DRIVE 44' f / 4 ti��FT RF + � o �N =STA. 19+58.48 WARM SANDS DRIVE 22� 22, o 22• ¢ T J o �o 273 18 18 + W j " 9 8 z �;M 19+93.73 BCR 77 0 M ow 8' ,82' 7+94.62 RADIUS POINT301 300 299 �� 24 O 11+83.85 ECR p0 �� T sr _ 4g INT. 12+22.20 ANGLER AVENUE �N N 78 ao� � 20+04.84 ECR � � � � 11+98.85' 0 8.J � F -STA. 19+25.73 BRIGGS ROAD C�p _ / BCR w M a; 13 62{ 8`` 11 67.45' 4 L=26.53' (� OF D I r `r n 18+22.28�- � �� jl ! 3 39.14 43 - 11 c 1 m L=45.80 L=56.03, BCR / ^ 302 0 4 3 ,�o _ Lo F( (0 ' �" ? - 32.43' ~' ~' / `OA rn L=46.V 00 B 40.22TC 43.40TC 59_g4 INT. 12+71.39 MERIT BAY DRIVE ��'L 36_50 - - B N 4477 45.7flTC 16 i- 39.72FL _ 42.90FL 1 rC EXISTING DIRT ROAD =STA. 17+85.05 BLUE WATER WAY �-' 39.2 r? 44, 45.2 FLAT 32.701C C 31.87TC F 0 4 24TC N co �9 F, SEE MEDIAN r7 p 27F( Q W 3 32.64TC N 11+00 32.20FL B 1 31.37FL 31.50TC O.7pDETAIL B 4 4090TC ��, �� L 39.74FL 1 `" 2 2 DETAIL ;�4_j DDEE MEQIE OW =Fc 40:40F �`� I �c 1 0031.00FL 206 � BELOW 1+00 C� - o (n 30FL c1- 7 �'o ,9 _ 00 a, "12+0 Q 00 ,,, 32.20E 1. FL ii '�6 c� N89*2411 W 0:Ld \ 4 g�pp1,111'3p'1$"E K g 9� jC M N ��'� 9.40 - 1 m L,J N55'S - 31.10FL 6 32.30F1 PROPOSED ¢� `Ft. 3 40.40TC 43.40TC 44.77TC 42 2 c 32.08 - 30.8 '• STOR � cr!L=26 72' 30 62 FL M DRAIN 313 $ 9 B 39.90FL 4S�DT F �9 61.50 ' "�-- `` � � r cn N B F�� 44.27FL ¢ TRACT BOUNDARY CR c 4 w 46.13 EC BOA t 7 Ap ��A2 J c Lr; 12+ 85 3 3 l AS � 17+ G o 36 u - 0o S20F & EXIST. R/W +15.48 B R LA(iN � 7 CH 207 s�p¢OlC �ODp 4 m EC �� 124 6� 67.45 4 L=19.61 16 3 K5 w C m 4 o o J 12+99.85 BCR 8 11 Qo F� I N O rn 46 7 6 ^� } :: o 0 5.00' 18+57.73 ECR s6�.�`s�' Q !� 41 �� o �, + ( ,�; �o L=66.55, �� .. 6� o - 304 305 44' ¢6 T F� I o 44, �� 272 0' ¢S9 4, 2, STORM DRAIN LINE "E" � o m ..: 22; 22� m om w 6F U U 4 22 2 SEE SHEET 19 208 � 0 18 18 4 W w CO w ' 22 303 �� o _ � I6 0 22 18 18 0 + r; o 0 0 .� o 18' 1s .a C) M + SALMON N + �c o 40 SANDS BLUE WATER SCALE: 1" = 40' �� `' 24 STREET o o � � o + + Underground Service Alert Wp`RDR'�/E 0 WAY 14 SEE SHEET 13 BEFORE yoG S►-IEET 1 SEE SHEET 0 20' 40' 80' 120' 160' 41.30TC 25 43.02 C 45.52TC 45.77TC �Py o Call: TOLL FREE SEE 209 40.80FS 42.52 S ��G 45.02FL 45.27FS 1 -8 00 R IFS R ��S 227-2600MERIT BAY CURVE DATA °' 11+00 °`b, 25 R ��h�� TWO WORKING DAYS 0 DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT BEFORE YOU DIG ANG R ItIN 25 DRIVE , „ , , , „ , , „ , , A 94'25 39 25.00 41.20 27.01 G 84'29 41 25.00 36.87 22.71 M 05'18 24 282.00 26.12 13.07 45.52TC 41.30TC 43.O�TC 45.77TC B 90,00,00" 25.00' 39.27' 25.00' H 212'15'29 38.00' 140.77' N 04*24'19" 333.00' 25.60' 12.81' 40.80FS 25 42.5 FS 45.02FL 45.27FS AV NUOWNER DEVELOPER: O O O SOUTHERN CALIFORNIA (PRIVATE STREET) © 18'07'08" 318.00' 100.56' 50.70' OI 12-42'13" 104.00' 23.06' 11.58' DO 04-24'19" 300.00' 23.07' 11.54' w m w m LAND MANAGEMENT INC . DD 18'07'08" 300.00' 94.87' 47.83' O 24'16'21" 104.00' 44.06' 22.36' © 04'24'19" 267.00' 20.53' 10.27' PRIVATE STREET � � M DIAN T I 31676 RAILROAD CANYON ROAD OE 18'07'08" 282.00' 89.18' 44.96' DK 14'41'12" 300.00' 76.90' 38.66' ® 90'00'00" 35.00' 54.98' 35.00' o o+ 1" =20' + + CANYON LAKE, CA 92587 (909) 246-1100 * FAX: (909) 246-1104 0 82'04'55" 25.00' 35.82' 21.76' © 10'01'28" 318.00' 55.64' 27.89' ® 180'00'00" 9.00' 28.27' NOTE: CONTAINED WITHIN THESE PLANS SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT 29837 I P 020074 SHEET NO. CSL ENGINEERING, INC . SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pA, RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE GRADING PERMITPHAS (BEEN ISOR ASU D. ��o�� A DTyy Fy APPROVED BY: ��`�P�° A. S��9�Fy RIVERISIDEERCAL CALIFORNIA 03SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" „ „ 7 z� 92 61 c; yy (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w '` m m STREET IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILJTY OF THE DESIGN HEREON. 33950 � �� No. 25917 1984 ELEV.= 1425.301 Exp. 6/30/06 �d Exp. 12/31/05 p PARED BY: R.C.E. N0. 25917 FOR OF 21 SHTS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * * * * MERIT BAY DRIVE & ANGLER AV E N U E OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J'j CIVIL �Q K LED A MA DATE J'J. CIVIL �P EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE gTFQF- Cp,�\EO�� v� 9TFOF CAL�F�� = `'G`�--- `~� DATE: `,)'-¢-03 SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1"=40' V: 1"=4' S0. CAL. LAND MANAGEMENT, INC. FILE N0.931"10 JN571/571 sip7.DWG/10-31 -02/S:40 SEE SHEET 10 FOR 39.99' OC PROPOSED TOP OF CURB CONTINUATION 9, A/ A/ A/ 18' LEFT OF q (67C.F.) PROPOSED TOP OF CURB J4 4 4 4 ,�to J 18 LEFT OF (67C.F.) 50.00' vc 1* PI=34.19 to °° dm-' of o SEE SHEET 14 FOR ' 50.00' VC 0 ,�. W rn CURB RETURNS m r° PI=32.50 o a N 00 M cr U m W CJ 'L6 to d + M 00 O U CL > O 7 a O 00 O W M M to L6 + � tODLO O W Opp LN O � O0pr`) to + 7 O O e} O O O pp 00 N � � p + OR _ -0.5. N 4 � L p � M N �- 1435L 1-435 LT- - M M o O o N r- + + + M 1-i + N O O 0 O + � M r- M � M 1 �`� M -0.50 M -0.50% M �M ,,� (D o U) N ,� M M 0.52% -0.569' r�%i M M-� ► L0 M M W�0)4 5 M CROSS GUTTER PROFILE w SEE SHEET 10 FOR 64.80, OC 16+02.00 w CONTINUATION 32.40' 32.40' ti�� C.B. NO. D3 PROPOSED FI ISHED 50.00' VC PROPOSED FI ISHED 1430 LT- � - G�s 32.56 TC SURFACE AT PI=34.15 o)- 1430L z SURFACE AT A 100.0o VC 0 w m % PI=32.46 0 w � c3' > > a N � ao r M 0 0 c� m w rn af r 04 Lo rb � � �° a 0 z 0 o 0 0 • M M > WM 1'0to LO � `� NM + N co h to m �_! � O W W 00N N � 00 � 1 �, M d + ' N CA cD t O O U O O O 00 o + O O + 0 - -V•�U7 M 50'� M tfj M Nj _ 1-435 CO a- 143irt e} to _r .; r U{} N _ O N _to t� `d. ._ CA 4 (» 4 E3) M M M M + Cn O p, N O O O O N w N + M M M M f+) -0.50 M 'M rN + + c° + N c�.I c i 04 + t� N ,i '� •52% -0.56% M 0 0.52% "' --�' SEE SHEET 10 FOR 113.40' OC 41.04' OT 29.55' O CONTINUATION OC O r so.00' vc + 143C� 1430 `�- PI=34.19 �- N W U J _j 0 j C" d m 0 N o 0 EXISTING GROUND ® � m w rn w EXISTING GROUND Q Utt) co Nrn co a UCi VN a O O O 1* m M o p O m W 0 0 p - M M 00 f0 -0.50% W r` 0 Sri ± m M ,M� O d- M Ln <:._ o _ 'n _ o M --� m: M M + o C� _ _ •I: _ _ _ O O �} _ t o__ + } 1435 -RT _ - M N N m o N M M N - 1435R M + O M O + M r- M � M M M -0_50% ,� � �M� �,� + °° + °- r1i i. M M 0.52% -0.56% rr M � rN � cn 52%M � M --i W 0.To-. J PROPOSED TOP OF CURB PROPOSED TOP OF CURB 1430 RT- 18'' RIGHT OF � 6" C.F. (6" v- 143OR C ) 18 RIGHT OF q C.F.) e PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 WARM SANDS INT. 15+97.51 LAKESHORE LANE DRIVE =STA. 11+95.96 CLEAR LAKE LANE r �" BLUE WATER oo � SHEET 10 o o 10+98.36 BC SEE I WAY a + z = c) 24 SEE SyEE-� 14 `� m � 24 N CD to m 44 � " � co EC If co U i I d- v 22' 22' + cn c�. � co � MMz � tt W r 18, � I � 6. 4 0 n o 18 94 95 96 97 - o CA � � co 0 61 62 63 �� ^� 0 93 311 98 103 104 105 M� -� _ 10 8.74 Ec �o + 90 91 92 ..t { -_ ��Y ;'-f� 99 100 101 102 N' 7 r W 11 �' r`'�' N `r `; °� r ' +=481p1' , BC 1 a 10+43.00 BCR E �`�' I! L=52_11' 1_ L=52.98' L=52.29' a �; 8 c ' `3.9 41.80' `) 10+43.57 ECR 52.38 - - L=12.05' 3S 2TC C - _ 60.00 'r' 24 o m L=_ _ s�?,r - _ 41.00 L=39.78' - - J L=38.45' _ L=38.55' _L=50.18'_ L=50.0 mZ C 2 - - - _ - - - - - CROWN B 35.31TC "' 24 L=39.25' L-50.05' _L=52.23_ N K7�F�,4PROPOSED 24 L 7 4 -50.16' L=52.03' �n L=50.02' L=50.15 �INE 11 34.81FL TORM DRAIN ��, �r 33.21TC �, 7 4 N o0 34.59TC 1 33.23TC °0 �'- $ 15+00 17+00 33.17TC 4 `v 34.09FL 3 "� �� '� 34.15TC 4 32 7 G, 24 32. L �v o0 20+00 7 S 32.71 C _ 11+00 3FL 32.82TC 5 16+00 80TC 32.67E 33.83TC 21TC � `r\ A N86'00'54"W „� G N _ 3 18+00 N P 7 4 33.33FL 33. �D o _ ^� �• 'S' ^� F 3 7 14+00 24 32.32FL F a "� 33.65FL H _ J 3 � 32.30FL 0 3 34.99TC"►- - 3TC co �? w� 16 3.17T _ 19+00 T U 32.71FL � 22 7 3514TC 34.49FL N 5 6 12+00 33 2 I C I - 7 35 35TC 34.64F\- 34.33TC 13+00 5 6 32.73FL M , 32.67FL 7 5 g _ T;4R 33.83TC 34.85E - 33.83FL N L-4 . `� °O 7 I � =48.80 11.33 N, ,'` 88 2, 33.33FL - - �O- _ 4 0 31.71' 4' n U'- 11+50.98 ECR 0 8 11 11+51.01 BCR N L_ ) L=50.12 W 50.00' -- � L=21.2 �, Z -33.23 _ --- L=50.21 -}- L 438T 41'0 o J 50.00' L=50.90' L=52.01' L=50.11' L=50.33 G v I v J °' L=50.20' - - - L=30.42' LOR O 0 J �, �o J L=50.04 ? L=50.01 L=52.10 0; 0 � Co o_ II • INT. 10+00.00 LAKESHORE LANE 11 m 106� Lo 1 0 2 LU 0 =STA. 10+00.00 WARM SANDS DRIVE 21 19 18 17 16 15 13 Lq , , 53'F to 9 8 4 3 20 w 14 0 33 20 7 6 5 Al CLEAR LAKE o PROPOSED STORM DRAIN LANE o, + LINE D , SEE SHEET 21 SEE SHEET 12 W INT. 12+24.53 LAKESHORE LANE N =STA. 10+00.00 BLUE WATER WAY CURVE DATA 0 DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT CONSTRUCTION NOTES A 112*01'28" 58.00' 113.40' 86.03' L 17-25-44" 900.00' 273.77' 137.95' Underground Service Alert 0 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. N0. 200 (6" C.F.) � �� BEFORE roe Call: TOLL FRLE �-CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A AK SHOR AN © 79'00 00 47.00 64.80 38.74 OM 93'53 57 25.00 40.97 26.76 P ° ,� -800 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A © 79'00'00" 29.00' 39.99' 23.91' ON 93'51'43" 25.00' 40.95' 26.74' a CONSTRUCT SIDEWALK PER RIV. CO. STD S 400 & 401. (SEE TYPICAL SECTIONS) 227-2600 55 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) 0 16*16'46" 104.00' 29.55' 14.87' 00 4'26'23" 882.00' 68.34' 34.19' "a APPLY ASPHALTIC EMULSION (FOG SEAL) ( PRIVATE STREET) - , „ , , Two WORKING DAYS 77 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 OE 90 00 00 25.00 39.27 25.00 © 14 54 46 982.00 255.59 128.52 BEFORE YOU DIG 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 OF 91'58'09" 25.00' 40.13' 25.87' ® 14.54'46" 1000.00' 260.28' 130.88' 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER PER DETAIL ON SHEET 1 © 10.37'19" 982.00' 182.05' 91.29' ® 14.54'46" 1018.00' 264.96' 133.23' OWNER DEVELOPER: SOUTHERN CALIFORNIA H 12'35'28" 1000.00' 219.76' 110.32' OS 14-07'05" 2018.00' 497.25' 249.89' LAND MANAGEMENT, INC . SCALE: 1" = 40' 01 12'35'28" 1018.00' 223.72' 112.31' OT 14.07'05" 2000.00' 492.81' 247.66' 31676 RAILROAD CANYON ROADvw%� O 5*13'41" 882.00' 80.48' 40.27' OU 4.54'46" 1982.00' 169.95' 85.02' CANYON LAKE, CA 92587 0 20' 40' 80' 120' 160' (909) 246-1100 * FAX: (909) 246-1104 K 17'25'44" 918.00' 279.25' 140.71' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT - 29837 I P 020074 SHEET NO. WORK CONTAINED WITHIN THESE PLANS pFESS/ SHALL NOT COMMENCE UNTIL AN QR �N TRANSPORTATION DEPARTMENT QROFESS/p�, STERLING RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE GRADING PERMITHS PERMIT BEEN ISOR ASUED. �� A oTy� Fy APPROVED BY: �� P�° A 5��9 Fy RIVERSIDE, CALIFORNIA U92503TE E OF NEWPORT RD. & LINDENBERGER RD. A 1" 8 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A Z , z (909) 785-5122 FAX (909) 785-5180 STREET IMPROVEMENT PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR r*i ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 No. 25917 2 1984 ELEV.= 1425.301 FOR 2 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL yt Exp. 6/30/06 * Exp. 12/31/05 * LAKESHORE E S H 0 R E LANE U PR PARED BY: R.C.E. N0. 25917 OF SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 3 OI D S' S y s� P KHA D A. H N DATE s MARK BY A PR. DATE '9I• CIVI\- �� T CIVIL ��P f.�. EXP. 12 31 05 SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS F�F CAL\F�� '�D � '3 F�F L\F�`� " ' c'`V`"`` ``-DATE: 9-¢"O.7 " "- FOR: W.0. COUNTY 2ft ir REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMEN ED DATE CA RICHARD A. SCIANNI H: 1 =40 V: 1 -4 SO. CAL. LAND MANAGEMENT, INC. FILE NO.9 - I 3jw JN571/571 sip8.DWG/1 1 -03-02/S:40 PROPOSED TOP OF CURB- PROPOSED TOP OF CURB- 18' LEFT OF (6" C. F.) 18' LEFT OF (6" C. F.) 50.00 VC SEE SHEET 10 FOR 39.99' OC 50.00' VC PI=33.88 CONTINUATION PI=32.90 • - '�4'/4 9'4 �4 0° SEE SHEET 14 FOR > 00 U U � U oa J CURB RETURNS L` U > m m w rn w o LiCD > p > 50.00 VCit L) 0 50.00 VC of m � m 2 w U M CN M o > PI=32.00 > a cD o m M m m Cn P I=31.45 w N '`� po po po „ m w 00 ,n rn O ►O m 1435 LT- + m w M p - 00 o �; + °° rn- 1435LT It— O N 00 � N N p O O a0 M M rnM rnM K) N m to 00 OM O O O LOU Ocn M � N It � M O O O N � a0 �p rn o0 a0 00 cD M � M � M M M co �,� to M d 0 O O }- N + + . -F N O LO � + • O 00 to O O � + MN e} N 4- N M � � 0OU N � cV � N �0.51� - .Jrs'Io M UN N N + N tDU N � ► M 0.50% T- M M rM + � + > + M M W M M M P O + cD + LO> + cD ± -_ --0_jQy_ 10 N O N O � N W T Mm M-0.5090 o .- M M +0 . 0 �i. r M � Mm � M U I 1430 LT- 11+28_84 'L�s 321.0. 0. D3 � 143OLT PROPOSED FINISHED � � PROPOSED FINISHED 50.00 vc �- �� 31 56 TCC. C3 CROSS GUTTER PROFILE SURFACE AT "L 50.00' VC '�: SURFACE AT PI P1=32.90 U U 0D n �., Z A�, > o > + Ld A _ m o 50.0 VC m w M (n SEE SHEET 10 FOR c� m w t U a- o p p = U�_7CONTINUATION p 50.00' VC > ,M 0 o0 0o po M m PI-32.00 w m po1435 - O O rN m PI=31.45 w M o + o o ai o "� + 1435ON o O o o NNN � + Oo + + N nj m o ,� ,n + co M M rnM 0.55% MO p rn rn N � 00 O O O O N M rnO O O + O + M I� a0M (D M � M M M O + U> DO N M M N M N t N 'V M I O N M N I� NCI-° -i- _ LO M � �`) � M � ►� r- M o "O -O_8�°�- o po -0.50 + LO in+ `N o LO + "� O�% -0- 50%_ 'n r `+D M r%i M 14� - a +.� 0 so.00' VC 143C� 50.00 VC PI=33.88 SEE SHEET 10 FOR 113.40' OC 41.04' OT 29.55' PI-=32.90 U 06 cV U U U 00 a0 CONTINUATION OC U EXISTIING GROUND ® Q v a U_ v EXISTING GROUND ® m m w rn M 50.00 VC °D m w U Oo v oo a o po p Q w > LO PI'=31.45 U p O c� �LO m r i w , - aD _ u- o -- - 1435 RT -- LU - - `8 --- M --- - _ + . p + . + . M N - 1435 R � rn O O OWN Noo � N � N ca ~ a6 � N00 M M mM rn �'� M 00 N M O OO 00 N N M + OC) + 0D + GO M I v M M LO M + cD M M �'� M -0.55 rKi W m M 0r0 + c . O N O to 0 00 M ro M rM ro M ►� j cV N N IN -�-_'_ i. 0.50� M z 0_ 5_, 0%y PO m ,� � ri ± � + LO> + � "� .- - -0_50% M � M - •o � � Mm VM _J 11+36.03 -- Z 1430 RT- , ��, Z C.B. NO. C2 PROPOSED TOP` OF CURB v- 1430R ��.•� 31.56 Tc HT O F `� 6" C. F. �- ��, 18 RIG ( ) Q PROPOSED TOP OF CURB PROFILE SCALES 18' RIGHT OF (6" C. F.) HORIZ. 1"=40' VERT. 1"=4' 10+ 00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 WARM SANDS q INT. 15+97.51 LAKESHORE LANE DRIVE_r ,� O =STA. 11+95.96 CLEAR LAKE LANE N BLUE W oor? U 10+98.36 BC SEE SHE WAY TER � o 24 � � 24 00 �; SEE - m m m � 0No o II 44 SHEET 1 4' ¢ c� II � N = m �� EC 6.7 ��O + ± cr� w 8 22' 4 o CA 00 � 61 �� 18' 4 m 94 95 96 g� 0 o N. + 311 N �1D 0+38.74 EC 6 63 �� 93 98 gg 103 104 105 23 `� r� w �� + 90 91 92 7 �,�, N 100 101 102 11 cv - a, _ 11, BC 1 a_ 10+43.00 BCR �``' II r r = 8 01' L=52.98' L=52.29' it L=12.05' 2 SSTC G 41.80' "' 60.00 24 E 10+43.57 EC o m L=52.38 L=52.11' 41.00 a L=39.78' J L=38.45' _ L-38.55' L=50.18' L=50.08 mZ CROWN B 2 "' 24 L=39.25' L=50.05' L=52.23 L 50.16 L=52.03' �nLLJJ L=50.02' �•rIm LINE 11 31.84TC 7 TC �, K �N PROPOSED - 24 7 �� 4 L=50.15' 33.20TC STORM DRAIN 34FL 4 N 31.75TC ,1 �� hh 32.19TC 32 77 �O '�' 15 )U� - 3 17+00 2.68TC 0 7 4 S 32.70FL =� `r A N86000'54"W - 11+00 31.25FL 3 5�•� 4 32.32 L 32.36TC �O� 16+00 24 32.34TC 32.19FL �, 33.81FL 20+0 �� F 3 31.69FL H 7 14+00 �, J 3 1 � P 19+00 7 4 33.20TC • G 2 31.86FL F� � 3 18+00 N r- 33.3 (*1> TC D �+31 63TC l - - 77TC 0o N w L01 16 31.84FL 0 32.6 - _ 22 1 78 31 13FL I N 5 6 12+00 32• 1= �\\ 7 31.98TC 31 28F1 "' 32.01 TC 7 13+00 5 6 322FL� M E CD N N 8� 7 5 6 _ (� 33.81TC 7 U 32.70FL 31.4gF 31.51 FL _ 32.19E o� =48.80 11.33 _ 33.31FL N c0 1g.22' u " 11+50.98 ECR 6 0 8 11 �11+51.014BCR N L= � _ - L=50.21' L=50.12 + 04 w 50.09 L 33.23Ln l_ 41' r; I'I 45.22' L=50.11 L=50.33 C Z a' L=50. 3g.36' L 5.51' cv = 86 L=50.03 L=52.01' m U� € U-� 20 L=50.04' w L=30.42 O L=52.10 O 1 __ L=50.01' �_ J �i N Nam, O - � O 15' S.D. ESMT 11 W 10 2 L INT. 10+00.00 LAKESHORE LANE 21 1 g [1 TO HCA 1 2 m 106 9 -STA. 10+00.00 WARM SANDS DRIVE 20 i Ln 1 7 16 15 13 � 53 53 � 8 4 3 N � i, 18 14 20' 33' 33' ° 20' + 7 6 5 w � Uu7 s Nt o II + z i PROPOSED STO M DRAIN m 1 o m LINE "C", SEE ET 22 PROPOSED STORM DRAIN CLEAR LAKE m + Q U II LINE D ', SEE SHEET 22 LANE W ~�' + SEE SHEET 12 . 12+24.53 LAKESHORE LANE w =STA. 10+00.00 BLUE WATER WAY CURVE DATA O DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT CONSTRUCTION NOTES Underground Service AlerfCONSTRUCT TYPE LAK"A-6" CURB & GUTTER PER RIV. CO, STD. NO. 200 (6" C.F.) 1 112001'28" 58.00' 113.40' 86.03' © 17°25'44" 900.00' 273.77' 137.95' E ORE y 2 CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD S 209 & 209A Call: TOLL FREE „ „ © 79°00'00" 47.00' 64.80' 38.74' 93°53'57" 25.00' 40.97' 26.76' 1 -800 CONSTRUCT ACCESS RAMP CASE A PER RIV. CO. STD. 403A ( PRIVATE ST,00' ET ) © 79°00'00" 29.00' 39.99, 23.91' ON 93°51'43" 25.00' 40.95' 26.74' aCONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) 227-2600 55 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS 11) OD 16016'46" 104.00' 29.55' 14.87' OO 4°26'23" 882.00' 68.34' 34.19' J APPLY ASPHALTIC EMULSION (FOG SEAL) ,'�F6R � DATED 10/27/03 & ONWARD ONLY TWO WORKING DAYS 77 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 OE 90000'00" 25.00' 39.27' 25.00' © 14054'46" 982.00' 255.59' 128.52' BEFORE YOU DIG 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 ?Yd F H U N SAKE R & ASSOCIATE S 24 CONSTRUCT 3 TRANSITION FROM ROLLED CURB TO 6 CURB & GUTTER O 91°58'09" 25.00' 40.13' 25.87' ® 14-54'46" 1000.00' 260.28' 130.88' PER DETAIL ON SHEET 1 � � I R v I N E I N c OWNER / DEVELOPER: PLANNING ENGINEERING SURVEYING © 10°37'19" 982.00' 182.05' 91.29' ® 14054'46" 1018.00' 264.96' 133.23' SOUTHERN CALIFORNIA Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 • FX:(949)583-0759 O ° O ° H 12 35'28" 1000.00' 219.76' 110.32' S 14 07'05" 2018.00' 497.25' 249.89' LAND MANAGEMENT, INC . SCALE: 1 = 40 '� / 12035'28" 1018.00' 223.72' 112.31' OT 14007'05" 2000.00' 492.81' 247.66' 31676 RAILROAD CANYON ROAD �/�' vG� O 5013'41" 882.00' 80.48' 40.27' O 4054'46" 1982.00' 169.95' 85.02' CANYON LAKE, CA 92587 (909) 246-1100 * FAX: (909) 246-1104 0 2G' 40' 80' 120' 160' UGLAS SNYDER RCE 24068 DATE O 17)25'44" 918.00' 279.25' 140.71' NOTE: _ _ SEAL_-COUNTY SEAL-ENGINEER INC . BENCHMARK: TRACT 29837 I P 020074 SHEET No. WORK CONTAINED WITHIN THESE PLANS - - --- COUNTY OF RIVERSIDE CSL ENGINEERING , SHALL NOT COMMENCE UNTIL AN Q�tOFESS/ON TRANSPORTATION DEPARTMENT QROFESS�O RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF RIVERSIDE GRADIENCRNG C PERMIT HASPERMIT BEEN D/OR p ��p A• pTti'9��. ��0sN�l 1 1651 STERLING AVENUE, SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" 8A �<v 2 APPROVED BY: �, �P iy F� RIVERSIDE, CALIFORNIA 92503 ►> >, z� vy c' c: (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m c� - z STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 / b No. 25917 2 1984 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 7` Exp. 12/31/05 FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ML 10 27 03 REVISED PROFILE OF LAKESHORE LANE y s� \P K ED MAN DAT s * PREPARED BY: R.C.E. N0. 25917 LAKESHORE LANE of 2 SHTS MARK BY DATE REVISIONS A PR. DATE qT OF 1CAL�F F CIVIL 0�\P /; /P.Zq- 5 FFO W.O. COUNTY RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 9T (� SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY F O� RECOMMENDED DATE OF CALF DATE: ¢- H: 1"=40' V: 1"-4' CAL. LAND MANAGEMENT, INC. FILE NO. RICHARD A. SCIANNI - L:\29837\S'i nr-r-I•\zn i 08A.dwg 46.90' OC SEE SHEET 17 FOR PROPOSED TOP OF CURB �4 �4 �4 94 CONTINUATION 18' LEFT OF (6 C.F.) PROPOSED TOP OF CURB _ M M 18' LEFT OF 6" C.F. of w m W m M C ( ) .� SEE SHEET 16 FOR U 00 00 coo - - 1430 LT U U 4 CURB RETURNS m ,�� 00 `�! 0) � Lo w 50.00 VC w w M rn Eo a, 00 o + CO W m N r, PI=32.20 U ^ 00 ,i - M N cD f ,,)w r i U > a N � + M w 00 M MM�� ij � M MM M M m N + N M � N M N M 1435 LT- �- N o � CN V) n 0.50% 0.50 - 1425 LT to + M f----- -f--- WM N + M + N � M to 00 N 0.50% CROWNLINE PROFILE SEE SHEET 17 FO N 50% CROSS-GUTTER PROFILE PROPOSED FI ISHED 78.04' OC CONTINUATION -0-=6%� M N N N N • N M N P7 N to .�� 22+84.96_ SURFACE AT 39.02' 9.02' W �s C.B. 83 PROPOSED FI ISHED Z EXISTING GROUND _ U w m °3� ° °X8 °/2 3)A, 1430 LT W �� SURFACE AT - w .. � 04 1440 W -o� 50.00' VC N 000 allo rn M M v n PI=32.1 E �, N + ►� + co N co cfl M M 0.50� o- �`��n - z U ( I- 00 N r h w CO i j i M M M M M -•�- Q a:_ co .- + N N L6 M M M N -0.50- � N Ui M m � MN M � + CN M s:;. 1435 o _ a o o _ - N - M - 1435 . M co U? � O n Cq- , _ 0.50! M SEE SHEET 17 FOR ----- .*0 + . Ln O ao M O N CONTINUATION M N NN + M + N + N M �_ Q -0.56 ►� N M _ - 23.45' 41.04' OT 126.32' OC 1 -� N M N r� 5 EXISTING GROUND 0OC o' 1430 N W m M - 1440 ART 00 of to 04 to 0 W M Of to � m to o00W 00 to ± � M � wn mV) 0.50% U C i O a to + N M U M M M 0.509% 0° M SEE SHEET 15 FOR v 00 a, 0 00 LO Ui M �-- tn - W .- N + N r j N M M 0.50`� rn v CURB RETURNS M r + M r 1435 RT- L N _N M _ o _ - 1435 RT . z �--- . Oo M M � O M CV N M to _0.50% M -0.56% N PON CN C-4 M J N M C14 "' - ° PROPOSED TOP OF CURB v 18' RIGHT OF (6" C.F.) 1430 RT- Q PROPOSED TOP OF CURB 18' RIGHT OF (61 C.F.) PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 0� p6 PRG SNT. 22+19.24 LAKESHORE LANE A. 1+96.00 PLEASENT BAY VIEW VIEW LANE -- WAY �N SNE o SEE SHEET 16 261 5 °' w 44 m 24 N jj 2��p4.3 + z c� rn 22' 22' m 4- 00 cam, � u iC14 18' of 312 " rn 24 °N° � M M �, n 14 EC 105 (RECREATION CENTER) �' `" -v o ff, 24 24 24 115 116 N � ^ ^ I � 1 24 248 249 213 " 4.35 EC `11 ��'� 37.49 TC -I o , 117 122 123 -�� 247 00 � 2 1 10 + + o+ + 118 121 N N 11 r-" I �" 24 rn rn 1+0 � P Z h�1co�c 24 36..9 L = 7 o N N 119 120 ,8+32.16 BCR 24 18+32.01 ECR � " , N N w N 3695 3.16 r L=5 08' - - L=194.08' - _ '00 2 sr w 43.76 31.32 4 w__ F\ I c'(R.V. PARKING LOT) L=81.63' 1 J 80.17 - 55.00 'n 71.79 L= r - L=53.3 ' =1.03' L=53.35 - - a6TC 1 26 TC M _ 6 33.21TC 1 4 N - LL�= 0U= c L=51.23 35.36TC N ao 36.39TC 1 36• g•41'17 Ft 1 L=52.04' L=52.04' 'T' 94TC h� wo 36 70O f` 36 36F� N7- "E 36.81 36.76 FL A 34. 3 ��,g �, K34.86FL 1 4 30+00 7 " `� 7 35.89FL L 36 2 32+p0 Rpm LINE 32.71FL 8 22+00 23+00 - 7 G H 4 34.44FL z 2 _ N89'28 44 W - 31+00 _ M p ,� � ~' 24+00 4 33.22TG 4.27T 7 7 � � R rD 33.21TC S 32.87TC 3 16 24 32.20TC 4 N T _ 32.72FL - _ f?1• 32.71FL 32.37FL 16 3 31.70FL N 6 25+00 7 D oo N 33. 7FL 27+00 28TO0 35.26TC 5, 6 4 7 4 7 � N � 36.39TC N 3366 OFL 0 � , ^� �hh ,32. 33.22TC E 26+00 5 6 3 .76FL 35.89FL / 24 -i w 7 _ C _ 7TC 7 FL - co L=22.8 ,I _ 34 67 �oL-53.14 L-50.53 27. 33 50.0 0 5000 50.00 50.00 L=43.03 35.62L-49.42' 10.33 0.33' L= .43 w 7 OD 60 .25, - .+ 11+52.14 ECR o 11+52.14 BCR L=53.28 L39.71' _ _ nO a0 L=5519' L=37.21 0 L=55.02 L=55. • ^ , 8 `r J U 0 1 �' 1 114 Im 106' Z3 113 251 252 253 254 255 256 257 258 o z 259 °° W 112 106 250 ,� 20' 31 33' 3' 20' 91 � 111 110 108 107 W o + + 109 C6 M� cv +00 w PLEASANT VIEW „ „ M STA. 21+53.62 WH SPERWOODANE WAY LANE STORM DRAIN LINE B N SEE R.C.F.C.D. DWG. NO. 4-800 SEE SHEET 15 SHEET 4 INT. 28+67.52 LAKESHORE LANE=STA. 18+74.55 BAY VIEW WAY CURVE VG DATA Underground Service Alert CONSTRUCTION NOTES 0 DELTA RADIUS LENGTH TANGENT 01 DELTA RADIUS LENGTH TANGENT ORE > oe � e � e » e � r 8EF YOG Call: TOLL FREE CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6" C.F.) A 14'07 05 2018.00 497.25 249.89 OK 89'09 21 25.00 38.90 24.63 P oc 1 -800 -CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209AAK SHOR AN © 14'07'05" 2000.00' 492.81' 247.66' © 11'43'59" 282.00' 57.75' 28.98' 3 CONSTRUCT ACCESS RAMP CAS227-2600 4 CONSTRUCT SIDEWALK PER RIV.ECO. STDS 4"A" PER100 & 401D SEE TYPICAL SECTIONS C 91'41 54 25.00 40.01 25.75 M 11'4359 300.00 61.43 30.82 Two WORKING DAYS CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) , BEFORE YOU DIG 66 APPLY ASPHALTIC EMULSION (FOG SEAL) DD 15'04 06 782.00 205.66 103.43 ON 07'39 21 318.00 42.49 21.28 7 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 (PRIVATE STREET ) E 0 4 23.45' 11.77' 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 O 15 04 06 800.00 210.39 105.81 O 12 54 59 10 .00 16 CONSTRUCT 6" TO 8" C.F. TRANSITION PER RIV. CO. STD'S 200 & 201 15'04'06" 818.00' 215.13' 108.19' P 92'39'35" 29.00' 46.90' 30.38' OWNER / DEVELOPER: 24@_CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER 0 O SOUTHERN CALIFORNIA © 05*07'13" 1518.00' 135.66' 67.87' ® 94'43'33" 47.20' 78.04' 51.27' LAND MANAGEMENT, INC. SCALE: 1" = 40' 0 07'33'41" 1500.00' 197.96' 99.12' ® 125-10'54" 58.00' 126.72' 111.85' 31676 RAILROAD CANYON ROAD I 07'33'41" 1482.00' 195.58' 97.93' OS 4'54'46" 1982.00' 169.95' 85.02' CANYON LAKE, CA 92587 (909) 246-1100 * FAX: (909) 246-1104 0 20' 40' 80, 120' 160' O 88*24'11" 25.00' 38.57' 24.31' OT 5'48'31" 1982.00' 200.93' 100.55' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 1 P 020074 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN PROFESS/pN TRANSPORTATION DEPARTMENT PROFESS/p RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A �O A. 0 q� p A• �9 11651 STERLING AVENUE, SUITE E „ GRADING PERMIT HAS BEEN ISSUED. �� rti �� APPROVED BY: ��' Pao s�9�Fy RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 COUNTY O F RIVERSIDE g zP2 z c y c' (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR LIJ Y m Z3 ¢ ' m STREET IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 LIJNo. 25917 1984 ELEV.- 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 9 �i�0 * Exp. 12/31/05 - FOR V J i- S Z -7 y s * K D A. AN DATE s * PREPARED BY: R.C.E. NO. 25917 LAKESHORE LANE OF 21 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE P EXP. 12 31 05 SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND ARK BY DA E A R. DATE 9T�. CIVIC °��\ ��_ j�, CIVIC ��P ,,'?t ,rr .� REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF CAS\F pF CA��FO <�,,.` �,��` ;- / >C DATE: 9-¢-- . .< „ , „ FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40 V:_ 1 =4 $�. CAL. LAND MANAGEMENT, INC. -�FILE N0. JN571/571 s1p9.DWG/03-05-03/S:40 s 46=90' OG SEE HP'PT 17 , PROPOSED TOP OF CURB 50.00' V.C. 50.00' VC 9�4 9,4 9,4 9,4 coIVTINUATIoN PROPOSED TOP OF CURB P1=34.55 y PI 35- U � U > to M 50.00 V.C. 1 8' LEFT 0 F (6 C. F.) PI=3s.52 18' LEFT OF 6" C. F. � N U U_ m ' � m m o w °° `° ( ) d > c0 it 0= L� > O U > O pM m o �? m SEE SHEET 16 FOR UJ rn M POLO O N con v - 1 430 LT rrr PO ►►, CURB RETURNS o) LO o �i cn o o ,ri co M M 00 O O =6 V l(j 50.00' VC Q_ ao °°OR r1iUi � � M ,N + �N 0 O + L + o rn �w M Pt-32.20 U N aO N o U` O v + o + LO M MM(67 M ,.� ►� cn, co c0 U PO n + m � O m c(0 M pK) M K) PO M M m W N + N " N " O " 0000 m I+j " O M 1435 LT- . ¢ po " �-- N LO o g o + N �, P N M M o - 1425 LT LjJ M -0.55� + "� + N + PO " M M CROWNLINE PROFILE SEE SHEET 17 FO _ - N M N N am% 0•939° PROPOSED FINISHED 50.00' VC 78.04' OC CQN,TINUATION 50.00' V.C. 22+84.96_ PI=34.51 50.00' V.C. SURFACE AT 5o.00, VC PI.U6.52 w W 39.-02� 33.02' W ti� �s Z C.B. NO, B3 -PROPOSED FI ISHED 0 M > 0 U O PI=33.30 EXISTING GROUND ® � > m m 00 N O / 32.27 TC N PI-35.04 > U > oo m 1 1430 LT L,J ��: SURFACE AT m 4 0 � > 00 LW - 1440 co U M >U O LO O O / . N) M M pp7 m pry > d' L j � m LO 00 O o cp 0) N N M M U cD v I A 50.00 VC M o rei M + 0 OR Cl) _ PI-32.16 U ri 0° M ooM � M ``- -. 0 0 o"o � � ° rnN ? LO � M "�'� NO � M p 0.50% api Z U " 00 Imo . - C4 + ttj ± ttj± Kw ± c� M M PO M �-- a + .� " ^ M * � � O � MMMM MM c-0 > o > 00 N ri N + Ixi + LO `O + ao + o M M 0.50% 0 m W N N 00 N + N r- M pMIn MM �- 1435 - o o 0 0 7 CD + M ro N M 1.50% PTN. OF 50' VC - 1435 O PO N N . O po CO N + N -50�° '`� U R=-1 269 r8� O.C. SEE SHEET 17 F0 PI=36.56 O -0-- 5___5_9� M N M N N N N PO N - 23.45' 41.04' OT CONTINUATION N M N M N M Q.50� - - a to Z W EXISTING GROUND ® � 50.00' VC o OC 1430 �- 04 U U - 1440 RT N PM IL�X�,�. > c0 0 0+0 M > O W 0a0 M rM c0 • lot 0 + N M m m (0 " M 10 J 00 pM O O (O t0 O) U I� Q M L.L. o N M O 0) LO LO N 00 M �`) ri M w ►m4o m ►) �% W M 0 °° SEE SHEET 15 FOR a a 0) o c`! L i LO + '0. K) 0) v CURB RETURNS W M N '� 4 + M M M 0 pM M M 60. 9 o%r 1435 RT L,J � L ^ LO C + N M N M o - 1435 RT z °° 00 PO ® M � O M cV NM M r% M N M M - % Of ED � U U U U > co v m m o w 00 PROPOSED TOP OF CURB 1430 RT- Q o J N 18' RIGHT OF Q (6" C. F.) PROPOSED TOP OF CURB " M + � + "t + � LO18 RIGHT OF (6" C. F. NM NM Np N � 00 ° NM PROFILE SCALES 0 N M HORIZ. 1"=40' 50.00' VERT. 1"=4' 50.00' VC 50.00' VC P.I.=1435.08, 30+57.50 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 P1-34 55 28+00 PI=34.o4 29+00 30+00 31 +00 32+00 33+00 Op o6 PRG �8 O Z�k64 8� q INT. 22+19.24 LAKESHORE LANE BAY VIEW N�SP� P�( ,\� 1�6� -STA. 11+96.00 PLEASENT VIEW LANE WAY 5�� 261 Of SEE SHEET 16 SSE � 1 - 44 m c 00 __ 22' 22' m m 0 +o �, CROWN LINE 312 LO ap ,� + + � r�7 O i Q T o 1 93 105 N� On �� o EC (RECREATION CENTER) 115 24 N. 24 248 249 213 E� 24 11 24 116 + o � �, _ � "' "' N� �'� v , 37 9 T f ; 24 0 117 122 N N 123 �� o� 247 00 � 21+04.35 i ? ,��,��` 24 36 9 FL `' 1 7 � o LU N 118 119 120 121 18+32.'.c BCR 11 r" 24 18+32.01 ECR N N w P ' S 24 j N �69 = L= _ 31.32 4 w F� N 316 r L=50 08' 194.08 C, 1 J �, 43,76 �r (R.V. PARKING LOT) �Z - L=54.78' L=53.22' n _ 80.17' 55.00' �' 71.79' �- _ Q 2 tTl L=53.3 ' II "� L=81.63' 6 � L=1.03' L=53.35' `r `� it trim - L=49.30' =51.23' 36.70�C 33636E 1 ,17E 3F81 J 36.76 FL 33.21 TC A 4 34.09T� N o0 36.11 TC 1 g 47 1 B 22+00 1 `�' °O L=52.04' L=52.04' �' L :�:. 33.84TC 3 � 2 � K 3 33.59FL 1 '4.. 30+00 7 ° „ 7 35.61FL L 36•20F� 32}00 N CROWN 23+00 `� 7 4 33.34FL , z� 29+00 N89 28 44 W 31+00 - I � (A(/� 32.71 FL - 24T-4 +00 4__ 33.22 TC 7 G H M A m> 33.21TC S 32.87TC 3 24 32.20TC - T _ 32.72FL 34.23TC 6 27+00 28+00 � � 34.24TC 5 6 7 � - 36.01 TC N 36.54T L 0 7 ��^�` IT�• 32.7'F L 32.37FL 16 16 3 31.70FL °O 5 25+00 7 - - D E 4 33.73FL 34.74FL N !�' 7 33.22TC - � 26+00 � N � � c" 7 35.51FL 36.04E �, �, N C `2 32.7 � 5 6 24 34.23TC �-' L-49.42' 10.33' ;'` 0.33' L=54.43 w 2FL F 7 N 33.73FL co L=53.14 L-5 L=22.8 27.23' 50.00' S0.00' 50.00' w 50.00' L=43.03' 34'76 L=35.62 o G O + 11+52.14 ECR 1 01 11+52.14 BCR L=53.25' L=51.62' - r; n V 0 L=39.71' L=53.28 a II O Z "' °o L=55.19' L-55.09' L=37.21' 'n 8 `0 L=55.02' - o I 11 m J m 0 1 m 106, w 114 113 251 252 253 254 255 256 257 258 CD z 259 250 u7 r, 53 53 N 112 111 106 Z 20' 33' 3' 20' 110 109 108 107 w N _ _ �� a) + � q INT. 32+58.87 LAKESHORE LANE PLEASANT VIEW STORM DRAIN LINE "B" w m -STA. 21+53.62 WHISPERWOOD WAY LANE SEE R.C.F.C.D. DWG. NO. 4-800 SEE SHEET 15 SHEET 4 INT. 28+67.52 LAKESHORE LANE CURVE DATA -STA. 18+74.55 BAY VIEW WAY Underground Service Alert.') O DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT ORE CONSTRUCTION NOTES OA 14007'05" 2018.00' 497.25' 249.89' OK 89°09'21 25.00' 38.90' 24.63' Call: TOLL FREE CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6" C.F.) R LAN -800 CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A LAK S H © 14007'05" 2000.00' 492.81' 247.66' © 11°43'59" 282.00' 57.75' 28.98' LL7-26O000NSTRUCT ACCESS RAMP CASE A PER RIV. CO. STD. 403A CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) FOR 1 DATED 10/27/03 & ONWARD ONLY © 91°41'54" 25.00' 40.01' 25.75' OM 11°43'59" 300.00' 61.43' 30.82' TWO WORKING DAYS 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) ( PRIVATE STREET ) D 15°04'06" 782.00' 205.66' 103.43' N 07039'21" 318.00' 42.49' 21.28' BEFORE YOU DIG APPLY ASPHALTIC EMULSION (FOG SEAL) H U N SAKE R & ASSOCIATES 0 77 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 I R v I N E I N c OE 15004'06" 800.00' 210.39' 105.81' OO 12054'59" 104.00' 23.45' 11.77' 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 PLANNING ENGINEERING SURVEYING OWNER / DEVELOPER: 16 CONSTRUCT 6" TO 8" C.F. TRANSITION PER RIV. CO. STD'S 200 & 201 Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 • FX:(949)583-0759 O 15004'06" 818.00' 215.13' 108.19' © 92°39'35 29.00' 46.90' 30.38 SOUTHERN CALIFORNIA 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER / / ` © 05007'13" 1518.00' 135.66' 67.87' ® 94°43'33" 47.20' 78.04' 51.27' LAND MANAGEMENT, INC . SCALE: 1'� = 40, /� 1,)1_3 O 07033'41" 1500.00' 197.96' 99.12' ® 125°10'54" 58.00' 126.72' 111.85' 31676 RAILROAD CANYON ROAD If z G SNYDE RCE 240 DATE O 07033'41" 1482.00' 195.58' 97.93' OS 4054'46" 1982.00' 169.95' 85.02' CANYON LAKE, CA 92587 MEMO (909) 246-1100 * FAX: (909) 246-1104 0 20' 40' 80' i20' 160' O 88024'11" 25.00' 38.57' 24.31' OT 5°48'31" 1982.00' 200.93' 100.55' NOTE: SEAL-COUNTY SEAL-ENGINEER CSL ENGINEERING , INC . BENCHMARK: TRACT 29837 IP 020074 SHEET No. WORK CONTAINED WITHIN THESE PLANS --- --- - --- ---- --- -- --- COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN Q�tOFES0/-, TRANSPORTATION DEPARTMENT QROFESS�� RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F R I V E R S I D E ENCROACHMENT PERMIT AND/OR A ��O�o A. OTy9�� p �o A Scq� 11651 STERLING AVENUE, SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" 9A GRADING PERMIT HAS BEEN ISSUED. P � F RIVERSIDE, CALIFORNIA 92503 » » 2 APPROVED BY' �\� 9y�� (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �' Y m E3 ' Z STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 * Z /7�ti * Exp. 25917 1/05 1984 ELEV.- 1425.301 FOR 2 1 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ML 9 8 b3 REVISED PROFILE OF LAKESHORE LANE �? s D A. MAN * PREPARED BY: R.C.E. N0. 25917 OF SHTS MARK BY DATE AP R. DATE 9T CIVIC ��P DAT 1] C�VI� �Q EXP. 12 31 05 LAKESHORE E S H 0 R E LANE REVISIINGRESPONSITBLE HE PLOANS FORRMINING APPROVALBY THE COUNTY.ACCEPTABLE REVISIONS AND REVISIONS FOF Cps\F�� 0 9TFOF CA,601� e4o�,O�a. ATE: /- 29�0� SCALE: FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI - H: i '=40' V: 1"=4' - SO. CAL. LAND MANAGEMENT, INC. FILE NO. L:\29837\STREET\SHT09A..dwg SEE SHEET 8 FOR 41.04' OT 25.48 1 50.00' VC PROPOSED TOP OF CURB CONTINUATION OC PI=36.53 PROPOSED TOP OF CURB 18' LEFT OF (6 C.F.) 189 LEFT OF �. (6rC.F.) U o SEE SHEET 11 FOR 1440 LT- a m w m U 29.55' OC CONTINUATION 00 O co o '� O o a 50.00' VC 41.04' OT 84.39' OC 00 cn N 0+ 1*� 1* P 00 � a, ^ �`' PI=32.20 U � mM O♦ M co 00 ± MGM± 17 ± M O NM N O � U U > U (� U w M "� -0.50% N > o > Li m MLO 0 0% 22! M r`n� + �`' N m 0 0 ``' o 00 1-435 LT- _ -0.50 M 00 � o 0 0 o M to - 1435 LT M -0.50% 'h N °° 0o a, o ,� o Cn 00`n 0 'O M prj OM N + M+ MOC14 ( UN WM 50.00' VC p © C %4ISHED M -0-%- rN °♦' M rnN Ocv OC14,04 �NMW � mM O.rJO% SEE SHEET 8 FOR 64.80' OC PI=36.49 PROPOSED M N M N M CONTINUATION 32.40' 32.40' > SURFACE AT 20+22.77 0.50% i 440 `G- '12 m > >00 0 C.B. N0. E4 GR01NN LINE PROFILE m m m w m , ��, 32.27 TC 1430 LT r 'n cM° o '� o co a PROPOSED FI ISHED tiL.�� 50.00' VC SEE SHEET 11 -FOR co, No M SURFACE AT z moo; 41.68' Oc CONTINUATION N Op co 00 N O rn N M �+ + In N °�° `O ^ w - , PI=32.16 ^ M � (pl� + O pt� 00 ± O� M� M ± O 00 NO O > Ai m w o � � M � M � M � M M � M -0.50% � N N � � ao U > o 'O > U m + � m m m w w U triff) �`� M M M -�i► M + N O o O M 52� -0.50% ,� M o M _ o N N E - 1435 . TAN GRADE=0.50% -0.50% ' `� 00 +n o 'n CY) N oIt oo rn + 00 + LO' M 0 PO M M + N + N N N + N ± (V N M M M 50.00 VC -0.5090 CY) SEE SHEET 8 FOR 39.99' OC _ `-'' M °' ,N N M N M N M� 50% N M PI=36.53 0.95% 5 7. CONTINUATION SEE SHEET 11 U 4 9'4 4 �U > U o EXISTING GROUND ® � 25.72 OC CONT NUATION FOR 1440 RT- r m � m o m 00 o w m U PORTION OF 9�4 9�4 - 1430 00 It L co o M O o W 50.00 VC 4 v Q M o o EXISTING GROUND . o coo r- w _j M=32.20 MO ¢ � � c0 NOS �� 00 � � n L� H N * 00 + �? + r O N + 6 + cD+ to + N 00 00 _ Li J._ sr o o M ♦ � + � M- M� M M `M° N c 7 _ � N N 0p � - �. _ --- �'F. _ ---U R._,_ SI - SHEET4 7 FOR � � >o � U m N O CO O O M ,� M to M 0.50% L6 + m _ 00 m N CURB RETURNS > ,,, N M __ PO 1435 RT- M M _ _ _ m m o CO m - 1435 RT TAN GRADE=0.50% -0.50% � ,�� r-00 o ro 00 + r.0o rn U . O N N ♦ M N NN N M co M -0-50-°�°�► M M O N N O N N M 0.50% M N MM M W M -0.50% N M `� �' �- PROPOSED TOP OF CURB TAN GRADE=-0.40% 18' RIGHT OF � (6" C.F.) CROSS-GUTTER PROFILE 20+12.os - 1430 RT PROPOSED TOP OF CURB � CR6 4 . E3 18' RIGHT OF (6" C.F.) 132.26 TIC PROFILE SCALES 26.7ro HORIZ. 1 "=40' `LAN• Son PIPE VERT. 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 w m 21 +00 22+00 a w m STA. 20+22.77 0 o m 11- C.B. NO. "E4" a. `O 0 � INT. 21+48.77 WARM SANDS DRIVE o INT. 19+58.48 WARM SANDS DRIVE (W=7', H=5.50') 24 0 + =STA. 10+00.00 COTTONWOOD COVE DRIVE N 00 30 31 + =STA. 10+00.00 MERIT BAY DRIVE 24 N oN o M COn 29 32 33 0 0 0 0 34 35 36 37 38 39 40 41 43 " C14+ + + 45 28 � W 42 1 _ 181 w 44 L=46.25' L=35_72' , o io � 27 L-/2� _ - _ L=50.12 L=50.05' L=50.01'- 1 38.42' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 1 L=28_43' 7 L=54.23' 0 N � 32 30' - - 182 u 4.43 P - 83' 25/ 35.18TC =2 . s- 00 LA� 6 H 14+00 34_68FL 15+00 K 7 5 6 16+0033.79TC 17+00 cam' 18+00 7 5 6 32.49TC D PROP• �, 2.76TC \ G 26 c' - 11 - �", �3} ` 5 35.18TC - - - - o� 31.88FL S 32.05FL 32.26FL 19+00 31.99FL 18 PIP 32.38tT 32.401 32.55TC l F, 0 6-� F�� V1 7 I 34.68FL L 34.29TC N34'06'34"E _ 32. OTC 31. OF T �p M 7 4 N 7 4 32.20FL N o� P �► o0 1 " 21+ CROWN F` 4 - _ 33.79FL 8FL r- R 32.38tC Ef- 00 LINE 7 31.88FL 7 4 32.76 t '-.roc) O O / L=43.30' L=50.12' - - - �* 32.26FC U 5 l 0 r,_ L=50.01 b 33.00 50.00 50.00 50.00 ? 50.00 50.00 �, L_42 6 7 183 �G C� x9 0 i L=72.22 c�i L=50.05 ' 34.00 �• L 25 5/ 1�� ' / / �; 1G+43.00 ECR 2`�� 2 ��"10+44.66 BCR �6. 6gF G ti ►+ - O Q F� ��24 ti�1� �� 6��F�- �f�? 56 � m 3 c� ' � U� 3 No�O 6 �`L'`00 S h6 A ►-'� N Q 57 55 54 53 52 51 50 49 48 47 4600 770 .ti 5 ` 4 G cV N N N 180 G 7 l�� 7 0� / PROP. 36"` PIPE N L6 4-M M d N 23 �� %0 58 0 24 24 ti 4 r' a'. G p0� O STORM DRAIN LINE "E" + so, � F� 7 h0 SEE SHEET 19 24 2 22 N �pkti ti �o a 5h �G 1 18 �w ,�px \ :. to O �o �G F ��6F� �� 59 o m 179 ti6F - / MERIT BAY C) � .°c � : ` IVE cN V q'1� SEEDS SHEET 7 " �+ + C'_'4 22 0 / � P.(0 � 4-h1 60 N�'�- 24 N N GGp�� s o �5 'S 5 Dc 01� z �� 5g. C ,5��OF �o .o0 24WARM SANDS DRIV o nQ3 D 0� �O o0 5 G\� �/ NAG x� 6 v' 4 � Ok,S�� 1 61 (PRIVATE STREET) x� IINT. 10+00.00 WARM SANDS DRIVE 21 =STA. 10+00.00 LAKESHORE LANE CURVE DATA 62 O DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT `3Qs�sr CONSTRUCTION NOTES OA 16" 6'46" 104.00' 29.55' 14.87' 01 38'41'43" 300.00' 202.61' 105.34' ® 94'25'39" 25.00' 41.20' 27.01' A 6Q�c A (D-CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6" C.F.) B 112*01'28" 58.00' 113.40' 86.03' 0 38'41'43" 282.00' 190.45' 99.02' ® 04'13'26" 582.00' 42.91' 21.46' �G 20 EC �-CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD S 209 & 209A O L=10.0 �� g CONSTRUCT ACCESS RAMP CASE "A"PERK RIV. CO. STD. 403A © 79'00'00" 47.00' 64.80' 38.74' OK 05'05'28" 1982.00' 176.11' 88.11' OS 16'16'47" 104.00' 29.55' 14.88' _ Underground Service Alert FORE , CONSTRUCT SIDEWALK PER RIV. CO. STD S 400 & 401. (SEE TYPICAL SECTIONS) O 79'00'00" 29.00' 39.99' 23.91' © 05'05'28" 2000.00' 177.71' 88.92' OT 83'22'00" 58.00' 84.39' 51.65' OWNER / DEVELOPER: �� ,� ,yes Call: TOLL FREE CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) SOUTHERN CALIFORNIA �P�P�� - c 1 -800APPLY ASPHALTIC EMULSION (FOG SEAL) OE 14'02'22" 104.00' 25.48' 12.81' OM 05'05'28" 2018.00' 179.31' 89.72' OU 50'48'26" 47.00' 41.68' 22.32' SCALE: 1 - 40' 227-2600 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 O 07'31 13 500.00 65.63 32.86 N 90'00 00 25.00 39.27 25.00 OV 50'48 26 29.00 25.72 13.77 LAND MANAGEMENT, INC . co�� a 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 ' �� ' � � �� ' � � ' " ' � ' TWO WORKING DAYS 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER » > > » , » > ' 31676 RAILROAD CANYON ROAD BEFORE You DIG PER DETAIL ON SHEET 1 © 07'31 13 482.00 63.26 31.68 O 08'39 05 618.00 93.32 46.75 0 16'16 47 104.00 29.55 14.88 CANYON LAKE, CA 92587 0 20' 40' 80' 120' 160' (909) 246-1100 * FAX: (909) 246-1104 O 38'41'43" 318.00' 214.76' 111.66' © 08-39-05" 600.00' 90.60' 45.38' O 04-48-53" 518.00' 43.53' 21.78' WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: TRACT 29837 IP 020074 SHEET NO. CSL ENGINEERING, INC . SHALL NOT COMMENCE UNTIL AN QROFESS/�N TRANSPORTATION DEPARTMENT QROFESS/p�, RIV. CO. B.M. M-14-63 IN THE TEE INTERSEC110N COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A ��O�,o A- 0'.,/ ��OP�� A. Scq F 11651 RIVERSIDE, RLING CALIFORNIA VENUE, SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" 10 GRADING PERMIT HAS BEEN ISSUED. 4, �, y APPROVED BY: �� 9y2 (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w ,` rZ" o m STREET IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 ��/0 No. 25917 - 1984 ELEV.= 1425.301 FOR Exp. 6/30/06 Exp. 12/31/05 pR PARED BY: R.C.E. N0. 25917 OF 21 SHTS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * * * * WARM SANDS DRIVE OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE l y KH D A. N DATE s - EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DA E PR• DATE 9��. CIVIL 0��\ q� CIVi� ��P SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS CF CALIF 9 y0 r� 3 FOF CAL\FO� � �`�-�-1 C --*L ..... DATE: 9� � -` " , „ , FOR: W.O. COUNTY ENGINEER COUNTY RECOMM LADED DATE RICHARD A. SCIANNI H: 1 =40 V; 1 =4 SO. CAL. LAND MANAGEMENT, INC. FILE N0. .. JN571/571 sip 10.DWG/10-29-02/S:40 PROPOSED TOP OF CURB PROPOSED TOP OF CURB 18' LEFT OF q (6" C. F.) 18' LEFT OF (6" C.F.) 50.00' VC SEE SHEET 11 FOR PI=3�4.89 29.55' OC CONTINUATION 1440 LTSEE SHEET 8 FOR 41.04 OT 25.48 > CONTINUATION OC m � > > 50.00' VC 41.04' OT 84.39' OC C9 0_ m W U O W - P1=32.20 U00 d 00 m O Mr9l � O M t\ 06 U > O > w m m ca �`� O NcOD + � + � + � ON N m m W O 1435 LT- CIO LO " '* N Lo + � � � � M � M LO r- o o - 1435 LT 4 0.50% M M ao O M LO O) + M + �-- - M N O 00 r- W 1Mr? Iq 0.50% U cV p+ tV •- M M � M M O- SO 0'I'►- p`� � N + � ( M - N � M"� M O cV U N UN 0.50'le + • + + •ONNMUN mM 0.50% W M-.0---- m M M � � M 0) M Cn M N M N M N M W M 0.94� -�--- 0.50% 50.00' VC 20+22.77 1440 - PROPOSED FINISHED PI=34.85 � C.B. NO. E4 CROWN LINE PROFILE > PROPOSED FINISHED , �� 32.27 TC - 1430 LT SURFACE AT a > m > (j �G 50.00' VC SEE SHEET 11 FOR SEE SHEET 8 FOR m O W w SURFACE AT `i� z `�a. P1=32.16 41.68' OC CONTINUATION CONTINUATION C3 m coW m N '� ,� °�° co M ,,� > o A%o > U m m w O O `n M CAL) + `n ^ + � � r- CD st m m m W W to m M 1435 - O 0 � � � .- M � � � M LO � LO4 o 0 0 o � N - 1435 �n �r ,.� ca + d + `� rri 0.50% M V- M ,� O O N N + N p+ N + 00 CA M NM M -� -O_ 50°�0� M � In O N * O1* O ± OR + ON - M ON N �'� - CV + + N + N + N + M ± N NM � OM M 1.03% to N 0.50% IN M N to N M N M0.50% N M 0.957. 0.50% 50.00' VC 25.72' OC SEE SHEET 11 FOR EXISTING GROUND PI=34,89 PORTION OF �4 &/ CONTINUATION- 1430 (�1440 RT- �L SEE SHEET 8 FOR 39.99' OC U U o 50.00' VC 01 > > EXISTING GROUND ® � CONTINUATION m W w _j 0I=32.20 � 9'4 9'4 9'4 9'� U W m O O _ SEE SHEET-7 FOIE - - m N °° m ao o � n 00 © h _ ai _ _ m c� CURB RETURNS v > ��, N 1� cc - _ � CV + + N N W r- W M M - O + � N O � � M � M L � M � m 00 � U � M Op Op O cpF _ 0p 1435 RT00 0) � � 0.50% M M M - -- 1435- RT O + + .��- M N 00 L6 ~ U L p 0 M N ^V) O) C7) + � � 0^0 O � 1'� ►6 NM M -0.50% n O 400 � 64 � r1r) � + UM 9 '00 N N 04 MO 04 M O M M M M M M �'� M �=t-m M M O (V NM ON NM 0.50% M NNNM C-iM -0.50% N rn cV + N O CV + M O N N N MM M M W M -0.50% N M N re) �---'- TAN GRADE=-0.40% CROSS-GUTTER PROFILE PROPOSED TOP OF CURB 20+12.06 - 1430 RT 18' RIGHT OF (6" C. F.) Al PROPOSED TOP OF CURB C.B. NO. E3 18' RIGHT OF � (6" C. F.) 32.26 TC PROFILE SCALES 26�6 HORIZ. 1"=40' 30„ PIPE ,Nv. VERT. 1"=4' 10+00 11 +00 12+00 13+00 14+00 m 15+00 16+00 17+00 18+00 19+00 20+00 w m 21 +00 22+00 w m STA. 20+22.77 0 o m n 00 C.B. N0. "E4" 6; `n n INT. 21+48.77 WARM SANDS DRIVE CONSTRUCTION NOTES o � � d- � =STA. 10+00.00 COTTONWOOD COVE DRIVE N 06 INT. 19+58.48 WARM SANDS DRIVE cd 24 0 + CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6" C.F.) 31 � + =STA. 10+00.00 MERIT BAY DRIVE + 24 N oN 30 °' � � � ro �-CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A Z 2 + + 0 0 CONSTRUCT ACCESS RAMP CASE "A"PER RIV. CO. STD. 403A 29 •J 33 38 N N �-CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) 34 35 36 37 39 40 41 43 45 :: 42 1 181 .,,&CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) 28 m 44 APPLY ASPHALTIC EMULSION (FOG SEAL) x - "' w o 7 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 �� L_46.25' L=35.72' J L-50.12' 7 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 �o - L=50.05' ii 38.42' 50.00' 50.00' 50.00' 50.00' 50.00' `" cA ii 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER 27 -44 L=50.01 50.00' 21.5 L=28.43 L=54.23' � -, 32 30' L, 182 PER DETAIL ON SHEET 1 �' i1 .43' Q 3683 25 4.60TC = 1 �,�6• H 14+00 34.10FL K 34.29TC N 32.49TC PROP, s 15+00 7 N r 7 19+00 31.99FL O N 55TC 32.76TC FG x� 26 `-' ,�5�° 0 5 6 34.60TC 5 G 16+0033.79FL '7+00 _ 18+00 _ 00� _ 18' PIPE 31:38TC 32.40TC 32 05FL �� o G� 7 1�k� ° 88FL 31.90FL S 32.26FL 20+00 N34 06 34 E 32.70TC o� F 34.10FL L M 7 4 3 29TC N ao 7 4 32.20FL IN o� <90 P 3 .78FL `�' bo 1 R 32.3 4 ° 9N 21+00 LINE"" 61 7 0 �� 7 3. L _ �� 31.88FL 4 32.76 TC \�Ot O L=43.30' N L=50.12' 50.00' 50.00' w 50.00' 50.00' ° 32.26F U 5 183 G 0 D L=72.22 L=50.05 34.00 �• LL=50.01 33.00 50.00' �_ 7� �G cp ii o � �9 2 42.61' 6 25 55°�pF� -� ,� 10+43.00 ECR _>o Q p�� 10+44.66 BCR n 66 991 V 56 55 54Ln 49 47 m 3 � ' ~� 3 57 53 52 51 50 48 46� 77+ + ��, ��° ��o� - G N N N °° N \ 18 0 ems_r `' l�� 7 °�0 4 PROP. 36" PIPE + + "' "' o N 24 184 r'� 58 STORM DRAIN LINE E o, o, o+ 50 �C' 7 ss W 23 SEE SHEET 19 2 22' N 24 k�ti 50 4 �1 24 C& o�� 4 o w CD 59 MERIT + C_ m 179 ��J�1 �ti1�p o z "' 'CO�O�� '� DRIVE AY N m � N z�S�F� E ti��. : �' SEE SHEET 7 �, N + 22 � 5 .� � �ooJ�s�� 2 1 ��_ 6 0 5� F� 7 000 `G i,�p �j X24 24 S G D WARM S .ANDS DR : V 0 5 IN 5r B 6 �, 4 1°;x 61 s��, PRIVATE STREET ) 0 INT. 10+00.00 WARM SANDS DRIVE 21Ao _ � STA. 10+00.00 LAKESHORE LANE CURVE DATA O DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT 62 16016'46" 104.00' 29.55' 14.87' OI 38-41'43" 300.00' 202.61' 105.34' ® 94°25'39" 25.00' 41.20' 27.01' A FOR /� DATED 10/27/03 & ONWARD ONLY © 112001'28" 58.00' 113.40' 86.03' O 38'41'43" 282.00' 190.45' 99.02' ® 04°13'26" 582.00' 42.91' 21 46' 0�' 20 EC L-10.0 ' O�� Underground Service Alert H U N SAKE R & ASSOCIATES © 79000'00" 47.00' 64.80' 38.74' OK 05°05'28" 1982.00' 176.11' 88.1 V OS 16°16'47" 104.00' 29.55' 14.88' I R V I N E I N C OWNER / DEVELOPER: ��5�� $ FORE Call: TOLL FREE , PLANNING ENGINEERING SURVEYING 79000'00" 29.00' 39.99' 23.91' © 05005'28" 2000.00' 177.71' 88.92' OT 83°22'00" 58.00' 84.39' 51.65' SOUTHERN CALIFORNIA v V �� ' 1 -8 O O Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 FX:(949)583-0759 � EO 14002'22" 104.00' 25.48' 12.81' OM 05005'28" 2018.00' 179.31' 89.72' OU 50°48'26" 47.00' 41.68' 22.32' LAND MANAGEMENT, INC . �� SCALE: 1" = 40' 227-2600 O 07031'13" 500.00' 65.63' 32.86' ON 90°00'00" 25.00' 39.27' 25.00' OV 50°48'26" 29.00' 25.72' 13.77' 31676 RAILROAD CANYON ROAD TWO WORKING DAYS j (/ - !/ (/ © 07031'13" 482.00' 63.26' 31.68' OO 08°39'05" 618.00' 93.32' 46.75' OW 16016'47" 104.00' 29.55' 14.88' CANYON LAKE, CA 92587 BEFORE YOU DIG (909) 246-1100 * FAX: (909) 246-1104 0 2Q' 40' 80' 120' 160' DO S YDER RICE 24068 DATE OH 38°41'43" 318.00' 214.76' 111.66' © 08°39'05" 600.00' 90.60' 45..38' OX 04048'53" 518.00' 43.53' 21.78' NOTE: _ _ _ SEAL-COUNTY COUNTY OF RIVEPSIDE SEAL-ENGINEER BENCHMARK: TRACT 29837 I P 020074 SHEET NO. WORK CONTAINED WITHIN THESE PLANS - CST, ENGINEERING , INC . SHALL NOT COMMENCE UNTIL AN 0,0FESS/pN TRANSPORTATION DEPARTMENT Q�tOFESS/p RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OR A �O A. pT q� O A. Ny 1 1 651 STERLING AVENUE, SUITE E11 GRADING PERMIT HAS BEEN ISSUED. �`` �F� �� F� APPROVED BY: ��c rP�O s��y�Fy RIVERSIDE, CALIFORNIA 92503 IRON NEWPORT G &MARKED COUNTY I RD. A 1 „ „ OA (909) 785-51 22 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE �► THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m w `r ' m STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 7/ 0 Y No. 25917 m 1984 ELEV.= 1425.301 FOR 2 ') IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL ML 10/27/03 REVISED PROFILE OF WARM SANDS DRIVE �7 N * Exp. 6/30/06 * 2 * Exp. 12/31/05 * PREPARED BY: R.C.E. NO. 25917 C OF SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J' D A. T AN WARM SANDS DRIVE RESPONSIBLE FOR DETERMINING Nii ACCEPTABLE SOLUTION AND MARK BY DATE P R. DATE 9T CIVIt ��P DAT `rq CIVIC �Q ,EXP. 12 31 05 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. - REVISIONS FUF CA_\F ,p TFOF Cp, 1_ � DATE: SCALE: FOR: W.O. COUNTY 9 ENGINEER COUNTY ��" � �z9'� ---- H: 1 ==40' V. 1"=4' ECOMMENDED DATE RICHARD A. SCIANNI - SO. CAL. LAND MANAGEMENT, INC. FILE NO. -3 1 .22: L:\29837\STREET\SHT1 QA.dwg PROPOSED TOP OF CURB PROPOSED TOP OF CURE 18' LEFT OF (67 CF.) 50.00' VC ' 18 LEFT OF (67 C.F.) 1440 LT- m PI=35.20 - 1440 LT SEE SHEET 10 FOR U NO2 9.55U' 41.04' 84.39' WN 41.04' 29.55' j O IN -00 w > w � mm U r50.00' VC OC OT OC OT OC v � r, w m a0 o PI=32.50 00 (0 > N 0) + ma > W r- � + � + ro N � � � M � M ®r-):-, % M �i - N o 0 >0) � '` `t o ao0.62 W 00o + + . m1435 LT- 50 M M N 0 r- N 435 LT Lo M O.SO� � ) i0to °Q°1 N 1.5�5% � r I �m M �� Co + + t + c0 + N > N TT M C0MMpV0 �)m M N N O N M m to W to N/ CROWNLINE PROFILE PROPOSED A ISHED U 50.00' VC 19+33.35 W C.B. NO. F4 L i 1430 LT- SURFACE AT m PI=35.16 U 32.60 TC 01430 LT SEE SHEET 10 FOR 41.68 OC U U > m PROPOSED FI ISHED 0 CONTINUATION U °- w O w o °D SURFACE AT ( tiro- 50.00' VC a, co m rn °? 2 rn o ' Q PI=32.46 > M O SO m N 0 M O N17 O W m W C� M M M N + I to + M m �ui CO) � > U 1435 - N � cit 0.50% r � M � M � M -o_% ,� M _ ¢ _ °�' o om m 0o N + M �_ M 0.50 , _ _�, � O o + _ � M 1435 M N M o 0 to to 0 O 0 ^ LO N 1.55% O �%-O- M -��- M 0 � M � M � N N + M + � � N LO N M ,� °' ,,,� � � � M e- N U 50.00' VC 1430 - SEE SHEET 10 FOR 25.72' OC EXISTING GROUND m PI=35.20 U EXISTING GROUND �' 1430 CONTINUATION w > w c� '/' Al'q ti m 50.00' VC ____ v }. rn rn o __. _ C PI=32.50 w 00 _ ___ _ __ _ _ __ _._,:, �, �,._ _ _ p � _ _ ___ _o �,. 00 U U > a > M M O M + O + + O 00 U M 0 W m m J U W v� � Co o + N � 'ri r , � � _ + + `n N � �'� O 0 00 0o j W LO 1-435 RT- _ �� N M o.6290 L0 4 r- - N o m z to M ^ , N 00 L + N M °_I. M ---w► r M ,r p7 -O.50% �t to � QQ _ m r'00 0) + �1435 RT U N CV N M 0 M �Q 5��o rM rKj M mMMM M + 0 rn � NMMc0� 0 � � PO N �� _..! M 00 N N ni m N 0) N O N M X M M M.- M� M to 19+42.25 Q 1430 RT- PROPOSED TOP OF CURB7 PROPOSED TOP OF CURB , � C.B.B.-NO. F3 21430 RT 18' RIGHT OF (67 C.F.) 18' RIGHT OF (67 C.F.) 32.60 TC PROFILE SCALES 3oZP`pE HORIZ. 1 "=40' �Nv VERT. 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 �, c� 10' PRIVATE U W U � m LO DRAINAGE EASEMENT TNT. 10+00.00 COTTONWOOD COVE DRIVE m °' � U + Z CONCRETE-DITCH PER O ca Q- o d v m �' o ROUGH GRADING PLANS =STA. 21+48.77 WARM SANDS DRIVE o �+ m N C .� 317 ( 0 24 181 182 189 183 N 188 + 24 184 185 186 �- �, 187 190 � 199 200 N N n _ ;\ _ "' 192 1°�k 05 2' TRANSITION I I � e = 38_34 4 N w C14J 191 19 7 9 8 �gk ? 3 � ►, L6 193 195 196 7 a rn 1 F�S = 45 19 4 N L=98.09' "' 8' U)- 4 �.' 33.18TC J J in � L=53.31'- L=53.04 "' L=53.o6' L=56.68- - - m Z _ L=50.72 47.29 53.20_ 37_12' _ ITT LSD¢, v 4 A 32.68FL 3,33gT 36.36 of L=43.08 - 29.04 48.23 CROWN `328gFC N o0 =24.14' - 34.83TC TC �, L=53.08 L=53.01' _ L=53.08 _L=53.23 1 N °O 34.7 TC (n 34.33FL LINE p 34.27 H 13+00 _ _ L=53.01 - 32.77TC N 0 20+00 34.0 FL =(A ^� ' .�� N86 25'55"yy 32.04FL 7 33.28FL E 12+00 5 6 33.77FL I _ 7 14+00 34.58FL 5 6 33.09TC FL - 34.59 TC 32.27 ^`�/ 7 ��1. C B 33.18TC 11+00 cv 00 _ 15+00 34.09FL 32.59FL NB4'11'04"E 1 - .�� N D 4 � � N r- 35.08TC N84'21'14"W K 16+00 L N co 7 34.27TC 7 J 5 6 18+00 32.77TC' -, S`ti P 34.83TC c, 33,68FL 4 7 33.78TC 33.77FL 34.58FL - 17+00 44 8� • hhh 1 3.28FL F G _ - 33.09TC 32.27F1- 34.33FL 4 34.59 TC _ A 32.59FL , N �G 45 2 - - _ _ L=56.45 w L= - 34.09FL 4 7 (� cv ao - w `l, �1 � 2 21 f 6 43 86.77 ,y, 31.98' oo L=28.29' L=25.12 L=52.74 � 23.31 31.23� 52.50' - N _ - L=56.6T 32.88 L=63.75 L=57.78' 7 < N+ 54.00 st,/ ^�,5�,• U 21 f�3 4 CR o L-53.07 45.80' o - - - _ _ - - - w PROPOSED L0 � O 7 11 w N L=51.50' `r _ L=40.25 O �n L=51.50' L=51.50 STORM DRAIN 16 PRIVATE w o, cv N 174 CO w L=51.50 L=51.50 ��' "' 175 LINE "F" DRAINAGE 161 0 J • sF �� N 24 176 173 SEE SHEET 20 EASEMENT o + o o O F o 180 179 172 2 171 165 _ o PROPOSED 24 + v s�, s 177 164 163 _ N N N � 4 170 16 7 16,15 � STORM DRAIN o s 169 168 +z = 162 26 0 0 m o PROP SED CONCRETE DITCH PER F DUGH GRADING PLAN SECC DARY OVERFLOW ESCAPE 33. Underground Service Alert g�f ORE yOGo Call: TOLL FREE CURVE DATA CURVE DATA COTTONWOOD COV DRIV 1 -800 CONSTRUCTION NOTES O DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT 227-2600 (PRIVATE STREET) 1 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6" C.F.) O 83'22'00" 58.00' 84.39' 51.65' I 13'19'15" 700.00' 162.74' 81.74' TWO WORKING DAYS 4 CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) © 50'48'26" 47.00' 41.68' 22.32' 0 13-19'15" 682.00' 158.56' 79.64' BEFORE You DIG 5�CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) 50'48'26" 29.00' 25.72' 13.77' KO 11'27'42" 1482.00' 296.46' 148.73' APPLY ASPHALTIC EMULSION (FOG SEAL) © OWNER DEVELOPER: CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 p 16*16'47" 104.00' 29.55' 14.88' © 11'27'42" 1500.00' 300.07' 150.54' / 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 O SOUTHERN CALIFORNIA 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER OE 26EET 11'14'34" 482.00' 94.58' 47.44' OM 11'27'42" 1518.00' 303.67' 152.34' LAND MANAGEMENT, INC . SCALE: 1 = 40 CONSTRUCTCURBPER DETAIL ONHOUTLET PER RIV. CO. STD. 308. MODIFY TO FLAT BOTTOM, WITH 5" O 11*14'34" 500.00' 98.11' 49.21' ON 06'30'02" 2018.00' 228.95' 114.60' 31676 RAILROAD CANYON ROADSAM OPENING (8" CURB FACE ® OUTLET) PERPENDICULAR TO CURB FACE AND USE A 3 CANYON LAKE, CA 92587 TRANSITION ON EACH SIDE. © 11'14'34" 518.00' 101.64' 50.99' OO 06'30'02" 2000.00' 226.91' 113.58' (909) 246-1100 * FAX: (909) 246-1104 0 20' 40, 80' 120' 160' OH 13*19'15" 1 718.00' 166.93' 83.84' © 06'30'02" 1982.00' 224.87' 112.56' WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 SHEET NO. SHALL NOT COMMENCE UNTIL AN QROFESS/p TRANSPORTATION DEPARTMENT Q�OFESsio ENCROACHMENT PERMIT AND/OR A A• o �l p A. �9 11651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. ,4� �o �'S F2 APPROVED BY: ��' Pao 3 <<-\ RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" 11 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR r� m C¢ yy m (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A ASSURING THE ACCURACY AND ACCEPTABIUTY OF THE DESIGN HEREON. 33950LIJ 91��/a No. 25917 2 1984 ELEV.= 1425.301 STREET IMPROVEMENT PLAN IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL yt Exp. 6/30/06 * Exp. 12/31/05 * FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE s K ED _MAN / Pf PARED BY: R.C.E. N0. 2 2/31 COTTONWOOD COVE DRIVE of 21 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE gTFCF ICA1`-�FO��\P /Z.�••�.� DATE ^O `tTTF CIVIC Q f �. P. 12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY �F CAUF `� ' t- ` `"'DATE: '�" ris " FOR: W.O. COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40' V: 1"=4' SO. CAL. LAND MANAGEMENT, INC. FILE NO. /. r Z! JN571/571 sip1 1 .DWG/03-05-03/S:40 PROPOSED TOP OF CURE 18' LEFT OF � (6" C.F. ' PROPOSED TOP OF CURE ) � 50.00 vc 18' LEFT OF � (6" C.F. > ) 1440 LT- PI=35.20 m � - 1440 LT SEE SHEET 10 FOR 29.55' 41.04' 84.39' 41.04' 29.55' 0 w > w m U 50.00' VC N CONTINUATION OC OT OC OT OC U U m - 0 - mto w m rn °' -5 0 0 PI=32.50 U 0o _ o U N 0 0 O O 00 " 7 LO 0 0 p W m > _j U W M tfj I\ M N + to '� � � + M L0 � M m > O U 1435 LT- 00 0 � � � � 0 N � � � M � M � M -0.62% � n In � o 0 � 0 > W cfl M + + - M 0.50% M ---1. M M -0.50% `� `n - m co o Sri oo m LT 0 m M 0.50 0 t M �� 1._ M 0.50% W M M -0-- 507_ r� o+o o + � r + Lo + `°+ `° 00 " �� ri + c� + ri M 00 M IN N + N� N " M- M V�/� ------------- I CROWNLINE PROFILE PROPOSED FI ISHED 50.00' VC 19+33.35_ Ljj C.B. NO. F4 La1430 LT- 1 -41.68' SURFACE AT m PI=35.16 32.60 TIC01430 LT SEE SHEET 10 FOR OC 0 L 0 w m U PROPOSED FI ISHED Z�6 0 50.00' VC CONTINUATION 9, 9, m O CD m SURFACE AT �2 20 m 0, � 0 0 PI=32.46 w N o 't- U U U > O m N 00 °' M r' OO + 7 + O OF mot") w m m �� Uw (� C D M M M N � L0 'qt u7 �} M M to > U O 1435 `�- N M r � 0 + I � M � M � M -0.62% � � O Lq rn O 00 > 00 o N `� ± N ►'� 5�� "� ---�. M M -0.50% �n c� 0 0 LAD "t 0° Q U N r; o 0.50% M -- M 1435 '� -0.50% M + 0 � r N °' In Sao " � O m M r) M �--- -� M 00 00 0j N + N + � Ci M 1 �5O as 0) � T0 95% N 50.00' VC 1430 > PI=35.20 EXISTING GROUND- SEE SHEET 10 FOR 25.72' OC EXISTING GROUND q m U 1430 CONTINUATION 9, ui o w m m 50.00' VC 4 9, _ M 4 __ ,_ - ., m rn 0? m rn o PI=32.50 m I� � U U U 4 N -- O O CIO0 + d + O O w m Ln ICY) m U w M M � MN `O + to � � � � MM L0 > U W U J 00 O + N I O O O 0 I�� N d N � �- M � M � M -0.62% � � �i � `r) 0 0 N 0 � 0 > Z 1435 RT �CO a) - + � ± �; M � M ,--0.50% M ---� � M � M -0.50; � � N n o I� � M r �0 M 1.55% m �1435 RT U N N N M 0 t 5O% r7 M m Inn M -0--5 % - M CO M + r + 0 + 0+ 0 + 00 M 00 M 0 N0 "0 " 0 " M 2 r M� M� M 1430 RT- 19+42.25_ Q PROPOSED TOP OF CURB PROPOSED TOP OF CURB CB. N0. F3 21430 RT 7 18' RIGHT OF (6" C.F.) 18' RIGHT OF (6" C.F.) 32.60 TIC PROFILE SCALES o PP HORIZ. 1 =40 VERT. 1 "=4' 10+00 11 +00 12+ 00 13+ 00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 C> U CD 10' PRIVATE c) w U ``' m ' 'n DRAINAGE EASEMENT INT. 10+00.00 COTTONWOOD COVE DRIVE m �' Of `2 + = CONCRETE DITCH PER O ca ° o v m o ROUGH GRADING PLANS 0) =STA. 21+48.77 WARM SANDS DRIVE o �+ w � m ^1 n Q C5 II ` v 182 317 24 181 183 + + 188 189CIO 24 + + . 184 185 186 r 187 190 192 199 200 �gkg� 2' TRANSITION I oN oN > i� _ 9`� 6 38_34 4 ) w N j 191 19 7 9 8 1gk � 4 � �I 193 195 �. 196 _ 1 � S 7 0 194 �\ �.' 33.18TC J -j n L=53.31'_ L=53.04 "' L=53.06' L=56.68_ - - mZ _ L=50.72 47.29_ 53.20' Li II 7.19 L=37_12' - m�504, A 32.68FL 3,33 36.36' of L=43.08 29.04' -j 48.23 34.83TC CROWN 3289FC N oo L=24.14' w L=53.23' - �o � ��`� `� LINE D 34.27TC I C, - 7 -L=53.08' L=53.01 _ _ _ - - _ ' L=53.08' v °O 34.72TC (n 34.33FL 34'5 FL "' L=53.01 1 34.05FL = 3 •54TC 33.78TC 33.77FL H 13+00 14+00 34.58FL 5 32.77TC N 0 20+00 h N86'25'S5"yy 32.04FL 7 33.28FL E 12+00 5 6 - 6 33,0gTC 34.59TC N84'11'04"E 1 +00 32.27FL ^`�'/ 7 ��ti C g 33.18TC 11+00 - 34.27TC 4 7 _ 15+00 34.09FL 32.59FL N - 35.08TC N84°21'14"W K 16+00 L N 7 5 6 18+00 32,77TC ��. P "' �' 34.83TC 33.68FL 4 7 33.78TC 33.77FL 54.58FL ' 33.09TC 32.27Ft 34.33FL 8>4, h�� 1 33.28FL F G N 34.09FL 4 7 �, 32.59FL _ - L=56.45 w L_ - _ M w L=63.75 L=57.78 7 Q ,tiry�koo owe 2� A5 - 86.77 - - - - =25.12 L=52.74' -23.31 - N � _ - - ' z N \\��A �`1 �` 221+6 43 BOR 31.98' o L=53.07' L=28.29 L w 31.23' 52.50' _ 4.00' L=56.67' _- 32.88 w o /' 7 11 w �3 43 cL N 45.80 L=51. - `r - - - - -40.25' 5 PROPOSED L(7 O 41 II 174 co 50 L=51.50 w L=51.50' L=51.50' L-51.50 - STORM DRAIN 16 PRIVATE � J 0 S �� °' N n 24 175 173 �' SEE SHEET 20 EASEMENT 161 + 00 o o p 180 0 0 179 178 176 172 163 � N oo s 177 428.5 164 PROPOSED 0 24 171 1 65' Lq STORM DRAIN 24 0 Ln ` II x,T7. 170 169 168 167 N � o = 162 26 ,70 rn m o PROP SED CONCRETE DITCH d c3 II 5g PER UGH GRADING PLAN N ��. SEC DARY OVERFLOW ESCAPE Underground Service Alert gEFORE roGo Call: TOLL FREE CURVE DATA CURVE DATA COTTONWOOD COV DRIV JP i 1 _800 S� CONSTRUCTION NOTES 0 DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT 227 2600 ( PRIVATE STREET ) °' " A 83°22'00" 58.00' 84.39' 51.65' I 13-19'15" 700.00' 162.74' 81.74' 5CONSTRUCT TYPE A-6 CURB & GUTTER PER RIV. CO. STD. 200 (6 C.F.) O O rwo WORKING DAYS 4 CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) © 50°48'26" 47.00' 41.68' 22.32' 13°19'15 682.00' 158.56' 79.64' BEFORE YOU DIG O--CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) APPLY ASPHALTIC EMULSION (FOG SEAL) © 50°48'26" 29.00' 25.72' 13.77' 0K 11'27'42" 1482.00' 296.46' 148.73' 7 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 O 16°16'47" 104.00' 29.55' 14.88' © 11'27'42" 1500.00' 300.07' 150.54' OWNER DEVELOPER: 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 SOUTHERN CALIFORNIA 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER 0E LAND MANAGEMENT, INC . SCALE: 1 40 11*14'34" 482.00' 94.58' 47.44' 0M 11'27'42" 1518.00' 303.67' 152.34' = PER DETAIL ON SHEET 1 26 CONSTRUCT CURB OUTLET PER RIV. CO. STD. 308. MODIFY TO FLAT BOTTOM, WITH 5" O 11°14'34" 500.00' 98.11' 49.21' ON 06°30'02" 2018.00' 228.95' 114.60' 31676 RAILROAD CANYON ROAD OPENING (8" CURB FACE @ OUTLET) PERPENDICULAR TO CURB FACE AND USE A 3' CANYON LAKE, CA 92587 TRANSITION ON EACH SIDE. © 11*14'34" 518.00' 101,64' 50.99' 06°30'02" 2000.00' 226.91' 113.58' (909) 246-1100 * FAX: (909) 246-1104 0 20' 40' 80, 120' 160' 0H 13-19'15" 718.00' 166.93' 83.84' © 06°30'02" 1982.00' 224.87' 112.56' NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CSL ENGINEERING, INC . TRACT 29837 IP 020074 SHEET NO. SHALL NOT ENCROACHMENOTMMENCE UNTIL ANPERM T AND/OR A �oQ OAESSc10,yg1 TRANSPORTATION DEPARTMENT OQROFASSiONy 1 1 651 STERLING AVENUE SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION GRADING PERMIT HAS BEEN ISSUED. �<v� �� TF� APPROVED BY: ��'P`�� Sciy�F� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY OF RIVERSIDE 11 IG T EENGINEECYSANDNG THESE PLANS I RESPONSIBLE E DESIGN EREON.FOR Y 33950 ti m10 ATHE PR SSURING m (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE „ „A 9 a3 No. 25917 1984 ELEv.- 1425.301 STREET IMPROVEMENT PLAN IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * yt Exp. 12/31/05 FOR OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR. DATE �qT CIV1� �P K ED MAN / DATE s * P PARED BY: R.C.E. N0. 25917 COTTONWOOD COVE DRIVE of 21 sHTs RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS OF �� /7.�s�C - •D �9�e0�IVI� O��P /�, EXP. 12 05 SCALE: FOR: W,p, COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY CALIF CAO� 1� DATE: 2"¢' 3 RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =4 SO. CAL. LAND MANAGEMENT, INC. FILE No. JN571/571 sip1 1 .DWG/03-05-03/S:40 PROPOSED TOP OF CURB 29.55' 41.04' OT 120.86' OC SEE SHEET 13 FOR PROPOSED TOP OF CURB 50.00' VC 18' LEFT OF (6 C.F.) U U m OC CONTINUATION 33' LEFT Of (87- C.F.) PI=35.22 w 40.97 OC TRANS. FROM 1440 LT- o m , _ J 39.27 OC 4 � 4 0 4 v O _ 1440 LT ' '/ 94 '/ � 8" CF TO 6" CIF m w w 0 ^ O + + � U U 00 l-� 0-% w "� o '/4'/4 °y4 °/4 40.00' VC ;r� "� `n °° 01 U_ a .J �O Co 0 o p � rn + � 0.50% NM Nri w � mM � PI=32.24 `° co _ J N ►`� �N ,n 0 coo ': + 7 co N n r� �- 0. 0% v co U > U_ U_ co U_ n �-- oo + -+ + M N � r0-50% M ,.... V 00 > V O , O N N 1435 LT- _ WNM " �" "' N � �`? U - 1435 LT 1435 LT- o 0 0 m � --1435 LT _ 4 71.28' OC SEE SKEET 13 FOR o: oo M o rn N � � co r,Cr0 Ci `EXISTING GROUND c� N N cqj + + .F N -� to �- N N m n PROPOSED FI ISHED 35.64 35.64 CONTINUATION w �, �, �, O � o M M V- V M M M W 50.00' VC SURFACE AT U U 0 u ` � A/2 TAN. GRADE=-0.50 -0'�% -0.505' 7-0 0 50% TAN. GRADE=0.50% W PI=35.18 Q w p re) N _ 11+05.00 LO LO 1440 - 0 U v m 00 o coo ,n G C.B. N0. D1 00 Do 0) 0 N � ul � - 1440 1430 LT- ��N 32.29 TC - 1430 LT > w 2 w M r LO (° + °? + 06 m ,� M w to o 40.00 VC °D � O O r co `O 00 C°o i 0.50% C*4 r m > o PI=32.10 o 00 p o CD ul � + N PRO OSED FI ISHED > o ,� �O o co o co co 50� N M �----- 0.50% o r- oo �, NON � LO � + � NM �05_0� ►� NP7 M 1. o% SURFACE AT z o 2 Z •+ ± Sri± u7 ± 'n 0.50% ►`i c"v n LO M �' o o w c-0 " N)N to N M �_ 6 43.98 OC SEE SHEET 13 FOR o Ui o (` 1435 q- N M '/4 `/4 °�4 &/4 _CDNTLNUATION _ o + N o o � - 1435 ,� 1435 1435 - to o N + 7 to a- + n BARRICADE + N '� ""� + " + `O EXISTING GROUND (i U L ro ' -0.50% = r"� Or! � " M C4 50.00' VC U °° v co 40.95' OC TRANS. FROM PI=35.22 J � o: w '_ rn » • co SEE SHEET 17 FOR x - U O ;cS co O 0000 DESIGN (i PROFILE SHOWN � °/'4 '/4 '6/4 9'4 8 CIF TO 6 CIF 1440 RT- > > 0= 4 W L m r- 0) � �* - 1440 RT 1430 �.- U_ 3s.27 oc SEE BELOW FOR MEDIAN + - 1430 Q c� c� > CURB RETURNS r 00 " ao w M w > w M w m V) co "� PO � rn O + a0 °° r� cn 9. oy n. 9. DESIGN w v v " " m co co ,n r o co o -00 r7 p 4 4 4 4 40.00' VC v LO r_ kayo O 000 O O to () 04 rU- p O (O + 00 0-50°�0� " M N CV _j �p c� J O o ,•O LO o ,O ^ + rn + r co N ;° �i �% N `� M TAN. GRADE=0.50% U PI �32.24 _j - LO U_ n WoM + -7:++ + `t Ncri M Nto - -° M w 00 U ? V O O 00 to T_ to T_ Ui N to U > Z+ 4 NMN �`� NM NM 0.50% ' �. M W � m � W U 00 O) 'N N W j m 1435 RT- J" M o.50% r- - 1435 RT 1435 RT- Ni �, _� o - 1435 RT 2 U co (o 00 `tLO N LO "rCq) rC_�) CROSS-GUTTER PROFILE 0° ""� PO M o N o ,"O M ± C� ± Mto '�R B `� " � " � "Q 18' RIGHT OF (67 C.F. TAN. GRADE=-0.50 • -0- 5>D 0 0% TAN. GRADE=0.50% � � 11+05.00 EXISTING GROUND - --- 1430 RT- 3.29. C D2 - 1430 RT 32.29 TC 2� PROPOSED TOP OF CURB PROFILE SCALES 33' RIGHT OF (8" C.F.) HORIZ. 1 "=40' VERT. 1 "=4' 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 10+00 11 +00 12+00 w q INT. 22+17.66 COTTONWOOD COVE DRIVE =STA. 10+00.00 WHISPERWOOD WAY AKESHORE rl m m OLD NEWPORT L LANE T g ROAD �° SHE cv w m w � INT. 27+43.22 COTTONWOOD COVE DRIVE SE€ SHEET 2 0)0 �` � SEE 44 I 94 n m =STA. 10+00.00 SALMON STREET 0° �+ Z = 22' 22' w , , N + oo ,�`,� T o m d- 18 18 290 289 288 287 286 N 20' x 50' DRAINAGE 2:1 11 N�,� � W w 0 285 `n N EASEMENT TO TRANS. H + p N N 284 _ O � w DEPARTMENT "�c° o LO w �� O� + N N SECONDARY DRAINAGE _� 71' 283 M� 94+08.35 ECR I -4 + � 0 282 2$1 28 2 9 278 � L=37.52 20.64' 57.15' 57.15' 57.15' L=54.89' c� ESCAPE ROUTE �O o I 9 - 15+36.53 BCR .�� _ N I 95 1 5.59 N ao L=21.90 �� I ;°g°'g ... �, PROPOSED 27' �� a 'o°o° 3 8 11 0 18 4 W 34.83TC 35.14TC 7 36.1.9TC C; 00 - � ;,� QO 2719 -- 38 o.g. 3 Q W 34.33FL 34.64FL 22+00 " 5 6 23+00 35.69FL "' 50.57 _ ,n N g5 �0' I 10 STORM DRAIN _ N89'18 54 W _ _ L=49. 11 �3' INT. 10+00.00 CLEAR LAKE LAN °_° ,g°o° ~= 34.83TC 35.14TC _ _ 35.46TC T, �°� °� 35.91TC 36.19TC V- 24+00 B 36:87T 50.01 J 277 =STA. 94+66.35 OLD NEWPORT ROD 47TC 16 INT. 11+95.96 CLEAR LAKE LANE �� 34.33FL 3�4.64FL cN.i °O 34.96FL ^�� `'�(�� ^jh 35.41FL 1 35.69 7 _cw oo C 3jF� E 5 3g15� I ��s - 31.86FL O _ N 5 b 31.80E =STA. 15+97.51 LAKESHORE LANE W W _ D 36•87TC 6 25+00 7 N 7.49TC 37. TC 37.94TC 31 65 7 �'ooJ PROPOSE Z _ - 36 3- 3 ,99FL 7 6 00 37.29FI_ H 37.44FL 27+00 STORM DRAINSEE +0 ,,, 48.82 q A 54.98 L=24.13 _ G _ N88'12' 4."W LINE "D" DETAIL SEE N00'31'16'E 11 J 1 L-55.59 7 4 �, 37.49TC SEE SHEET 21 `� BELOW 25ZD = 4 10+43.00 ECR 2 3 10+43.00 BCR a L=51.43' N 36.99FL.,` 5 6 7 4 38.09TC 1J u J'6r, ;Y, ,� , 25 s Lzz 37:59FL 5 6 c�-� w. 276 LO n A 32.53TC N 32.47TC 11 Lr) F- 315 a oMo �- '� 11 + + L=50.95' - - - - 1 '�N I 31.86FL 31.80FL I STA. 16+02.00 M N 201 " " M 27.06' 57.12' 36.12' R W I00 48' 24 291 292 N `�• 4 01 3 rC416 (W=4', H=4.32') 24' 24' J 10+44:5 EC w o U7 EC PROPOSED EDGE Z ,� 1115.64'oy .� 4 0 I I 96 20293 ^ d OF PAVEMENT ,�o,• 1�6+58.45 ECR;-- �, ,� In 20' 4 w 294 297 °U° �iz o a �� U_j 95+24.35 BCR v� N WHISPE RWOOD 295 296 n ^ I Z 275 sof + WAY " Ln 00 I BC ' �,�; o 0 0 � °° M I N SEE SHEET 17 N L=13.5 ' O12 22' '1 ' 10 0 0 M o I 44 " 24 " "0 _ 274 A_ Z __ 22 22. I 97 L-16.14 OLD NEWPORTJ� � 3 18' 18' ' SALMON ROAD Nam'" LAKESHORE COTTONWOOD STREET SEE SHEET 3 SEE �qNE COV RIVSEE SHEET 13 U U SHEET 8 m w m w 0 0 o co (PRIVATE STREET) p CD CD N AR LA � n N N rj r7 Underground Service Alert o o + + CONSTRUCTION NOTES CURVE DATA _: BEFORE roG 32.69TC 32.66TC 32.57TC 25 32.65TC �Py o o Call: TOLL FREE 11 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6" C.F.) 32.19FS 32.16FS 32.07FS 32.15FS 1 -800 2�-CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT P RIVATE STREET P P P �' P 2 2 7-2 6 0 0 �CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A O 90 00 00 25.00 39.27 25.00 I 119 23 32 58.00 120.86 99.24 _ 4 CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) ��G �G _TWO WORKING DAYS 55 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. CLASS II BEFORE YOU DIG ( ) © 13'00 01 618.00 140.22 70.41 O 86'53 34 29.00 43.98 27.47 FS 25 sa--APPLY ASPHALTIC EMULSION FOG SEAL `L• � �' ' `L• �5 I ' '�� 77 CONSTRUCT CONCRETE ROLLED CURB &)GUTTER PER DETAIL ON SHEET 1 © 13'00'01" 600.00' 136.14' 68.36' DK 17'02'02" 104.00' 30.92' 15.57' 'S5`L� I I . 32.69TC 32.66TC S 32.57TC 32.65TC S 10 INSTALL BARRICADE PER RIV. CO. STD. 810 OD 13'00 01 582.00 132.05 66.31 © 86'53 34 47.00 71.28 44.52 32.19FS 32.16FS 32.07FS 32.15FS OWNER / DEVELOPER: 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 ' " ' ' ' '� c� c� c� SOUTHERN CALIFORNIA 16�CONSTRUCT 6" TO 8" C.F. TRANSITION PER RIV. CO. STD'S 200 & 201 0 11'54'01" 582.00' 120.88' 60.66' 0 93'53'57" 25.00' 40.97' 26.76' N o o N N to n LAND MANAGEMENT, INC. SCALE: 1" = 40' 18 CONSTRUCT TYPE TRANSITION CURB & GUTTER PER RIV. CO. STD. 201 (8" C.F.) O O (6 C o M 24 --CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER F 11'54'01" 600.00' 124.62' 62.53' 0 93'51'43" 25.00' 40.95' 26.74' co N PER DETAIL ON SHEET 1 G 11°54'01" 618.00' 128.36' 64.41' P 180,00,00" 9.00, 28.27' + + MEDIAN DETAIL ± ± 316Y6 RAILROAD CANYON ROAD 25 CONSTRUCT TYPE "D" CURB PER RIV. CO. STD. 204 (6" C.F.) O 0 0 0 CANYON LAKE, CA 92587 (909) 246-1100 * FAX: (909) 246-1104 0 20' 40, 80' 120' 160' 1"=20' DH 16°16'47" 104.00' 29.55' 14.88' NOTE: O FK CONTAINED WITHIN THESE PLANS SEAL-COUNTY SEAL-ENGINEER BENCHMARK: COUNTY OF RIVERSIDE CSL ENGINEERING, INC . TRACT 29837 IP 020074 SHEET NO. SHALL NOT COMMENCE UNTIL AN QROFESS/p4, TRANSPORTATION DEPARTMENT QROFESS/p4, RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE ENCROACHMENT PERMIT AND/OR A �4 A. p '�l p A. 9 11651 STERLING AVENUE, SUITE E „ GRADING PERMIT HAS BEEN ISSUED. �� `�� T'S� F2 APP OVED BY: c��c`' P`�0 s�iy�� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 » 12 U) zP 92 z tie �' (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �' Y m c� ¢ ' m STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 m No. 25917 1984 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL c * Exp. 6/30/06 9 FOR L DID J S y s * KH A. T AN DATE * Exp. 12/31/05 * PREPARED BY: R.C.E. N0. 25917 COTTONWOOD COVE DRIVE & CLEAR LAKE LANE OF 2 sHTs OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE K BY D E PR• DATE �9� CIV►� ��' � CIVIL '�Q` "� ' ,� �, EXP. 12y3l05 SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS F�F CAS\F0� �� TFOF Cad\F�� i/ y z�!�A `- 'v .7 •�C- 0__ '_� DATE: 9�� FOR: W,0• COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. RECOMM NDED DATE RICHARD A. SCIANNI SO. CAL. LAND MANAGEMENT, INC. FILE NO. ENGINEER COUNTY H: 1 =40 V: 1 =4 JN571/571 sip12.DWG/4-1 1 -03/S:40 PROPOSED TOP OF CURD 29.55' 4104' OT 120.86' OC SEE SHEET 13 FOR PROPOSED TOP OF CURB 50.00 VC ' 18' LEFT OF (6" C. F.) OC CONTINUATION 33' LEFT OF (8" C. F.) 40.97' TRANS. FROM PI=35.22 a w mo O.C. w8" CF TO 6" CF 1440 LT- U U o m �, ,� LO - 1440 LT �- m w w r�i 0 r-00 + I� c' U 00 0. 0% w M ic) 0 O ^ 0 OD ^ (� 1� W M m M J J _j (0 00 CO O O O Qn co + . 0.50% N M �'� N M w w N ao NID I ''~r 0. 0% I- 00 ''� + �+ 7 + '`� `° (M° N (M° �--- 39.27' o 40.00' wjo i c� 0.50% M W °° LOB LO 'n 0.50% r� ± N r)N M N M -�-- EU O.C. m P.I.-31.81 >U> f- 00 O O 00 O N NM � I� � O m � Ojo? � � � � � � 1435 LT- w - 1435 LT 1435 LT- � �° � R N � _ -- � N N 1435 LT _ 71.28' OC SEE SHEET 13 FOR , '� r"� M °r"� + Lri M + LO + �. N �i ,� M �EXISTIN'G GROUND + 00 co N M M M O PROPOSED FINISHED 35.64' 35.64' CONTINUATION /4 �4% �4 0.77. + '0 +PO - � � � � U m W 50.00' VC SURFACE AT `� c� U m TAN. GRADE=-0.50% �- LLJ PI=35.18 w 0 0.5% 0.73% TAN. GRADE=-0.50% 1440 �- 0 00 11+05.00 0 Z m 0 M LO N - 1440 1430 LT- ��o -�C.B. NO. D1 � c - 1430 LT > w m w °° � 0 0 c° LO �+n 0.50% N r i m ao "� M M M w M ,� 31.86 TC z N N �, PROPOSED FINISHED M 0 00 0 0 ^ (a � Lf) -- {O + • n 0.50% -- 0. 0% r c o � _ oLO _ (� o N ° M -♦--- 1.00% SURFACE AT q z co o + .+ + Lri N LO M C I 40.00' uj ± N r`OryN r`%i N r% " ") 43.98' OC SEE SHEET 13 FOR�� o o m � P.I.=31.61 E °' 1435 - o " M �4 9'4 9'a 9'4 CONTINUATION - 1435 1435 q- o �, N o o o o - 1435 -� 1`0 BARRICADE + N + � M + ui LL- 00 04 EXISTING GROUND CIO C14 00 M rn + co + 0.5% cV 50.00' VC m r- 2.09• M J M v �� 40.95' TRANS. FROM ic PI=35.22 w w M N co " „ U SEE SHEET 17 FOR U °- 0 I` U 0 00 r DESIGN PROFILE SHOWN rn O.C. w tL 8 CF TO 6 CF m ~ N 1440 RT 1430 - SEE BELOW FOR MEDIAN � u- 0 � - 1430 1440 RT- Q o w 06 - U U > CURB RETURNS ,,� r 00 O N 00 w M + U = U Lo I- m w w m M o I� c+o co M M M DESIGN + _ Ln + %0 O 0 co (j O J - LO V) ao Ln 0.50% " M N 0 00 0 0 co (5 N 1- 0 rn co + r- 0.50i' N M M -..-'- EXISTING GROUND tL w co 0 . I- (D _ m ^ co + a, + r co N `M° M �--- TAN. GRADE=0.50% 39.27' cr 40.00' M Lo , w oo M + + L1� + �,� + � N ►) co M (0 0.50% M _ . M N M -.� Lo� LO _ m O U `�._M _ H Z ± 00 N MN M N M N 1� 0,50% " M (�� O.C. W > P.L=31.81 U m t M M U € U 1435 RT- J " M o.50 �--- - 1435 RT 1435 RT- r- N N M N 0 o 0 o o � N N N � . �, � �, - 1435 RT M M M M + 00 + to N + CV N M M cr C) CROSS-GUTTER PROFILE PROPOSED TOP OF CURB % A� 00 77. + � + � M o © � 0 7 � o/ n/ n/ o/ W Q 18 RIGHT OF 6 C. F. --� ( " ) TAN. GRADE=0.50% 0.57. 0 3% AN. GRADE=0.51 12 11+05.00 1430 RT- - r C.C.B. NO. 02 - 1430 RT 31.86 TC 2� PROPOSED TOP OF CURB PROFILE SCALES 33' RIGHT OF � (8" C. F.) HORIZ. 1"=40' VERT. 1"=4' 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 10+00 11 +00 12+00 w q INT. 22+17.66 COTTONWOOD COVE DRIVE =STA. 10+00.00 WHISPERWOOD WAY U LA►� _SHORE m m OLD NEWPORT ooCN LSHEET $ N 00 w o w SEERSO EET 2 o o SEE 44' 22' 94 7 o co 20' x 50' DRAINAGE m + z � 22' 06 � EASEMENT TO TRANS. o m w 18' 290 289 288 287 N 286 N DEPARTMENT 2:1 U J 11 � 00 �$N 6 285Ln co0 w `V INT. 27+43.22 COTTONWOOD COVE DRIVE^ �� + oul 284 283 =STA. 10+00.00 SALMON STREET o o + o SECONDARY DRAINAGE + _ 71' 27 Q 94+08.35 ECR _ ESCAPE ROUTE v-� L=37.52 20.64' 57.15' 57.15' 57.15' L=54.89' ;r, CD 282 281 28 2 8 �9 15+36.53 BCR \ 95 >> cV L=54.97' L-31.27' u � - ;000i 8 11 0 1 5.59'18 4 ,, a 1g, L-21.90 �,3 I 3 N 3 STORM PROPODED RAIN• 34.83TC 35.14TC �" °O 36.19TC - - Y °°j 10 aW 34.33FL 34.64FL N r 7 22+00 ° �56�2 3+00 35.69FL N L=50.57' "' "� 85 21. E00 INT. 10+00.00 CLEAR LAKE LANE °'°° N89 18 54 W L=49.48' il, �3. 277 24+00 B 36.87TC 50.01' - A 32.21TC "r7 32.04TC INT. 11+95.96 CLEAR LAKE LANE 34.83TC 35.14TC _ _ 35.46TC Oc' �°' Cb 35.91TC 36.19TC 36.37E o C =STA. 94+66.35 OLD NEWPORT ROAD ° N 00 c�• 1 7 '4- - t E 15� =�= ` _ _ .._ _ - _ _ _ _ __ _ =STA. 15+97.51 LAKESHORE LANE 34.33FL 34.64FL �., 34.96FL ^� F� S F� ^� F� 35.41 FL 35.69FL N 3a• v' - -_ - N, C D 36 5 g 7 N ao 37.49TC 4TC 3165F� 7 o PROPOSE 'n .® W W = - = :<. 87T� 25+00 37.79 TC 37.9 0. ZW 3637F� (FY 36.99FL 7 37.2gFL H 37.44F1 STORM DRAIN Q, +0 _(n - 26 00 27+00 LINE "D" SEE MEDIA N00°31'16"E 1 1 w 48.82 p q 54.98' L=24.13 G �r - N8.. 12 54 W DETAIL 4 N o0 37.49TC \,X BELOW 25 L=55.59' a -51. 7 7 4 -� I I J 5 6 I, SEE SHEET 22 r7 Q 25 s = 4 10+43.00 ECR 2 3 10+43.00 BCR L- 43' `" `- 36.99FL 5 6 37.59FL r -7 V 3 � �,J �, Ln '=50.8g' �� rn 2 / 6 � p 32.21 TC "' K' 1 g N 32.04TC 11 ~ 315 * 31.54FL 31.37FL STA. 16+02.00 Q n o; 11 N L=50.95' �, 27.06' 1 °° CO oO � 201 "' 57.12 36.12 �� o = 3 l 115.6 4' 48' 24 291 N 4 RAW I 3 0 CN 4 16 (W=4', H=4.32 ) 292 "' II 10+44.52 EC o 7 EC Z 24 24 4 293 J P. N PROPOSED EDGE 16+58 45 ECR, O I 6 20 � `'�`"' ��' �'�' � OF PAVEMENT �,� r-->> m 20 w 294 2 297 m N� o �� 275 �� 95+24.35 BCR ooD � 9 WHISPERW U �� 2 9 6 � � N N _ W _ � U Nj•- WAY N � Od BC �� o oo � m + SHEET 1 7 + + + L=13.59 O' 2 u- 11 0 44' N SEE + 00 . 12' 22' ::t ' 1 0 � _ S N 24 N N CrI 2 7 4 + + Z _ + 22 22' 9 7 u u u1u u L=16.14 OLD NEWPORT SALMON ROAD LAKESHORE STREET SEE SHEET 3 SEE ENE UUV DRIV SEE SHEET 13 SHED 8 CLEAR LAKE U U U U m w m w PRIVATE STREET ) co Q CD Underground Service Alert - LA �� + + + + FOR r CONSTRUCTION NOTES CURVE DATAE CD o1. Call: TOLL FREE 2 DCONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6" C.F.) 2.29TC� 32.25TC 32.08TC 25 32.16TC 1 -800 2 CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A 0 DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT 31.79FS 31.75FS 31.58FS .66FS 227-2600 33 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A ( PRIVATE STREET _ " CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) O 90000,00" 25.00' 39.27' 25.00' DI 119023'32" 58.00' 120.86' 99.24' P m P P rn P TWO WORKING DAYS 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. CLASS II FOR 0 DATED 10/27/03 & ONWARD ONLY BEFORE YOU DIG 6 APPLY ASPHALTIC EMULSION (FOG SEAL) ( ) © 13°00'01" 618.00' 140.22' 70.41' O 86°53'34" 29.00' 43.98' 27.47' � 25 - `�� ' `�� CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 C 13°00'01" 600.00' 136.14' 68.36' K 17002'02" 104.00' 30.92' 15.57' HUN SAKE R &- ASSOCIATES �� S rn j ��FS I R V I N E I N C I 10 INSTALL BARRICADE PER RIV. CO. STD. 810 0 ° 0 ° 32.29TC 32.25TC ` 32.08TC 32.16 OD 13 00 01 582.00' 132.05' 66.31' © 86 53'34' 47.00' 71.28' 44.52' PLANNING ENGINEERING SURVEYING S OWNER / DEVELOPER: 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 • FX:(949)583-0759 31.79FS 31.75E 31.58FS 31.66FS SOUTHERN CALIFORNIA 16 CONSTRUCT 6" TO 8" C.F. TRANSITION PER RIV. CO. STD'S 200 & 201 DE 11°54'01" 582.00' 120.88' 60.66' DN 93°53'57" 25.00' 40.97' 26.76' U U 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8" C.F.) / w m L-j m LAND MANAGEMENT, INC . CC��i-F' �� 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER 0 11°54'01" 600.00' 124.62' 62.53' 00 93°51'43" 25.00' 40.95' 26.74' / o o o PER DETAIL ON SHEET 1 '� / li �� f10 N ZL 31676 RAILROAD CANYON ROAD ° " ° `� G 11 54 01 618.00' 128.36 64.41 P 180 00 00 9.00 28.27 CANYON LAKE, CA 92587 , 25 CONSTRUCT TYPE D CURB PER RIV. CO. STD. 204 (6 C.F.) 0 O o+ o MEDIAN DETAIL + + (909) 246-1100 * FAX: (909) 246-1104 0 20 40 80 120 160 DH 16016'47" 104.00' 29.55' 14.88' DO SNYDER RCE 24068 DATE 1" =20' (VOTE: SEAL-COUNTY SEAL-ENGINEER c BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CSL ENGINEERING , INC . TRACT 29837 I P 020074 SHEET NO. SHALL NOT COMMENCE UNTIL AN Q�OFESS/ON9 TRANSPORTATION DEPARTMENT QROFESS/ON RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A �O A. o l p a . �� 11651 STERLING AVENUE, SUITE E COUNTY O F RIVERSIDE 1 2A GRADING PERMIT HAS BEEN ISSUED. �� Ty F � Pao S�� F RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD, A 1 „ �<v �� 2� APPROVED BY: �� c� 9y �� IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR - �-v', Y Z z y Z (909) 785-5122 * FAX (909) 785-5180 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. - 33950 �' w m STREET IMPROVEMENT PLAN IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL _._ * Exp. 6/30/06 J/7/O� No. 25917 1984 ELEV.= 1 425.301 FOR 1 ML s 8 03 REVISED PROFILE OF CLEAR LAKE LANE Z 7 s� �P 4ECLOTE; AN DATE �Exp. 12/31/05 * PREPARED BY: R.C.E. IN 0. 25917 _ COTTONWOOD COVE DRIVE & CLEAR LAKE LANE OF 2 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY DATE PR• DATE 9�- CIVIV � q CIVIV �Q' EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND F 0� �� SCALE: FOR: W.O. COUN i' REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTI, OF CA\.�F OF CA1-W /0�4 - � �-DATE: Z9'` - _ S0. CAL. LAND MANAGEMENT, INC. FILE NO. OW; 41 NDED DATA - ;,^; ^,;;^.,D SU'.IANNI H: 1 =40' V: 1 =4 L:\2Y83/\S I REE T\JHI 1 LA.dwg PROPOSED TOP OF CURB 50.00' vc 8' LEFT OF (67C.F., PI=40.73 28.86' 41.04' OT 86.05' OC 41.04' OT 29.55' 39.27' OC OC OC 9.4 �4 &/4 &/4 U SEE SHEET 12 FOR 120.86' OC 41.04' OT 30.92' C14 SEE SHEET 7 FOR w. v m w U ti m CONTINUATION OC v w 6 CURB RETURNS 0° M o o O of 0 m a � rn LO O O O U U M O W O W 00 06 M 000 Co� � 00O N � LO O00 r- coo 00 WM M N M N + O 0 O + M 00 O ^ U U M M co 0C-4 Co N 0 50� sr sr .� o + 0 cD t0 r- F- 144{3 LT- + 0.50� r WM. p � Oo r N �, �t U O �? O N O r m Cn ems- M -/�° M U m U M r� -�.6- Jr �� W M m M t- O r, CO 00 00 Op O Op - 1 44 V T U0o r% WM mM -0.50'Io _ OM M M M M Mm M m M 0.50% PROPOSED FI ISHED -0.50% -0.7290 TAN GRADE=-0.50% CROSS-GUTTER PROFILE SURFACE AT 50.00 VC 50.00' VC PI=40.69 43.01' OC PI=39.06 1435 LT- EXISTING GROUND ® q o �, �, �. �. a a - 1435 LT SEE SHEET 12 FOR 71.28 OC z m m W U m 4 4 4 4 U CONTINUATION - m 0 -�+ U U c> > Q X Q z 35.64 35.64 m �, _ o0 0o po � m w m O V) >J p, O O T �2 U W m 0 t� O t� Co rn W WW W N NO PO 0 ^ O O .O CA �t O Np M N L + O O - + ca + d 00 rn M 00 N M co CoN c0 0.50� - 144.Q - _ �, + o 0.50% M M ---�.- --- - _ M =0.50�' + , . .+ �+ . , _ _ _ _ 1440 r 06 00 -o0 a0 r- M- M �- () 00 00 M M M M M m M �0 5 50.00' VC - Y 26.54' OC TAN GRADE= 2.56% TAN GRADE=1.0090 PI=40.73 39.27' OC (` SEE SHEET 12 FOR 43.98' OC J U U U 9'4 9'4 9'4 9'4 �4 9'4 �4 �4 - (` 1435 `�- CONTINUATION 4 � N o � _ 1435'/ 6/4 '/4 &/4 J > > � rn SEE SHEET 7 FOR � �n m � W U m c.� N o � ao _ v M m 0 CURB RETURNS w ,°o' p o p m oUj vi w of m � It - O W o6 m W M m O O O O O 0- m M Co M m o606 W NM N 0�0U d F 00 U- OC N (D LOtf 00n CD * � N O � F- OD NO + + + M + � + r � m M H M O � U N M cD pi + 0 O m O O + n cO m M to r- 00 O + m + p + N + N p 0 r'_/o `r _0.50% �n ai M vi of m + o o 0 rn w rn 1440 RT- 0 1 . p Cc o � 0.50� _ _-.._ M M M M -0.50% .w M N a.5o� n � - 1440 RT U apo c6 oo M J M M r r� 0.65Jo °�. M M M M M M m "� TAN GRADE=0.50% TAN GRADE=0.50% CROSS-GUTTER PROFILE PROPOSED TOP OF CURB__ 18' RIGHT OF (67 C.F.) 1435 RT- - 1435 RT PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 10+00 0 11 +00 12+00 ANGLER 13+00 14+00 15+00 16+00 17+00 18+00 W AVENUE INT. 12+41.85 SALMON STREET 0° LO w 24 SEE SHEET 7 24 =STA. 10+00.00 ANGLER AVENUE m m w m ao 90 r- Do M 45' 45' ( m N 00 C6 + ± 33' 33' 1 ' � 0 + T 277 276 275 � + 266 M 274 ~` �� N 269 - 267 CONSTRUCTION NOTES 273 272 271 270 268 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6" C.F.) INT. 10+00.00 SALMON STREET -`" ao �+ 0� 2� CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD S 209 & 209A =STA. 27+43.22 COTTONWOOD COVE DRIVE _ - �* oo �n " " -1=36 29 m Ln w 10+43.00 BCR 14+43.00 ECR w oo �� 3� 2 A � J 265 CONSTRUCT ACCESS RAMP CASE A PER RIV. CO. STD. 403A • �, Ni n N � 11 - ri a CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) Q �-' 38.76TC J � U-. 1 3 10 J J p' �G 5�CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) 278 38.26FL 7 38,g�rC 4 . 50.00' 39_T2' �5. = 4. -APPLY ASPHALTIC EMULSION (FOG SEAL). C 5 6 8 4jFf F o 40AOjC 39.29FL CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 " H 3"J\ 13TC N o0 39.51TC A 3 .� p� 1 40.10TC N o0 7 40.37T 0 4E1a4T g SpF�- N 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 N01'19 0 W G 38.63FL 39.01 FL �, +00 39.60FL " 14+00 39.87FL 39.64FL " � ^� F � ^� � NO3'48 30 W M 3 7 5 6 G 24 CONSTRUCT 3 TRANSITION FROM ROLLED CURB TO 6 CURB & GUTTER 39.06TC I + 9.28TC �., 39.59TC `1�' �� °� 3 40.02TC - - 15+00 - ' " 16+00/6x 7 695 PER DETAIL ON SHEET 1 �„ ��ZFL 38.56FL 38.78FL "' 4 39.09FL 3 2 ��'F ��F�' ��'F�' 39.52FL 4 III(1 N T 5 6 4 7 40.37FC K L 40.12TC 7 39,78TC CROWN S 2�}� h ' N �.^ E �5 _ � - LINE P 39.62FL 39.28FL BC 2719 „� 7,4W 6�44 - 89 2 1 �O =36J5 1 1 w 4OZ4 _27.7 �r 1� �G Jw N 26+98.73 BC 9+57.00 ECR , A 9+57.00 BCR 5.28 oo�o]o ��, r V� , 263kQb_� G� Ly ! :� J o 24 00, J c» c» r` O 6ssl �� F. EC 297 298 305 M MNil 3 U - � . 4 44, .: 24 ,�6x k,56°' ^ °', ..- \ 4 �000� 309 280 � 22' 22' C 00 u w m U 18' 18' w W 24' cn + so6� 24 I U ' w m `0 24 'max � �� F �' °o CURVE DATA ��, �o �- o. COTTON 6 ANGLER DELTA RADIUS LENGTH TANGENT COVE WOOD o � AVENUE 0 �� 11 24 �' 3 O SEE SHEET RIVE o + + SEE SHEET 7 N �r 3 I 2 '� 310 G� �' 3 2 � A 90'00'00" 25.00' 39.27' 25.00' 214 © 16*16'47" 104.00' 29.55' 14.88' 1 k� . '� / 9'`� / © 119*23'32" 58.00' 120.86' 99.24' �G OD 86'53'34" 47.00' 71.28' 44.52' 215 86'53'34" 29.00' 43.98' 27.47' Underground Service Alert 17'02'02" 104.00' 30.92' 15.57' Py g�FORE� Y°Ga Call: TOLL FREE SA MON STR T0+"n o'�� 216 © 01*40'19" 982.00' 28.66' 14.33' 1 -8 Q Q y��O OH 02'29'10' 1000.00' 43.39' 21.70' 227-2600 ( PRIVATE STREET) 0 217 INT. 17+66.79 SALMON STREET DI 02'29'10" 1018.00' 44.17' 22.09' l� U rwo WORKING DAYS �� O =STA. 18+79.31 WHISPERWOOD WAY BEFORE You DIG O 04'00'56" 518.00' 36.30' 18.16' 218 EXISTING GAS LINES 0 04'24'19" 500.00' 38.44' 19.23' OWNER / DEVELOPER: (PROTECT IN PLACE) © 04'24'19" 482.00' 37.06' 18.54' SOUTHERN CALIFORNIA OM 15'54'01" 104.00' 28.86' 14.52' LAND MANAGEMENT, INC . SCALE: 1" = 40' ON 85.00'07" 58.00' 86.05' 53.15' 31676 RAILROAD CANYON ROAD OO 52'25'58' 47.00' 43.01' 23.14' CANYON LAKE, CA 92587 (909) 246-1100 * FAX: (909) 246-1104 0 20' 40' 80' 120' 160' P 52'25'58' 29.00' 26.54' 14.28' NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CSL ENGINEERING, INC . TRACT 29837 � P 020074 SHEET N0. SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE ENCROACHMENT PERMIT AND/OR A ��F,O A' 02y<<c• c��P'�� A' 3 < RIVERSIDE11651 E CAL FORNIARLING U92503TE E OF NEWPORT RD. & LINDENBERGER RD. A 1" 13 GRADING PERMIT HAS BEEN ISSUED. 4, �, APPROVED BY: �, y y (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m m STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 No. 25917 T 1984 ELEV.= 1425.301 FOR Exp. 6/30/06 Exp. 12/31/05 PR ARED BY: R.C.E. NO. 25917 OF 21 SHTS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * * * * SALMON STREET OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE Q KHA D A AN DATE %P ,. _ EXP. 12 31 05 SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS APPR. DATE 9TF�F CAUF��\ cj 1p .p 3 9�.oCIVI_ o��P �` �_ j M FOR: W,0. COUNTY 0 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY CA��F 1"a, 'DATE' H: 1"=40' V: 1"=4' SO. CAL. LAND MANAGEMENT INC. FILE N0. ECOMM NDED DATE RICHARD A. SCIANNI JN571/571 sip 13.DWG/10-29-02/S:40 39.27' oc PROPOSED- TOP OF CURB 9, 50.00' vc PROPOSED TOP OF CURB 0 4 4 �4 9' J PI=35.17 18' LEFT OF (6 C.F.) 18 LEFT OF (6!' C.F.) U > 07 > � � PORTION OF _m m m 50.00 VC to b ' p oo p m PI=31.06 LO o Oo` � °' rn o SEE SHEET 7 FOR o 'moo cD o N U r � U U U Ln �n + co + L6 + + co o '? o_ rn CURB RETURNS o: �> > M M 0M, M � M � M M �•8 + v) M a U U o w U W 1535 LT- _6 M ; + `° N ,� M a o _ W _ - 1535 LT MLO -- (�I N M ,^ M ~ p J N H to tf') �� O N N TAN GRADE- 0.5090 r7 v) N ,IZ- 0.5290 M CO � N M_N N_ + + M M V I _--► ' S .00' VC M -0.52% ri - + Co+ a+o �00 '�ao '� M 50_0o vc o PROPOSED FINISHED 0.52 M M M M w PI 34.81 PI 35.13 Ld LSURFACE AT _ - 1530 LT 1530 LT- U > z Q x Q o 0 > o CROSS-GUTTER PROFILE 18+27.48 to _j U) > 2 w m m fE C.B. N0. E2 31.12 TC �' � U- � °° o o a O o m � 50.00' vc PROPOSED %41SHED V o U-o U-o i o U oLO o(0 0 �� M `-) N o N PI=31.02 ' �-IS ` R� -: _ p 2 �� SURFACE AT kE + M+ O+ 000 CID F4 O+ 0 �� + d0-•+ + + c� O M 0= Z U > U U \Nv' 2 1535 _ CL m � ' � � -1535 0. 07 � M M pliM M M o p o O _1.88 . 57% M N rn ,�j m � � o0 0 0 of 0 CY) N N � -0.52 � cv + °�? a> M o �n C-4 CO LO LO Ln+ cpv 0.509' "� M 0 40.13' OC M ''� i -p_ 52q;` � M 00 Co .�°° ..-- 50.00 VC M �-- -' 0.50� 1530 �- (D°r4 9�4 9�4 9�4 J PI C35.17 ; + - 1530 M U o �`' EXISTING GROUND � v p 0 m m EXISTING GROUND ® � L=43.23' N ►_1 r- M o o po o 0 _ J L=42.43' /�� p, O Co M M O co co O N C 3 _ _ C, � "�`# '/ �4 M N N N d- + + E3) M -- - M m SOD N M `t + � + �� M _ __r- � + __ cD o 1535 - RT- 0 M M M M -- -0.88� + �; + to N �0 to OD t -1535 RT 0.50% �i M M 001_ to (5 M _ M -0.529� N + EA r p) M 00 O LO 0 cv M O �_ M M W M (0 M M Co M TAN GRADE=0.509� --�- 0.50% M M M M M M M M M M �q J 1530 RT- PROPOSED TOP OF CURB -- �TAGRADE=1.24% _ - 1530 RT 18' RIGHT- OF ,`� C.F. TAN GRADE- 1.28%(67 ) ~ PROFILE SCALES PROPOSED TOP OF CURB Q HORIz. 1 "=40' 18' RIGHT OF (6" C.F.) VERT. 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 MER18+00 19+00 20+00 21 +00 22+00 + � 24 sEEDRiVEAY INT. 17+85.05 BLUE WATER WAY ``' SHEET 7 =STA. 12+71.39 MERIT BAY DRIVE CA 76 2 ' CONSTRUCTION NOTES �) r� + 1 22' c��hQ 74 75 12�2g o J8' ^;z z'� vv CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO, STD. 200 (6" C.F.) 71 72 73 9g eCR 11 �o eCONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD S 209 & 209A 68 69 70 '� OQ ^ CONSTRUCT ACCESS RAMP CASE "A"PER RIV. CO. STD. 403A 67 n7 M ryn/ �Cyr�� cr `� L=50.04' �-- h aCONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) r L=42 06' `� - L=3 5' C2 ��x 5 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS 11) 66 a L=52.02_ _ M Q A o _ ' >> L=50.01' m L=52.00' 12+31 78 APPLY ASPHALTIC EMULSION (FOG SEAL) Qo -4810, - L=38,57 � L=50.08 L=52.03 _ - - 7 31.47TC s 8p ECR. �CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 _ - 31.93TC Cl 17+00 30.97FL 3 24 �`� 146 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 0, N 16+00 31.43FL �0' ,5G1 1 v 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER 65 -o �,Ag1j 33.56TC F 7 5 6 15+00 -1 31 93FL K 4 7 5 6 5�5� J �, 24, PER DETAIL ON SHEET 1 13+00 33.06FL 14+00 .�- 31.43 • I N T U 18�� 3p 63TC � �� Na.� 33.56TC G H 4 7 O0 N _ - - -PROPOSED l � �F� \ .80, /147 1 _ 64 �-�� d, �- 33.06FL _ L_50 02, L 25.71' L=27.23 STORM DRAIN �� 1 �60,2 N ,2¢TC 1-=50.01' 4 S C=50.06' L=50.02' L=52.00' 0 L=38.78'0 L 6 c ), m E C ! � �� V0 , s`3s1 4863 � � � 84 83 85 87 86 7 C� 5 88 " " 4 149 000� 7 7 �°� STORM DRAIN LINE SEE SHEET 19 h 7 1p \� A �F� 4 / m ^hx 79 , QJ� 5 "oo h \�, \ 2 24 �N`'p'�F�' / g� 89 SEE ROUGH GRADING PLANS ��6s\ 6 s W. / FOR BOAT LAUNCH CONSTRUCTION 18 24 ��• \ ' ��`� UWATRWAY 145 P 150 jx 90 ass v o PRIVATE STREET ? Q � 17 �� 3 X R B �s CURVE DATA sue. �`�� `�\ s \ � \ .: 000� 000� 144 0 DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT 16 `L O 90'00'00" 25.00' 39.27' 25.00' OK 35'36'48" 307.00' 190.82' 98.61' GON Z� 1 91'58'09" 25.00' 40.13' 25.87' © 84-29#41" 25.00' 36.87' 22.71' INT. 10+00.00 BLUE WATER WAY .�� © 31'14'49 31B.00' 190.08' 97.97' O 82'04'55" 25.00' 35.82' 21.76' =STA. 12+24.53 LAKESHORE 'LANE \ • � 34*14'49" 300.00' 179.32' 92.43' ON 06'30'22" 343.00" 38.95' 19.50' 15 Underground Service Alert OE 34*14'49" 282.00' 168.56' 86.88' © 32-08'10" 468.00' 262.49' 134.80' �"`P OWNER / DEVELOPER: OEFORE ),0 O 07*11'34" 2482.00' 311.58' 156.00' ® 32-08'10" 450.00' 252.40 129.61' o o Call: TOLL FREE , SOUTHERN CALIFORNIA P � -800 © 07'11 34 2500.00 313.84 157.13 ® 32'0810 432.00 242.30 124.43 LAND MANAGEMENT, INC. SCALE: 1 = 40 a 227-2600 O 07.11'34" 2518.00' 316.10' 158.26' S 04'54'21" 307.00' 26.29' 13.15' 31676 RAILROAD CANYON ROAD TWO WORKING DAYS 0 15'41'02" 343.00' 93.89' 47.24' T 99'03'57" 25.00' 43.23' 29.31' CANYON LAKE, CA 92587 0 20' 40' 80' 120' 160' BEFORE YOU DIG (909) 246-1100 * FAX: (909) 246-1104 O 3536'48" 325.00' 202.01' 104.39' U 97'14'24" 25.00' 42.43' 28.38' WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 SHEET NO. SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/p�, RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A �O p,. o q� �p a A. s q� 1 1651 STERLING AVENUE, SUITE E " COUNTY O F RIVERSIDE F.10 rti F Q� ci F RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 14 GRADING PERMIT HAS BEEN ISSUED. CO rP� �v2 APPROVED BY: �� 9yti G (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Y m c� °C ' m STREET IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 No. 25917 1984 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL AL A ` , T y Exp. 6/30/06 * K L A. AN , �Exp. 12/31/05 * P PARED BY: R.C.E. N0. 25917 BLUE WATER WAY OF 21 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIVIL �Q DATE J P / _ EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND K BY DA PR. DATE q1F 0�� _10 ,p q , CIVI\ �� // �' ? SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY pF CA1-�F Of CAL�F� y1eGG VLF-C " �'� DATE: 9- ¢ �� H: 1"=40' V: 1"=4' COMMENDED DATE RICHARD A. SCIANNI - SO. CAL. LAND MANAGEMENT, INC. FILE NO. 231,,,.rT . JN571/571 SIP14.DWG/4-10-03/S:40 PROPOSED TOP OF CURB PROPOSED TOP OF CURB 18' LEFT OF (6" C. F.) 18' LEFT OF (6" C. F.) 39.27' OC 50.00' VC 50.00' VC PI=32.74 PI C33.74 U PORTION OF c� 9'4 9'4 9'4 U j m o> w a P�=3�.06C �- N J > p > O m O N v O O wo Sri o ,� Ki U SEE SHEET 7 FOR U v U 0° o O O °° ca 00 rr' + `n a 0 CD CURB RETURNS 0 CD>o w U W 1535 LT- O "'_ 00 o � m N + � ; r7 � M r- wM mom a w - 1535 LT- OU + � Mpp M j p p O M ± N + t�j ►+j 0.50% M Ki I� M O M �_ M M .- M N M r- � U O N �jo O OD I M M M ao OR °? + °? 1.10% M -0.52% N + °' r- N ,,� to � N N In M p ~ O J N 1-LO In 0 to Gn N N 0.50%o _�___�- �.�� M -0.5290 ± M + (O + ± M± M M o r7 M M M PROPOSED FINISHED "' M w M i� O p + . + .DO 00 r- SURFACE AT � --� _G� m M � M� M �_ W 0.50% W 1530 LT- 50.00' VC 50.00' VC PI=32.70 PI=33.70 CROSS-GUTTER PROFILE 18+27.48 - 1530 LT a � a U U U 31C12 C. E2 m 0 w a 50.00' VC PROPOSED FINISHED z x Q m W °° o O po M PI=31.02 'i5 PIPE SURFACE AT U N J N O O O In M N U H U 2A 2A C� L� L� Li O p 00 p r ) `� to Z U > U V \Nv _ _ m w - 1535 1-535 0NONpJON � � 6LO Lid s NM MM M nM N > O L� O L�p U_ + M + O M + g N� cN4 C14D O M � N ± N' ri 0.50% � M rri OA O O O O `- � a- Qn M M M 'f r`) c�j If) p 0 0 0 pj O cj, 0.5290 �i + 00 coo ,,�o ►n o o o °' M ,.� L(� �o �-o �o M - o � NGO LOLO + N � 0.50% • 9% M � Mr- M� MM -0.52% r`L�0_L aoI ao � � M M �-► M r- M _�•88� EXISTING GROUND ® C p% 1530 - 50.00' VC + - 1530 �. _j 40.13 OC_ U PI=33.74 U v EXISTING GROUND O_ L=43.23 (� c(o'/4 % 4/444 � m O w a J L=42.43' N M0 C3 m 00 O M � � U W O tij O - tD _ �} O L� _ - ~ ' ¢ O - aO _ M T m4 9'4 �4 �4 9'4 o Q cr • 1535 RT- N � - N � - C Nro ro + ° � t MM 00L wo ~ M r' O + � + M MM M N . 0 cn - 1535 RT + N N M M .� M M O cV NON 0.75% � M M - M LO M ~ '� v ,�.14 LO U N M �--- '� 0.52% N + . rn _ M M M N �_� N (n + 00 O , LO O N 1 j p rN to Ld M M M M M Ipo rpo n M � 00 M tr) Z ro 1 530 RT- TAN GRADE=1.24% _ - 1530 RT PROPOSED TOP OF CURB TAN GRADE=-1.28% U 18' RIGHT OF 6" C. F. 0 ~ PROPOSED TOP OF CURB Q PROFILE SCALES 18' RIGHT OF � (6" C. F.HORIZ. 1 =40' ) VERT. 1"=4' 10+00 11 +00 12+ 00 13+00 14+00 15+00 16+ 00 17+00 MER 8+00 19+00 20+00 21 +00 22+00 T + �' 24 SEEDR�VEAY INT. 17+85.05 BLUE WATER WAY S41- HEt-�- 7 =STA. 12+71.39 MERIT BAY DRIVE N 76 + 2 2 , o CONSTRUCTION NOTES 1 4 75 12f `� X 18 4 �� v� 1 -CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. 200 (6" C.F.) 71 72 73 2g•99 8C 11 o `�. ? Q O CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A 6 8 6 9 7° II R o �Q 3�CONSTRUCT ACCESS RAMP CASE "A"PER RIV. CO. STD. 403A 6 7 �, _. o `O �' `�� / ham' �-CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) �° L=50.04' L- 4 L x L=42 06' M w 7 Q Q, 5�CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) 66 L=52.02 U �I L=52.00' 12� O APPLY ASPHALTIC EMULSION (FOG SEAL) x 50.01' 31 80 7O-CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 L=38.57' � L=50.08' L=52.03" 31.47TC EAR, _ _31.4 TC 17+00 7 30 97FL 3 q,�O 24 ^`O 146 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 ° 31.43FL o `; 6 5 N 16+00 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER c 5. q8�° 33.56TC E 7 15+00 � -I 31.93TC K 4 7 5 6 ��'1�� V �0�� 2 PER DETAIL ON SHEET 1 G � 33.06FL 14+00 5 6 N ° T U 180� `'{3 13+00 I_ -{- 31.43FL �� %�` �' 33.06FL 33.56TG H 4 7 N L=27.23 0�2p OTC o63�C N 3� 6 4 �- Q. ' L-25.71 PROPOSED 6pF 147 6 L=.,0.02 STORM DRAIN 4 S �0)gTc k L=50.01 7 ' ii L=38.78' L=50.06' L=50.02' L=52.00' 0 0 C L_666 3p j 4TC 191, S`�S NIL E w rn ,�� 3j 4 (--1 S�F� 0 v' ��1`F D °.�° W 81 80 m 11 4 eJ� 148 63 �G� �� 1�G 83 82 , = ��0 -10 86 85 84 �N 00 6 ,, F�, � � 8 7 � 4::0 88 � 4 r' `sue 7 STORM DRAIN LINE "E' ' Q Mh , 7 SEE SHEET 19 �y �E X 7 �oX 149 5`°'�o,F� 4 0 7 9 V A �� Q 9 m l\\ 6 2 24 5`L �OF �,� SEE ROUGH GRADING PLANS �s 18 � 24 FOR BOAT LAUNCH CONSTRUCTIONBLU WAT 6� R WAY 145 ps� 150 10 �v 90 ( PRIVATE STREET ) 4 s� 17 3 �� R� B s� CURVE DATA 0 DELTA RADIUS LENGTH TANGENT O DELTA RADIUS LENGTH TANGENT 144 �' Xo N Vk 16 rk� 0`L , O 90°00'00" 25.00' 39.27' 25.00' OK 35°36'48" 307.00' 190.82' 98.61' /T00� 2 N `� Q� © 91°58'09" 25.00' 40.13' 25.87' © 84°29'41" 25.00' 36.87' 22.71' �j�PG�� 1 � O � � J INT. 0+00.00 BLUE WATER WAY �g ! ° ° �F. �� FOR ZL DATED 10/27/03 & ONWARD ONLY =STA. 12+24.53 LAKESHORE LANE �� V © 31 14'49" 318.00 190.08 97.97; OM 82 04'55 25.00 35.82 21.76 P��Ci� OD 34014 49" 300.00' 179.32' 92.43 ON 06°30 22 343.00 38.95 19.50' •�CJ`` H U N SAKE R & ASSOCIATES OE 34°14'49" 282.00' 168.56' 86.88' © 32'08'10" 468.00' 262.49' 134.80' Underground Service Alert PLANNING ENGINEERING SURVEYING Three Hu hes • Irvine, CA 92618 PH:(949)583-1010 - FX:(949)583-0759 OWNER / DEVELOPER: OR O 07011'34" 2482.00' 311.58' 156.00' ® 32°08" 0" 450.00' 252.40 129.61' g SOUTHERN CALIFORNIA ,. caul TOLL FREEO O 07 11 34" 2500.00' 313.84' 157.13 08'10" 432.00' 242.30' 124.43' ' R 32 LAND MANAGEMENT INC . SCALE: 1 a 40' 'Z27-2600 O 07°11'34" 2518.00' 316.10' 158.26' OS 04°54'21 307.00' 26.29' 13.15' Gam/ y 1 d � 31676 RAILROAD CANYON ROAD TWO WORKING DAYS OI 15°41'02" 343.00' 93.89' 47.24' OT 99°03'57" 25.00' 43.23' 29.31' UG SNY R RICE 24068 DATE CANYON LAKE, CA 92587 n 20' 40' 80' 120' 160' BEFORE YOU DIG (909) 246-1100 * FAX: (909) 246-1104 O 35036'48" 325.00' 202.01' 104.39' OU 97°14'24" 25.00' 42.43' 28.38' NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CSL ENGINEERING , INC . TRACT 29837 I P 020074 SHEET NO. SHALL NOT COMMENCE UNTIL AN Q�OFESS/off TRANSPORTATION DEPARTMENT QROFESS/ON RIV. CO. B.M. M-14-63 IN THE TEE INTERSFCTION COUNTY O F RIVERSIDE ENCROACHMENT PERMIT AND/OP A FO A. o �l O A. q 11651 STERLING AVENUE, SUITE E GRADING PERMIT HAS BEEN ISSUED. _ F.� �y F � P`�� Sci�F RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A i" „ „ 14A �v � � APPROVED BY: c� � y 2 c� v c' (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL NON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w CD " Y m > z STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 2 / 36/ 0 * 2 1-7 0 * Exp�12/31/05 * p 259 1984 ELEV.- 1425.301 FOR 21 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE Al ML 10 27 03 REVISED PROFILE OF BLUE WATER WAY O� i1� D MAN PREPARED BY: R.C.E. N0. 7 OF SHTS MARK BY DATE A R• DATE 9T CIVI�_ ��P DATE J'J CIV1L �P EXP. 12 31 05 BLUE WATER WAY REVIRESPSING PLANS DE�RRAPPROVAMINING NBY CHE COON EPTABLE SOLUTION A.ND REVISIONS FOF CA1\F�`� 9lF CA1�F°�� ,� Z SCALE: FOR: VV.O. COUNTY TY RLECOMMENDED DATE �� RICHARD A. SCIANNI TE. /� 9-0¢ SO. CAL. LAND MANAGEMENT, INC. FILL N0. ENGiNEER COUNTY r H: 1"=40' V: 1"=4' 4131 •\ ?g837\gTREFT\SHT14A.dwg PROPOSED TOP OF CURB 33' LEFT OF C.F.) 40.01' OC TRANS. FROM PROPOSED TOP OF CURB � 39.27' OC � °�' 9'4 9'4 �4 w8 CIFTO 6 CIF50.0040.00 VC c� w U VC 18' LEFT OF (67C.F.) M '/4&/4 &/4 4/4 _ U v LO 00 Pi=32.94 N J P1=32.07� �n U U `° Jn> 50.00 VC 4 OT 90.10 C SEE SHEET16 OR '9.5 cD 4 . C ,h 2 w PI=30.92 CONTINUATION vN >m U (5 L0) N no U > O > LOnj O U N O _ m W T �j - n H O O ►'`� U 1435 LT W to o 0 w m - 1435 LT 1435 LT- "'_ o -1435 LT O + 00 + 00 + 00 00 PO O O O ro Q 00 cV N N N 00 U N to + p O O 0.rJ0%, 00 U N �i + M n N m M N 0.50% N M N ►') N M - CV ONO 6 �j (0 m 00 W t7 M O N - + N + + N rN N U 0.76% N N 0.56- 9_► r� ;� - UPON + � + °m' + quip � N `r wM O.6%� --` � M 0.50% 0.5690 N M M m Lo o Lo N M U m r i -�-- TAN. GRADE=-0.50% W N � N N M W M 11+39.00 TAN. GRADE=0.50% W a�q % TAN. GRADE=0.50% 1430 LT- 50.00' VC _ 25+58.00 _ - 1430 LT 1430 LT- C.B.i4NTCB' - 1430 LT 78 2, PROPOSED FI (SHED P1=C32.90 PROPOSED F� SSHED 3098 �0. F2 46.30' RVC Z 40.00' VC P�E T > SURFACE AT 50.00 VC 46.30' OC SEE SHEET 16 FOR m PI=32.18 U b SURFACE Al V > > PI=30.88 --- c� c� > o z m w E > CONTINUATION O > o ,,> > o 0o po U ZA 9g 2�„ p\P U 9'4 9'4 v o po m w 1435 0- 00 0 '0- _ W \N�' - 1435 1435 �- N _N M � - 143-5 ca + + °p co o O � r- w - BARRICADE o+ , + o N r7 Cv �i Co o -� M O O O 00 (r m ►7 O � �`� M N '0 N + L Oo .4 t° � 0.769 + 0. 04 50q N ►`� N 07 -0 M + M N ro N c0U 't a0 O 00 + CV+ �`) + U _�.2 O M ± ►V) ± M �-- �i w M_ 0.50% 090 + o +> o o C-4nNr-ca -0-5-6y N r i ,i �n ,= Lo0 6 Lo> � N r�cN +�N r� r- � DESIGN PROFILE SHOWN N M NM M NW rM W. (j` 50 Off' �TTAN GRADE=1.51 N 39.27 OC + SEE BELOW FOR MEDIAN 0.07% ON TC 1430 `�- '� 50.00' VC EXISTING GROUND ® � � - 1430 1430 �- &/4&/4 &/4 9'4 DESIGN 40.00' VC 0.50% ON FL - 1430 PI=32.94 2857 OC SEE SHEET 16 FOR M PI=32.07 40.01 OC TRANS. FROM Cq U a._ CONTINUATION cS -� 8" CF TO 6" CIF > r_._ 50.00 VC 9' 9' 9'4 9'4 _ LO m J J o 4 __ PI=30.92 �. ... U - wo O U > o - ,r3 :.. . m_ w N w tra. Q OO o po W > >o > m o '`� �,� po m w EXISTING GROUND 1435 RT �' - N o N p w M 1435 RT 1435 -RT- Nr'i - 1435 RT O 00 + 00 .� 00 00 M p 0 O r, U m M n cV N cV N ~ LO + t+} N O p O 0) O r7 N + N M � L � O wM �0.50% N r� N.r'a N r� -O_56 ,� ao ao �n cfl ►� cfl 0 ao °0 N + d' Ln `O °pU M '' -0.76� ± N + � + p N + r7 N O -� M N N 0.07! U N + o + rn + o M M PO r� TAN. GRADE=-0.50% M w ro _ I -�- -O- 5-�.� N M raj N � N 16 N r`) r7 r-I° N M _ _I TAN GRADE=0.50% 0.50� 1430 RT- 2 _ 25+66.00 __ - 1430 RT 1430 RT- Low LINE PROFILE - 1430 RT 30 99 T 4. F1 �� „ P\P PROPOSED TOP OF CURB PROFILE SCALES PROPOSED TOP OF CURE 171v�J. 2� 18' RIGHT OF (67 C.F. 33' RIGHT OF (8" C.F.) �_ 11+41.00/N� 2 HORIZ. 1 "=40' �C.B. NO. B2 ?4- p'99 VE R T. 1 "=4' 32.15 TC 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 10+00 11 +00 12+00 � � N -- Z + LAKESHORE L, T°° m W OLD NEWPORT -, LANE N O � ROAD v O m � v SEE SHEET s 105 INT. 26+84.97 NORTHSHORE STREET SEE SHEET 3 �m �` '� �`' 44' I V w � & = STA. 10+00.00 BAY VIEW WAY , , CV O + z = I 22' 22' 0 r 24 24 315 22 1 f�� Q C6 ^� + 18' 18, , 160 : .. o+ 1 N 5' PUE w 5 PUE I- IV N + + �' Cr � O I w o0 151 152 158 � o w 159 �I G M J 100+28.35 ECR L 153 154 155 156 157 0 �' - 21+59.95 BCR o �10 _ 4.Z2 231 SECONDARY DRAINAGE "'- ,4�i \ ESCAPE-ROUTE I I 3 11 01117.46 1 g 4 + d' 24' �, SECONDARY DRAINAGE =56.0�_ - 1 =24.39' 3 `" 3 ESCAPE ROUTE l `I 2:1 o ,54.00' 31.85' 7 `�p9`�jC' 1 E \L" ,q L-56.00' L=56.00' m L=56.00' L=56.00' L=35.86' 18.13' �'' - ,�, o bo 32.72TC� °N° '32.05FL'2 "' 50FL 16 31 2 N �j 32.50TC - - - - - - - D ,I��TC ' l � ;� T = 32.00FL 1.06TC 7 �� CROWN LI 31.88TC O�� z 5 25 I (RECREATION LOT) 7 Q 0) 32.50TC 22+00 A j Na 31.35TC 7 � ►'� " �0.56FL 26+00 '` +0 N00'31'16"E F- 7 30.85FL 25+00 _ Ng6'34 57 E - 31.38FL 2 (��` ,y E L I A _ v 1 ( 32.00FL 7 B 23+00 00 - 24+00 4 _ - -P 5 30.92FL ��'. LT-1 �G `1 AIL rn h Lu 5 6 C �, P 7 5 6 31.35TC N - 7 G 7 \ B ., La! 1=3 , _ r.� 4 30.85FL - �� R/w _ z 17 L-5 _ 06' �' "� 18 50FL 1 INT. 11+96.00 PLEASANT VIEW LANE 2.48' L=52.49' =STA. 22+19.24 LAKESHORE LANE <y 32 72TC J L=52.48' - - - - � 53.00 97.10+25.23 EC 11 � ��`9�\ 32.10TC �� 32.05FL '"� I _ �"_� L=52.48' L=52.48' L-52.49' L-27.42' 25.30' "' 1 \ ��' 31.60FL v,ti D " " 3 o STORM DRAIN LINE "B" O m STORM DRAIN LINE A o N 4 SEE R.C.F.C.D. DWG. NO. 4-800 SECONDARY DRAINAGE O SHEET 4 n' ESCAPE ROUTE �j�'s] P► SHEER. F.C.D. DWG. N0. 4-800'I T 2 101+44. 1R7.47 -, I 16 35 BC p� , f 14 142 + + 1 314 N �� 1 I 22+78.52 ECR m 141 140 139 138 137 136 135 o w � o N w cD CAI , 24 PROPOSED �� INT. 10+00.00 PLEASANT VIEW LANE �' 114 + JCN ' 44 I STORM DRAIN �P. -� I LINE "F" � �� =STA. 100+86.35 OLD NEWPORT ROAD 2 � + w � T 22� 22' SEE SHEET 20 o o m ,"'� 5' PUE 18 18' ��D m w m w LD NEWPORT �� o II s' PUE " ROAD _= LAKESHORE O O O O ± Z ^ = o� CD o - SEE SHEET 3 a Co, LANE CURVE DATA n • C" + + ± + �,3 SEE SHEET 9 CT T p 0 0 O DELTA RADIUS LENGTH TANGENT Underground Service Alert � 33.00TC 32.97TC 32.65TC 32.56TC BEFORE ,.o NORTHSHOR STR TG 32.50FS 32.47FS 32.15FS 32.06FS GPy o oc Call: TOLL FREE A 12'12'22" 1732.00' 368.98' 185.19' 1 -800 CONSTRUCTION NOTES 25 PL ASANT © 12'12'22" 1750.00' 372.81' 187.12' N 2 2 7-2 6 00 (PRIVATE STREET 3 1 CONSTRUCT TYPE "A-6" CURB &"GUTTER PER RIV. CO. STD. NO. 200 (6" C.F.) �G �G © 12'12'22" 1768.00' 376.65' 189.04' 3 CONSTRUCT ACCESS RAMP CASE A PER RIV. CO. STD. 403A TWO WORKING DAYS CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) S�' 1h `�s ��. �O `��' s� OD 16'16'47" 104.00' 29.55' 14.88' BEFORE You DIG a-CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) 33.00TC 32.97TC 5� 32.65TC 32.56TC S�S� 66 -APPLY ASPHALTIC EMULSION (FOG SEAL) 32.50FS 32.47FS 32.15FS 25 32.06FS OE 89'00'24" 58.00' 90.10' 57.00' -CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 ,� m ,� m OF 56'26'50" 47.00' 46.30' 25.23' OWNER / DEVELOPER: `" 10 INSTALL BARRICADE PER RIV. CO. STD. 810 C3 o 0 0 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 C) o o (PRIVATE STREET) © 56'26'50" 29.00' 28.57' 15.57' SOUTHERN CALIFORNIA SCALE: 1 = 40 16 CONSTRUCT 6" TO 8" CURB AND GUTTER TRANSITION PER RIV. CO. STD'S 200 & 201 _ OH 90*00,00" 25.00' 39.27' 25.00' LAND MANAGEMENT, INC . 18 CONSTRUCT TYPE "A-8" CURB & GUTTER PER RIV. CO. STD. 201 (8" C.F.) + + + 31676 RAILROAD CANYON ROAD 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER EET 1 MEDIAN DETAIL OI 91'41'54" 25.00' 40.01' 25.75' CANYON LAKE, CA 92587 0 20' 40' 80' 120' 160' 25 CONSTRUCPER IT TYPL ON ED" CURB PER RIV. CO. STD. 204 (6" C.F.) 1" =20' O 180-00'00" 9.00' 28.27' (909) 246-1100 * FAX: (909) 246-1104 WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY SEAL-ENGINEER BENCHMARK: TRACT 29837 I P 020074 SHEET NO. COUNTY OF RIVERSIDE CSL ENGINEERING, INC . SHALL NOT COMMENCE UNTIL AN QRpFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE ENCROACHMENT PERMIT AND/OR A �`��,o A' cry l� ��P�ID A. Scq�F RIVERISIDEERCAL CALIFOLING RNIA E OF NEWPORT RD. & LINDENBERGER RD. A 1" » „ S GRADING PERMIT HAS BEEN ISSUED. rP� �y� APPROVED BY: Cj 9y2� (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �' Y m00, m STREET IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 �� No. 25917 1984 ELEV.= 1425.301 FOR Exp. 6/30/06 /d Exp. 12/31/05 p PARED BY: R.C.E. NO. 25917 NORTHSHORE STREET & PLEASANT VIEW LANE of 21 SHTS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * yt OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `r� CIVI\. �Q K D A. N DATE LP CIVIC �P EXP. 12 31 05 MARK BY DATE APPR. DATE qT qT - / SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND F p� '/4 '03 F p� ' C -y�.�� g- " FOR: W.O. COUNTY 9 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF CAI\F OF CALF --�" `° €: 'DATE: H: 1 =40' V: 1"=4' SO. CAL. LAND MANAGEMENT, INC. FILE NO. -� ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI JN571/571 sip15.DWG/04-1 1 -03/S:40 PROPOSED TOP OF CURB � (67 C.F. _ Pi_ss'•1C 3s.so' oc 18' LEFT OF ) PROPOSED TOP OF CURB - t4�4 �4 &/4 18' LEFT OF q (6" C.F.) m 0 o OR O 9.55 41.04 OT 90.10 OC 41.04 OT 29.55 50.00' VC m = w `� M OC OC PI=32.58 50.00' VC m o _ v c� U 50.00 VC PI=31.92 7 rn rn o N cV U > U PI=31.02 U U (bO + ` - + ^ Mto � (to) K-4) w m w U U U U U O w + N M � � 0+0to to u � mM N m U > U m N � M r M M M M 1435 LT- _ N m m a O _ 1435 LT CY) 04 p� M TAN GRADE=0.50% O + N � C14 PO mPO US r � M Nr M O p 0 0)O Or N � 2,00/0 cD Cm.� C� M 0000 7 O N N + N ± N ± N + N O N 00 N r- r• O 0 + �..� - o - a O r U N r ,� ,,) r M r M r M N N N C p� 00 + 00 N N M + n + N cfl M TAN GRADE-2.40%' TAN GRADE=-1.39% N ,..� m M r M -0.52% r _ M 0.50% w v~i m r i U -�-'_ --_� to -0.5290 N + ►i pr,6p_9� r."� 50.00' C a a �_ 0.62� -�i M r7 ,� ,•� M PI=35.66 -� � W M m M �- �°fo 1430 LT°% o.54q PROPOSED FI ISH D _ 14+52.86 _ U U U� U Q OX Q Z - 1430 LT > W >_ > tN wui 50.00 VC %, �C.B. NO. G2 m ,,� � SEE SHEET 15 FOR 46.30' RVC PI=32m. .54 SURFACE AT �> 31.09 TC 50.00' VC .- 0 N ,O �.,� w,n CONTINUATION cP �0 50.00 VC P1=3`I.88 0' LO,� 'n w`n w� 4 U 46^.'30 OC, > ; U U �' LO %off o PI=3D.98 U O j EXISTING GROUND ® � + m ^ LO r+ + r� + 00+ cD+ 00 + m U �49'4U�2W m wIx U > w hifj •- MrM00 � Op 4pp4pp412to m m > M (ND 0 O 0 m m > > � m © LO M r M r Mr Mr M 1435 W N N �, W O - __�4 - 1435 In r to D) r M O r O O O Inco M o (6 00 ai �j NomO + NN + �� + `t + `t N N ^ PM O O 0 � _ Q1� N �`� M C0 d- M m O CD (� + O N Chi r N r N r N N + N In Q ui 1N7 00 P + .ro � _ (0 N V- PO0.50% cv > .0 N + o � � r M 50.00' VC(0 ro PO 38.57` .DO + N� M + � O �- rMM M rM rM M NN + � N LO 0.607' � r rM N MN M N M 0.62'Io r M -Q.J�' r r M r M��__.___ ---� pry � M �� j � M PI=35.70 9' 44 9' �4 __ (j` PROPOSED A ISHED r- (` 1430 `� TAN GRADE=1.51 w = U o' r_ 1 430 ">L SEE SHEET 15 FOR 28.57' OC 50.00 VC EXISTING GROUND ® � SURFACE AT m PI=32.58 V- co M M CONTINUATION 50.00 VC 9' 4 9'4 50.00 VC PI=31.92 r r r � r^ M U U i rn m c� > c� PI=31.02 U (0 O + �+ �� . ,N r- r, 00 0 ~� O� W O m w m U U U > O W r- 4fj M M ro 00 ui m to O U . M M M 04 O O O 0_ > O > m O NCB r M r M r M M M M W M 435 RT- _ N 0 0 N M 2 -1.0 _ - 1435 RT • O � M o 1 co rN rn + N N N � n r- M N N KOj• 00 00 0 N ul 00 + 2.00 TAN GRADE=-0.50% - LO cP � 14 0 M M ± M ± M ± M N N N 00 + 1p 04 00 o0 N � 0) n n N M m + c+D N CD C*4 M -_ U r r M Mr M M r M -Q�rjZ�_ M N r O M Lo �r% In M r M eM- -0 52�. M + r m M M O� r , M r M r M M 1430 RT- PROPOSED TOP OF CURB _ _ 14+52.86 - 1430 RT 3 C.B.TNO. G1 PROPOSED TOP OF CURB 18 RIGHT OF (6" C.F.) 18 RIGHT OF (6" C.F. PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 11 nTT y + W I N II 4- Colo, � _ W N W 100 N ;U + __ 243 244 00 + o 242 rn to 241 245 �` 240 r 5106' L=49.01' L=48.06' 236 _ _ - - - - _ L' INT. 10+00.00 BAY VIEW WAY 237 0 �� ,3400' - \4806 Jc�, =STA. 26+84.97 NORTHSHORE STREET 238 239 cp 234 235 K 16+00 5 6 7 h 247 " F 232 233 G ?'4% 3�52� - +0p \�8,� 2g ^max / 22.�� 9 231 - - o2F cn L=52.29' _ L_52.03 � '_ L M 7 E=27.35' L=27.67 L=25.18 L=52.28 2ZC i - 3 g N �o M 24.66 - - �, N �15kp0 `�OAF 3�06' 3 CR 30.22, N L- 49.9� - _ -64 41 L_73 9 315 - � - 32•21TC E 13+00 31.68TC 5 6 L 3SO C �B,� S. /�9, N 31.71FL 31.18FL H 7 14+00 N 33 59 z, 0¢ 0 0 ti TC N 12+00 - Co �L; 8 A �� 3188FL 32.10TC 32.5 50' VC TC G SS _ 34.74 253 F 31.68TC I 7 4 i `%21'23 J� � SS?� 24 FL � ,, x 3 '.6 F D 11+00 31. N 51.71 FL 31.18FL 60 > �C � V B 7 :67•45 126 125 ¢ �F 24 � 34.65 / LINE __ CROWN „W 6 N - - _ _ o '� ° � FL � INT. 18+74.55 BAY VIEW WAY �` 6 58 4 5 - - -�- - - L-54.03' -o o' 369 3 �' =STA. 28+67.52 LAKESHORE LANE 31.89TC 1 �� - - , 11 L=54.20 L=32.74 L=22.12 L=54.36' m 1 28 127 124 ?8x?5 11 34.56 FC P 31.39FL 42.68 160 5 6 - ' C - - - 55.00 v'_ '� FL 252 w CR 2 0 7 - - � N 129 ,. 97.33 r,, 16' PRIVATE V CURVE DATA ? �, � 13 131 130 DRAINAGE o / 2 �'-+ EASEMENT �� DELTA RADIUS LENGTH TANGENT 133 y 123 , / / 0 B ^� h/M^'o 6,c P x o , � 1 9 � �h �, 11 Sg� -+ �134 + PROPOSED ,mow / �• a OA 16'16 47 104.00 29.55 14.88 q 4 0 4 BO 314X� Ii �z o LINE "G�DRAIN ESCAPE �¢• / 251 © 89'00'24" 58.00' 90.10' 57.00' SECONDARY DRAINAGE + '` SEE SHEET 21 4,. . ??• J ►► oho o N do ? 18• 2?, © 56'26'50" 29.00' 28.57' 15.57' AV 6 �, 24 �,\x � �8' / OD 16'16'47" 104.00' 29.55' 14.88' SF STHS S �Fsy OE 11'46'45"' 518.00' 106.49' 53.43' Under round Service Alert E SyRFFy�R FF Sq�FORF 250 OF 11'46'45"' 500.00' 102.79' 51.58' g FAT F tiE BEFORE you , "' , , , P� a Call: TOLL FREE 7S 9 © 11'46 45 482.00 99.09 49.72 1 -800 CONSTRUCTION NOTES O 24'03'27" 482.00' 202.38' 102.71' 227-2600 &CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 (6" C.F.) 01 24'03'27" 500.00' 209.94' 106.54' CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A TWO WORKING DAYS 33 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A 0 24'03'27" 518.00' 217.50' 110.38' BEFORE YOU DIG BAY VI W WAY 4('-CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. (SEE TYPICAL SECTIONS) 55 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) OK 48'55'32" 318.00' 271.54' 144.67' -APPLY ASPHALTIC EMULSION (FOG SEAL) L 48'55'32" 300.00' 256.17' 136.48' OWNER / DEVELOPER: ( PRIVATE STREET) 77 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 O SOUTHERN CALIFORNIA 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 OM 48'55'32" 282.00' 240.80' 128.29' SCALE: �" = 40' 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER LAND MANAGEMENT, INC. PER DETAIL ON SHEET 1 ON 89'09'21" 25.00' 38.90' 24.63' 31676 RAILROAD CANYON ROAD DO 88*24'11" 25.00' 38.57' 24.31' CANYON LAKE, CA 92587 0 20' 40' 80' 120' 160' (909) 246-1 100 * FAX: (909) 246-1104 P 56'26'50" 47.00' 46.30' 25.23' (VOTE: SEAL-COUNTY SEAL-ENGINEERENCHMARK: TRACT 29837 I P 020074 SHEET NO. WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CSL ENGINEERING, INC .INC . SHALL NOT COMMENCE UNTIL AN QROFESS/p,� TRANSPORTATION DEPARTMENT QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION : COUNTY 0 F RIVERSIDE ENCROACHMENT PERMIT AND/OR A �O A. 0�, 9� �. �) A. S K 11651 STERLING AVENUE, SUITE E OF NEWPORT RD. & LINDENBERGER RD. A 1" 6 GRADING PERMIT HAS BEEN ISSUED. - �4� �� 'y Fy APPROVED BY: ��P �iy Fy RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR W Y m m STREET ' IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 � q��// No. 25917 � 1984 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * ! 0 * Exp. 12/31/05 OF 21 SHTS * PR PARED BY: R.C.E. N0. 25917 BAY VIEW WAY OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE JI'd Q K A. AN DATE J' CIVi�- f ,., EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DA E REVISIONS AP R. DATETFpF CA�EO�� axg!n2 --yt -03 �TFpF CAUF �P '�-'��-�' ' ' "-�`- --DATE: �-¢_�? SCALE: " " FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =4 SO. CAL. LAND MANAGEMENT, INC. FILE NO. 3 JN571/571 sip16.DWG/04-09-03/S:40 I I PROPOSED TOP OF CURB 18' LEFT OF (6" C.F.) 38.90' PROPOSED TOP OF CURB O.C. » N 9.55 41.04 OT 90.10 OC 41.04 OT 29.55 18' LEFT OF (6 C. F.) � " O OC OC 50.00' VC C3 m M m PI=32.58 w N o 0 � 50.00 VC N I ci U o P31.02 co CD mW Op MMU U +m M I' IL > O Uw 000 > _ M MM 1`0 /1435 LT N mmW O '&/4 - 1435 LT/ a) LQ � � / � m o + M O O m N ' N o N OO NN N 0 0 0 Lo o A '41N + a' N + N `n t t � 0.55� N - m 57.m50% + � + � �0° iw i 2 - d- i K) - 0.62% I �- 1430 LT 0 _ _ PROPOSED FINISH D 14+52.86 m - 1430 LT SEE SHEET 15 FOR 46.30' RVC PI=32,5 C SURFACE AT q/�� 31 09 CCa O C2 W z CONTINUATION U 46.30 OC m U O v °io oo' 50.00' VC EXISTING GROUND ® � MLo to U 44 44 w 0° m w Lc P1=30.98 U ao + rn °° Lo U 1 a-35 m m > M p 0 0 a 0 + - 1435 CD r-1 W N M N 00 N N 0) Lo � � QO O O Op O o M � McD,* Lo04 O0 + � ONN ± cV ± CV + � N J�, Nq p N O � M + N+ ,.� + p M M M M M M ,+� ° N N +c� �n �n + + ,°Q 0.55% �icD �:w r-cD 0.50% ? o ►N MN M N M ' M 0 29, r- r -0_52 M �0 M �d , Lori ~- M �- 38.57' .- rM M O.C. 1430 TAN GRADE=1.51% PROPOSED FINISHED _ _ - 1430 � SEE SHEET 15 FOR 28.57' OC 50.00 VC EXISTING GROUND ® � o PI=32.58 SURFACE AT W N . CONTINUATION U 9' 9'4 9'4 U 50.00' VC Oo ,' Lj ,' C14 � N oM m U N PI=o3 1.02 _ cD M rM 0 U m w m U U m CIOo � M 0 + N M1�r U > Mo M N � ' N o 0 0 � +1435 RT- L 00 m p 0 / 1435 RT H N C11.0 Lo M0 Lo o A Lo 04 o p O N M N N ow + 00 O N + . + V + O N O N M00 V c N M MT_ to N 0) N M �o M 1`0 M N + cD o0 N + 0,5O rn rr 0.55%OI'o C M +mM r + 060% .00 0.62% - � r� M M M 1430 R.T.- 14+52.s6 - 11430 R_I' PROPOSED TOP OF CURB - -- -- 18' RIGHT OF (6" C. F.) 3109 TC G1 PROPOSED TOP OF CURB PROFILE SCALES 18' RIGHT OF (6" C. F.) HORIZ. 1"=40' VERT. 1"=4' 10+00 11 +00 12+00 13+00 14+00 1 15+00 16+00 17+00 18+00 19+00 Ln )�C f W Ip 3,00 cD N c�o � �T7 o 242 243 244 N 241 245 240 L=51.06' L=49.01' L=48.06' q INT. 10+00.00 BAY VIEW WAY 236 237 0 �,�4 op �;48 06 ��, 246 �c� FF S,gNtiQ� =STA. 26+84.97 NORTHSHORE STREET 235 238 239 �, o ti F F 234 0 40, �G K 16+00 _ 5 6 7 17+ �'��4 38j, 247 X�. 4Q, 9 231 232 233 00 4 29 ^� z2, �. �, �,52 �� 52 cr p2F V M L=27.67' L=25.18 L=52.03 z �� L 7 L=27.35' L=52.29' L-52.28' G 24.66' - +0p 515�%FL 4 L=34'01 30.22 c.1 L=5.Q4 7 rCn 52. CO 00 N �15 31 02 cV 49.96 - 315 32.21TC 31.G8TC 6 -- L=64.41 �-73.89' 13+00 H 7 14+00 5 3 1.71 FL E 31. r' Sg p3 3 18FL �,�3. �,65So F� °F` 253 31 TC 32.10TC N 12+00 31.68TC 7 4 I cn N �'- Ba 32.25TC -� ��.23 33 � � B 31 38EL 31.60FL D 11+0051,75FL 50' VC 7 32.21TC G 31.18FL J 45 Q )0 24 125 J 32 2°T CROWN UNE13„W _ 6 N 31.71FL L=6�' 126 24 ° h � � INT. 18+74.55 BAY VIEW WAY 0 BC ��1 5 o N 6058 TC 1 4 5 L=54.20' L=32.74 L=22 L-54.36' L=54.03' c 28 3699 `3 3 w =STA. 28+67.52 LAKESHORE LANE F� 3 M5 6 P 31139FL 00, 42.68' �j 12 128 127 124 x2s,� 11 �33. 252 160 0 7 C 55. ti 129 RIVATE SCR _ ,�, 97.33 16 P 2 CURVE DATA 2s C\ ^ `v'`' ��" 133 132 131 130 y EASEMENT �� DELTA RADIUS LENGTH TANGENT x883S p2 ��'o�°,�,�` �`vj 0 a� )s �r ?6 134 � Co , 123 ��, yr 9 �' _ ''^ 11 xs9 314 - - Z + PROPOSED �X �� 251 O 16016'47" 104.00' 29.55' 14.88' N oA 4 + 6C �X� �, STORM SECONDARY DRAINAGE "'�M' LINE ESCAPE 44, © 89000'24" 58.00' 90.10' 57.00' J �� r SEE SHEET 21 A Z2 A' �o`O oo �� 18 22, © 56026'50" 29.00' 28.57' 15.57' 'rQ�TL�'' � 24 �8' OD 16016'47" 104.00' 29.55' 14.88' ssF�ST�/Ye. SF FS�yQ 4 250 OE 11046'45"' 518.00' 106.49' 53.4'1' Under round Service Alerf sy FFTQR F s4�F RF F 11 046'45"' 500.00' 102.79' 51.58' 9 Fes, F y� O E Call: TOLL FREE 7s 9 © 11 046'45"' 482.00' 99.09' 49.72' 0 -$QQ 1 CONSTRUCTION UCT TYPE AIONcU NOTES FORPER RIV. CO. STD. N0. 200 (6" C.F.) O 24°03'27" 482.00' 202.38' 102.71' 227-2600 2 CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A FOR DATED 10/27/03 & ONWARD ONLY Oj 24003'27" 500.00' 209 94' 106.54' TWO WORKING DAYS3 CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A H U N SAKE R & ASSOCIATES J 24°03'27" 518.00' 217.50' 110.38' BEFORE YOU DIG BAY V1 W WAY 4 CONSTRUCT SIDEWALK PER RIV. CO. STD'S 400 & 401. SEE TYPICAL SECTIONS 0 ) ) , I R v I N E I N c O 48°55'32" 318.00' 271.54' 144.67' ,�. �CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. CLASS II PLANNING ENGINEERING SURVEYING <� 6 APPLY ASPHALTIC EMULSION (FOG SEAL) Three Hughes . Irvine, CA 92618 • PH:(949)583-1010 • FX:(949)583-0759 L 48°55'32" 300.00' 256.17' 136.48' OWNER / DEVELOPER: ( PRIVA 1 E STREET ) 77 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PE^ DETAIL ON SHEET 1 SOUTHERN CALIFORNIA 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 / d OM 48°55'32" 282.00' 240.80' 128.29' C t' � 4 24 CONSTRUCT 3 TRANSITION FROM ROLLED CURB TO 6 CURB & GUTTER �1/ / � � � � ° LAND MANAGEMENT, INC, . s.,ALE. �L PER DETAIL ON SHEET 1 ON 89 09 21' 25.00' 38.90 24.63' 31676 RAILPOAD CANYON ROAD MEMO ,'/DO A SN DER RICE 24068 DATE O 88°24'11" 25.00' 38.57' 24.31' CANYON LAKE, CA 92587 20' 40' 80' 120' 160' (909) 246-1 100 * FAX: (909) 246-1 104 u © 56°26'50" 47.00' 46.30' 25.23' NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CSL ENGINEERING , INC . TRACT 29837 I P 020074 SHEET No. SHALL NOT COMMENCE UNTIL AN OFESS/pN TRANSPORTATION DEPARTMENT QROFESS/� RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION ENCROACHMENT PERMIT AND/OR A t�0 o A. oT q� �p o A. SNq� 11651 STERLING AVENUE, SUITE E ,,, COUNTY O F RIVERSIDE 16A GRADING PERMIT HAS BEEN ISSUED. �� F 'S� F2 APPROVED BY: P� �i F RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A �% z� vZ �' ;� 9y�;' (909) 785-51 22 * FAX (909) 85-51 80 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Z3 Y M E3 z STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. CC Exp.36930 06 � Z a� Cr_' No. 25917 � 1984 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL - -- * r r Exp. 12/31/05 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 1 MIL 10 27 03 REVISED PROFILE OF BAY VIEW WAY Z o y `rI CI IV �P D A. H MAN DATE * PREPARED BY: R.C.E. N0. 25917 BAY VIEW WAY of 1 sHTs RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE AP DATE qT V _ q� CIVIC ��P - (EXP. 12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. - _ r REVISIONS FOF CAL1F�� FOF CP,0\ L DATE: I Z4'o¢ FOR: W.O. COUNT ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40' V: 1 =4 SO. CAL. LAND MANAGEMENT, INC. FILE No. _1 ..z I �= _j L:\29837\STREET\SHT16A.dwg 50.00' VC PROPOSED TOP OF CURB PI=39.56 20' LEFT OF (6" C.F.) > o > SEE SHEET 13 FOR SEE SHEET 12 FOR 39.27' OC m w c6 CURB RETURNS 0 LO O 14.22' 41.04' SEE SHEET 9 FOR CONTINUATION o 0 0 0o M m ,°�° m /�� /�� /�� /�� ,� o ,� ci OC OT CONTINUATION '�4 ' 74 7 _j () O pry N p M o r p U W + + to + p to M M tD of 144V LT U � � _ rn r- r- m � rn _ p+ + m NLO rim � a m. ui 0) M 00 M r M M 0.53% 00 M 00 00 + tt7 00 N � � � � - 1440 LT O "� O o to 00 a0 0.52% M *' M rn CO Op + oo LO p M n N M ^ M �-�-� -0.50%0- M M M -0.50% o r-O p F-� U 00 N M r% M -� N M w M O.5 g m M M M ��o � + � M CROSS-GUTTER PROFILE W Mtn to M O+ t0 _� 2_'Io M ' M M M M 50.00 VC PI=39.56 PROPOSED TOP OF CURB 1435 LT- TAN GRADE=-0.50% PROPOSED FI ISHED � �, 20' LEFT OF �. (67 C.F. - 1435 LT 0 , ) a a 50.00' VC SURFACE AT O 0 0 0 0 CROWNLINE PROFILE SEE SHEET 9 FOR ;� � D PI=36.06 � o o V) m a 39.02' 39.02' CONTINUATION ►'� w o Q� F- O I U U U � 0)UJI O Cn + 0) + Q1 + M '/-�y� /y�� / 8 7,L 1440 _ - m w M M M - «� + to 00 - 144C3 c� w w O 00 ro 0.53�� M -0.50% aoM M � � � ( o � M m �-529' M M M -0- 50�► '�'� cv ')-0.5 ^ a? °° J o M M co 0 to O W� �00 WcOo � O N � �� O M tMmo N ^ M ��% M �. M O fo r to 04 0)N M M + . + M M a - _... ___ - M W M + c°+ "?+ + n + o too 6 co 0.52% - - - o to to � uj o uj , M� M r'� -. £ - 50.00' VC M 1n� M� M M 1435 �- �. ' __ __ - EXISTING GROUND ® � PI C39.56 PROPOSED FI ISHED EXISTING GROUND ® 46.90' OC 1435 ' TAN GRADE-2.8-% PROPOSED TOP OF CURB > o > SURFACE AT �4 °y4 9'4 9'4 SEE SHEET 9 FOR SEE SHEET 11 FOR 39.27 OC 33.00 VC 20 RIGHT OF (61" C.F.) m w 0 CONTINUATION oy 9' PI=36.10 EXISTING GROUND 0 ( o O o 0 U `CONTINUATION 4 4�4 4 p 0 0 m (� O to PO O U m � 0 U W _ O 1 N ►� p to m M 1440 RT- ro W _ _ �. M n _ 00 _ 1440 RT. w ro o O O O 0000 06 0.52% O'S39a� '`� -0_ 50% o LO 0 - Lo M � N M �: M �--- to M -0.50% `� atOo M M O M N M - M --�- N M M M M w M x d:c�Lo cn n 00 + + 0 0.52% 0 104 to W) W) p L6 O M m MM M ro M � M TAN GRADE=-0.50% 1435 RT PROPOSED TOP OF CURB - 1435 RT TAN GRADE=1.32% 20' RIGHT OF � (6 C.F.) TAN GRADE=0.50% PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 CURVE DATA S0, /'0 CONSTRUCTION NOTES O DELTA RADIUS LENGTH TANGENT F� �� i' \-CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIV. CO. STD. NO. 200 (6" C.F.) OA 90*00,00" 25.00' 39.27' 25.00' '/i \--CONSTRUCT X-GUTTER & SPANDREL PER RIV. CO. STD'S 209 & 209A S &CONSTRUCT ACCESS RAMP CASE "A" PER RIV. CO. STD. 403A © 37*39'19" 280.00' 184.02' 95.47' wjeI % �-CONSTRUCT SIDEWALK PER RIV. CO. STD S 400 & 401. (SEE TYPICAL SECTIONS) 7� INT. 10+00.00 WHISPERWOOD WAY 6 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.75' A.B. (CLASS II) © 37'39'19" 300.00' 197.16' 102.29' 2 =STA. 22+17.66 COTTONWOOD COVE DRIVE \--APPLY ASPHALTIC EMULSION (FOG SEAL) OD 37'39'19" 320.00' 210.31' 109.11, 7 CONSTRUCT CONCRETE ROLLED CURB & GUTTER PER DETAIL ON SHEET 1 288 0,'`�� 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 OE 15*24'17" 320.00' 86.04' 43.28' vv „h'� 24 CONSTRUCT 3' TRANSITION FROM ROLLED CURB TO 6" CURB & GUTTER 0 25'45'30" 300.00' 134.87' 68.59'� p� 24 PER DETAIL ON SHEET 1 G 23'05'55' 280.00' 112.88' 57.22' o 2 3 X�.,0 01�0 SALMON INT. 18+79.31 WHISPERWOOD WAY H 125'10'54" 58.00' 126.72' 111.85' w O 35,29 r x62 . 'A EXISTING GAS LINES SEE SHEET 1 3 =STA. 17+66.79 SALMON STREET OI 94'43'33' 47.20' 78.04' 51.27' 289 �� FL 11 •6'' o (PROTECT IN PLACE) ``' o r- �� 35.19 A �0�'77 F + J 92'39'35" 29.00' 46.90' 30.38' / N - osb FL 8 2-02 wl o ml OK 7'50'04" 104.00' 14.22' 7.12' / A 6 LO 35.09 24 � � c�� ,J N c� a © 13'53'39" 58.00' 14.00' 7.07' N m 24 203 ^ o °+° �� ± 263 + 262 v EXISTING GAS LINES S388T�, `356.9 \9 204 205 206 2Q7 _ 208 _ _ 209 210 211 212 310 ai oj o6 M + �, + + 11 ,�,,,, �,�,r, 00 o 0 0) co N �, �; + 261 K (PROTECT IN PLACE) �,, ''' 17+21.79 BCR 17+21.79 ECR + /� �•5�' 3 c� 2�X,'8�, `3S6�jc�xOp 7 \ =77 a EXIST. 24" GAS MAIN 7 1 A Q Jb:z46. vN37.� . 2 , 2 12 n - , A 1 _2 F "' 80.70 - 3 _ -6I.O9' L=37 80, 36.99 FL 316 � 0 6 4 B -� 44.64 55.00 - 55.00 55.00 55.00 55.00 55.00 55.00 55.00 R V PARKING LOT) _34, ( . S� 8� / �� c� . 24 1+ 2 WHISPERWOOD WAY 26 INT. 2 53 6 7 _ =STA. 32+58.87 LAKESHORE LANE o" C 12fp 37.20TC - - h �o � �' S Q \ p o _-. - --- d �r o 38.98TC T 38.24TC - 0 6 18+0038.48FL - - - - LU\ z� �nrtrn13+00 -°�° - - N36'58't3"W - - 19+00 'Z 24Tr I 34FL K 727TC �6st 3r°�� 5� 36.70FL C'4 N -- N 37.74FL N F G 3, 21-A0 5 6 0 ' N g N L'S2. � _ __ ___ --- rF�` 1>> 37.26 TIC N 2 EXISTING GAS LINES 230 - 00' ' L=20.09 33.67 55.00 55.f3O 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55:00 - 55.00 55.00 18.76 L=50.63 w �� Airy 36.76 FL (PROTECT IN PLACE) EXIST. 30" GAS MAIN a 3 6 6, �wN�iNF �' H 111 229 EXIST. 16" GAS AIN zo 2,� 11 �` I U �g 60 FC J rc�, 24 228 227 226 225 224 223 222 221 220 219 218 217 216 215 214 � l � 260 Underground Service Alert 213 ' 'IV` EFORE . e Call: TOLL FREE o \� 1 -800 227 2600- N Na TWO WORKING DAYS ,��Oti 259 BEFORE YOU DIG \� WHISP RWOOD WAY OWNER / DEVELOPER: SFF 258 SOUTHERN CALIFORNIA , _ (PRIVATE STREET) Sti�F0 LAND MANAGEMENT, INC . SCALE. 1 - 40 F� 9 31676 RAILROAD CANYON ROAD 9c CANYON LAKE, CA 92587 (909) 246-1 100 * FAX: (909) 246-1 104 0 20' 40' 80' 120' 1 60' ENGINEER AL SEAL-COUNTY WORK CONTAINED WITHIN THESE PLANS SE - BENCHMARK: TRACT 29837 I P 020074 SHEET NO. COUNTY OF RIVERSIDE CSL ENGINEERING, INC . SHALL NOT COMMENCE UNTIL AN QR)FESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN STERLING RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE ENCROACHMENT PERMIT AND/OR A c��O V P, OTy lF. ��Q�� A. Scq�F RIVERSIDE, CALIFORNIA925031TE E H GRADING PERMIT HAS BEEN ISSUED. �, � y APPR D BY: �, � 9 y AVENUE, OF NEWPORT RD. & LINDENBERGER RD. A 1" 17 _; by (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w Y m c� ' m STREET IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 q' Q� Expo 12 5 1 7 1984 ELEV.= 1425.301 FOR 2 Exp. 6/30/06 WHISPERWOOD WAY IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * * * * PREPARED BY: R.C.E. N0. 25917 OF SHTS OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE J'I Q D A. A DATE J'I P EXP. 12 31 05 ' MARK BY DATE APPR. DATE 9T CIVIL �� 9T CIVIL �� `" ,, SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS FOF CAL\F�`� -y� J 3 F pF CAL�Fp� :�'/" • v � �C �_pA�: q- -�,, " "- , FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H. 1 =40 V: 1 -4 SD. CAL. LAND MANAGEMENT, INC. FILE NO. L.3 I- ,l 1 JN571/571 sip17.DWG/03-06-03/S:40 r' PROPOSED FINISHED SURFACE AT OF Ld Z z PAVEMENT 16' WEST OF RECORD O � o1435 1435 V,N 100.00, VC EXISTING FINISHED wW M PI Us.34 SURFACE AT o ^ ^ ^ N � oo O O O O ^ ^ pM O � O0 � � LO O � � � tom 0Co + � + � + � —1430 ^ N O O O O m W) � O N M \ ♦ I� / ♦ I� O N ( O N p LO ff) p N 00 N 0D n 0 O c0 + + t� '+ � n N n N O.Z29' ( °J \ °) i-__ O � 00 p � O � + � 000 � � p Lo 0 to00 00 + I� + I� + n + I� o0N 0.14%' ON ' � � � ° N .. �ci + cri + co `� �° co ca N ° ° ° ao N 0.32� v .� 0.42 N �t + cD to N O N O.18q (0.26%) .. (0.08%) r- .. ( ) . �— �--- N 11O N N ± (0.32%) N "� C° M co ,•� co co (0.32�) `t N (0.36�) v ( �) . (0� 169°) `. ') ..-- -f-- - - - - - - - - - - - - - - - - - - ^�_ - - N N— ..- _- - - - m 0 po 0 (0.18� FEATHER FOR SMOOTH JOIN - - - - - 0 0 (0.04�) O N(-0.14% �. --� 0.30 o � o O WHEN JOINING EXISTING PAVEMENT pow to � O � � � ( 0.02%) 00 O O00 oL0 + � p00 1425 N N N N M N + N_ O N 00 N N N _ 1 425 M N N O + (0 N PROPOSED FINISHED SURFACE AT OF PAVEMENT VARIES 16' WEST OF RECORD � TO 4'f EAST PROFILE SCALES HORIZ. 1 "=40' VERT. 1 "=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 NEWPORT ROAD SEE SHEET 2 WZ W O Y C3 J V O O p p p m U_ Q Q dam- p CD O � Q W O O 1� N 2:1 Z _j ~ TYPE "F" DELINEATORS 50' OC + W 0 o PER SIGNING/STRIPING"PLANS DAYLIGHT LINE N o 111 _ Q EXISTING R/W PAVEMENT INTERSECTION EXISTING R/W 10+00.00 LINDENBERGER ROAD � I �,• : , - - _ _ =86+84.56 OLD NEWPORT ROAD I �" 9 ti 9 12 DAYLIGHT LINE 12 DAYLIGHT LINE TYPE "F" DELINEAT S ® 50' OC IGNIN I ANS PER S G/SIR P ��PL 6 Kliaoo K00 23 S 13+00 NOO'03'1 Q"E Y4+00 S 15+00 S 16+00 23 6 FSCD - - �l FS Ln EXISTI PAVEMENT TO RtMAIN ,00 +OD 20+00 _ 1 290 29 - - --� - - � AST A B o 114 12 N 7 N cD rCD TR T BOUNDARY ha .. AC BO NkD FS , ' INT. 10+00.00 LINDENBERGER ROAD .' - - 3.�:1. o, 104.54' 69.33' 50.00' S0.00' 50.00' 62.59' : , 15 =87+00.56 OLD NEWPORT ROAD _ � � � „�. .: <,- ,, 64.1� _.,.- 36. 1 29.25 CROWNLINE ' '`�� EXISTING POWER POLES TO BE RELOCATED EXISTING R/W EXISTING R/W EXISTING R/W = co PER ROUGH ( PING OPERATION (TYP.) y N 23 Q FUTURE NEWPdk 1 r� 22 24 25 26 27 �' ROAD ALIGNMENT . LOT 318 00 28 � Z � 29 � o' 33 LOT 320 22' 30 NEWPORT ROAD SEE SHEET 2 2' 1' T JR �T � ✓ J `.) � EXISTING RECORD � GRIND 0.10' MIN.-.-.-_--, (MIN.) MIN.) R/W It- EXIST. PAVEMENT SAWCUT AND REMOVE 13' 8' 13' 13' 3' ' 30' OVERLAY 0.10' MIN. EXIST. PAVEMENT SHOULDER VARIES 3' PAD ELEVATION (PER ROUGH GRADING PLANS) '0 y/c o 23 6 5`O -RG R ROAD I MPX I ss,a 2% Underground Service Alert NEW PAVEMENT i tiT �2% 2% 2• � PBEFDoE r°6o Call: TOLL FREE EXISTING PAVEMENT ( COUNTY MAINTAINED ROAD ) 1 �G 1 -800 PAVEMENT JOIN DETAIL �'oPy (LOOKING NORTH) 227-2600 n CONSTRUCTION NOTES TYPICAL SECTION NOT TO SCALE APPLY ASPHALTIC EMULSION (FOG SEAL) LINDENBERGER ROAD Two WORKING DAYS �CONSTRUCT 6" A.C. DIKE PER RIV. CO. STD. 212 BEFORE You DIG 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 NOT TO SCALE 12 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 FROM STA. 10+45.00 TO STA. 16+00.00 15 SAWCUT AND REMOVE EXISTING PAVEMENT & JOIN WITH NEW PAVEMENT OWNER DEVELOPER: PER DETAIL ON THIS SHEET NOTE: FROM STATIONS 17+67.46 TO 19+36.53 23 CONSTRUCT 0.30' A.C. PAVEMENT OVER 0.80' A.B. (CLASS II) PAVEMENT CROWNLINE VARIES FROM 7't EAST CURVE DATA SOUTHERN CALIFORNIA 29 REMOVE EXISTING A.C. PAVEMENT OF RECORD � TO 4't EAST OF RECORD �. LAND MANAGEMENT, INC . SCALE: 1" = 40' 0 DELTA RADIUS LENGTH TANGENT 31676 RAILROAD CANYON ROAD A 06"51'12" 1400.00 167.46' 83.83' CANYON LAKE, CA 92587 (909) 246-1100 * FAX: (909) 246-1104 0 20' 40' 80' 120' 160' B 06'57'06" 1400.00' 169.86' 85.04' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020047 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F R I V E R S I D E ENCROACHMENT PERMIT AND/OR A t�� p . OT 9� �p o .-• S 9� 1 1651 STERLING AVENUE, SUITE E " GRADING PERMIT HAS BEEN ISSUED. �� '� F� APPROVED BY: �`Z` rP`� 0 F� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 „ „ 18 C i� 2 �= yy �' (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A► THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Uj Y m c� ' m STREET IMPROVEMENT P LA N ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 �� No. 25917 1984 ELEV.= 1425.301 FOR IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 r I6 * Exp. 12/31/05 * PREPARED BY: R.C.E. N0. 25917 OF 21 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE sT P LINDENBERGER ROA D MARK BY DATE APPR. DATE 9T CIVIL �� A. AN DATE J'q CIVIC �Q' EXP. 12 31 05 REVISIRESPONG THEPLBLE OANSDFORRAPPIROVANG NBYCTHETCOUNTYABLE OLU110N AND REVISIONS FOF Cq1\F�� "'�� ro TFOF' Cq�\E�� ,�+c DATE: - TD3 SCALE: FOR: W.O. COUNTY ENGINEER couNTY `�`""'` H: 1"=40' V: 1"=4' SO. CAL. LAND MANAGEMENT, INC. FILE N0. 3 ECOMME DED DATE LRICHARD A. SCIANNI JN571/571 sip 1 8.DWG/05-1 7-03/S:40 Al PROPOSED FINISHED SURFACE AT OF 1� z PAVEMENT 16 ' WEST OF RECORD 1 4 3 5 — Z M 100.00' - 1435 - o M 00 OO �] P.I.=26.34, 13+25.00 O O EXISTING FINISHED C14 * oO O � o C ID � V> SURFACE AT O NCo 9 O cc; . toO ON W— .. v 1 LA N O NO N O + - .. N. in+ O to O M M V) N to 1430 — ' o ^O O r- OI_ O 0 O - — 143 O 00 O� ^ O ^ 0 M .N + m Lo N co + In 00 N23� ^ O . ` O ' O + + � + 00 Os OO o + + °' N ON O 'n + + Oo N . N �0 ) r 2 %O N c 0.36 ) 0.30%) (O.16%) N .32 ) . ■ � o (0.18%)0.21% 0 0 o 0 FEATHER FOR SMOOTH JOIN O C(-0.14% 0o 0 WHEN JOINING EXISTING PAVEMENT o o % 0.30% ^ + O— In CID ;+ —o M + � °° 142 51425 r N + N NN v o N N MN Or N N L CD N PROPOSED FINISHED SURFACE AT OF PAVEMENT VARIES - 16 ' WEST OF RECORD TO 4'+— EAST PROFILE SCALES _ HORIZ. 1 "=40' VERT. 1 "=4' 10+ 00 11 + 00 12+ 00 1 j� j 13+ 00 14+ 00 15+ 00 16 + 00 17+ 00 18+ 00 19 + 00 20+ 00 NEWPORT ROAD o SEE SHEET 2A w � 2 -1 - p , 41t� ww CD LLj m V' ') J „J ZCI 0 0o X 3 < N + o w N N_3 N w TYPE L MARKERS 0 50 OC w •4 W } 1.. o wQ r\ cn _- w u N - p o PER SIGNING/STRIPING PLANS Z FS� °C + W, � DAYLI G H L I 'e V) c PAVEMENT INTERSECTION EXISTING R/W 10+00.00 LINDENBERGER ROAD _ � - - ---- - - __�., .__�—__�_.__ °O �__—�__ =86+84.56 OLD NEWPORT ROAD II �� 9 N g EXISTING R/W 12 DAYLIGHT LINE s 12 TYPE "L" MARKERS 0 50' OC F u: DAYLIGHT LINE I 1�3 `," o PER SIGNING/STRIPING PLANS ti K)i00 o r �F 12+DO 23 6 FS13+ �IQ.O°.D31g.''€-- 1b0 `�) `� Kc:)l +00 +00 23 6 �� 1�`� 1 `� 1 °c � `o— F r F`' _-- - ``�' EXISTING PAVEMENT 10 00 ,� -- — TO REMAIN - - .I �. 30.0 T.W• __ -- _. - - — F �� -�� LL�� - - - __r!q_ �' 25.7 T. TRACT B DARY �l• » » — - --W — ^..- — - -- -- — �+° - - 19+ - 21+DO ti N I4Z712 " 0�• vNZ�OT D g N o �, _ �; _.. - fARY � + 4�1 N nj (27.87 o _N • N 29 FS � INT. 10+00.00 LINDENBERGER ROAD I, j � =87+00.56 OLD NEWPORT R(AAD E : .1 �°� w. 10 .54 34.7 T.w• 69.33'IT- WELL V � 50.00' 0 0' 62 14' 31 FS 15 _J. ), r �,b•.y� `�$7�7.F• S 7 T. _ �; 64. 36. 5 60 tr x � _ _._ I 2 _ F — w x E _. ..... - _ .. _ s I i �� - x CROWNLIN - _- -- - __e : 5 9 29 2 - 4. 0�• - - J EXISTING RW EXISTING R/W I '' I � `` - / EXISTING /W N ¢` .._ — i11G POWER POLES TO B LOCATED R -Z1 1 1. - PER ROUGH GRADING OPERATIOTYP. g FUTURE NEWPORT °Ool' i 1 22 23 a 25 '`. O� ROAD ALIGNMENT i �� ti g 1 26 28 29 LOT 318 i j 0 >: � ' � : ii 2 rQ` tr 131 30 CD NEWPORT ROAD SEE SHEET 2A j @ r� J RECORD q EXISTING VARIES 6 MIN. R/W 34' 8' 13' 13' 30' SHOULDER VARIES 3' PAD ELEVATION (PER ROUGH GRADING PLANS) )o 23 6LIND N B R R ROAD S�OpE MPX � � Underground Service Alert T 2% 2% 27. aoe r C011: TOLL FREE UNTY MAINTAINED �, ®AD 1 —800 CONSTRUCTION NOTES (LOOKING NORTH) 227-2600 TYPICAL SECTION TWO WORKING DAYS 6 APPLY ASPHALTIC EMULSION (FOG SEAL) LINDENBERGER ROAD BEFORE YOU DIG 9 CONSTRUCT 6" A.C. DIKE PER RIV. CO. STD. 212 11 INSTALL STREET NAME SIGN PER RIV. CO. STD. 816 NOT TO SCALE 12 CONSTRUCT EDGE OF PAVEMENT PER DETAIL ON SHEET 1 FROM STA. 10+45.00 TO STA. 1 6+00.00 OWNER DEVELOPER: � � -- 15 SAWCUT AND REMOVE EXISTING PAVEMENT & JOIN WITH NEW PAVEMENT NOTE: FROM STATIONS 17+67.46 TO 19+36.53 PER DETAIL 0. THIS SHEET PAVEMENT CROWNLINE VARIES FROM 7'± EAST CURVE DATA 23 CONSTRUCT 30' A.C. PAVEMENT OVER 0.80' A.B. (CLASS II) OF RECORD TO 4'± EAST OF RECORD �. SOUTHERN CALIFORNIA LAND MANAGEMENT , INC . SCALE: 1„ = 40 O—DESTROY 29 REMOVE EXISTING A.C. PAVEMENT EXISTIN(s WELL PER THE SATISFacTION of THE lIEAt-7H DEPT. �N� O DEL_TA RADIUS LENGTH TANGENT 31676 RAILROAD CANYON ROAD TRANS f ttTAT1ON DEPT. OA 06o51'12" 1400.00' 167.46' 83.83' CANYON LAKE, CA 92587 (909) 246-1100 * FAX: (909) 246-1104 0 20' 40' 80' 120' 160' © 06°57'06" 1400.00' 169.86' 1 85.04' NOTE: SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE H U N SAKE R & ASSOCIATES TRACT 29837 I P 020047 SHEET No. SHALL NOT COMMENCE UNTIL AN QROFESs10 -FESS/ ENCROACHMENT PERMIT AND/OR A �p A o 'I'.q' TRANSPORTATION DEPARTMENT a1? 0,�� , I R V I N E I N C RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O F RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. `� �o T" <_1 �`; J��,PS Sk, �` PLANNING ■ ENGINEERING SURVEYING OF NEWPORT RD. & LINDENBERGER RD. A 1 „ „ 18A 2 APPROVED BY: o F ti THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ; �' G' Three Hughes Irvine, CA 92618 PH:(949)583-1010 FX:(949)583-0759 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A 6E r,108 DESTROY EX. WELL A14DAOD ALM WALL AND NEW WCLL G, E Y m - z STREET IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 w N0. 24068 m IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL ADDED RETAINING WALL AND ELECTRIC PEDESTAL i�z S; * Exp. 6/30/06 '� ,tj� O Exp. 12/31/05 1984 ELEV.= 1425.301 FOR t TNH 10 03 REVISED PROFILE ON LINDENBERGER ROAD z fl 'two/ PREP RE BY: R.C.E. NO. 24068 OF 2 1 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE uY J'J, HA D A. N LINDENBERGER ROAD D RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE AP DATE 9T� CIVIC ��P ATE �9T �tvl` ��\P EXP. 12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY UP CA1�F FOFCAL�FO DATE:�� d FOR: W.O. COUNTY COMMENDED DATE L S SNY H: 1 =40' _ V: 1"=4' SD. CAL. LAND MANAGEMENT, INC. 2858-1 FILE NO. was L:\298-37\STREET\SHT 18A.d wg o TO BE MAINTAINED' BY THE Z z HOME OWNERS ASSOCIATION o FINISHED SURFACE OVER TO BE MAINTAINED BY THE 1435 �I � ;; STORM DRAIN (0 W HOME OWNERS ASSOCIATION - 1440 J FINISHED SURFACE OVER 100 YR HGL 0) J w STORM DRAIN ' w m + �pQ �P� + ' jo N C.B. N0. E4 p N 1h o C.B. N0. E3 , 100 YR HGL °�' ro z w C.B. NO. E2 32.26 TC Cj � 31.44 FL �, ti G�, FINII-lED GROUND OVER f 32.27 TC 1430 4F STORM DRAIN _ 1 _, 31.12 TC 31.43 FL z I J - - 1 435 . . . . . . . . . Li 23.7 BOT. 26.33 INV. N c� FINISHED SURFACE ©VER 30.29 FL INV. S f 26.37 I 28.5 NORMAL yG� '�� `L�G�, 30" PIPE 18" PIPE ' �, C.B. NO. E1 I STORM DRAIN c� LAKE WATER SURFACE 23.73 INV. 25.2 BOT. y cP 29.46 TC goo 30. 18" PIPE 23.8 BOT. - 30" PIPE •�� 28.63 FL 28 ��•�Gv yC< 8 g$% ,yC 97 1 425 20.37 INV. 30" PIPE s-o.0052 1430- 28,, r ti .9S 100 YR HGLC' < - 1430 tics c� �1. . 29.75 24" PIPE ,� `L HGL 84.WATER - 24.1 BOT. �� C�' S=0.0308 = .0152 22.7 TOP v v o w x` 26.4 BOT. St=-- v w m z 18 PIPE 25.2 TOP 8" WATER z rn >z O z w I N 18 PIPE WA R 26.2 BOT. .� - ,9.8 TOR �, - z 2,; 2 S�p.0148 8 " 1420 _ I s 8,;-SEWER N 00 1425 sr� ,NV ,� \NJ 2.5 ' I 18" PIPE - 1425 t + + Ui > cn I to C/C > 25 5 �R , I c) + N � N co z -j RF > z uG 6 7 W ;, � N Z' S=0.0050 '* ? wo_ LO 0 C3 to w ;_ f ,G U) ,� �- Z cwt > w a Z Q ,o0 8.2' C.F.S. N0 � N to W � U (� � atOdZ > � v + � 0 � 2 i IE a-> mN wN W > dz V =4.6 F.P.S. m C9 r L 6► _ '� z zcti - M Z zc� 1415- V) m N Q =16.1 C.F.S. 14 = I �y• _ Q =7.9 C.F.S. N - , ow N 1420 z '-'� 1. In 20 S-0.4160 a _ + In �3 z ro ti Q V -4.5 F.P.S. w co 6 a "_ z �' ; °° > + N 6'9 ^ �a TOP r'n. °° ` w to m W - ^ In z M z V =3.3 F.P P.S. ,o , I w ,,� 18.8 o m N *INSTALL 28.77 L.F. a _ > > > + PO ao N o °N° a`Oo %off Q,0Q=5.4 C.F.S. Im N g" SEINER w c�v �ktNSTALL -12.65 L.F. 18- R.C.P. (2000-D) N z -4- Z a, - ro - z 1$ R.C.P. 2000-D � � + ,.,� V =1 .7 F.P.S. 41.58 10.27 17.00 ( ) N N N N I w + � + > * INSTALL 322.65 L.F. 5.18" 18.7 - + (0 LO z " �k INSTALL 68.85 L.F. " cn o_ o N - Q, )O=22.5 C.F.S.- 30 R.C.P. _(1250-D) _. T01 8 SEWER • N 1415- 4.58 18" R.c.P. r;2000-D) - 1415 w w + V =3.2 F.P.S. w > w . m ; ' a- Z Z Q,.=7.1 C.F.S. LATERAL „ E3„ & ,, E4,, coz '° z zr °- co HORIZ. 1 =20 - - I? V =4.0 F.P.S. T . 0) � *CONTRACTOR SHALL PROVIDE , w o z VERT. 1 "=4' WATER TIGHT JOINTS FOR PIPE N w N TO BE MAINTAINED BY THE + + �o *INSTALL 2.87 L.F. � *CONTRACTOR SHALL PROVIDE *INSTALL 142.39 L.F. DESIGNED FOR PRESSURE FLOW HOME OWNERS ASSOCIATION 24 R.C.P. (2000-D) �=27.2 C.F.S. 36" R.C.P. (1750-D) WATER TIGHT JOINTS FOR PIPE Q, LATERAL " E 1 ' LATERAL, " E 2" DESIGNED FOR PRESSURE FLOW V -3.9 F.P.S. TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION PROFILE SCALES HORIZ. 1 =20 HORIZ. 1 =20 HORIZ. 1 "=40' VERT. 1 "=4' VERT. 1"=4' VERT. 1 "=4' 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 NOTE: "H" IS THE DEPTH OF INLET OF SPAN =7.5' SPAN =7.5' CATCH BASINS MEASURED FROM CONSTRUCTION NOTES `� `� THE NORMAL GUTTER FLOWLINE 31 INSTALL 18" R.C.P. (2000-D) TO INVERT OF OUTLET PIPE. 32 INSTALL 24" R.C.P. (2000-D) 33 INSTALL 30" R.C.P. (1250-D) SP 34 WINSTALL 36" R.C.P. (1750-D) C.B. PER RIV. CO. STD. 300 38 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C.D. STD. DWG. NO. MH 254 �� I� ATTACH FOSSIL FILLER TROUGH 39 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300, P` �� T2=6" 6" 3' T2=6" 2.85' OR APPROVED EQUAL MODIFY PER DETAIL HEREON, LOCAL DEPRESSION PER STD. N0. 311 \ ENTIRE LENGTH OF FRONT WALL 46 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. JS 227 74 � e 41 47 CONSTRUCT JUNCTION STRUCTURE N0. 6 PER R.C.F.C.D. STD. DWG. N0. JS 231, `� \ 2% 2% MODIFY PER DETAIL ON SHEET 21 47 \ 48 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C.D. STD. DWG. NO. MH 251 OUTLET INT \ RI � j Ct . 19+58.48 WARM SANDS DRIVE PIPE \ Ck INT. 12+71.39 MERIT BAY DRIVE \ 75 c� \ 10+00.00 MERIT BAY DRIVE :- \ 17+85.05 BLUE WATER WAY \A 42 DOUBLE 3'H x 7.5'W R.C. BOX ' c�X, 46 NO SCALE ,. .. \ 80 Jr SPAN =11' SPAN =11' \\ 46 o 33 P�- �� CURB INLET CATCH BASIN LA � -`�� '�, n =N5+ o \ p -P �� 1 43 r i. 76 - MODIFICATION DETAIL LA � � .� \ 5� 39 N� ` C a \`'� SAP 39 V N „ „ ,F, �,- �, S�. . NO SCALE j34 xQ,�' l ti k og.N 5�01 A �^ '`v'cv �x m \ -.(r' � OR�� 9 QGG �f�N'� I T2=8" 8" 3' T2=8" 2.78' I F ^� o B - -3 _ - �( ES �31 /1 P w 313 . P Q\P �- 2r 2� o _� �- Ok6�. 1NO3'33'05" _ - T B 6 g % \' 5�5 44 2+00 _ 53' 108. 33 M E R 32 31.27 I � 48 M�• SZP 0 00 o N I 1 A 34 31 I 1 TANGENT DATA 0 0 °M' I E tiok g No' p0� I D 39 �` w,1, 5 0, DOUBLE 3 H x 1 1 W R.C. BOX ❑ BEARING DISTANCE 77 NO SCALE ❑A N27'00'03"W 29.66' Q�) r 1 � 'A - _ T8+27.48 ST. STA In o P �, C " 39 �' 45 SEE SHEET 21 - , I r I N ' �) 78 ,,_, SCALE. 1 - 40 ❑ -� +`�, E + B. NO. E2 B N 37'46 18 W 139.54 I O s z , �, W=4, H=5.87 apo J � © N55'53'26"W 52.11' Underground Service Alert w w Q i' 0 20' 40' 80, 120' 160' ❑D N15*13'42"E 46.16' d- \ v of Call: TOLL FREE Q L 39 �G Qzo -$QQ < Y J CO z 181 N10'S6'05"W 17.00' 227-2600 Q CURVE DATA TWO WORKING DAYS J z 79 146 0 DELTA RADIUS LENGTH TANGENT BEFORE YOU DIG / BLul 179 Oq 34*13'13" 90.00, 53.75' 27.70' E7 OWNER DEVELOPER: W,yA T ER COTTON WOOD © 18'07'08" 294.00' 92.97' 46.88' SOUTHERN CALIFORNIA covE DRIVE O " " 94'04'25" 45.00' 73.89' 48.32' LAND MANAGEMENT, INC . 00'20'58" 594.00' 3.62' 1.81, 31676 RAILROAD CANYON ROAD O 26'09'47" 22.50' 10.27' 5.23' CANYON LAKE, CA 92587 (909) 246-1100 * FAX: (909) 246-1104 F 23'26'58" 45.00' 18.42' 1 9.34 (VOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pv TRANSPORTATION DEPARTMENT QROFESS/p RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE ENCROACHMENT PERMIT AND/OR A �� A• 0 y�F P A �q F RIVERSIDE, CALIFORNIARLING 03ITE E H o r �o s� OF NEWPORT RD. & LINDENBERGER RD. A 1 19 GRADING PERMIT HAS BEEN ISSUED. �, �, � APPROVED BY: z� 2 �� 9yy (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w '` r^ �' m STORM DRAIN LINE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. w 36/ 0 No. 25917 � 1984 ELEV.= 1425.301 Exp. 6/30/O6 47110110.3 Exp. 12/31/05 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL y! * � * * PREPARED BY: f R.C.E. N0. 25917 LINE_ E OF 21 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE Q ��0ff J'J F K LED AN DATE J' CIVIC EXP. 12 31 05 RK BY DA E A PR. DATE 9T CIVIL �� j �P i' SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS OF- CAUFo� ��'* F�F p`� �t ,�,�,, `, G."� ....�, , FOR: W.o. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY CAUF '•` DAB' �_ -�� H: 1 =40 V: 1 =4 SO. CAL. LAND MANAGEMENT, INC. - RECOMMENDED DATE RICHARD A. SCIANNI - FILE NO. JN571/571 sip 19.DWG/03-07-03/S:40 o TO BE MAINTAINED- BY THE O Z N HOME OWNERS ASSOCIATION Z = to FINISHED SURFACE OVER N TO BE MAINTAINED BY THE 1435- �I 11> STORM DRAIN w � � HOME OWNERS ASSOCIATION - 1440 FINISHED SURFACE OVER 1OG YR HG � L M w w + 0) � STORM DRAIN � O N + ape �Q0 + 'of te) ' II C.B. NO. E3 =IN C.B. NO. E4 N Of 100 YR HGL tig�� FINISHED GROUND OVER W 32.26 TC I`� 32.27 TC C.B. NO. E2 0 ; 31.44 FL 31.43 FL 1430- � STORM DRAIN 31.12 TC w - 1435 of = w z . . FINISHED SURFACE OVER c� 26.33 INV. N c� � j alb 23,7 BOT. 26.37 INV. (S STORM DRAIN Of 28.5 NORMAL G� > G�, 30 PIPE 18" PIPE ' C.B. NO. E1 LAKE WATER SURFACE 23.73 INV. 25.2 BOT. y`JCP 29.46 TC hp 34 7 �, I 29 '5p 18" PIPE 23.8 BOT. 30 PIPE �'� �� 28.63 FL 2 �� ,� A/C� 8 g�� ,�, 97 1425- 20.37 INV. 30" PIPE S=0.0052 1430- 8�j ' h,C89s 100 YR HGL .29 75c< - 1430 24" PIPE w a `L HGL 8'" WAT4.2 ER a ' 24.1 BOT. p' C��' S=0.0308 22.7 TOP w 26.4 BOT. 5-0,0152 56 8" WATER 0° w > m > w I N 18" PIPE 18" PIPE I �- p5 > z r- z E- i 26.2 BOT. 1420- S� °' rn 4 � ,� D ' z .2 8 WATER�J 18" PIPE - 1425 18.8 TOP o, � c> > 23 5-0.0148 142 8 SEWER M + + ; � ( vi STRUCTNV > �5� � E 2.51 I I w + N - N d N � z � � URF Z z 2 �RVG � 2.67' i > 0 - S=0.0050 co z w w o ,M w S _ ; > � - a > n Lq c Z a- > w Z Q ,00=8.2 C.F.S. N cD o- + Ui (0 Z I w �� M U mot' a a Z a ) a � N o - a > y�P mN wN ; 7.9 C.F.S. m � z � a ? o � V =4.6 F.P.S. 1415- m o m ; ± N Z w Q ,00=16.1 c.F.s. LO � 1420- �� ' S=0.4160 Z ,�'` � 7 � Z Q ,00= z N z w N - 1420 � = z w ; m ; + L6 `36, z `LpQ a ,n V =4.5 F.P.S. mN w (0 n v v � - � z = z V =3.3 F.P.S. `n N. w '� 1 g•g TOP o m N *INSTALL 28.77 L.F. °7 > ` - > 00 r N - � ,n A%o ' Q �=5.4 C.F.S. m N w N 18" R.C.P. (2000-D) N z z , g SEWER *INSTALL 12.65 L.F. rn _ n - z + 06 N O N 00 F 18" R.C.P. 2000-D J, v o 'n °' _ + N N N V -1 .7 F.P.S. 41.58 10.27 17N. 0 .00 ( ) 18.7 o w rn ca o � c� ; �k INSTALL 322.65 L.F. 5.18'' T01 8" SEWER �k INSTALL 68.85 L.F. D 1415- 18 R.C.P. (2000-D) - 1415 oorf a- + _ ± N Z Qloo=22.5 C.F.S. 30" R.C.P. (1250-D) ' ,. c� N � - � w 4.58 w m + V -3.2 F.P.S. w ; - m ; ' � Z 0- Z Q ,00-7.1 C.F.S. LATERAL " E3 " & " E4" `O z z I z r a CO V =4.0 F.P.S. HORIZ. 1 =20 o 0) 0) * CONTRACTOR SHALL PROVIDE I W o z '2 VERT. 1 "=4' `° `� `� WATER TIGHT JOINTS FOR PIPE + co + co *INSTALL 2.87 L.F. m N w N MAINTAINEDBY THE O O *INSTALL 142.39 L.F. DESIGNED FOR PRESSURE FLOW HOME OWNERS ASSOCIATION * CONTRACTOR SHALL PROVIDE Q100=27.2 C.F.S. 36" R.C.P. (1750-D) 24 R.C.P. (2000-D) WATER TIGHT JOINTS FOR PIPE =3.9 F.P.s. -// LATERAL " E 1 " LATERAL E2 DESIGNED FOR PRESSURE FLOW v TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION PROFILE SCALES HORIZ. 1 "=20' HORIZ. 1 "=20' HORIZ. 1 "=40' VERT. 1 "=4' VERT. 1 "=4' VERT. 1 "=4' 0+00 1 +00 2+00 3+00 4+ 00 5+ 00 6+ 00 NOTE: "H" IS THE DEPTH OF INLET OF SPAN =7.5' SPAN =7.5' CATCH BASINS MEASURED FROM CONSTRUCTION NOTES THE NORMAL GUTTER FLOWLINE 31 INSTALL 18" R.C.P. (2000-D) TO INVERT OF OUTLET PIPE. 32 INSTALL 24" R.C.P. (2000-D) 33 INSTALL 30" R.C.P. (1250-D) SP 34 INSTALL 36" R.C.P. (1750-D) `` AA C.B. PER RIV. CO. STD. 300 38 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C.D. STD. DWG. NO. MH 254 �r` \�� ATTACH FOSSIL FILLER TROUGH 3' T2-6" 285' OR APPROVED EQUAL T2=6" 6" . 39 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300, �h� P` \ ENTIRE LENGTH OF FRONT WALL MODIFY PER DETAIL HEREON, LOCAL DEPRESSION PER STD. NO. 311 74 \ 41 46 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER R.C.F.C.D. STD. DWG. NO. JS 227 \ 47 CONSTRUCT JUNCTION STRUCTURE NO. 6 PER R.C.F.C.D. STD. DWG. NO. JS 231, \ �\ 2%_ _2% MODIFY PER DETAIL ON SHEET 21 47 \ \ J 48 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C.D. STD. DWG. NO. MH 251 ! �I ` \ INT. 19+58.48 WARM SANDS DRIVE OUTLET \ INT. 12+71.39 MERIT BAY DRIVE �� X� \ 10+00.00 MERIT BAY DRIVE °o PIPE \\ 17+85.05 BLUE WATER WAY 75 �� \ 42 DOUBLE 3'H x 7.5'W R.C. BOX 51 \ �� c> 46 80 NO SCALE SPAN =11' SPAN =11' \ 46 38 W 33 ��p� k� o o CURB INLET CATCH BASIN O D V , ��,� 43 \\ ,�`� QQho << =W \ 76 \� .q MODIFICATION DETAIL \ , \ C \�\'\ �F 39 39 `N� S � NO SCALE �N r Z C \ g okti`�� o. 001 34 X � Cg, 5• �� QCC �1 'N/ T2=8" 8" 3' T2=8" 2.78' 0 5k o � � - - 1 31 i1 n o _ 5 M )NO3'33'05"W 313 o B - -'�" B 6l g�' \�� P\P5 e 44 2% _2% 47o��G\� 16' 2+0 31.27' 53' 108.2 33 MERIT 5k5�°6 ` 5 32 NC SAP TANGENT DATA 0 A 34 31 �� \ � C6 S�• M I El 39 C�;N�;S�o1 a, \ DOUBLE 3'H x 1 1 'W R.C. BOX ❑ BEARING DISTANCE D w NO SCALE A❑ N27°00'03"W 29.66' 77 1 � ' - -�_ 18+27.48 ST. STA K o � 39 - 45 SEE SHEET 21 I LO o°' ,'�(,�' E ± V4', .B. N0. "E2j 78 w \ „fix I p = o � �, H-5.87 SCALE: 1 = 40 © N37°46 18"W 139.54 ao o ; �t�Q` I J © N55'53'26"W 52.11' Underground Service Alertw w _ �P� 0G F - 180 i� , 0 20° 40° 80' 120' 160' D❑ N15°13'42"E 46.16' Ln f \ OEFooE YOGo Call: TOLL FREE � 39 �G 1 � \ N10°56'05' 17.00' 181 _soo � Q z CURVE DATA 227 2600 Q ' TWO WORKING DAYS _j z 79 , / 146 0 DELTA RADIUS LENGTH TANGENT BEFORE YOU DIG / eLV ! 179 DA 34*13'13" 90.00, 53.75' 27.70' E OWNER DEVELOPER: COTTONWOOD © 18'07'08" 294.00' 92.97' 46.88' SOUTHERN CALIFORNIA covE DRIVE 0 " " C 94'04'25" 45.00' 73.89' 48.32' LAND MANAGEMENT, INC . 00°20'58" 594.00' 3.62' 1.81' 31676 RAILROAD CANYON ROAD DE 26'09'47" 22.50' 10.27' 5.23' CANYON LAKE, CA 92587 (909) 246-1 100 * FAX: (909) 246-1 104 F 23'26'58" 1 45.00' 18.42 9.34 SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 298 .37 I P 020074 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN eROFESS/pN TRANSPORTATION DEPARTMENT Q�OFESS/p RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION GRADING PERMIT HNT S PERMIT BEEN AND/OR SUED. ��0�� A O�y� F� APPROVED BY: �,�<`�P�� A. S0y�F2 RIVERSIDE, CALIFORNIACAL FORNIARLING U92503TE E OF NEWPORT RD. & LINDENBERGER RD. A 1" COUNTY OF RIVERSIDE , 19 v� tie (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR m STORM DRAIN LINE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 �,/ 0 No. 25917 1984 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * * Exp. 12/31/05 * LINE_ " E " 2 }� PREPARED BY: R.C.E. N0. 25917 OF SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE b I/O s] Q K LED AN DATE s CIVIC CIVIC �Q EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DA E REVISIONS APPR. DATE gTFOF CAC\F "'""�` A5 qcp gTFOF CAC\F�� SCALE: FOR: W.O. COUNTY 473/- r REVISING THE PLANS FOR APPROVAL BY THE COUNTY. �; ' ��^�"�'� DATE' �-�� ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =4 SO. CAL. LAND MANAGEMENT, INC. FILE NO. JN571/571 sip19.DWG/03-07-03/S:40 o f.0 BE MAINTAINED BY THE z z N HOME OWN EP.'. ASSOCIATION a CN FINISHED SURFACE OVER ` TO BE MAINTAINED BY THE 1435- ,;; STORM DRAIN 4 w HOME OWNERS ASSOCIATION - 1440 > LO � FINISHED SURFACE OVER 100 YR HGL 00 w . w I� o e o N w _ + 0 STORM DRAIN O _ + �O �.�F-P N �� 'j ii C.B. NO. E3 C.B. NO. E4 100 YR HGL 0,C1' �, FINISHED GROUND OVER z LLJ' C.B. NO. E2 0 1430- of �G _ w 31 .43 FL z > 31.44 FL STORM DRAIN T21 TC - 1435 CP 23.7 BOT. 26.33 INV. FINISHED SURFACE OVER 29 LIB28.5 NORMAL �, � L - . 26.37 INV. �N� S STORM DRAIN 30 PIPE 18" PIPE C.B. NO. E1 LAKE WATER SURFACE 25.2 BOT. 3 O� 23.73 INV. �- d' 29.46 TIC �� 78 �� I 2g 'S ,�,G 1425- 18" PIPE 23„8 BOT. S-0.0052 30" PIPE 1430- �8 , , �� ' 28.63 FL 28gs 100 YR HGL �G� yG� �� G ti .g' - 1430 20.37 INV. 30 PIPE w yc �/G,� 29 75 24" PIPE ... ... � � m ti HGL 24.2 TOP S=0.0308 22.7 TOP U 8 WATER o 24.1 BOT. 26.4 BOT. 5=0,0152 8" WATER m > �, z m z w N 18" PIPE 18" PIPE 25.2 TOP �- 26.2 BOT. 1420- s/° 18.8 TOP S z dam-' c> 2,32 5=0.0148 8 WATER 1 18" PIPE - 1425 1425 - 8" SEWER � � + °�° (� STR�? lN� 5� \N R� 2.5 w +,� N N N (D z C rCi E z z 25 Gov 2.67 S=C).0050 z w w ,ten L w - _ _ m m > ° z �_ > w ° z Q10o =8.2 C.F.S. N a_ + CO Z J I W �� U U CO CL z z \ _ m r� nN O � � m _ (� V 4.6 F.P.S. 1415- m > ± N Z w Q =16.1 C.F.S. � � - /�� 6' S=0.4160 , � z ,�� z ,00 = wNq � z � WN - 1420 1420 IZ > `� mN wcv > Q =7.9 C.F.S. oQOZI- z wm z w > m > ,00 + L6 zr� `L e mLn V -4.5 F.P.S. w c� w m v Ln z z V =3.3 F.P.S. `n cV ��,o w rri �O 18.8 TOP o r\ m coN m cN° * INSTALL 28.77 L.F. m > w > � M N i� Q ,00 =5.4 C.F.S. m N g" SEWER z *INSTALL 12.65 L.F. " N z � z w N 18 R.C.P. (2000-D) - - z + oo N o N oo F ' , 18" R.C.P. 2000-D v o ,n Q; - + + r� V =1 .7 F.P.S. 41 .58 10.27 17.00 ( ) N N N N LL + � + co > * INSTALL 322.65 L.F. 5 18 18.7 Q o Ln zOP 8" SEWER N Q 100 =22.5 C.F.S. 30 R.C.P. (1250-D) 1415 - 18"TR.C.P.8(2000 L.F.F D) - 1415 Nd � w 4.58 » » » » w m + V =3.2 F.P.S. z w > -� _ LATERAL E3 & E4 m > > �- � � - � z Q ,00 -7.1 C.F.S. co z cc z z � V =4.0 F.P.S. HORIZ. 1 "=20' o * CONTRACTOR SHALL PROVIDE �' VERT. 1 "=4' WATER TIGHT JOINTS FOR PIPE * INSTALL 2.87 L.F. m N w N TO BE MAINTAINED BY THE *CONTRACTOR HALL PROVIDE *INSTALL 142.39 L.F. DESIGNED FOR PRESSURE FLOW 24" R.C.P. (2000-D) HOME OWNERS ASSOCIATION S Q ,00 =27.2 C.F.S. 36" R.C.P. (1750-D) WATER TIGHT JOINTS FOR PIPE V =3.9 F.P.S. - T LATERAL " E 1 " LATERAL " E299 DESIGNED FOR PRESSURE FLOW TO BE MAINTAINED BY IHE HOME OWNERS ASSOCIATION PROFILE SCALES HORIZ. 1 "=20' HORIZ. 1 =20 VERT. 1 "=4' HORIZ. 1"=40' VERT. 1 "=4' VERT. 1"=4' 0+00 1 +00 2+ 00 3+ 00 4+ 00 5+00 6+00 NOTE: "H" IS THE DEPTH OF INLET OF SPAN =7.5' SPAN =7.5 CATCH BASINS MEASURED FROM CONSTRUCTION NOTES - THE NORMAL GUTTER FLOWLINE 0-INSTALL 18" R.C.P. (2000-D) TO INVERT OF OUTLET PIPE. 32 INSTALL 24" R.C.P. (2000-D) OG, 33 INSTALL 30" R.C.P. (1250-D) SP� ATTACH FOSSIL FILTER TROUGH C.B. PER RIV. CO. STD. 300 34 INSTALL 3T R.C.P. (1750-D) OR APPROVED EQUAL Q •- . , -• 9 .. .. ... 38 CONSTRUCT MANHOLE N0. 4 PER R.C.F.C.D. STD. DWG. NO. MH 254 - .• - ° . 4_• 39 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300, �I P�QR` T2=6" 6" 3' T2=6" 2.85 ENTIRE LENGTH OF FRONT WALL MODIFY PER DETAIL HEREON, LOCAL DEPRESSION PER STD. NO. 311 46 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. JS 227 74 �� 41 ; 47 CONSTRUCT JUNCTION STRUCTURE NO. 6 PER R.C.F.C.D. STD. DWG. NO. JS 231, A- ' _2% ..; MODIFY PER DETAIL ON SHEET 21 ,��C.� 48 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C.D. STD. DWG. NO. MH 251 qA P a � � � � OUTLET A- X INT. 19+58.48 WARM SANDS DRIVE PIPE INT. 12+71.39 MERIT BAY DRIVE �. �� ' 0+00.00 MERIT BAY DRIVE \\ 17+85.05 BLUE WATER WAY a� 421 DOUBLE 3' H x 7.5 R.C. BOX ' \\ 80 ^�� 1426.9 sx-' 46 ,+ N0 S L ++�k SPAN =11' SPAN =11' \ 46 38 wCE) w 33 k1 • o o �P a CURB INLET CATCH BASIN \ Q� �o �,rr,o \' r m��I =N 76 D o51 �� 43 MODIFICATION DETAIL CD C 1� �P 3 9 CD S d NO SCALE � w N- - 11S\ "�N �W z C o ktiti No pot ^� c� OR� 5pg6 QCC � T2=8" 8° 3' T 2.78' cD• iU, 5k - o - F 1 o B 3+00 _ - lap �� S 31 31 , kR��S��C �N103°33'05" - B 6 C�\N�,Q\P 44 2%_ 2% 4��pep ( 2+00 53 108.2 33 MERIT 5k5,- N,`,5 47 v I 16' �o 32 31.27' 1b 48 MN N° SAP ^�� o o I �� 34 31b pk\�p6s��r _ TANGENT DATA CD 00 E 1 a.N°; ool , D 39 �C,1 N-5 rn , OUBLE 3 H x 1 1 W R.C. BOX BEARING DISTANCE rt' �: , 77 NO SCALE �A N27°O0'03"W 29.6(3' +. - 18+27.48 ST. STA 45 SEE SHEET 21 " -- - I E N NO. "E2" 39 SCALE: 1 " = 40' 37°46 18 W 54' o = o P� C.B.V4, H=5.87) 78 1-i 1 - vim Under round Service Alert _ r - yZL ©CN I?j N55°53'26"W 52.11' 9 w 180 ° 0 20` 40' R,0' 120' 160' �D N15°13'42"E 46.16' �E N10°56'G5"W 17.00' w � o Call: TOLL FREE � � 39, ��, � 1 -800 � -co _j z 181 CURVE DATA 227-2600 k�� < ` FOR 0 DATED 10/27/03 & ONWARD ONLY Q z , TWO WORKING DAYS 1 46 T O DELTA RADIUS LENGTH TANGENT BEFORE YOU DIG 7 �� e�V 179 HUNSAKER &_ ASSOCIATES ' 1 R V I N E I N C �A 34013" 3" 90.00' 53.75' 27.70' W wA 'rC C OTTO N W 0 0 D PLANNING ENGINEERING SURVEYING OWNER / DEVELOPER: Ay /j Three Hughes Irvine, CA92618 ■ PH:(949)583-1010 ■ FX:(949)583-0759 © 18007'08" 294.00' 92.97' 46.88' SOUTHERN CALIFORNIA COVE DRIVE � �7 " " C 94004'25" 45.00' 73.89' 48.32' LAND MANAGEMENT , INC . �12- �� OD 00020'58" 594.00' 3.62' 1.81' 31676 RAILROAD CANYON ROAD LINE EDE 26009'47" 22.50' 10.27' 5.23' CANYON LAKE, CA 92587 DOUGLAS SNYD RICE 24068 DATE (909) 246-1100 * FAX: (909) 246-1104 F 23026'58" 45.00' 18.42' 9.34' NOTE: SEAL-COUNT`( COUNTY OF RIVERSIDE SEAL-ENGINEER T BENCHMARK: WORK CONTAINED WITHIN THESE PLANS CSL ENGINEERING , INC . TRACT 29837 0 P 020074 SHEET No. SHALL NOT COMMENCE UNTIL AN QROFESS/off TRANSPORTATION DEPARTMENT QROFESS/o'v RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION �� ENCROACHMENT PERMIT AND/OR A �O A. p ql p A. q 11651 STERLING AVENUE, SUITE OF FRIVERS � DE GRADING PERMIT HAS BEEN ISSUED. 4� �� T'S� F� APPROVED BY: 2� Pao s�i�t` RIVERSIDE, CALIFORNIA 92503 L OF NEWPORT RD. & LINDENBERGER RD. A 1" „ „ 9A �� 9z�� (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �' Y ' zLLJ STORM DRAIN LINE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 iU l No. 25917 1984 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * �- /�7 ,F Exp. 12/31/05 pp 9 9 O F 21 S HTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE � ML 10 27 03 SEE SHEET 21 A FOR LINE D' REVISIONS , 17 * PREPARED BY: R.C.E. N0. 25917 IL= � N E E RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE PR• DATE 51 `P9T CIVIC ��Q K D A HMAN DATE `j'q CIVIC �Q ;EXP. 12 31 05 REVISIONS OF- CA��F TFOF CAL1�°�� ATE: l-Z9'�¢ SCALE: FOR: W.O. COUNTY REVISING THE PLANS f-OR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE H: 1"=40' V: 1"=4' S0, CAL. LAND MANAGEMENT, INC. FILE NO 'fnit RICHARD A. SCIANNI JN571/571 sip 19.DWG/03-07-03/S:40 C.B. NO. F1 ___, N FINISHED SURFACE OVER 30.98 TC o TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION 30.15 FL N 5+70.47 STORM DRAIN - � TO BE MAINTAINED BY THE o o q M.H. N0. 4 i �� 5 G� HOME OWNERS ASSOCIATION (0 C RIM ELEV.=35.5 1430- C - 1430 N w FINISHED SURFACE OVER �� - 1435 O w °' w STORM DRAIN �o�� C.B. N0. F4 TO BE MAINTAINED BY THE 4 ti O > J TO BE MAINTAINED BY LATERAL" F 1 " �,�,G� 100 YR HGL 29.5 TOP of w 3 3 31.77 FL HOME OWNERS ASSOCIATION TRANSPORTAION DEPARTMENT �i HORIZON: ,»=20' I +, �+, 100 YR HGL o� o �s 31.21 ' VERT: 1"=4' OF BULKHEAD + of yC� 0 NC. 1425- ,Q�6$° - 1425 2s.2 BOT. HGL 1430 22.6 __ . . �11k 24" PIPE ' " /p" - `L 0 0 � 3g '� E V � Q ,�-2.8 C.F.S. 28.5 NORMAL gG ry & ti�G� 2 FINISH SURFACE � M.H. No. 4 FINISHED SURFACE OVER 4'86 100 YR HGL s.o� S=0.0052 STORM RAIN I o V -1 .6 F.P.S. LAKE WATER SURFACE 3 8 BOT. 24" F�PNV OVER STORM DRJAINRIM=35.5 S D �I o o > w > w Qjoo=34.2 C.F.S. \� 2 E F 1435- tiF?�Q old C.B. No. c1 1420- �I Z z - 1420 1425- v =4.8 F.P.s. ��Q\e�, ° 36" PIPE 5- 52 BS w To - 1425 - 1435 32.08 TC N z I 31.08 FL �' r�i w � z �' D� 0 OZO TER C.B. NO. F3 3 52 1NV `L m 'U > 32.60 TC 1427.39 100 YEAR < z N m N w 2 „ p�pE `�,�� ''' > rn z r- z 23.1 TOP 31.77 FLWATER SURFACE � ' 9 (0 z 00 V) 95 PER HEC 2 STUDY �6 AAA / m 4 r- � 00 m > w > 8 SEWER HG1430- INSTALL 21.59 L.F.* 0� w w D_ w F z + N + `F 't N o0 Z � Z Ld - 1420 - 1430 100 YR HG zr��- 1420- S� m w m � ~ N - �' � N � N w w `n 60 28.00 18 R.C.P. (2000-D) > FL o- Q Lo d'= r' a- ; ►'� o a N rn D_ + + cD O 4� o z He _ z8 FINISHED SURFACE OVER C.B. No. F2 w z z N = w w + `� LO N N w C� � Z Z N 00 � � h7 N !L O Q. EXIST. GROUND--,, - S-p 0100 yC 00 STORM DRAIN 30.98 TC S 0.0050 z + N >� > a �� w m 4 5 rn z_ 25 30.15 FL N N > > "O 8 /N V ;0000 �- rD rn rn Z It Z z w rn Z COZ N STRVCTUR 1425- °° 1430 1415- `° " � w m 1415 E > > N + c� - ° ° 22.7 TOP 1430- - 1425 22.7 TOP 5�` + � + C� + � NZrnZ + Ln + (6 c0N 5.58 6" GAS �j �- 9 NNNN oo - NO LnNV) N 3" GAS `l- G�, 100 YR HGL ,y �Q w Q =14.9 C.F.S. Q goo=2.1 C.F.S. rn °° o °' - goo- c + ►� + ►� z Uj z w V 4.7 F.P.S. - V =0.8 F.P.S. 22.3 TOP (�00 =14.9 C.F.S. w' o MAX „ D_ (j p w w (3) 4 TEL. w w V =4.7 F.P.S. 1420- a_ 1425- =0.0284 - 1425 ; 0- Q ,00=36.3 C.F.S. Q ,oD=29.8 c.F.s. 1 N m N w - 1420 2 s o_ V =5.1 F.P.S. V =4.2 F.P.S. ZI w z `�6'�� 22.84 INV. 23 10 w w o �' INSTALL 15.38 L.F. �k J 8 21 8 R m m i? m 24" R.C.P. (2000-D) m > w > GJ, O,o 36" PIPE 4.86' 24'' epT SEw� > > > > o ? o ? �TF �°/p 8 oz C) ? (0z NZ .p d", F o - LO N - orn LoLq w z � �� > w c0 � 1'- (0 o � - 0 Lri ) 1415- ± N ± N 1420- - a_ 9��, Z - 1420 0 ° 0 ± ° ± ° *INSTALL 183.04 L.F. 36" R.C.P. (1750-D) *INSTALL 263.02 L.F. 36" R.C.P. (1750-D) LATE RAL" F3 - 1415 Z N m �� Z - HORIZON 1"=20' �� - *INSTALL 53.25 L.F. N w Q ,00 -5.8 C.F.S. INSTALL 31.06 L.F. �kINSTALL 56.59 L.F. VERT: 1 =4 INSTALL 52.50 L.F. cam' INS R.C.P. ( 6 L.F. ) PROFILE SCALES IN R.C.P. .59 L. D) 24" R.C.P. (2000-D) LINE C 24 R.C.P. (2000-D) V =1 .8 F.P.S. HORIZ. 1 "=40' ' TO BE MAINTAINED BY THE VERT. 1 "=4' 1 + 00 2+00 HOME OWNERS ASSOCIATION * CONTRACTOR SHALL PROVIDE 1 +00 2+00 3+00 4+ 00 5+00 6+ 00 7+00 LATERAL99F2 " WATER TIGHT JOINTS FOR PIPE HORIZDESIGNED FOR PRESSURE FLOW NOTE: VERT:01v=4''-20 "H" IS THE DEPTH OF INLET OF OLD N EW PO RT 157 CATCH BASINS MEASURED FROM ROAD THE NORMAL GUTTER FLOWLINE SEE SHEET 2 NORE TO INVERT OF OUTLET PIPE. 5 O w I 20 0?, R �� E �E 3 N S� .�oN R�� 198 15811 G06'4 Q I i F F2' 165 I G >< $ , \ 136 1 i T. 39 I 19 a t 27 I I I o \ \ N N� S1 S(P• 39 159 40 I I I I 2"0 ` _ _' 25k5$�0 N0°E2 5 ST. SZA• 39 199 1+0000 36 I I , \ „ �s o=� t o r- CB• 49� 19k33.3 "F4p 90+00.00 ST. STA. N-5' 39 NO 259j B£Gl q I 32 " j, ,-� 164 �C8 H;5.50� 0 0 I C.B. NO C1 P\- „ b.4� o (W=4, H=4.91') LP�� W 2 32 20' x 30' DRAINAGE 30' 1 w � B a k0059 69 37 -� /A EASEMENT TO TRANS. I o ��,h // N �k00 5 6k21E 200 DEPARTMENT 18 12' 22 11' �� o o� �, / o_ \�'/ 0 /,Sj SAP• 2 V--j. SECO DARY DRAINAGE ESCAPE 32 " FN0�29�9 r FOR HEADWALL DETAILS REFER TO o 0 oX moo' B \"l N N0• k 22 x 7,0 CALTRANS STD. DWG. N0. D 90 / _ 34 \ g M 5 12'6C I G 6 Oy p F 47 N - mN A C � � D D 160 F o96' ¢z 1 I � � W '' 5koo ,;EFzP »�i 2 TANGENT DATA 32.24 TOP 32.24 TOP aO Z o `� 10.2 LP 22 22_ a- N X I I HEADWALL HEADWALL I ± + `� N 34 F c -Cg195 `p t`+ N49 ❑ BEARING DISTANCE co\ rj I + E c� m rn O Z c� ` 4+00 - / Lp a 17 37 � '�' + � �, - ,�� y�, 0 ❑q N00°31'16"E 52.50' + I I CN CD �w FPS 162 �� G s 317 W OL NEWPORT \ 46 C4 E 315 X _ �y.o !1 IT N61°12'12;'E 51.89; ROAD 46 Cq PAD-35.5 a � , ❑ NO3 25 03 W 66.26 SEE SHEET 2 ///// \ / c� �r = � � �•= � / ,� c� F s ` "9�� 1 \ � ❑ m�� . �• D N86'34'57"E 11.63' H=1.9 M (6.24') i NC �0a❑ o '24�' PIPE ❑ N06°57'1.5"E 83.13' 38 °10'26"W 102.21'314 1616o ❑Underground Service Alert 134 r i ` „ BEFORE yo CONSTRUCTION NOTES W �, W ❑ N44'42 25 W 19.98 ,y o 0o Call: TOLL FREE o „ „ � 290 p - �`o�� 0 27 INSTALL TYPE L MARKER o \ OOO CURVE DATA 800 LINE C 31 INSTALL 18 R.C.P. (2000-D) q 231 �� TON NE L=3.8 M 2 2 L=3.8 M }' O� OR DELTA RADIUS LENGTH TANGENT 227-2600 32 INSTALL 24" R.C.P. (2000-D) �� CC COVE 0 (12.5 ) (12.5') 34 INSTALL 36" RCP 1750-D - ( ) �� z 232 OA 64*37'15" 45.00' 50.75' 28.46' TWO WORKING DAYS (36 _CONSTRUCT 2.5' DEEP 1/4 TON RIPRAP; L x W PER PLAN BEFORE YOU DIG CONCRETE HEADWALL DETAIL 37 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C.D. STD. DWG. NO. MH 252 �,� 45 38 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C.D. STD. DWG. NO. MH 254 12°44'22" 45.00' 10.01' 5.02' OWNER DEVELOPER: NO SCALE 39 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300, �o��Q © 12'23'23" 45.00' 9.73' 4.88' MODIFY PER DETAIL ON SHEET 19, LOCAL DEPRESSION PER STD. NO. 311 s SOUTHERN CALIFORNIA SCALE: 1" = 40' 40 PERARLL.C.F'C.DGSTCHAIN D M 80NK FENCE WITH DOUBLE 6' WIDE GATE ��XoOP� 99 99 ❑ 64�52'15 45.00' 50.95; 28.60' LAND MANAGEMENT, INC . 45 CONSTRUCT CONCRETE HEADWALL PER CALTRANS STD. DWG. NO. D 90 ��X000 \ LINE F DE 79 37 42 45.00' 62.54 37.51' ( 1 9 M L=3.8 M) , 31676 RAILROAD CANYON ROAD 0 20' 40' 80, 120' 1 60' 46 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. JS 227 '�� O 11'07 41 90.00 17.48 8.77 CANYON LAKE, CA 92587 47 CONSTRUCT JUNCTION STRUCTURE NO. 6 PER R.C.F.C.D. STD. DWG. NO. JS 231, G 40`31'59" 45.00' 31.83' 16.62' (909) 246-1100 * FAX: (909) 246-1104 MODIFY PER DETAIL ON SHEET 21 (VOTE: SEAL-COUNTY SEAL-ENGINEER- BENCHMARK: WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE CSL ENGINEERING, INC . TRACT 29837 � P 020074 SHEET N0. S QROFESS/pv SHALL NOT COMMENCE UNTIL AN Q�OFES/pN TRANSPORTATION DEPARTMENT RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTIONENC COUNTY 0 F RIVERSIDE GRADINHMENT G PERMIT PERMITPERMIT B END ISOSUED. 4��0�� A OTy� �� APPROVED BY: �,�k�P�� A S�iylF� RIVERSIDE, CALIFORNIA STERLING U92503TE E OF NEWPORT RD. & LINDENBERGER RD. A 1" „ „ ZO y� IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A (909) 785-5122 * FAX (909) 785-5180 STORM DRAIN IMPROVEMENT PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w Y m ca � m ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. o' 33950 Q /� � No. 25917 1984 ELEV.= 1425.301 Q� IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL D * Exp. 6/30/06 * 7 * Exp. 12/31/05 * LINE 9 9 C CX 9� F �9 OF 21 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE SAWr 0 J'J Q K ED A T DATE s P PARED BY: R.C.E. N0. 25917 RK BY DA E AP R. DATE 9T CIVIC �� q� C�VI� \P / �/ E . 12 31 05 SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS OF- CA1\F0� /0-03 FOF CPU\F0� �1• DATE: 9-¢ '0� >� FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 23 /,�- T ENGINEER COUNTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =4 $O. CAL. LAND MANAGEMENT, INC. FILE NO. JN571/571 sip20.DWG/04-12-03/S:40 N . C.B. NO. F1 FINISHED SURFACE OVER 30.93 TICTO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION 30.15 FL N Z STORM DRAIN - - -TO BE MAINTAINED BY THE o = 5+70.47 M.H. N0. 4 HOME OWNERS ASSOCIATION zCD RIM ELEV.=35.5 1430- ti� ,�`'� - 1430 _ M - 1435 FINISHED SURFACE OVER I ,�ti -� II > o' C.B. N O. F4 „ � of 0) w Ln w STORM DRAIN "' �`' 32.so- TC TO BE MAINTAINED BY THE Ir �,�, 100 YR HGL o HOME OWNERS ASSOCIATION TO BE MAINTAINED BY oI LATERAL F 1 i 29.5 TOP oI w + 100 YR HGL ::, 3p 3p �g 31.77 FL TRANSPORTAION DEPARTMENT I HOR1ZrON: 1"=20' OF BULKHEAD ±I r F ,yo �o 1 31.21 VERT: 1"=4-' + - 1425 26.2 BOT. Hc� 1430 t I S, - 22 64 - 1� 24" PIPE ' FINISH SURFACE 0 0 3 „ 77 -5rL c 6 P/�'E 4 ' Q1oo=2.8 C.F.S, 28.5 NORMAL �G\ �``�w `L`��. _ M.H. NO, 4 86 �, 26.07 S_p.0052 I FINISHED SURF E OVER U 100 YR HGL 24„ NV OVER STORM DRAIN RIM=35.5 STORM DRAIN o =1 .6 F.P.S. LAKE WATER SURFACE 3I o o w '> w > w Q too=34.2 C.F.S. \� 23.8 BOT. PIPE 1435 tip, off C.B. No. c1 1420- z Z - 1420 1425- I \Q " �---- 85 1425 I - 1435 I wl N �, a V =4.8 F.P.S. Q �' 36 PIPE S-0.0052 2 TOP 9� w 32.08 TC °0 WATER C.B. N0. F3 !y pA z I 31.08 FL ' (n c� C' o M w z INv -r� 0 32.60 TC 1427.39 100 YEAR z N m N w 23 52 , w m j w > 31.77 FL „ PIPE > 0, z r z_ 23.1 TOP c� 1a m 6'� �� CEO z o0 o c� 8 SEWER 30 95 WATER SURFACE � 30 PER HEG 2 STUDY °p�'16 0 cn � 'Oio °T m > N + + ( m z Z 11, HGC46 NG� 1 430- 100 YR HG h IN,STALL 21.59 L.F.�k 1420- S.-0 v ww a- a- w F z �, w � - � o _ - 1 420 - 1430 O ,- N - + mot �tN ' N o I 28.00 `LAG\, 18 R.C.P. (2000-D) m - - I- Q N �, tJ Pn N w w ,� °' a FINISHED SURFACE OVER _ _ + + C.B.C.B N0. F2 N _ w w + �` �` N (0 N z 8 U CN �t Z Z N Cn n a- r7 N 6L O U w > I S EXIST. GROUND - S 0 0 tick °° STORM DRAIN 30.98 TIC S 0.0050 z + c�i �, , a_ �� ° w m z 25.48 30.15 FL , - NN z z o c� � zoz ca; o STRU /NV, >0000 rri m rn - (0 - z w a, - N o C T URE ,1425- 1430- `° 22.7 TOP - 1430 1415- (D z CN m Z � N r, n (0 N - 1415 5.58' - 142 5 22. TO 6" GAS �h �- %\9617 N N N N C NO (n N Ln NQ100=14.9 C.F.S. 3" GAS `l- \, 100 YR HGL Q 100=2.1 C.F.S: �G + + z z � V =4.7 F.P.S. V MAx 0.8 F.P.S. - 22.3 V73, 4 TOP N N r7 N Q, =14.9 C.F.S. W, r O w wEL. w w - V =4.7 F.P.S. a- Q0 awo N w _ w - - a_ w w Q =36.3 C.F.S. Q too=29.8 C.F.S. I - 1420 1425S� 1425 Un V =4.2 F.P.s. z1420 c� d d a- V =5.1 F.P.S.m w 22.84 INV. 238 21.8 �Op m m w c� INSTALL 15.38 L.F. o z o � 36" PIPE 4.86' � '' )0 OT $„ SEWER o >z O z (0 z Co Z 24" R.C.P. (2000-D) o 0) CN `� U') V) > w cP .= o o o c0 Iri o0 1415- ± N ± N 1420- LiJ Z � ��'0, z - 1420 0 Ln + � + (6 D_ F'A w o *INSTALL 183.04 L.F. 36" R.C.P. (1750-D) *INSTALL 263.02 L.F. 36" R.C.P. (1750-D) LATE RAC f 3 99 - 1415 z to w � Z HORIZON: 1"=20' N m *INSTALL 53.25 L.F. N w Q10o=5.8 C.F.S. PROFILE SCALES VERT: 1"=4' STALL 52.50 L.F.T �� » �, INSTALL 31.06 L.F. *INSTALL 56.59 L.F. 4" R.C.P. (2000-D) LIN E 24" R.C.P. (2000-D) V =1 .8 F.P.S. 36" R.C.P. (1750-D) HORIZ. 1 "=40' 24" R.C.P. (2000-D) TO BE MAINTAINED BY THE VERT. 1 "=4' 1 +00 2+00 HOME OWNERS ASSOCIATION *CONTRACTOR SHALL PROVIDE 1 +00 2+00 3+ 00 4+00 5+00 6+00 7+00 LATERAL" F2" WATER TIGHT JOINTS FOR PIPE HORIZON: 1"-20' DESIGNED FOR PRESSURE FLOW NOTE: H - VERT: 1"=4' 12, x x "H" IS THE DEPTH OF INLET OF OLD NEWPORT x , 1--57 CATCH BASINS MEASURED FROM ROAD N h THE NORMAL GUTTER FLOWLINE SEE SHEET 2 FOR � DATED 10/27/03 & ONWARD ONLY �;_ � E v , _ 0 X. TO INVERT OF OUTLET PIPE. Lj CAD x HUNSAKER Sz ASSOCIATES R'�NS�'�� OQCO o Q 20 ; 1 R V I N E I N C NO SERE `O �`� Y JV r PLANNING ENGINEERING SURVEYING vn GO'��E M Three Hughes Irvine, CA 92618 PH:(949)583-1010 FX:(949)583-0759 X O tn' M X N 44 pti2 158 2' 165 LLJw 5 F 136 2� ��- �� _D x cN LP 4 Z , 27 x ¢ 39 '�� ' X DOUGLAS NYDER RCE 24068 DATE X N� 159 a �o �, S� 1�„ 39 1� 40 ,�"� y 2 00 -� �5k5� NO' Sj SIN. 39 199 O"'CC 36 90+00.00 ST. STA. „ `�s oy �`�; Og -5 1 39 = T1 +33.35 NO „FA„ 9� 39 X I w,4, 164 25. IN BEG/N p�P f - ,o A . - F �J � �� u + C.B. NO C1 N ( ,) ARP` `Lr0• `W- N �• o W=4 H=4.91 �, x / LP` + ��, x - r x �J� 34 4 y P x X O X � ' 45 N N �J� N N3 5 _ h - ? �=s 2 63 X - o 31 �, 32 O x 30' DRAINAGE _ y. ' x �� ' 0� 6 37 163 200 ASEMENT TO TRANS. } 30 3 6 ��,�� / B �yk00 , X � 6k21 x J G iEPARTMENT X ,18 1 L 11 rn o0 0, / o o T S� 2 550 SECO DARY DRAINAGE ESCA i �' 'A 6'`? x ,� o row' G o S� '" 2 V-- Y 1 32 FN� 9�g x FOR HEADWALL DETAILS REFER TO o o" �o / B - .NO' 3k1`LZ� , 31 p G sc tn CALTRANS STD. DWG. NO. D 90 34 M 0 F d 47 A. w_ , D D �Sd�s CN 34 9�j x r -f U C �N 160 i Mo_ u7 C -DER W TANGENT DATA 11 32.24 TOP 32.24 TOP cq z o II a 28 N o '22 X x HEADWALL HEADWALL I + u � x - + c� C N 34 �g1.9� k N49 x ❑ LLJQ X J 1 x ' I + w N " m ' z z - 4+00 _ F BEARING DISTANCE + LLJ M ��, - �� i�' 00°31'16"E .50' f x 37 X Nz - �.w � �S 2 �� s 317 _ 0 LLJ _ N 52 OL EW ORT �� _ 4fi N �; E E 31 5 A y� d- '� �� `' © N61°12'12"E 51.89, ROAD 46 00 v� PAD=35.5 a�o ❑ NO3°25'03"W 66.26' C SEE SHEET 2 vvvvv �.liar �, r. � �,�.� - � � H-1.9 M = � `�'= � � m�� ❑D N86°34'57"E 11.63' (6.24') \\\ P /// \ _-_ _ "-- "� �.`'� '`cS s�o�`�o N06057'15°E 83.13' 1 ern" r�J, 314 0�� 9��N 161 �o�� 38 ❑F N0401O'26"W 102.21' Underground Service Alert 134 CONSTRUCTION NOTES w �W TN44-42-25"W 19.98' Call. TOLL FREELINE �� 0 27 INSTALL TYPE "L" MARKER 1 r OO 290 CURVE DATA 1 -800 - N 331 ��INSTALL 18" R.C.P. 2000-D o N 227-2600 L-3 M 2 2 L- 8 M 6 - 32 INSTALL 24" R.C.P. (2000-D q� 231 O�S�O DRw- DELTA RADIUS LENGTH TANGENT ( ) (12. 34&INSTALL 36" RCP (1750-D) ) C 0 r� KF�YO p 36 CONSTRUCT 2.5' DEEP 1/4 TON RIPRAP; L x W PER PLAN �� 232 OA 64°37'15" 45.00' 50.75' 28.46' 37 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C.D. STD. DWG. N0. MH 252 NCRETE HEADWALL DETAIL © 12°44'22" 45.00' 10.01' 5.02' NO SCALE 5 38 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C.D. STD. DWG. N0. MH 254 39 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300, OWNER DEVELOPER: °" �' ��' _ - © 12023'23" 45.00' 9.73' 4.88' MODIFY PER DETAIL ON SHEET 19, LOCAL DEPRESSION PER STD. NO. 311 a S� SOUTHERN CALIFORNIA 40 INSTALL 6' HIGH CHAIN LINK FENCE WITH DOUBLE 6' WIDE GATE ox�°i pO 64052'15" 45.00' 50.95' 28.60' PER R.C.F.C.D. STD. M 801 �, � LAND MANAGEMENT , INC . _ SCALE: 1 40' 45 CONSTRUCT CONCRETE HEADWALL PER CALTRANS STD. DWG. NO. D 90 LINE�� EO 79°37'42" 45.00' 62.54' 37.51' 31676 RAILROAD CANYON ROAD 46 (H=1.9 M, JUNCTION M) oX \ O 11°07'41" 90.00' 17.48' 8.77' CCONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. N0. JS 227 '� CANYON LAKE, CA 92587 47 CONSTRUCT JUNCTION STRUCTURE NO. 6 PER R.C.F.C.D. STD. DWG. NO. JS 231, ° , (909) 246-1100 * FAX: (909) 246-1104 0 20' 40' 80' 120' 160' MODIFY PER DETAIL ON SHEET 21 G 40 31 59 45.00 31.83 16.62 WORK CONTAINED WITHIN THESE PLANS SEAL-COUNTY SEAL-ENGINEER BENCHMARK: COUNTY OF RIVERSIDE CSL ENGINEERING , INC . TRACT 29837 I 020074 SHEET No. ENCROACHMENSHALL NOT T MENCE UNTIL PERMIT AND/OR A �pQR°AESo/CNq� TRANSPORTATION DEPARTMENT �QROFASS/CNq 1 1 651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTIONCOUNTY ® F RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. F,o T �. ��C, �o s� OF NEWPORT RD. & LINDENBERGER RD. A 1" 20A '�i, � APPROVED BY: P � F RIVERSIDE, CALIFORNIA 92503 YP� 92 m 9yy� (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR STORM DRAIN IMPROVEMENT PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � 33950 Z > r Ty No. 25917 1984 ELEV.- 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL „ 2 /? G * Lj Exp. 6/30/06 * DAT Exp. 12/31/05 " " " " OF 21 S HTS OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE ? ML 10 27 03 SEE SHEET 21A FOR LINE C REVISIONS ,r D A. MAN *� PR AIRED BY: R.C.E. R0. 25/31 _ LINE C RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK E?Y DATE REVISIONS A R. DATE 9TFo�CAi`�F �\P q CIVIL o��P EXP. 12 31 05� SCALE: FOR: W•0. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY CF CAUF/ ATE: " Z9'D� SO. CAL, LAND MANAGEMENT, INC. FILE No. I RECOi�1MENDED DATE RICHARD A. SCIANNI H: 1 =40 V: 1 =4 JN571/5/1 sip20.DWU/04-12-03/S:40 TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION TO BE MAINTAINED TO BE MAINTAINED BY THE BY TRANSPORTATION HOME OWNERS ASSOCIATION TO BE MAINTAINED BY THE TO BE MAINTAINED BY THE DEPARTMENT HOME OWNERS ASSOCIATION HOME OWNERS ASSOCIATION M I Z N ' LATERAL19D399 LATERAL„ D2 „ N HORIZON: ,»=20' FINISHED SURFACE OVER LATERAL D 1 p VERT: 1 =4 ' VERT. 1"=4 -20 FINISHED SURFACE " STORM DRAIN VERT oN:-4 =20 " . W MI OVER STORM DRAIN EXISTING GRouND � 1 o w C.B. NO. D3 OVER STORM DRAIN FINISH SURFACE FINISHED RAN C.B. NO. D2 C" I o ' of 32.56 TC o PAD ELEV=33.5 OVER STORM DRAIN C.B. NO. D1 O� STORM D 32.29 TC o( 32.29 TC _T Z:j a, + r, 31.73 FL o .B. NO. G2 31.46 FL C.B. N0. G1 31.46 FL o 29.50 ol^ __ 31.09 TG �) c� `�� y`'� TOP OF BULKHEAD +IN «�; 30.26-_31.09 FL 30.26 FL FINISHED SURFA OVER riI �� 10o YR +HGL 28 1 435- 32 g ' STORM DRAIN +I 1 - 1 435 1430- 29�� 1430- 100 YR HGL ,yG'� 9S Q 29 �� 1430- �G� •gyp 100 YR HGL Ste,=0.0052 = $� �o _ s=o.o052 c,' 26.87 INV. 28.5 NORMAL NGL �ry ^� NGL 0.005 _-- . . . 28.27 a R.C. l- o, �o BOX r' LAKE WATER SURFACE g0 ti , ,� ^• 100 YR HGL G �o �, °�' 12.11 > > 21 R p51 p� 7 9.79 1430- _ _ `' .�' - 1430 1425- �a 1425 " wP "p• Z P 1430 1425 \ ' 1427.49 100 YEAR 28.70 w F ° ) O� 27.66 INV. A � �. 18 27.27 INV. + WATER SURFACE ;� 18» PIPE. 49 TBH j wUj 0 8 4.2 Z G 8 w PER HEC 2 STUDY 18 PIPE (E.W) TOp S .0036 2 �, � =O 7.5 Z - S ER Q =5.6 C.F.S. r _ OX �' (0 w �� N w Sao° w a V(MAx) =5.0 F.P.S. - Q ,.= C.F.S. z 33 C 1425- 7 TOP w 26 e 2210 TOP - 1425 1420- N m sF Ta,� 1420 z 14�25 1420- �' V(MAX) =4.2 F.P.S. ° Z ,•e•e •oo 2 ,eeee 5 0_ 0 8" SEWER F z �'-' > > w j w j w w QOT 6 GI TOP V a: Q,00=97.0 C.F.S. Q Q,�,=92,7 C.F.S. o - 0050 z z a - a - � o a roFF 4Vq 22• GPS 5 - V(MAX) =5.9 F.P.S.'�a�� P � W °° j � o Q,00=5.4 C.F.S. � o N 6 N �? o ,��\,• v v P V(MAX) -3.1 F. .S. + °- ? + (6 r- z r w r- w N w x > m �, N N V =3.1 F.P.S. N w O ow > o z j h� w m INSTALL 11.39 t.F. o j o mo 00 N m N m INSTALL 44.58 L.F. m -�Ri1 o z - Lo > z - 18 R.C.P. (2000-D) + K - 18" R.C.P.- 2000-D 1420- o �oP » ,, R o z �oQ M � -L z z a . Z 1420 z Q,�=9.3 C.F.s. N N 1420 ( ) 2 24 �0 ,�5 �6 I� + N + `t 0) � Nzin a z03 - I- o pco d z E)C\5 m `L \��. Y + o N + 00 - z - _ Q ,w-4.9 C.F.S. ,.� v Uj j co - INSTALL 11.75 L.F. + cn o + ,. V =3.0 F.P.S. •- N N cfl co Q o z x , m `z o 18" R.C.P. (2000-D) N 0o W z o Q V(MAX) =4.7 F.P.S. 1- > o v �- - 0-_ o� z �n cn + "i INSTALL 36.48 L.F. °° j Q ,m=104.3 C.F.S. N x c� N ;� 4z - ai `r * N N 18" R.C.P. (2000-D) N V(MAX) =5.7 F.P.S. n m z n o +w � INSTALL 126.14 L.F. *CONTRACTOR SHALL PROVIDE o Z L � om 24 R.C.P. (2000-D) WATER TIGHT JOINTS FOR PIPE + co + � + + op 0' NL.F. DOUBLE 3'H x 7.5'w R.C. Box � m � N N w� !� �! DESIGNED FOR PRESSURE FLOW CONSTRUCT 232.79 L. . 0 !! !! ONSTRUCT 40.00 LF OF PROFILE SCALES LINE LINED DOUBLE 3'H x 7.5'W RCB TO HORIZ. 1 "=40' DOUBLE 3'H x 11'W RCB TRANSITION VERT. 1 "=4' 9+00 10+00 0 11 +00 Z 12+00 13+00 1 +00 2+00 3+00 R R J C 1 Q 8" WIDE x 24" DEEP CUTOFF WALL B 48' � �_?0 32.92 TOP FOR HEADWALL DETAILS REFER TO 32.92 TOP 11' 10' h0 1' 1' 44' 1' 1' ' � '� �?m o c HEADWALL CALTRANS STD. DWG. N0. D 84 HEADWALL 6 �� 1 ti°�� 2' PAD=34.5 OLD NEWPORT Q �Z LAKES NQ R-�.� �s so �,• PAD=34.6 X ROAD 51 00 ±m LANE x 3s.7o ---_ ti1�s 4" THICK ,��so W � 39 1 '- I o =////-%// \\\\\\\\= 12" THICK AT TOP- •: : o �i � `: 2-1. I ¢ 11 �` Z DOUBLE 3 Hx7.51h �y 3 z ¢_ -� I I W PAD=34.9r 27.22 - , M I _ PAD=34.9 W I i RC Box s �; 2 Z W I I I \�s\ ///// - - -_ _ FS2�_0 X C.-l� N 2 U in I W o 0 o O° + 41_ 3:1_ H=2.1 M `L j �. N0 36 o o -� I I I 5' P.U.E. (6.9') - I .`1... ss ss € o 0 3 I 95 ::��.;1; �s SECTION B-B 40 I I o + c�. o+ I I PAD=34.6 6 FENCE PER o i �d-: �,r SEPARATE PLAN 2.j:'..:. .: LAKE BULKHEAD NO SCALE I I i I o 0 4" THICK P.C.C. o;o I I o 42 I �" �' o �6, 43 QO� eoeo 42 2 V aee e L=4.3 M 2 2 L=4.3 M 9k�a1 NVC 10 h 11+0 I '`� (14') (14') �'� 1`? �o ?8 2� ELEV. "S" 6' 3� "T' (PER STANDARD) 26p2 A I I-- " - , - - - 12 F00 + ,�a ( ) STORM DRAIN 3 N89'59 6 W 98.53 °' ~' `��' `��' z �O PER PROFILE h - �S• LAKE OPERATING CONCRETE HEADWALL DETAIL 44 8" WIDE x 24" DEEP CUTOFF WALL B „ 0.50� 10+N 0 NOTE: ALL CONCRETE TO BE 4 THICK P.C.C. tj LATERAL D3 WATER LEVEL=28.5 - - 20' x 50' DRAINAGE E 100 - N ' NO SCALE (2000 PSI) de EASEMENT TO TRANS. B P.C.C. (2000 PSI) AND " DEPARTMENT i b 31 N 31 6 ,' N39 56 50 W 23.5D REINFORCED WITH 6 x 6 I �IiEAI r h N LAKE L N ��0 2, 10 x 10 W.W.M. 3' I_ "T' "L" (PER PLAN) 5 - Lim - - ® - _ �" " o I I I M - - `� BOX INLET STRUCTURE DETAIL ! �, 16+02.00 ST. STA 43 �' o ' o € �� C.B. N0. "D3" 39 -6' FENCE PER NO SCALE ELEV. "R" INT. 10+00.00 CLEAR LAKE LANE o ` ' H=4.33') SEPARATE PLAN 94+66.35 OLD NEWPORT ROAD N o I I (W 4, - BAY VIEW (PER PROFILE) W s I ^ ` ' I N N 6' FENCE PER I , 9 6 GRADE BREAK LINE I I LAN E „ 1 o N SEPARATE PLAN I PAD-34.5 3-'' SECTION A - A I # INT. 11+95.96 CLEAR LAKE LANE I I 238 NO SCALE (n d CV z-= 1 0 I 15+97.51 LAKESHORE LANE I 225' 130 I I I = CONSTRUCTION NOTES NI k Q m I PAD=33.5 I o I PAD 33.5 N Lrn "A"I PAD=34. I Uj I ! 97 3:1 I 1 29 5 PUE I I 31 INSTALL 18" R.C.P. (2000-D) ,<€ W N 39 F'-5 P.u.E PAD=34.8 I PAD-33.5 -� I I 32 INSTALL 24 R.C.P. (2000-D) Q - 1 35 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. TS 304 (DOUBLE LA K E S H O R E o 0 0 1 14+52.86 ST. STA 2' BOX TO DOUBLE BOX) WALL THICKNESS AND STEEL REINFORCEMENTS SHALL CONFORM TO OLD NEWPORT ,,, . o , 1 _4:1 39 C.B. No. "G1" �4' 1 , 8' 4I 239 _ _ ~ `O LANE _ , _ PAD=33.5 CALTRANS STD. DWG. NO. D81 (USE SPAN= 3660mm, HEIGHT= 1830mm, 3.0 M ROAD J z � A I C.B. H=7.44) I 5 PUE COVER FROM TABLE) SEE SECTION ON SHEET 19 1 l CONARY DRA NAGE ESCAPE I I I 1F- 14+52C88 SOT."GSA 39 36 CONSTRUCT 2.5' DEEP 1/4 TON RIPRAP; L x W PER PLAN 4.1 SLOPE (SOIL CEMENT) 1+00 N50'01'47"E + { B I 39 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300, 20.50 i (W=4', H=4.59') MODIFY PER DETAIL ON SHEET 19, LOCAL DEPRESSION PER STD. NO. 311 Underground Service Alert 4" THICK P.C.C. (2000 PSI) _ _ _ _ _ _ ! 40 INSTALL 6 HIGH CHAIN LINK FENCE WITH DOUBLE 6 WIDE GATE OR y REINF. WITH 6 x6 #10x#10 WWM W I 32 105.64 I 31 1 PER R.C.F.C.D. STD. M 801 Call: TOLL FREE I I 42 CONSTRUCT DOUBLE BOX 3'Hx7.5'W PER R.C.F.C.D. STD. DWG. NO. BX 402; WALL THICKNESS - + - �� I W �, 16' PRIVATE I AND STEEL REINFORCEMENT SHALL CONFORM TO CALTRANS STD. DWG. NO. D 81. USE -800 =o a , DRAINAGE EASEMENT � I I I 240 W SPAN= 2440mm, HEIGHT= 1220mm, 3.Om COVER FROM TABLE) SEE SECTION ON SHEET 19 227-2600 oo L C'; Z 128 LO I I PAD=33.5 43 CONSTRUCT BOX INLET STRUCTURE PER DETAIL HEREON �Z C5 o m PAD=33.5 I o II + z 44 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG. NO. D 84 (H=2.1M, L=4.3M) TWO WORKING DAYS +`_' ``' d" WCl `�' ``' 47 CONSTRUCT JUNCTION STRUCTURE N0. 6 PER R.C.F.C.D. STD. DWG. N0. JS 231, LINE DBEFORE YOU DIG A o� m " � CR / o 0 0 MODIFY PER DETAIL HEREON 4' 4' 47 N W N m BAY VIEW 51 CONSTRUCT MANHOLE NO. 3 PER R.C.F.C.D. STD. DWG. NO. MH 253 OWNER / DEVELOPER: LANE SOUTHERN CALIFORNIA NOTE: �� TANGENT DATA CURVE DATA LAND MANAGEMENT, INC . SCALE: 1" = 40' PLAN VIEW 'CATCH BASINS H" IS THE E MEASURED PTH OF L FROMLINE ❑ET OF BEARING DISTANCE 0 DELTA RADIUS LENGTH TANGENT 31676 RAILROAD CANYON ROAD ie-mMODIFIED JS NO. 6 DETAIL BOX OUTLET STRUCTURE DETAIL THE NORMAL GUTTER FLOWLINE N84'56'50"W 50.66' OA 45'22'43" 90.00' 71.28' 37.63' CANYON LAKE, CA 92587 0 20' 40' 80' 120' 160' 47 44 TO INVERT OF OUTLET PIPE. (909) 246-1100 * FAX: (909) 246-1104 NO SCALE NO SCALE B N49'55'54"E 37.00' B 5'03'10" 600.00' 52.91' 26.47' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/ON TRANSPORTATION DEPARTMENT QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 F RIVERSIDE ENCROACHMENT PERMIT AND/OR A �O A. p ql 11651 STERLING AVENUE, SUITE E „ GRADING PERMIT HAS BEEN ISSUED. -- �� o Ty Fy AP VED BY• �� Pao s�9�F� RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 „ „ 21 by (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR o Y m o m STORM DRAIN IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 g fv No. 25917 1984 ELEV.= 1425.301 * Exp. 6/30/06 / Exp. 12�31/05 * �, !, ,! ,! 21 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL /4 * '� P PARED BY: R.C.E. NO. 25917 LINE D G OF SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE S J'J CIVIL �Q K D A. DATE �J P EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND :;;ARK BY • DA E AP DATE q�F �� ,�D,. q� CIVIC �� s^ SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS CF Cps\F� F pF CA��FO y fit. . , ,_� C-..� -- g - !`? " „- FOR: W.O. COUNTY ENGINEER OUNTY RECOMMENDED DATE RICHARD A. SCIANNI DATE. H: 1 =40 V: 1 -4 SO. CAL. LAND MANAGEMENT, INC. FILE N0. JN571/571 sip21 .DWG/04-12-03/S:40 TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION TO BE MAINTAINED TO BE MAINTAINED BY THE BY TRANSPORTATION HOME OWNERS ASSOCIATION TO BE MAINTAINED BY THE TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION DEPARTMENT HOME OWNERS ASSOCIATION po I ZCO LATERAL" D3 " LATERAL99D2 " N 99 HORIZON: 1"=20' FINISHED SURFACE OVER LATERAL D 1 o VERT: 1 =4 VERT ON:_4 =20 FINISHED SURFACE STORM DRAIN VERT: 1"=4 =20 �I\ OVER STORM DRAIN EXISTING GROUND o w C.B. NO. D3 OVER STORM DRAIN FINISH SURFACE FINISHED SURFACE C.B. NO. D2 °N° 1 of �I PAD ELEV=33.5 OVER STORM DRAIN C.B. NO. D1 OVER STORM DRAIN � � 32.56 TC o 32.29 TC + 31.73 FL oo C.B. N 0. G2 32.29 TC 31.46 FL C.B. N0. G1 31.46 FL o LO yc c, 29.50 o I" 31.09 TC 31.09 TC FINISHED SURFACE OVER ' TOP OF BULKHEAD ±IN 30.26 FL 30.26 FL �I - 1435 1430- c� `3100 YR HGL 9 �\ 1430- 100 YR HGL c89s Q 29 22 1430- y�9 100 YR HGL $�1 1435- ti2 ,2 rop i STORM DRAIN I +i 15ti.G 2 �� < NG�- ti S=0.0052 N = . . $� O', Qe Zai1 - ' _-- . . . S=0.0052 26.87 INV. ' �- 2 GL �cV(o�� G� 0.005 28.27 ca �°'�v R.C. BOX r'� LAKE WATER LSURFACE gp�• ,IrL N ' ^ 100 YR HGL G 0 �, � � 12.11 � 2�• R 05 0� 9•79' 143 - ��' `�� G - 1430 14 - � s _ wP�E "%� 5? P P - 1430 1425- �N�, A,,��o 1425 a s 2 ' E •► 7.78' 14227.49 100 YEAR 27.66 INV. 28 70 2 5 w r` °` 1b 6 �`$ U 27.27 INV. » m F • + 24.2 2 g0 wl WATER SURFACE . 18 PIPE E,W _,� 18 PIPE .49 TBH z Ld Z � 0 8„ TOp PER HEC 2 STUDY " . . . . . . St0_ 21 50 ,- _ Q ,00=5.6 C.F.S. z 00 0 6 w I ,� FS - c� �`�?p �z �0' �'1 w V(MAX) =5.0 F.P.S. Z Q ,�=3.3 C.F.S. 2 gpX c� r* I, N w w o - 1425- �ooao joP w 6 �. 22.0 TOP - 1425 1420- N m sF 1420- z - 1425 1420- �'� MAX -4.2 F.P.s. 22 ;° 2? GAS 80 r 8" SEWER �F� z w > Zw > w > w ( ) ? � 03 B 6 iq Q1oo=97.0 C.F.S. Q oo 0 N Z - � z m z m � C(1TO�F OT �'22', p,S V z V 5.9 F.P.S.'`°�� \Q/ ,00=92.7 C.F.S. � s= .005o w m > � o Q .=5.4 C.F.S. a r- r- Ln o wgCC �" G �(j 0 - (MAX) r� Q V (MAX) =3.1 F.P.S. +LO IL � z + 0 1 0 N W I� w N w x `L ,, �� w c01 ] m �h', o w co - N N V =3.1 F.P.S. N w o r INSTALL 11.39 L.F. N m N m o D� o > o z > w m w > o o 00 INSTALL 44.58 L.F. OP R m �� o z `� z z o w - 1420 18 R.C.P. (2000-D) a o z z + ri - 1420 18" R.C.P. (2000-D) 1420- � p � „ wp,CE pZ �pP�_Ivw P II or- LO 00 - � - F- w z z o - Q -9.3 C.F.S. > NN 2 4 o N + -t rn M > _ > o � 1- o rn 100- EX\S� 2 I w 2�� . � V 0 o + `D ► Oo z � z -_- Q oo - �_1 w � z cfl -4.9 C.F.S. (� o t° co INSTALL 11.75 L.F. m �.\`� N N oN ± cflcoQ oar ' � mZ + � V =3.0 F.P.S. Li ' N ao z o z x V -4.7 F.P.S. > - o 18 R.C.P. (2000-D) j 6 1 - < _ (MAX) - o V) z o a, + r�i INSTALL 36.48 L.F. 0° > Q/ ,�=104.3 C.F.S. N x (� > N �-po oZ oQj * N N 18" R.C.P. (2000-D) - V (MAX) =5.7 F.P.S. o m CO ? � o J +w + INSTALL 126.14 L.F. * CONTRACTOR SHALL PROVIDE °N0 No z � r o m m om '- 0 24" R.C.P. (2000-D) WATER TIGHT JOINTS FOR PIPE + N + + °° + o o DESIGNED FOR PRESSURE FLOW w o N CONSTRUCT 232.79 L.F. OF DOUBLE SH x 7.5'W R.C. BOX m N N w� !! !! !! !! ONSTRUCT 40.00 LF OF PROFILE SCALES LINE G LINED DOUBLE 3'H x 7.5'W RCB TO HORIZ. 1 "=40' DOUBLE 3'H x 11'W RCB TRANSITION VERT. 1 "=4' 9+00 10+00 0 11 +00 Z 12+00 13+ 00 1 +00 2+00 3+00 R R _j CV Q 8" WIDE x 24" DEEP CUTOFF WALL B 48' � r?o 32.92 TOP FOR HEADWALL DETAILS REFER TO- 32.92 TOP 11' 10' c�0 1' 1' 44' w ' o LA K E S H O R E +Z CALTRANS STD. DWG. N0. D 84 6 1 �0 m HEADWALL HEADWALL R-� F�s� �� 2 PAD-34.6 I PAD=34.5 OLD NEWPORT 51 J W LANE 32 70 -- �' - '`s -- ��-��- `'° 4" THICK Aso 2�� =rrrr-rrrr � s X ROAD N �°' W X FS --- _.. --- - FS , W � m 9 4 ' �� R u, P.C.C. I w � 39 1 1 I =////-%// \\\\-\\\\= 12" THICK AT TOP- -rrrr Z I ► Z I w PAD-34.9 DOUBLE RC BOX 7.5 V, 27.22 I = z o PAD=34.9 I w o 0 Uj o Z = m + I 1 4:1_ 3:1_ H=2.1 M `tiO S �8„ 36 _' o o oao , { I 95 I I _ Ln �--5 P.U.E. (6.9 ) t + + p U II oo ��2`� �'s SECTION "B-B" 40 ; o o + �� o I PAD-34.6 6' FENCE PER o ' F\ '`s "°go I I I I 1 oho �� SEPARATE PLAN LAKE BULKHEAD NO SCALE �000 ti 4" THICK P.C.C. I o ENj� n'• 42+ 42 43 2' 4)/'� . .. LFSgoX '°°°° IG, --- - - - R ° ° ;oo;° 10' '° `° _ - ;�, A { 35 _ `L L=4.3 M 2' 2' L=4.3 M o - _ " " " , h 11+00 " � � '�°� (14') (14') �'/ ,�`? o �� ELEV. S 6 T (PER STANDARD) �602 A - - , - - - ' �� `' s �O 2 PER PROFILE 3' 3 N89'59 6 W 98.53 12.00 rn .\ " " ( ) STORM DRAIN ( CONCRETE HEADWALL DETAIL 8 WIDE x 24 DEEP CUTOFF WALL B tj 10+000© S• o°Oo �, ,� �� LAKE OPERATING 44 NOTE: ALL CONCRETE TO BE 4" THICK P.C.C. 0.50% LATERAL D3 WATER LEVEL=28.5 - - 20 x 50 DRAINAGE 11 00 m - N NO SCALE EASEMENT TO TRANS. s ' \ I B _ 31 " ' P.C.C. (2000 PSI) AND " (2000 PSI) DEPARTMENT x 31 6 N39 56 50 W 23.50 REINFORCED WITH 6 x 6_II #10 x #10 W.W.M. "L" (PER PLAN) " " �I►11EAI _ N LAKE N L N ado , 5 o I BOX INLET STRUCTURE DETAIL I I ' �`�� 16+02.00 ST. "STA < o o C.B. N0. D3 39 -6' FENCE PER NO SCALE 43 ELEV. "R" INT. 10+00.00 CLEAR LAKE LANE s o `-' I (W=4', H-4.33') SEPARATE PLAN BAY VIEW (PER PROFILE) 94+66.35 OLD NEWPORT ROAD N o � GRADE BREAK LINE LANE W 1 ' ' { N- 6' FENCE PER I 9 6 4.1 3:1 1 1 1 SECTION "A"-"A" I p �, SEPARATE PLAN 1 PAD=34.5 Q I o 1 ( I Ck INT. 11+95.96 CLEAR LAKE LANE ; 130 I I 238 NO SCALE Z _ 22.5' PAD=33.5 PAD=33.5 CONSTRUCTION NOTES �„I I ¢ o m 1 O i 15+97.51 LAKESHORE LANE �I I N + � PAD=34.8 I I I w �'`� I t ' 97 I 129 5' PUE 1 1 32 31 INSTALL 24" R.C.P. (2000-D) INSTALL 18" R.C.P.,< , x � N 39 F--5' P.uE. PAD=34.8 3:1 1p _� 44' I (2000-D) w 1J Q N I PAD=33.5 I 35 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. TS 304 (DOUBLE LA K E S H O R E o 0 o I 14+52.86 ST. STA 2 BOX TO DOUBLE BOX) WALL THICKNESS AND STEEL REINFORCEMENTS SHALL CONFORM TO OLD NEWPORT w . o I 4.1 39 C C.B. NO. "Gl" 4' 18, `8' 4a 239 ~ LANE _ _ PAD=33.5 CALTRANS STD. DWG. NO. D81 (USE SPAN= 3660mm, HEIGHT= 1830mm, 3.0 M ROAD Q �� A� �� I (W-4, H-7.44) 1 5' PUE COVER FROM TABLE) SEE SECTION ON SHEET 19 CONARY DRA NAGE ESCAPE I 1�- 14+52.86 ST. STA z N50'01'47"E 2+Ob B I I C.B. N0. "G 2" 39 36 CONSTRUCT 2.5' DEEP 1/4 TON RIPRAP; L x W PER PLAN 4:1 SLOPE (SOIL CEMENT) 39 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300, 20.50 MODIFY PER DETAIL ON SHEET 19, LOCAL DEPRESSION PER STD. NO. 311 Underground Service Alerf ❑ 4" THICK P.C.C. 2000 PSI) _ _ _ _ _ _ _ 40 INSTALL 6' HIGH CHAIN LINK FENCE WITH DOUBLE 6' WIDE GATE BEFORE yo REINF. WITH 6"x6� #10x#10 WWM _ W 1 32 105.64' I 31 I PER R.C.F.C.D. STD. M 801 G Call: TOLL FREE 42 CONSTRUCT DOUBLE BOX 3'Hx7.5'W PER R.C.F.C.D. STD. DWG. NO. BX 402; WALL THICKNESS I 16' PRIVATE ��^' I I $QQ � m DRAINAGE EASEMENT I I I 240 AND STEEL REINFORCEMENT SHALL CONFORM TO CALTRANS STD. DWG. NO. D 81. (USE 227-2soo N� z 128 I � PAD=33.5 SPAN= 2440mm, HEIGHT= 1220mm, 3.Om COVER FROM TABLE) SEE SECTION ON SHEET 19 " " I , 43 CONSTRUCT BOX INLET STRUCTURE PER DETAIL HEREON �Z C5 o+ m PAD=33.5 m o I + z 44 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG. NO. D 84 (H=2.1M, L=4.3M) TWO WORKING DAYS o+� m 1Lrfl BEFORE YOU DIG /� z II ` o �1 c� w /-\ ' 47 CONSTRUCT JUNCTION STRUCTURE N0. 6 PER R.C.F.C.D. STD. DWG. N0. JS 231, LINE CD.0 0 � MODIFY PER DETAIL HEREON 4' 4' 47 Nw N m BAY VIEW 51 CONSTRUCT MANHOLE NO. 3 PER R.C.F.C.D. STD. DWG. NO. MH 253 OWNER / DEVELOPER: LANE SOUTHERN CALIFORNIA NOTE: 99 � � TANGENT DATA CURVE DATA LAND MANAGEMENT, INC . SCALE: 1 " = 40' PLAN VIEW H" IS THE'CATCH BASINSPTH MEASOUREDLET FROMFLINE G ❑ BEARING DISTANCE `� DELTA RADIUS LENGTH TANGENT 31676 RAILROAD CANYON ROAD MODIFIED JS NO. 6 DETAIL BOX OUTLET STRUCTURE DETAIL THE NORMAL GUTTER FLOWLINE ❑A N84'56'50"W 50.66' OA 45'22'43" 90.00' 71.28' 37.63' CANYON LAKE, CA 92587 0 20' 40' 80' 120' 160' 47 44 TO INVERT OF OUTLET PIPE. (909) 246-1100 * FAX: (909) 246-1104 NO SCALE NO SCALE ❑ N49'55'54"E 37.00' B 5'03'10" 500.00' 52.91' 26.47' NOTE: - SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CS BENCHMARK: TRACT 29837 I P 020074- SHEET NO. WORK CONTAINED WITHIN THESE PLANS CSL ENGINEERING, INC . SHALL NOT COMMENCE UNTIL AN QROFESS/oN TRANSPORTATION DEPARTMENT QROFESS/o RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY ® � RIVERSIDE ENCROACHMENT PERMIT AND/OR A c��F, F' ' 0 y�F. P A' �q F RIVERSIDE11651 , CALIFORNIARLING 92503TE E " " GRADING PERMIT HAS BEEN ISSUED. - `�, � T 2 AP VED BY: ��`� 5�9�y OF NEWPORT RD. & LINDENBERGER RD. A 1 21 (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR r m cD `r m STORM DRAIN IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. ml 33950 g V No. 25917 1984 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL s l D S S Exp. 6/30/06 * K D A. * Exp. 12/31/05 * P PARED BY: R.C.E. N0. 25917 LINE " D G OF 21 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIVIV �Q DATE sT P EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DA E Ftou DATE If �� ,��'d� q� CIV1� �� /� SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS of CAL�F� FOF CAO\ �� q SG..M� DATE: ¢�C „ FOR: W.O. COUNTY ENGINEER NTY RECOMMENDED DATE RICHARD A. SCIANNI H: 1"=40 V: 1 =4 SO. CAL. LAND MANAGEMENT, INC. FILE NO. JN571/571 sip21 .DWG/04-12-03/S:40 --TO BE MAINTAINED BY T 0 BE MAINTAINED TO BE MAINTAINED BY THE HOME OWNERS ASSOCI ON B TRANSPORTATION HOME OWNERS ASSOCIATION TO BE MAINTAINED BY THE TO BE MAINTAINED BY THE � PARTMENT HOME OWNERS ASSOCIATION HOME OWNERS ASSOCIATION N I LAT AL" D3 " " TERAL" D2 " _ rq HORIZ „ 1"=20' FINISHED SURFACE OVER LATERAL D 1 HORIZON: 1"=20' FINISHE SURFACE HORIZON: 1"=20' O VERT 1 =4 STORM DRAIN VERT: 1"=4' VERT: 1"=4' o old OVER ST DRAIN EXISTING GROUND C6 i o +Im B. N0. D3 OVER STORM DRAIN �' PAD ELEV-33.5 OVER STORM DRAIN C.B. No. D1-FINISH SURFACE ISHED SURFACE C.B. No. D2 + � 32.56 TC O - 0 STORM DRAIN 32.29 TC + of �, 31 .73 FL o B. NO. G2 32.29 TC 31 .46 FL C.B. N 0. G1 O $' y d' 29.50 o I ^ �� 31 .09 TC 31 .46 FL c� �, y`�d' 0 YR HGL TOP OF BULKHEAD +lcv 36:2� FL 30.26 FL FINISHED SURFAC 0 R - 1435- 32.g STORM DRAIN +� - 1435 1430- 2g °1 1430- _- 10o YR HGL ti 89S Q 2� 22 1430 - y�'o 10o YR H yEgD2 Top I ,� � -� G ,�o NG� l - - - - 2 A�cn' ; 2 =0.0052 o� 0.0052 = �'1 _ s=o.o052 26.87 INV. 28.5 NORMAL NG� r\� NG 28.27 o°'�� R.C. BOX r'� LAKE WATER SURFACE 0 g0� �� , 100 YR HGL HGL `� �. °� 12.11 - 5 G� 9.79 1430- s�' `�� - 1430 1425 - ��s� 1425 - Q 8" wP�ER s�°� 252 P - 1430 1425 - \P� N� 7.78 1427.49 100 YEAR 27.66 INV. 28.70 w % �� 8 \ WATER SURFACE 27.27 INV. 18" PIPF_ j w o+ 24 2 26 G �O cn PER HEC 2 STUDY 18 PIPE (E,W) 4 - TBH m z z m 8,. S Top R S= 036 H 50 z _ - E � � � ° w wER Q10o =5.6 C.F.S. 00 0 5 m ~I P g�X - c�� m N LLI Ste°° o - V(MAx) =5.0 F.P.S. Q ,00=3.3 C. 1425- ° °°o ro w �. 22.o TOP 1425 1 20 - F �o� a z V =4.2 F.P. 0000 22. 14 2 0 - 14 2 5 14 2 0 - (MAX) > W 22 „ GAS 8 SEWER F� z w > z > w > w m 03 e 6 �GP Q 1oo =9 7.0 C.F.S. 'p O N z _ z a- z a- -7 - ciJTOF oT 22 v I- __ oQ Q ,00 =92.7 C S. o S= .0050 w - a - a - CL o F wqL �3„ Gp,S z V 5.9 F.P.S� 3.1 P.S. 00 m z "' o Q o0 =5.4 C.F.S. z '� n Gj - (MAX) _ p 1 O N N O �P V(MAX) + + O W W N W w c-4-� h' o w a_ C° - N N V =3.1 F.P.S. N w x > m C 0 u LINSTALL 11.39 L.F. N m N m o O > o z w m Q oo INSTALL 44.58 L.F. 1420- o �oP PEER Ilz_ OP �P��RI I o z oo Ln z z w z � - 420 18" R.C.P. (2000-D) w o0 Z w + � - 1420 18 R.C.P. (2000-D) 21. W r` 05 rZ z =9.3 C.F.S. > ZA Y� \�J II O N + } _ N - O_ � "� 100 - z N N g ,\S w o+ - o QD + � z z z I-- � Q ,00 =4.9 C.F.S. ,� c� �yl o 'n c� - INS LL 11.75 L.F. m �•�\S N '- N o `N° + (0 CD Q 1 : o z x � m z + r� V =3.0 F.P.S. � � 1 R.C.P. (2000-D) N 00 � z O Q V(MAX) =4.7 F.P.S. > O - o v � � - m = ocn z �, + rri INSTALL 36.48 L.F. �C m z Q10o =104.3 C.F.S. N ox c4 > F-- o � L * N N 18" R.C.P. (2000-D) CN V(MAX) =5.7 F.P.S. m r z Ln xo J +w `n + INSTALL 126.14 L.F. * CONTRACTOR SHALL PROVIDE 00 C14Ln mm om cN CD + � �, � O m '' O 24" R.C.P. (2000-D) WATER TIGHT JOINTS FOR PIPE � 0 DESIGNED FOR PRESSURE FLOW O� N Li1 ± cp N z 0 CONSTRUCT 232.79 L.F. OF DOUBLE 3°H x 7.5 W R.C. BOX °� » �� \�,,---CONSTRUCT 40.00 LF OF PROFILE SCALES LINE LINE D DOUBLE 3'H x 7.5'W RCB TO HORIZ. 1 "=40' DOUBLE 3'H x 11'W RCB TRANSITION VERT. 1 "=4' 9+00 10+ 00 0 11 +00 Z 12+ 00 13+ 00 1 +00 2+ 00 3+ 00 R Q N Q 8" WIDE x " DEEP CUTOFF WALL p W o 0 0 32.92 TOP COALTRANSD STD DWG. NO. DE84T0 6' �1 �°, 32.92 TOP11' 10' S� 1' 1 44' 1' `' f d- 'm �� 0 2' PAD=34.5 OLD NEW RT 5a26� Q �zLAKESHORE N¢ ��h� �,�� HEADWALL HEADWALL s o F. PAD-34.6 w LANE R-� s + 1 �5.7 2./ ti��5 4 THICK x ROAD N �m w X x x \\\\� P.C. s / x cQt o a 39 I o cn `J T =////-%// 12 THICK AT TOP- 11 Z PAD=34.3 DOUBLE 3 Hx7.5 27.22 N �� - w Z ¢o = w I RC BOX o; 2' k PAD 3,4.1 x x w j c o N � = m n I o + + 4.1_ 3:1_ H=2.1 M 36' ' o m - � I I's �; �;' 5' P.U.E. (6.9 ) _ _ I 8„ y I� o 0 0 �� 1 c �` + + 95 �s SECTION "B 40 �' o I PAa 34.1 6 FENCE PER o A Fs o A � � < SEPARATE PLAN 00 : LAKE BULKHEAD NO SCALE CD I CD 42 4 THICK P.C.C. N 4 - 6E�\ R 000 �� 10' i _ - , A 35 _ � =4.3 M 2' 2' L- 3 M - 9kL N. ` � p N \ I N (14') (14 �/ 1 h �8 t A N89°59' O"w 9 3' g 12 00 �' `��' `�`' m �0 2 FOR 0 DATED 10/27/03 & ONWARD ONLY ' - s LAKE OPERATIING CONCRETE HEADWALL DETAIL 8" WIDE x 2 " EP CUTOFF WALL B �y tb+oo.00 LATERAL "D3" WATER LEVEL-28.5 4 NOTE: ALL CONCRETE TO BE H UN SAKE R & ASSOCIATES 20 x 50 DRAINAGE Iv 11 00 --f N - No SCALE ' I R V I N E I N c EASEMENT TO TR/� & 31 \ N 31 ( ) PLANNING ENGINEERING SURVEYING B o P.C.C. 2000 PSI AND DEPARTMENT a 39 56 50 W 23.50 ' - REINFORCED WITH 6" x 6' 1 CLEAR LA LAN �� , #1 o x #1 O W.W.M. Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 • FX:(949)583-0759 > - N fig. 2 x 1 425 p X�� ' BOX INLET STRUCTURE DETAIL } cn o 16+02.00 ST, nSTA 39 43 Z d� > I o o N I C.B. NO. D3 -6' FENCE PER NO SCALE � INT. 10+00.00 CLEAR LAKE LANE - > I � � "' '4�s � �- o (W=4, H=4.33) SEPARATE PLAN BAY VIEW 94+66.35 OLD NEWPORT ROAD N__ o x 13 Q GRADE BREAK LINE ALAS SNYDER RICE 24068 DATE X _ 6' FENCE PER I 9 6 4:1 LAN E I ' I o SEPARATE PLAN PAD=33.9 3'} co �z ZL I I Q > m N o 1 0 � I INT. 11+95.96 CLEAR LAKE LANE I 1 30 ' i 238 - �, ¢ LC) m �, 15+97.51 LAKESHORE LANE 22.5' dT I G PAD=33.3 PAD-33.3 CONSTRUCTION o ww5. + C I. PAD=34.1 425. 5. I - 0 ' I 97 CD u - I 1 29 5' PUE I I 32 31 INSTALL INSTALL 24„ R.C.P. (2000-D) - . I N 39 �--5 P.uE. PAD=34.2 PAD=33.3 44' 0 Q N ` I 22' 22' 1 39 35 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. TS 304 (DOUBLE o 0 o I - 14+52.86 ST. STA OLD NEW O RT w o LA K E S H O R CD = 4.1 39 1 2 BOX TO DOUBLE BOX) WALL THICKNESS AND STEEL REINFORCEMENTS SHALL CONFORM TO RO '- `" LANE I C.B. N0. "G1;' 18' 18 4 PAD=33.3 CALTRANS STD. DWG. NO. D81 (USE SPAN= 3660mm, HEIGHT= 1830mm, 3.0 M Q z � � '- I (W-4, H=7.44) 5' PUE COVER FROM TABLE) SEE SECTION ON SHEET 19 S CONARY DRA NAGE ESCAPE 1 I r- 14+52.86 ST. STA 3 36 CONSTRUCT 2.5' DEEP 1/4 TON RIPRAP; L x W PER PLAN 4:1 SLOPE (SOIL CEMENT) 1+00 N50001'47"E 2+C� B I C.B. N0. "G2" 39 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300, CEME�j� (W-4, H=4.59') MODIFY PER DETAIL ON SHEET 19, LOCAL DEPRESSION PER STD. NO. 311 Under round Service Alert n -9 o 4,� �SO\` 20.50 09 40 INSTALL 6' HIGH CHAIN LINK FENCE WITH DOUBLE 6' WIDE GATE 9 4 THICK P.C.C. �2000 PSI) - ..P�.a--:.:P�a-.-::.o�-.a--:...o � _ _ -- r REINF. WITH 6 x6 #10x#10 WWM 132 105.64 31 1 PER R.C.F.C.D. STD. M 801 Call: TOLL FREE I ° ELEV. "S" 6' "T' (PER STANDARD) LLJ I �,C, 42 CONSTRUCT DOUBLE BOX 3'Hx7.5'W PER R.C.F.C.D. STD. DWG. NO. BX 402; WALL THICKNESS + 16' PRIVATE -800 0 :o (PER PROFILE) 3' I DRAINAGE EASEMENT r �' 240 AND STEEL REINFORCEMENT SHALL CONFORM TO CALTRANS STD. DWG. NO. D 81. (USE STORM DRAIN �� o j ��„ SPAN= 2440mm, HEIGHT= 1220mm, 3.Om COVER FROM TABLE) SEE SECTION ON SHEET 19 227-260D - ► ai _ 128 PAD=33.3 43 CONSTRUCT BOX INLET STRUCTURE PER DETAIL HEREON ?°a v'.a v .a� � oo Nan rn z � cD � P 3 TWO WORKING DAYS 4" THICK P.C.C. - m = - _ , L=4.3 ) 0. 0 �Z Z i o w D 33 � ' o + Z 44 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG NO D 84 H 21M P� LINE D 5 � 2000 PSI BEFORE You DIG ( ) :.: o� mJ o w 47 CONSTRUCT JUNCTION STRUCTURE N0. 6 PER R.C.F.C.D. STD. DWG. N0. JS 231, ~ �•\ _ I- '- + o o w MODIFY PER DETAIL HEREON 4' , 4 - _ T L (PER PLAN) „5„ 47 w N m BAY VIEW 51 CONSTRUCT MANHOLE NO. 3 PER R.C.F.C.D. STD. DWG. NO. MH 253 --III= I`- LANE OWNER / DEVELOPER: ELEV. "R° NOTE: TANGENT DATA CURVE DATA SOUTHERN CALIFORNIA PLAN VIEW (PER PROFILE) "H" IS THE DEPTH OF INLET OF � � � � LAND MANAGEMENT INC . SCALE: 1 = 40 CATCH BASINS MEASURED FROM LINE ❑ BEARING DISTANCE O DELTA RADIUS LENGTH TANGENT 31676 RAILROAD CANYON ROAD W " "-" " THE NORMAL GUTTER FLOWLINE _-_ _ ° " ° " CANYON LAKE, CA 92587 ' MODIFIED JS NO. 6 DETAIL SECTION A � ❑A N84 56'50 W 50.66 OA 45 22 43 90,00' 71.28' 37.63' 909 246-1100 * FAX: (909 246-1104 O 20' 40' 8o, 120' 160' NO SCALE 47 NO SCALE TO INVERT OF OUTLET PIPE. ( ) ) © N49055'54"E 37.00' B 5003'10" 600.00' 52.91' 26.47' -- COUNTY of RIVERSIDE CSL ENGINEERING , INC . TRACT 29837 IP 020074 SHEET No. SEAL-COUNTY SEAL-ENGINEER BENCHMARK: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/o - ENCROACHMENT PERMIT AND/OR A �� A• o �l p A. Nq 1651 STERLING AVENUE, SUITE E RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY OF R 0 � E R S � D E 21 A GRADING PERMIT HAS BEEN ISSUED. cv``L ��''� TSB F2 APPROVED BY: `� Q Sci�t�` RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 ;� 9y�� (9�)9) 785-5122 * FAX. (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR STORM DRAIN IMPROVEMENT PLANS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 `� No. 25917 m 1 9 s IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL , Ex 6 30 06 `�'� �� EXP. 12/31/05 1 984 ELEV.= 1 425.30 ML 10 27 03SEE SHT. 21 1; FOR REV. TO LINE "D" & LAT"D-1" & 'D-2" to * P / / * � * * PR- ARED BY: R.C.E. N0. 25917 L= N E D G OF 21 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE - - -- - �!J Q K L_ED THMAN DATF s RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK EiY DATE P DATE qTF �Ivl� ��\ �0� �l CIV(1 �� EXP. 12 31 05� SCALE. REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY OF CA\�F FOF °� „ FOR: W-0. COUNTY RECOMMENDED DATE CA1�� DATE: "Z -� .-_. ._. H: 1 =40' V: 1 =4 SO. CAL. LAND MANAGEMENT, INC. FILE N0. RICHARD A. SCIANNI JN571/571 sip21 .DWG/04-12-03/S:40 s w Q ,00 -104.3 C.F.S. Q ,00 -97.0 C.F.S. TO BE MAINTAINED � TO BE MAINTAINED BY THE � o \/ - - TO BE MAINTAINED F TO BE MAINTAINED BY THE BY TRANSPORTATION Q I HOME OWNERS ASSOCIATION oI V (MAX) -5.7 F.P•S. V(MAX) =5.9 F.P. S. BY TRANSPORTATION HOME OWNERS ASSOCIATION DEPARTMENT 0 0 l o C5' w �, TO BE MAINTAINED TO BE MAINTAINED BY THE DEPARTMENT g N I c� I � ± Q BY TRANSPORTATION HOME OWNERS ASSOCIATION �I olmc + � _ z o � o w FINISHED SURFACE Q \ �z DEPARTMENT m FINISHED SURFACE z OVER NORM DRAIN �I v m ,n I TO BE MAINTAINED BY THE qv OVER STORM DRAIN O,o z , Cj n I HOME OWNERS ASSOCIATION " ' ' U + W << I N I ' N _. rnTO B MAINTAINED BY THE g j�� a �� op.=L; HOMEOWNERS ASSOCIATION 430 HGL � -,. N w r° � �_._-. _�..__..�.._.__.�._-- - a_ �_., _ 0 100 1427.39 100 YEAR oNo o O WATER SURFACE t- _ _ m + 00 PER HEC 2 STUDY = { I o S� 0 0020 t _ I oaoo FINISHED SURFACE OVER _ ry __t_ �' FINI HED SURFAC I s-o.o1 EXIST. GROUND -= �I - OVERSTORM DRAIN 32.9 STORM DRAIN w - +I __ 22.7 TOP 22.7 TOP I HEq 2 TOp _. �� FI ISHED SURFACE C.B. NO. D2 C.B. NO. D3 22.7 TOP 2,2.7 TOP 3" GAS 6 GAS Dltiq�C „�`1•'�p y��o 28.27 FG C.B. NO. D1 OVER STORM DRAIN 31 .86 TC 32.56 TIC 6 GAS 31 .03 FL 31.73 FL 3 GAS < HGL 31 .86 1 mod, 22.3 TOP cn cn o �� pv 31.03 FL ycl �� y�� 22.3 TOP cn (3) 4 TEL. yc< .�� \ per, 100 YR HGL �p� �� .� �, G� �100 YR HGL L� (3) 4" TEL. 0 _ U • 1 1420 1427.49 100 YEAR 430 3 c� II 100 YR HGL �$• G� 29 G� N �042� o g 28.70 ( \A N WATER SURFACE , �1 72 T�,o o II PER HEC 2 STUDY - T=f 2- 1 TBH ZB S_o o2g -- S=0.0108 S� II /y 9T I II = 4 2673-fNV. �" S=10.0036 PIPE �(�.49 27.50 NGL �� 26.87 INV. II �� II X <t F,Q Q o Q 18 PIPE E,W - Q o a w w _ _ --� Q FS 9.79' i R.C. BOX 12.11' z z °°°° 22.7 TOP w 2 0�. gG 22.0 TOP �N� 7.78' � - - > > I ,0000 z �, z ; z 22 03 ° ° 6„ GAS P 8 8" SEWER 26 �`��0�' wi �� z z z z (n o - C/) N - C0 T O 7. 22 1 V pQ 100 - Fi > W - m o r` z B Z Q -92.7 C.F.S. G• o m 1 z w LC) 00 - Co w Ln _o t� C'cF Witt3„ G PS 5 z �� 00 N U + U + N `L�;, ��-\' > OJ C� �. �P V(MAX) =3.1 F.P.S. F-� I z N o N I N N W LL N Li N N I W O z Z O > m W r m z Q ,00 =3.3 C.F.S. r c �,, .0 Z w `�' w N Z C� N W d W a � O , O � W W W O� C� m - 1 ^ RI I ' z� - w > . 0-ram _ m c� V -4.2 F.P.S. N a S a w _ _ 2 I ""� z `OP � R II co'., z cn z �`� 00 00 � � z > E_ a > o � �s > w > w > w (MAX) wi c�'/y� .o z W z °- CD II y II w w 21� � I�IN NQ ,�° z0Lo + co ;n � zz a- z �� zm zo � z � z ° � w b � w o _ N m Ito x I I x m m �'�S w co Q N o + z x , - a_ ,� a_ i ,� w `` m w U m w_ _. Q I_ o Q oo w a - '- C° m N .- N o' z o 5.6 C.F.S. O N o U f N IN O O , m MAX E cfl N COS o `D C o x � '- � = V -5.Q' F.P.S. o z N .% > O O O p ( ) - co W c0 W N W J o U > s > ao N z o o m o xo N x �' > N ~ N W N m N m INSTALL 11.39 L.F. o st o co J o N I c (0 y X INSTALL 44.58 L.F. „ O o Q o O Q � - o r� om m z w + + z N 7 r� _ �1 p wR.C.P. ( 000- ) + + + INSTALL 228.06 L.F. 24" R.C.P. (2000-D) "� o _ + + + o F z Ln S m m 18 R.C.P. (2000-D) 18 RCP 2 D Io W `c' c° '� o Q ,00 =4.9 C.F.S. W W a� N co N z INSTALL 11.75 L.F. �- + o m o W CONSTRUCT 141 .51 L.F. OF + + oo +° o o �-- DOUBLE 2'H X 7.5'W R.C. BOX C° N w� U(MAx) =4.7 F.P.S. 18 R.C.P. (2000-D) Q '� CONSTRUCT 7.00 LF OF CONSTRUCT 84.28 L.F OF » » ONSTRUCT 40.00 LF OF I INSTALL 3.57 L.F. _J INSTALL 5.75 L.F. M1 J DOUBLE 3'H x 7.5'W RCB TO DOUBLE 3'Hx7.5'W R.C. BOX LINE DOUBLE 2'H x 7.5'W RCB TO I 18" R.C.P. (2000-D) 18" R.C.P. (2000-D) 1 DOUBLE 2'H x 7.5'W RCB TRANSITION DOUBLE 2'H x 11'W RCB TRANSITION ( I ..._.d,._..:.. .... _ _ - 1 + 00 2+ 00 9+ 00 10+ 00 11 + 00 12+ 00 13+ 00 LATERAL" D 1 " LATERAL" D2 " LATERAL D3 CONSTRUCTION NOTES 9> >> SPAN =7.5' SPAN =7.5' » » HORIZON: 1"=20' HORIZON: 1"=20' HORIZON; 1"=20' 31 INSTALL 18" R.C.P. (2000-D) LINEC � LATERAL D1 11+61.51 VERT: 1"=4' Z VERT: 1"=4' VERT: 1'=4' 32 INSTALL 24" R.C.P. (2000-D) N 49028'44" W 21 .54' BEGIN BOX TRANSITION �'CD LAKESHORE oZ 35 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. TS 304 (DOUBLE OLD NEWPORT 51 LANE N BOX TO DOUBLE BOX) WALL THICKNESS AND STEEL REINFORCEMENTS SHALL CONFORM TO T2-6" 6" 2' T2-6" 1.85' X ROAD w X CALTRANS STD. DWG. NO. D81 (USE SPAN= 3660mm, HEIGHT= 1830mm, 3.0 M W I NIILLJ _ 1 1 I m 9 4 COVER FROM TABLE) SEE SECTION HEREON OLD NEWPORT - �' `� 39 36 CONSTRUCT 2.5' DEEP 1/4 TON RIPRAP; L x W PER PLAN I ROAD "' _ W 2% 2% r -III I s � _: Z_ N � �PAD=34.1 w I � I � PAD=34.3 39 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300, CI SEE SHEET 2 °' I MODIFY PER DETAIL ON SHEET 19, LOCAL DEPRESSION PER STD. NO. 311 W o 0 0 m + I + 4:1_ 3:1_ 40 INSTALL 6' HIGH CHAIN LINK FENCE WITH DOUBLE 6' WIDE GATE W �� N - � - _ 36 o I I + ", Z 20 ,r, o _ C, - o ; �' 5' P.u.E. g 5 PER R.C.F.C.D. STD. M 801 o I I w W I 42 CONSTRUCT DOUBLE BOX 2'Hx7.5'W PER R.C.F.C.D. STD. DWG. NO. BX 402; WALL THICKNESS o I u ° o `ii N + o ii 40 I o o ± o I PAD=34.1 AND STEEL REINFORCEMENT SHALL CONFORM TO CALTRANS STD. DWG, N0. D 81. (USE 0"3 _ _ m_ DOUBLE 2 H X 7.5 W R.C. BOX 0 SPAN= 2440mm, HEIGHT= 1220mm, 3.Om COVER FROM TABLE SEE SECTION ON SHEET 21A °° W I Q cS o o I o 42 43 CONSTRUCT BOX INLET STRUCTURE PER DETAIL HEREON wl w ¢Cn 46 Y �� NO SCALE "';LLj o° 0 551 I N 43 2 U) c�LLJ , g�G\Nl0' ° 4 ° A 35 44 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG. N0. D 84 (H=2.1M, L=4.3M) �N \; _ rm N �°� 45 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG. NO. D 84 H=2.1M, L=4.3M N I I ° I . 12."oo o I I 1 Q �6�ti A N 00 31 16h 98.53' fS° 46 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER R.C.F.C.D. STD. DWG. N0. JS 227, +� 40 c� 20 x 50 DRAINAGE 10+OOD �� 7) " 36 I I I 3 A31 o EASEMENT TO TRANS. __ N LATERAL D3 47 CONSTRUCT JUNCTION STRUCTURE N0. 6 PER R.C.F.C.D. STD. DWG. NO. JS 231, 20' x 30' �I C I I I N SPAN -11' SPAN -11' DEPARTMENT i I I 1 00 B 31 N 50°3426" E 23.50' MODIFY PER DETAIL HEREON I 31 \ N 6' SAKE OPERATIING DEASEMENT 0 o - - - _ _ _ _ _ _ _ _ _ _ o =0 1� 51 CONSTRUCT MANHOLE NO. 3 PER R.C.F.C.D. STD. DWG. NO. MH 253 I EAI N LAKE LAN � 2, WATER LEVEL=28.5 TO TRANS. - - - - - - - _ o � 0 DEPARTMENT -, I I _ o I,� i o 54 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. TS 304 (DOUBLE w 45 N I 16+02.00 ST. STA 39 BOX TO DOUBLE BOX) WALL THICKNESS AND STEEL REINFORCEMENTS SHALL CONFORM TO 63 '� 8 w �' o z o �� CL C.B. NO. "D3' -6' FENCE PER CALTRANS STD. DWG. NO. D81 (USE SPAN= 3660mm, HEIGHT= 1830mm, 3.0 M 30 w 31 T2=8" 8" 2' T2=8" 1.78' INT. 10+00.00 CLEAR LAKE LANE o N I (W=4', H=5.13') SEPARATE PLAN COVER FROM TABLE) SEE SECTION HEREON 18 12' 22 11' Q E 32 94+66.35 OLD NEWPORT ROAD o - ¢ I 9 6 55 CONSTRUCT DOUBLE BOX 3'Hx7.5'W PER R.C.F.C.D. STD. DWG. NO. BX 402; WALL THICKNESS \ + o 1 ` ! N N Ln 6' FENCE PER 4:1 3:1 AND STEEL REINFORCEMENT SHALL CONFORM TO CALTRANS STD. DWG. NO. D 81. USE 1 0 SEPARATE PLAN I PAD=33.9 3.Om COVER FROM TABLE SEE SECTION ON SHEET 21A rl ¢ �- 222% _2% o I CV SPAN= 2440mm, HEIGHT= 1220mm, ) o Z = '� 0 I I INT. 11+95.96 CLEAR LAKE LANE "I �; ¢I o w om _ N � 11 PAD=34.1 I I 15+97.51 LAKESHORE LANE 8" WIDE x 24" DEEP CUTOFF WALL B w '< 46 I, CV I I 97 6' 11' 10' Q 39 f--5' P.U.E. PAD=34.2 R ,S OLD NEWPORT 2 ROADLINE CDOUBLE 2'H x 11 'W R.C. BOX WI - W w R R 32,70 � -- >r SEE SHEET Z NO SCALE SEE SHEET 21 OLD NEWPORT Q z LAKESHORE 48' I " Fs ___ -,z - . FOR HEADWALL DETAILS REFER TO ROAD LANE 1' 1' 44' 1' 1' 12 THICK AT TOP- CALTRANS STD. DWG. N0. D 90 =27.22 ti PAD=34.6 PAD=34.5 �2 o.:.FL o a' a 32.24 TOP 32.24 TOPLINE D ��-��= 2 15� „ -oa=iai - - -_ _ FS 32.92 TOP FOR HEADWALL DETAILS REFER TO 32.92 TOP HEADWALL /11�5WALL �� S 4 THICK CALTRANS STD. DWG. NO. D 84 F Uncierground Service Alert HEADWALL HEADWALL o :. �� :-. -� P.C.C. �-- Call: TOLL FREE DOUBLE 2'Hx7.5'W \\\\=\\\\= SPAN =7.5 SPAN =7.5 2, o RC BOX _ n 2:1 ' _800 \\\\� 24" R.C.P. . ///// °° °° LAKE BULKHEAD - H-2.1 M \\\\\ H (6.2 0)M �8„ - 4" THICK P.C.C. t` . 50 Q 227 2600 - - _ _ TANGENT DATA .:: z _:_: : =: :--s ti�FS (6.9 ) _ ! SECTION „B_B„ - --- - _ Ll TWO WORKING DAYS __ _ __ R C BEFORE YOU DIG T2=6" 6" 3' T2=6" 2.85' BEARING DISTANCE �o ^T h T a NO SCALE ��, 60 26•o N05°34'26"E 50.66' 8" WIDE x 24" DEEP CUTOFF WALL B z OWNER DEVELOPER: ��°c, ��o ZFG FC 2% _2% © N49055'54"E 37.00' CURVE DATA NOTE: ALL CONCRETE TO BE SOUTHERN CALIFORNIA L=4.3 M 2' 2' �4.3 M (12.5') M 2 2 (12.5')M � © N00°31'16"E 228.06' DELTA RADIUS LENGTH TANGENT REINFORCED WITH 6NDx 6" 0Dc (14') (14 ) °° ` ' ° O #10 x #10 W.W.M. �J C\ LAND MANAGEMENT , INC . CONCRETE HEADWALL DETAIL ❑D N44 28'44"W 4.24' O 45022'43" 90.00' 71.28' 37.53' BOX INLET STRUCTURE DETAIL 31676 RAILROAD CANYON ROAD CONCRETE HEADWALL DETAIL 45 ° „ Z Q CANYON LAKE, CA 92587 44 NO SCALE DOUBLE 3'H X 7 5'W R.C.RCBOX 10 N48 59'06' E 6.42' © 5 03 10" 600.00' 52.91' 26.47' NO SCALE (909) 246-1100 * FAX: (909) 246-1104 NO SCALE MODIFY PER DETAIL ON SHEET 21 NO SCALE a NOTE: SEAL--COUNTY SEAL-ENGINEER BENCHMARK: o WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE H U N S A K E R & ASSOCIATES TRACT 2 9 8 3 7 0 P 0 2 0 0 7 4 SHEET No. o SHALL NOT COMMENCE UNTIL AN QROFESSlpN TRANSPORTATION DEPARTMENT Q�OFESS�oN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION Q ENCROACHMENT PERMIT AND/OR A t�0 o p . oT q� �o GNPs sNy �� I R V I N E I N c " COUNTY O F R 0 V E R S � � E 2 . z _ GRADING PERMIT HAS BEEN ISSUED. c� �`� APPROVED BY: �� of of F� 1 OF NEWPORT RD. & LINDENBERGER RD. A 199 a� a PLANNING ■ ENGINEERING ■ SURVEYING IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE A THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR c5 Y T z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 '� w N0. 24068 m Three Hughes ■ Irvine, CA 92618 ■ PH: (949) 583.1010 ■ FX: (949) 583-0759 S T 0 R M DRAIN I M P R 0 V E M E N T PLAN Ex 6 30 os Z /.�� Exp. 12/31/05 1984 ELEV.= 1425.301 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL �BY4 0 27 03 SEE SHEET 21A FOR LINE "C" REVISIONS �? o y P / / * KA4!�i I PREPA Y / R.C.E. N0. 24068 L � NE C CD OF 21 SHTS 6OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ' Q MAN DATE � 6 EXP. 12 31 05 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK DATE AP DATE q�FpF ICA��F - Z� 9T oC/vi�f �� SCALE: on- REVISIONS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. CAL1 DATE: FOR: W.0. COUNTY95n- ENGINEER COUNTY RECOMMENDED DATE OU S SNYDER H: 1 '=40' V: 1 =4 SO. CAL. LAND MANAGEMENT, INC. FILE N0. L:\29837\STORM\29837-SHT22.dwg w - Q oo =104.3 C.R.S. Q100-97.01 C.F.S. I f 3 TO BE MAINTAINED TO B MAINTAINED BY THE o 1 - - I TO BE MAINTAINED I TO BE MAINTAINED BY THE o v 5.7 F.P. v -5.9 F.P.s. BY TRANSPORTATION HOME OWNERS ASSOCIATION BY TRANSPORTATION t HOME OWNERS ASSOCIATION O1 = (MAX) - (MAX) - p DEPARTMENT 0 10 �' `� �, TO BE MAINTAIN -__D TO BE MAINTAINED BY THE I DEPARTMENT I I + Y 0 1_ � . CS of + Q 1 BY TRANSPORTATION HOME OWNER ASSOCIATION I 010 p FINISHED SURFACE FINISHED SURFACE Q J � � TO BE M NTAINED BY THE m ` ' OVER STORM DRAIN Lo � � OVER STORM DRAIN � \ �t DEPARTMENT - I -� + z t �, I HOME 0 ERS ASSOCIATIONEl Z C 4I• f ♦ a I IN, _ fl TO B MAINTAINED BY THE I I '�6 0 HOM OWNERS ASSOCIATION k " s HGL 1427.39 10,0 YEAR 'O� i.�,L e 10 F L allo o v+Ic • WATER SURFACE + rn + k PER HEC 2 SOU©Y S=0.0020 �- f F NI HED SURFACEs-o.01 '°°°° FINISHED SUR A OVER EXIST. GROUND N'I STORM DRAIN ° 22.7 TOO, 32.9 STORM DRAIN +I 22.7 TOP „ k yEq 2 Op "� �`L FI ISHED SURF CE C.B. N0. D2 22.7 TOP 6 GAS t I 2 56 OTC D3 22.7 TOP 6" GAS Dwq ��. r'd� 28.27 - G C. . NO. D1 R STORM D AI 31.86 TC 3 GAS i F o -----, I F 31.03 FL 1.73 FL 3 GAS 31.86 TC 1 �� C5 31.03 FL I y 22.3 TOP U) cri < v' HGL o c '�j �' Uj 22.3 TOP Co c�ti (3) 4" TE y �. OO YR HGL �O �, �' ,�� 'y�,l ' �100 YR HGL LL_ (3) 4" TEL. L- C _ r 2 G� I GL 2p i co d 1427.49 100 YEAR 2874 I N O `''6,, �' 70 N 4 rri WATER SURFACE - I _ � 49 TBH 2$�1 S_o _ .0108 I S_0.0272 N `�F''� `' �� _ 26 26.87 INV. 11 I �-9 '° 11 II PER HEC 2 STUDY -�T'f 2 .O S 0 , Il � II - - _ - - - - - �73�fNV:' "' S=0.0036 --- 27� GL �� 2. Q F Q [ o a 18 PIPE E,W IRE 0 o o a 'f' J I ��FS 9.79' R.C. BOX 12.11' 'Q m ? 0000 2.7 TOP w 26 -(. 22 0 TOP \�� 7.78' 220.00 2„ GAS ao- 8� 8" SEWER 6 `$ 0�' w E - - - - p (n o z v) N z CST `3 pr 622 �OP V E-- pQ �- Q1oo =92.7 C. G. 8 ; F z z ©F - p (n o (n F G PS z ; ,`�v w co "' °° �' 1 qC� 3 �rL �, > - v '� Q V(MAx) -3.1 F.P.S. Z °- � CL Z N N w U ± N U N N t w o z z o > °° �Lh, w r m z Q 1o0=3.3 C.F.S. - N 8��p o w w $N ry o_ O rn m m EFZt I 0 z z > � > z v c� r` >,N w 0_ o Iw .._._.- .W _ -_ z_ _. - - - _ .._. Uj ►7 Gj Co Z z ~In � - F- > O �_ _ _ - (MAX O- > w Z Z w II II w w 2�• c,� �6 �y� N MQ zo (o + � � � zz Z �� Z � z0- z_ � °- F'p 0 o N I I LI Co \ c cr c� p + .- - - w w m o X o x m E� luLLJ n ►- cc, Q .- N - coQ r 0zx Q1oo =5.6 C.F.S. � w ,,� w ,ow Co V mLij 00 0' z o 0 0 , o co v p cv N � `" � i- - r; �_ V =5.01 F.P.S. � o r` 0 r` 0 z r- 1N , o C1 > > o 10 m (Max) e z co w co w w t co Co o 06 N z O O m o o N' xo c�' N F-i� N w N m N m INSTALL 11.39 L.F. o _I o sco INSTALL 44.58 L.F. Q+ , + I - 0 '� z o m 1 n m n ? n " w I 18" R.C.P. (2000-D) + + �+ ,,1 oo N 1 + - N m m 18 R.C.P. (2000-D) + + It ! INSTALL 228.106 L.F. 24 R.C.P. (2000-D) c.1 o p + 0 + fl z r` o w o z co - o Q 100 4.9 C.F.S. W ' LJ rn N m �` LiJ + w �" o p INSTALL 11.75 L.F.CONSTRUCT 1 1 .51 L.F. OF co N Z o I �- � � m � N V -4.7 F.P.S. I DOUBLE 2 H 7.5 W R.C. BOX '''�-' (MAX - I �18 R.C.P. (2000-D) � Q CONSTRUCT 7.00 LF 0 CONSTRUCT 84.28 L.F (3F '1'1 --CONSTRUCT 40.00 LF OF INSTALL 3.57 L.F. J INSTALL 5.75 L.F. J DOUBLE 3'Hx7,5'W R.G. OX' , f 18" R.C.P. (2000-D 18" R.C.P. 2000-D) } DOUBLE SH x 7.5'W 4B TO INE D DOUBLE 2,H x 7-5 W RCS TO ) I ( I DOUBLE 2 H x 7.5 VV R B TRANSITION _. _ DOUBLE 2 H x 11 W RCB TRANSITION 1 +00 2+00 9+00 1 0+00 1 1 + 00 12+00 13+00 LATERAL" D 1 " LATERAL" D2 " LATERAL D3 CONSTRUCTION NOTES > >> SPAN =7.5' SPAN =7.5' » » HORIZON: 1"=20' HORIZON: 1"=20' HORIZON; 1"=20' 31 INSTALL 18" R.C.P. (2000-D LINE C LATERAL D1 VERT: 1"=4' VERT: 1"=4' VERT: 1'=4' „ N 49°28'44" W 21.54' BEGIN BOX TRANSITION �'.� 32 INSTALL 24 R.C.P. (2000-D) LAKESHORE +¢ 35 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. TS 304 (DOUBLE OLD NEWPORT 51 LANE N BOX TO DOUBLE BOX) WALL THICKNESS AND STEEL REINFORCEMENTS SHALL CONFORM TO T2-6" 6" 2' T2-6" 1.85' X ROAD W X CALTRANS STD. DWG. NO. D81 (USE SPAN= 3660mm, HEIGHT= 1830mm, 3.0 M - - W; � II QI I � j W 39 11 a � 0 9 4 COVER FROM TABLE) SEE SECTION HEREON OLD NEWPORT 36 CONSTRUCT 2.5 DEEP 1/4 TON RIPRAP' L x W PER PLAN �I 3 0 ° _ I z PAD=34.3 Z ' ROAD 3-n-.Z3 W 2% PAD=34.1 w I I W 39 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. 300 - �- X ' '' - I ON SHEET 19 LOCAL DEPRESSION PER STD. NO. 311 o � � o n MODIFY PER DETAIL SEE SHEET 2 "� O �, ``'I I � �' `�' "' z = c� I 40 INSTALL 6' HIGH CHAIN LINK FENCE WITH DOUBLE 6' WIDE GATE w co z (V;n i,�n 36` o I I o 0 o a; mM ± I I , 4:1_ 3:1 o I I I "' = 20 o v = w v w - + + o c5 „ 5 P.U.E. 95 PER R.C.F.C.D. STD. M 801 o F- o, oo_ - - ,ri n „ o 0 3 I 42 CONSTRUCT DOUBLE BOX 2'Hx7.5'W PER R.C.F.C.D. STD. DWG. NO. BX 402; WALL THICKNESS ¢I 3 ,`� Z = + Z = 40 ° �' I r ± �� o I o PAD=34.1 AND STEEL REINFORCEMENT SHALL CONFORM TO CALTRANS STD. DWG. NO. D 81. (USE ± m_ _ W m_ _ DOUBLE 2'H x 7.5'W R.C. BOX I I I I. I �`'��°� SPAN= 2440mm, HEIGHT= 1220mm, 3.Om COVER FROM TABLE) SEE SECTION ON SHEET 21A ,� °° v ¢ v o ° I I o 42 43 CONSTRUCT BOX INLET STRUCTURE PER DETAIL HEREON wl I I w Q cn J QY U) J NO SCALE .� I '�''° 55 I `N 43 2, Z I I .� 6 �o A 35 �, 44 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG. NO. D 84 (H=2.1 M, L=4.3M) 10 ° LLJ I gk'la��Nv. 17NI h 11+00 `r' , I Npti 45 CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD, DWG. NO. D 84 (H=2.1 M, L=4.3M) o^ I I I I n N ti6 Oti ( I 3 N 00°31 16" 98.53' ^ - - ..12_DO- �. i 19 A I _ �S oo 46 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER R.C.F.C.D. STD. DWG. N0. JS 227, +N 40 �' N 20 x 50 DRAINAGE 10+00 1h o0 �� 36 I I 3 31 o EASEMENT TO TRANS. LATERAL D3 47 CONSTRUCT JUNCTION STRUCTURE N0. 6 PER R.C.F.C.D. STD. DWG. N0. JS 231, 20' x 30' I I I B o 8I C D N SPAN =11 SPAN =11 DEPARTMENT 11 00 0� 31 6, ::'::: 50 34'26" E 23.50' MODIFY PER DETAIL HEREON DRAINAGE EASEMENT 0 o - - - - - - - - - - - - `� w ElfI EAI 31 LAKE " LAN 10 LAKE OPERATING 51 CONSTRUCT MANHOLE NO. 3 PER R.C.F.C.D. STD. DWG. NO. MH 253 TO TRANS. - - - - - - _ _ _ 2' ��, WATER LEVEL=28.5 DEPARTMENT ��," I I ~ o "' "' i 54 CONSTRUCT TRANSITION STRUCTURE NO. 2 PER R.C.F.C.D. STD. DWG. NO. TS 304 (DOUBLE 45 I I I N - I'' WS 16+02.00 ST. STA 39 BOX TO DOUBLE BOX) WALL THICKNESS AND STEEL REINFORCEMENTS SHALL CONFORM TO 63 W a' o o �' C.B. NO. "D3" CALTRANS STD. DWG. NO. D81 USE SPAN= 3660mm HEIGHT= 1830mm 3.0 M 18 31 1 " " " o N I -6 FENCE PER 30 w 32 T2=8 8 2 T2=8 1.78 INT. 10+00.00 CLEAR LAKE LANE C:) I (W=4', H=5.13') SEPARATE PLAN COVER FROM TABLE) SEE SECTION HEREON 18 12' 22 11' °O o o -� 94+66.35 OLD NEWPORT ROAD 1 o c Q �` 55 CONSTRUCT DOUBLE BOX 3'Hx7.5'W PER R.C.F.C.D. STD. DWG. NO. BX 402; WALL THICKNESS �; E W `�' _ 6 FENCE PER I 4:1 3.1 �� J + r:; '! "' o SEPARATE PLAN PAD=33.9 AND STEEL REINFORCEMENT SHALL CONFORM TO CALTRANS STD. DWG. NO. D 81. (USE W rl I I W 27 _2% o I 1 CV I SPAN= 2440mm, HEIGHT= 1220mm, 3.Om COVER FROM TABLE) SEE SECTION ON SHEET 21A 3 ¢I I I X w Lo o t = I I INT. 11+95.96 CLEAR LAKE LANE "I I Q o w CDm 10 N to ¢ �' • w + V �� PAD-34.1 I I 15+97.51 LAKESHORE LANE 8" WIDE x 24" DEEP CUTOFF WALL B w XI I 46 �I L i J N o �3 - I 97 6' 11' 10' 1, 050 OLD NEWPORTC ui I a 39 I" 5' P.U•E• PAD=34.2 �� `�� 2' ROADLINE DOUBLE 2'H x 1 1 'W R.C. BOX wI' �_ I w � R R 32.70R-� NO SCALE SEE SHEET 21 OLD NEWPORT R:z LAKESHORE _ I Fs 2.ia�i SEE SHEET 2 ' FOR HEADWALL DETAILS REFER TO ROAD LANE 1' 1' LL 44' 1' 1'.' 12" THICK AT TOP- _ : l . . �y o CALTRANS STD. DWG. NO. D 90 " " ,: ;. 27.22 PAD=34.6 PAD=34.5 S2 0 FL 0 of 32.24 TOP 32.24 TOP p - �p 32.92 TOP LL FOR HEADWALL DETAILS REFER TO 32.92 TOP HEADWALL HEADWALL �� ti 'S 4" THICK SEf - LINE D CALTRANS STD. DWG. NO. D 84 �� S' F ' O Unc+erground Service Alert HEADWALL HEADWALL -rr -� P.c.c. :2' Call: TOLL FREE �� \\\- AN =7.5 SPAN =7.5CN Cr DOUBLE 2'Hx7.5 W 2 0 `11` S RC BOX \\\s\ 24 R.C.P. � /y// 0D °,° " 4.. 21LAKE BULKHEAD 800 - \\ D H=1.90 M \\\\\ `�'/y/j " i 4 THICK P.C.C. 1�:: �15� Q 0 H 2.1 M `ti (6.24') = _ �- -�8 ..'- S 227 260 (6 9,) _ „ TANGENT DATA SECTION "B-B" I F ' r%VO WORKING DAYS R C T2=6" 6" 3' T2=6" 2.85' BEARING DISTANCE 41-1�1 �- -- - a BEFORE YOU DIG ❑ NO SCALE <'�j° 2' 6 26•o A N05°34'26"E 50.66' 2 F ❑ R 8" WIDE x 24" DEEP CUTOFF WALL B OWNER DEVELOPER: G 2% CURVE DATAALLy ' �� p G %- '~- © N49°55'54"E 37.00' NOTE: C CONCRETE PSI) BE SOUTHERN CALIFORNIA (=3.8 M 2 2 L=3.8 MAND CQ L=4.3 M 2' 2' L=4.3 M 12.5') (12.5') " © N00°31'16"E 228.06' O ( ) " � .� DELTA RADIUS LENGTH TANGENT REINFORCED WITH 6 x 6 �,J a. LAND MANAGEMENT INC (14') (14 ) r2 w D N44°28'44"W 4.24' ° #10 x #10 W.W.M. • CONCRETE HEADWALL DETAIL ❑ 45 22'43' 90.00' 71.28' 37.63 BOX INLET STRUCTURE DETAIL Q 31676 RAILROAD CANYON ROAD CONCRETE HEADWALL DETAIL 45 ° 1< CANYON LAKE, CA 92587 ( NO SCALE DOUBLE 3 H X 7 5 W R.C.RCBOX ❑E N48 59 06 E 6.42 OB 5 03 10 600.00 52.91 26.47 NO SCALE 43 (909) 246-1100 * FAX: (909) 246-1104 NO SCALE MODIFY PER DETAIL ON SHEET 21 NO SCALE Ct NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: T F�A C T 2 9 8 3 7 10 2 0 ® 7 4 SHEET No. o `� WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT Q�oFEssio H U N SAKE R & ASSOCIATES z ENCROACHMENT PERMIT AND/OR A O A. o q� �o GNPs sHt RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION GRADING PERMIT HAS BEEN ISSUED. ��`' F,o ry F J >o F I R V I N E , I N C OF NEWPORT RD. & LINDENBERGER RD. A l COUNTY O F R 2 a IF' z �, APPROVED BY: F , ■ ■ SURVEYING IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SCHEDULE "A" m a ° �' `' PLANNING ENGINEERING _ THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ,;� Y m m Three Hu hes ■ Irvine CA 92618 ■ PH: (949) 583.1010 ■ FX: (949) 583-0759 S T 0 R M DRAIN I M P R 0 V E M E N T PLAN I z ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 33950 w N0. 24068 m $ � 0 Exp. 12/31/05 1984 ELEV.= 1 425.301 y' 'y �P y y " 1 I IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL ML 00 10 27 03 SEE SHEET 21A FOR LINE "C" REVISIONS /? o y Exp. 6/30/06 * A ED A. MAN Z/ s PRE Y• / R.C.E. NO. 24068 LINE C & D OF SHTS oo OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE P DATE . 6 EXP. 12 31 05 N C RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE REVISIONS AP DATE qTF pF 'CA�F ��\ 9r F CALF F �� % DATE: SCAL : o 0 �O F o FOR: W.O. COUNTY 9�; I REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY RECOMMENDED DATE H. 1 =40 V: 1 =4 SO, CAL. LAND MANAGEMENT, INC. FILE No. U S SNYDER L:\29837\STORM\29837-SHT22.dwg LINDENBERGER ROAD LLj GRAND AVE. a SEE SHEET 2 w , 13 13 r STA. 86+46 & TRACT BOUNDARY SIMPSON RD. Z END 40:1 N'LY E.P. TAPER CONST.It 0 O STA. 10+47.00 °° STREET NAME SIGN PER PROP. EP Z STA. 10+431 LINDENBERGER ROAD N 4 STREET IMPROVEMENT PLANS • (TYPICAL) EXIST. R-1 STOP SIGN 0 AND STREET NAME SIGNS J TRH\ (" J / C' J 0 (TO BE REMOVED) w - - - - - - CL INT. 87+00.56 NEWPORT ROAD R/W R/W z + L� <"F SALT OlS =RECORD LINDENEBERGER ROAD M W 2 0 4 :3 � . EXIST. AC PAVEMENT PROP. EP � J NEWPORT ROAD EXIST. 4" SKIP YELLOW 40:1 TAPER PROJECT _ 5 6 14 2 6 6 14 PROP. 14 6 �' `� CROP. 14 • - N 84+00 14 CURB CURB Q (n 89+00 + + 83+00 85+00 88+00 9Q OQ 91+00 92 00 82+00 86+00 (D - _ _ _ _ _ _ _SITE �, � _ - 87+Q0 _ - - _-.___ __ _..__ _ _ _ _ � 0 VICINITY MAP m 142:1 TAPER J _NOT TO SCALE o A T5S, R3W, SECTION 36 PROP. EP PROP. EP M PROP. EP W Uj Qf EXIST. R/W W o c w EXIST. R/W EXIST. R/W = N Cn >- W d STA. 81+86t NEWPORT ROAD Q >_m J � NEWPORT ROAD INT. 86+84.56 NEWPORT ROAD V EXIST. W 7 SIDE ROAD SIGN AND o N3�z F a o m z o = PAVEMENT INTERSECTION ADVANCE STREET NAME SIGN FOR w w o � + N Co o Uj o N + 0 10+00.00 LINDENBERGER ROAD Q LINDENBERGER ROAD a o W J � Z C � o Q z 00 Z (TO REMAIN IN PLACE) (Y¢Y C/) � ZW I¢- Z O CV O ��N 1¢- LID =CLEAR LAKE LANE °° zzz °° Z `n W mNo PLEASANT VIEW LANE STA. 11+00.00 o W W � W JL 10 Cn �m m N m o " STA. 11+00.00 1 O 33 33 0 Y o 33 33 UJ 0 STA. 10+47.00 ^ 3 Q Q:� STA. 10+47.00 0 INT. 100+86.35 NEWPORT ROAD STREET NAME SIGN PER INT. 94+66.35 NEWPORT ROAD °° m m STREET NAME SIGN PER 0 0 4 L,0 4 STA. 10+00.00 PLEASANT VIEW LANE • STREET IMPROVEMENT PLANS =STA. 10+00.00 CLEAR LAKE LANE r r ) l x z STREET IMPROVEMENT PLANS ) r ) l 0 0 (TYPICAL) 1 9 1 TRr\ � J / J J J 1 (� W Q� (TYPICAL) 1 9 �T1r\ J / J J J J 0 0 = R/W A R/ T d01 6 Ol 6 LLd w CF) :�17 w 14 6 2 6 14 PROP. M N g 14 14 6 2 6 14 g N 14 PROP. 6 Q 94+00 95+00 96+00 CURB CURB 101+00 102+00 1 + 1 4+100+00 03 00 0 OQ 97+00 98+00 + (n(a 99 00 I- w0 N m � W WQ -coIF _ � � m PROP. EP PROP. EP PROP. EP PROP. EP W Z - - - - - - - - - - - - - - - - - - - - - - - J EXIST. R/W o / a Z w - Li W 3 J W EXIST. R W C) EXIST. R/W J J m NEWPORT ROAD w STA. 101+27 V m o o ILDm BEGIN 4 DOUBLE YELLOW V N O LO O O O d � CO Q �o _) o BRIGGS ROAD a oaJLLJ Cl- a SEE SHEET 2 Q (~n w (~ c~n m 3 o p 3 LO w v~i Ii & TRACT BOUNDARY 0 11 1 Z �m o 11 PROP. CURB 12' o N CV m l3 0 8 13 + Io Z PROP. EP O N N r r > C'� + + a N = STA. 10+57.00 STA. 10+35t BRIGGS ROAD 0 �- J JR C J / J `_3 7 o o % W N m 15 4 STREET NAME SIGN PER EXIST. W-57 LEFT ARROW AND �• = R/W R/W STREET IMPROVEMENT PLANS BLANK 2.5 x2.5 DIAMOND SIGNS In 0 (,) U, TYPICAL IRS (TO IS REMOVED) LEGEND EXIST. R/W 0 PROP. BARRICADE PER STREET PLANS 4" DOUBLE YELLOW 14 - 14 14 - 6 PROP. 6 14 16 INT. 113+20.74 NEWPORT ROAD w TRAFFIC SIGN W 6 M N PROP. 6 ^ "' N =STA. 10+00.00 BRIGGS ROAD 106+00 107+00 CURB 108+00 109+00 110+00 111+00 CURB 112+00 113+00 „ .__.___ __ ___ __. --- _ _-. _-__. .. __ 1- __o F 94 11 12 SOLID WHITE STRIPE 0 o 2 STA. 9+ a STOP SIGN a 0 14 Q � PROP. EP PROP. EP-) 5, y STA. 9+72f BRIGGS ROAD 4" SKIP YELLOW EXIST. W-57 RIGHT ARROW AND W 0 2 9+57.00 END BLANK 2.5'x2.5' DIAMOND SIGNS M WARNING & REGULATORY SIGNS J W EXIST. R/W v) EXIST. R/W EXIST. R/W 12 f 4" DOUBLE YELLOW (TO BE REMOVED) o NEWPORT ROAD 3 EXISTING WARNING & REGULATORY SIGNS _ az QUANTITY ESTIMATE o S10P 3 U W o GENERAL NOTES �N Uj �= BY CONTRACTOR BY COUNTY + m 1 15 Q Z -moo CONSTRUCTION NOTES -H N 6 1 . TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER 00 T1 APPLY THERMOPLASTIC STOP LEGEND PER CALTRANS STD. PLAN NO. A24D (BY CONTRACTOR) 198 S.F. N 9+00.00 BEGIN CALTRANS TRAFFIC MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION. W a 4" DOUBLE YELLOW 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. �3m 2O APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PER CALTRANS STD. PLAN NO. A24E (BY CONTRACTOR) 193 L.F. 3 (n W W Q N o o I ( I. SIGNS SHALL BE INSTALLED ON 4" X 4" WOOD POSTS WITH ANCHOR BLOCKS CO Uj O3 INSTALL R1 STOP SIGN ON 4"x4" POST (BY COUNTY) 3 EA. 15 2' ' 12' w UNLESS OTHERWISE NOTED ON THE PLAN. O4 INSTALL R1 STOP SIGN ON NEW OR EXISTING STREET NAME SIGN POLE (BY COUNTY) 5 EA. 3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. I O5 PAINT 4" SKIP YELLOW PER CALTRANS STD. A20A, DETAIL 5 (BY COUNTY) 759 L.F. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC 28't STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL T PAINT 4" DOUBLE YELLOW PER CALTRANS STD. PLAN N0. A20A, DETAIL 21 (BY COUNTY) 2,925 L.F. ° w MATCH CALTRANS STANDARD PLANS DETAILS. O7 INSTALL W53 "NOT A THROUGH STREET" SIGN ON 4"x4" POST (BY COUNTY) 1 EA. W (f 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY Underground Service Alert W SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT O8 INSTALL W17 "STOP AHEAD" SYMBOL SIGN ON 4"x4" POST (BY COUNTY) 3 EA. gEfORE r,0 MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL Call: BOLL FREE Tg INSTALL R7 "KEEP RIGHT" SYMBOL SIGN W/TYPE "N" MARKER ON 4"x4" POST (BY COUNTY) 6 EA. BRIGGS ROAD BE THE RESPONSIBLITY OF THE DEVELOPER OR APPLICANT. � $�� SEE SHEET 2 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) 227-2600 10 INSTALL R2-25 25 M.P.H. SPEED LIMIT SIGN ON 4"x4" POST (BY COUNTY) 3 EA. SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN Two WORKING DAYS 11 INSTALL W56 2-WAY ARROW SIGN W/TYPE "N" MARKER ON 4%4" POST (BY COUNTY) 3 EA. THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. BEFORE YOU DIG 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD 12 PAINT 4" SOLID WHITE STRIPE (BY COUNTY) 1,779 L.F. AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. OWNER / DEVELOPER: 13 APPLY THERMOPLASTIC "AHEAD" LEGEND PER CAL TRANS STD. PLAN NO. A24D (BY CONTRACTOR) 31 S.F. 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF SOUTHERN CALIFORNIA SCALE: 1 4O' SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN 14 SANDBLAST EXISTING STRIPING (BY CONTRACTOR) 5,146 L.F. WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER OR APPLICANT. THE ND MANAGEMENT, INC. 15 INSTALL R1 -4 "ALL WAY" SIGN ON STOP SIGN POST (BY COUNTY) 3 EA. COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY 31676 RAILROAD CANYON ROAD 0 20' 40' 80, 120' 160 CONTRACTOR. CANYON LAKE, CA 92587 16 INSTALL TYPE "F" DELINEATORS 0 50' O.C. (BY CONTRACTOR) 19 EA. (909) 246-1100 * FAX: (909) 246-1104 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 SHEET N0. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL IR QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN11651 RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY O RIVERSIDE ENCROACHMENT PERMIT ANDjOR A �`��o A. Ory�F ��P�° A. Scq�F RIVERSIDES CALIFORNIA U92503TE E OF NEWPORT RD. & LINDENBERGER RD. A 1" GRADING PERMIT HAS BEEN ISSUED. �, APPROVED BY: `� 9 (909) 785-5122 FAX (909) 785-5180 SIGNING/STRIPING PLAN �� v� � � \ �y � * IRON PIPE & TAG MARKED COUNTY IN CAP WELL MOH. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR w Y rn rZr, ASSURING THE ACCURACY AND AGCPROP. EPTABIUTY THE DEIGN IN HEREON. 36/30 t/� '�0 No. 25917 ELEV.= 1425.301 FOR IN THE EVENT OF DESCRPROP. EPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * * Exp. 12/31/05 * 1984 2 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J'� P K HAL _ H DATE s P PARED BY; R.C.E. N0. 25917 OF SHTS MARK BY DATE APPR. DATE 9T CIVI\ �� qJ CIVIL ��P - EXP. 12 31 05 SCALE: AS SHOWN NEWPORT ROAD RESPONSIBLE FOR DETERMINING AN ACCPROP. EPTABLE SOLUTION AND F 0� II b F r` - •%� . FOR; W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY pF CAS\F OF CA,\-\F e c -^- •DATE: • - H; V: $O, CAL. LAND MANAGEMENT, INC. FILE N0. •MMEN -D DA,TE RICHARD A. SCIANNI JN571/10-16-03/571 strip1 .dwg/S:40 NEWPORT ROAD ~WJ " SEE SHEET 1 STA. 10+47.00 rl) m�o STREET NAME SIGN PER "' > wILK 4 � rw STREET IMPROVEMENT PLANS o Y c� v rn oN z z (TYPICAL) o o - M U O X CO wp w �i Lr) Q Ld O O Zw0 Z Z J Cp Z O W ZO ^ L PAVEMENT INTERSECTION — — — — 00 EXIST. R/W Z EXISTING R/W 10+00.00 LINDENBERGER ROAD — — — — — — _ _ _ _ _ =86+84.56 NEWPORT ROAD I PROP. EP 71 EDGE OF SHOULDER PROP. EP — — — — — — — 16 EDGE OF SHOULDER STA. 87+03t NEWPORT ROAD 2 .I 16 PROP. EP EXIST. W-56 DOUBLE HEAD ARROW 1 11+00 _ 5 12+DO _ 13,+00 5 14+00 L 15+00 5 16+00 W 16 � AND BLANK 2.5'x2.5' DIAMOND SIGNS 6 — — — 17+00 EXIST. ` STRIPING OISREMAIN PAVEMENT _ _ 5 TO BE RELOCATED 4 T _- ( TE 2 WEST) - a�OQ 20+00 21+00 C) TRACT BOUNDARY PROP. EP o PROP. EP TRACT BOUNDARY 19 OO 12 16 h 5 ^o �N. _to 'i INT. 10+00.00 LINDENBERGER ROAD 14 14 14 14 PROP. EP 14 16 12 _ =87+00.56 NEWPORT ROAD EXIST. EP STRIPING EXIST. R/W EXISTING R/W EXISTING R/W LINDENBERGER ROAD 1�i� 9 FUTURE NEWPORT (COUNTY MAINTAINED ROADS ROAD ALIGNMENT 30' ' 33 o0 2 O CL O W J w NEWPORT ROAD o � o w� W p ^ O IS"I SEE SHEET 1 w � t10 Z � tri N O(/i � 3 O m Z O W NNm � Z `- �Z LO NEWPORT 13 $ Z oZM LnW Cnzw 3 ROAD �� C' m M N~o o 'r' SEE SHEET 1 INT. 113+20.74 NEWPORT ROAD M Q �+ Q 0 � M C) i wUf Z w =STA. 10+00.00 BRIGGS ROAD T 0 CV Cn CV p �' + O W O N m O �^ z z X z W w � o N 3 12 22 STA. 10+57.00 N QC.7 QC7 cn WQ� N Ln m � m S J "' N o_ STREET NAME SIGN PER 1 -r r- 7� -r r-� �l O m =z o p 15 STREET IMPROVEMENT PLANS J T r .� J �� J ` m o + +, Z �, z 3 (TYPICAL) Go o Q z w oI R/W R/W R/W LL� z 1 W J En w — — — — — — PROP. EP �' `' 1 0 2 `� o a __L_ PROP. c> N PROP. C� PROP. O 10:1 TAPER CURB CURB CURB J PROP. EP 0 EXIST. STRIPING 10:1 TAPER _ �J - +I +' 6 14 16 16 12+00 13+00 14+00 N _ _C14 9+00 PROP. EP PROP. EP LL� m 5+00 6+00 7+00 8+00 2 N TA TAP 11+00 EXIST. A.C. _ *- _ p w 3 3 EXIST. R/W & TRACT EXIST. R/W ? LIJ PAVEMENT o 0 o w BOUNDARY J Lv EXIST. EP 1.95 J a = 0 3Z � N M _W BRIGGS ROAD Cn EXIST. R/W o Z �, o o L o Q 3 0 LO �o w � f- v �a W �p ¢ c� zw z Cn C> 0 J O C' CL + W Z CO cr-Q m (~ m C/7 W CI] (/7 �'-� m �to� 3 � z w ocn rn of c� moo^ K'o� 00 o + C� w o 3N F.- �w M w� �, JCvO ANGLER � �aw °° Z � zZ + C) m� + � L�W AVE X`Z-'o N m N m m ¢ C ~¢ o C z W z m STA. 9+57.00 18 18 CONSTRUCTION NOTES ") `j`n� N wm ¢ Q CD STREET NAME SIGN PER INT. 10+00.00 ANGLER AVENUE W J~ =STA. 12+41.85 SALMON STREET °° "' °O`" STREET IMPROVEMENT PLANS r XO Uj Ol APPLY THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD. PLAN NO. A24D (BY CONTRACTOR) 3 + i'N m O2 APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PER CALTRANS STD. PLAN NO. A24E (BY CONTRACTOR) 15 ¢ Q o 3 PROP. CURB I- X J� O3 INSTALL R1 STOP SIGN ON 4%4" POST (BY COUNTY) cn w ) O4 INSTALL R1 STOP SIGN ON NEW OR EXISTING STREET NAME SIGN POLE (BY COUNTY) LEGEND N N 12+00 O5 PAINT 4" SKIP YELLOW PER CALTRANS STD. A20A, DETAIL 5 (BY COUNTY) 4" DOUBLE YELLOW r 13+00, + Oct rn �O o z O PAINT 4" DOUBLE YELLOW PER CALTRANS STD. PLAN NO. A20A, DETAIL 21 (BY COUNTY) TRAFFIC SIGN rn O 0 IC, O INSTALL W53 "NOT A THROUGH STREET" SIGN ON 4%4" POST (BY COUNTY) 12" SOLID WHITE STRIPE '�Z PROP. CURB STOP SIGN STA. 10+43.00 �8 INSTALL W17 "STOP AHEAD" SYMBOL SIGN ON 4%4" POST (BY COUNTY) b 3 STREET NAME SIGN PER » " " 4" SKIP YELLOW STREET IMPROVEMENT PLANS O INSTALL R7 KEEP RIGHT SYMBOL SIGN W/TYPE N MARKER ON 4 x4 POST (BY COUNTY) 0 10 INSTALL R2-25 25 M.P.H. SPEED LIMIT SIGN ON 4%4" POST (BY COUNTY) 0 M WARNING & REGULATORY SIGNS 9 _ � � I TRACT 0 EXIST. WARNING & REGULATORY SIGNS ' 33 11 INSTALL W56 2-WAY ARROW SIGN W/TYPE N MARKER ON 4 x4 POST (BY COUNTY) � 33 BOUNDARY 0 ~ � 24 9 9 24 STA. 11+00.00 12 PAINT 4 SOLID WHITE STRIPE (BY COUNTY) + = i n 13 APPLY THERMOPLASTIC "AHEAD" LEGEND PER CAL TRANS STD. PLAN NO. A24D BY CONTRACTOR + 14 SANDBLAST EXISTING STRIPING (BY CONTRACTOR) J T��\r J / J J J I C� ` -' g M J T��\r J 15 INSTALL R1 -4 "ALL WAY" SIGN ON STOP SIGN POST (BY COUNTY) Q LLB STA. 11+49.20 `v 16 INSTALL TYPE "F" DELINEATORS 0 50' O.C. (BY CONTRACTOR) H > 4 STREET NAME SIGN PER 1 9 N Q STREET IMPROVEMENT PLANS (TYPICAL) JJ R/W I Underground Service Alert W Q R/W R/W U�15 6 EFORE yg y Call: TOFF FREE J W 5 1 —800 LAJ LPROP. 2 2 7—2 6 0 0 = C N L PROP. PROP. o N 2 + ro PROP. EP CURB 23+00 + V CURB CURB 0 22+00 TWO WORKING DAYS BEFORE YOU DIG 16+00 PROP. EP 17+00 18+00 19+00 EP 20+00 21+ , & TRACT OWNER / DEVELOPER: EXIST. R/W o o EXIST. R/W EXIST. R/W BOUNDARY SOUTHERN CALIFORNIA - Jw w SCALE: 40� a. m BRIGGS ROAD �- - ND MANAGEMENT, INC . 00 N� o 31676 RAILROAD CANYON ROAD INT. 19+25.73 BRIGGS ROAD CANYON LAKE, CA 92587 0 20' 40, 80' 120' 160' - - ¢ Z Z =STA. 12+22.20 ANGLER AVENUE Uj (909) 246-1 100 * FAX: (909) 246-1 104 � W m "' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER CSL ENGINEERING, INC . BENCHMARK: TRACT 29837 I P 020074 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESS/pN TRANSPORTATION DEPARTMENT QROFESS/pN RIV. CO. B.M. M-14-63 IN THE TEE INTERSECTION COUNTY 0 RIVERSIDE 2 ENCROACHMENT PERMIT AND/OR A �O A. p of O a. 9 11651 STERLING AVENUE, SUITE E „ GRADING PERMIT HAS BEEN ISSUED. 4, � APPROVED BY: �, y � �,o ry F �` Pao s�� F RIVERSIDE, CALIFORNIA 92503 OF NEWPORT RD. & LINDENBERGER RD. A 1 (909) 785-5122 * FAX (909) 785-5180 IRON PIPE & TAG MARKED COUNTY IN CAP WELL MON. SIGNING/STRIPING PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. � 33950 Z No. 25917 - ELEV.= 1425.301 FOR IN THE EVENT OF DESCREPANCIES ARISING AFTER COUNTY APPROVAL * Exp. 6/30/06 * * Exp. 12/31/OS- P�FP ARED BY: R.C.E. N0. 25917 1984 OF 2 SHTS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J'j K HALE DATE J' * P . _ EXP. 12 31 05 BRIGGS ROAD ANGLER AVENUE & LINDENBERGER ROAD RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE 4FFR• DATE 9�F CIVIV ��\P qT CIVIC ��P SCALE: AS SHOWN REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS OF um-W FOF CAi-�F� C' '� - .ggTE; "�' '-� FOR: W.O. COUNTY - ENGINEER COUNTY OMMENDED DA E RICHARD A. SCIANNI H V: SO. CAL LAND MANAGEMENT, INC. FILE NO. JN571/10-16-03/571 STRIP2.dwg/S:40