Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
05-016 to 05-029
GRADING NOTES: ESTIMATE OF STREET IMPROVEMENT QUANTITIES CITY OF LAKE ELSINORE LAKE NO DESCRIPTION TOTAL QUANTITY 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR I CONSTRUCT A.C. OVER A.B. CL II PER TYPICAL SECTION ON SHEET 2. 211,464 S.F. STRUCTURES SHOWN ON THESE PLANS WERE E BY A SEARCH OF AVAILABLE RECORDS. _ APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A 2 CONSTRUCT 6"TYPE'A-6"CURB PER RIVERSIDE COUNTY STANDARD N0.200. - 11,840 L.F. REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR 3 CONSTRUCT SIDEWALK PER RIVERSIDE COUNT/STANDARD NO. 401,4-THICKNESS. 72,106 S.F. NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE 4 CONSTRUCT PROJECT. THE CONTRACTOR I, REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE STREET IMPROVEMENT PLAN 5 CONSTRUCT CROSSSG AMP PER PER RIVERSIDE OF TAKE COUNTY STANDARDWV'ER SIDEWALK PARKWAY DRAIN PER RIVERSIDE N.209 NO.TY A09A. N NO.309 14 A. PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. 5 CONSTRUCT CROSS GUTTER PER RwERSIOf COUNTY STANDARD NO's.209&2osa. 750 S.F. WG. 101 ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR-AT HIS EXPENSE. 7 INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STANDARD DWG.NO.201 21 EA. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST 8 SAWCUT EXISTING A.C.PAVEMENT FOR SMOOTH JOIN. 96 L.F. EDITION), AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS TRACT 30698 9 INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS NO.810 Q RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. - ---- 10 CONSTRUCT LOCAL DEPRESSION PER R.C.LD.STANDARD NO 311(CASE PER DETAIL ON SHEET 2) 20 EA. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HRS. PRIOR TO BEGINNING 11 CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000 32 E. ANY WORK. CALL FOR INSPECTION AT(909) 674-3124 EXT. 247 BETWEEN THE HOURS OF 9:00 A.M. -- TO 4:00 P.M. MONDAY THROUGH FRIDAY. 12 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207 __ 3 EA. / 13 REMOVE EXISRNC BARRICADE 105 L.F. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL I/ VICINITY MAP _-AND WATCH MANUAL AT ALL TIMES DURING CONTRUCTION AS APPROVED BY CITY ENGINEER OR HIS -- REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. 1T SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE �V 113Y LOT•E' JOB SITE AT ALL TIMES DURING CONSTRUCTION. I f01 103 \ 6. IT SHALL BE THE RESPONSIBITLITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY '� \ 104 •0• RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST _ kaT' � f00 f03 t 48 HRS. PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE '`nCT 2Gv73 1 Y G`. / P E SITE _ ALERT(U.S.A.)AT 1-800-422-4133 AT LEAST 48 HRS. PRIOR TO BEGINNING WORK. • d 09 P low 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF THE PROPOSED WORK AREA,AND II �I� �!L 107 RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE J' .-: II D7\�A ESTIMATE OF STORM DRAIN QUANTITIES (R.C.T.D.) OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. n A&_ � ,T ram° _1D I RAMSGAIE TOTAL 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET �� I �. NO DESCRIPTION ANTITY SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE L STA -- _ "� ��`` 2 80 INST. 18"R.C.P.(CLASS TO 937 LF. FACILITIES. NSCA Ji � HIE � � �_-81 INST.24"R.C.P. (CLASS IV) 1,091 L.F. � 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH V lJ7. HT , sal cP , 82 INST.30"R.C.P. (CLASS IV) 136 L.F. GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS SHOWN ARE FOR BONDING I 1f0 PURPOSES ONLY. 113 112 2 83 lNSL 36"R.C.P..(SEE PROFILE FOR D-LOAD) ML.F. 114 113 s 87_ _REMOVE INTERFERING PORTIONS AND JOIN EXISTING - EA. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS - - - _ -- - VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BEE NOTIFIED OF ANY NECESSARY _ � � � � 90 CONS7. C.B.NO 1 PER R.CF.C.&W.C.O. STD DWG_.N0.CB 100 20 EA REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF"AS BUILT"PLANS 1,0T A• - 15 s< 2 91 CONDE M.H.NO i PER RCFC.&W.C.D.STO TWO N0.MH 251 10 EA. SUBMITTED TO THE'CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT 94- BY THE CITY ENGINEER. \,, wvwa° ON awe COUST J.S.N0.2 PER R.C.FC. &W.C.D.SID.DWG.NO.JS 227 -- ---- 98 COUST. CONCRETE COLLAR PER R.C.EC.&W.C.D.STD.DWG.NO.M 803 10 EA. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE 11 l / z...99 COUNT. HEADWALL PER CAL_-TRANS SID. PLAN D89 4 EA. REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO >i � FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS I N 1 124 125 11 ", PAGE 836, F-7, 2002 THOMAS BROS. MAP 2 100 COUNT RIP-RAP PER DETAIL ON SHEET NO. 13 1,142 S:F. GRANTED. Y I �� 1 1 122 f2 ���Y 101 CONS?CONCRETE BULKHEAD PER R.C.EC.&W.C.D.STD.DWG:NO.M 816 1 EA. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN \ -- -- f20 1f6 , oWNDRAIN To Pry. PER DETAIL ON SHEET t PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE.CONTRACTOR/DEVELOPER MUST \CHAMBORD L�R' QHA DR -- iY i 1r'A. i f03 CONSL ENERGY DISSIPATOR_PER.A.P.WA STD.PLAN 384 1 1 EA. PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, REQUIRED BONDING FOR PUBLIC - ,� ,� 104 CONDE EDB BASIN OUTLET PER RIVERSIDE CO.LID BMP STD.DWG. WQ501 3 EA. 1 IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. _ S T lu ,� i,� /\ �� 70 �:, ao 13. IF ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF CALTRANS, 120 �V - �- - PLEASE MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES"SECTION OF THE IMPROVEMANT )130 151 132 134 ,Y� ( zfJ�� I PLANS 76 - �;. f10(�I 13D 136 13711 t .( e 77OFF 76 LEGAL DESCRIPTION fa Gou Y I az v 57 I` W REAL PROPERTY IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE V I� tNER 63 \{n O OF CALIFORNIA, DESCRIBED AS FOLLOWS: - 142 VAN SNt` 6� 9684 • 74 V I. 1, I Y , PARCEL 7.• THE SOUTHWESTERLY 280 FEET OF LOT 15 IN BLOCK E OF RANCHO LA LAGUNA, 1 Y f43 = 73 - - - AS SHOWN BY MAP ON FILE IN BOOK 6 PAGE 296 OF MAPS, RECORDS OF SAN II i i 1 .85 - - DIEGO COUNTY, CALIFORNIA. \ �•,--_.-..... f43 Y - ` 146 93 M QB Y 0. PARCEL 2 , , I o LOT 16 IN BLOCK E OF RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN �� / i I I.OT'D• i l / C 71 � I � I SHEET INDEX, SHEET NO. BOOK 6 PAGE 296 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA. i 8 67 O PARCEL - - ' �f14 147 04 < y 'I - TITLE SHEET, GENERAL NOTES, VICINITY MAP, INDEX MAP 1 Of THE NORTHWESTERLY 720 FEET OF THE SOUTHWESTERLY 280 FEET OF LOT 17 IN �, ,� / 146 3 70 N i r, '\ QUANTITIES, STREET SECTIONS & DETAILS 2 m BLOCK E OF RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN BOOK 6 PAGE 296 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA; I- (� j i EAST Yf fWFT lT.-- PLAN & PROFILE - RED CAR DRIVE 3 w EXCEPTING THEREFROM THAT PORTION THEREOF LYING WITHIN TRACT NO. 19344=2 I 1i 82 PLAN& PROFILE- BURNED STREET 4 0 ON FILE IN BOOK 184 PAGES 13 THROUGH 17, INCLUSIVE, OF MAPS, RECORDS I- ,� 1do STREET I J PLAN& PROFILE- WIZARD COURT 5 OF RIVERSIDE COUNTY, CALIFORNIA. ,� I ,� tb1 / _ �-- hI II PLAN & PROFILE - STORK COURT& VINTNER COURT 6 H PORCEL* BLOCK E OF RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN \ l� y \ '� - 49 40 PLAN & PROFILE - CHAMBORD DRIVE&ALLEGRIA LANE 7 0 -° 4 f62 I l 47 - PLAN & PROFILE- ALLEGRIA LANE 8 OIL 6 PAGE 296 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA; ✓ i L07•0• 45 46 EXCEPTING THEREFROM THAT PORTION THEREOF LYING WITHIN TRACT NO'S. \ _ /� 16J i "� 40 41 M j 116 I - PLAN & PROFILE - STARINA STREET 9 19344-1 ON FILE IN BOOK 184 PAGES 8 THROUGH 12, INCLUSIVE; 19344-2 ON i> FILE IN BOOK 184 PAGES 13 THROUGH 17, INCLUSIVE, AND 19344-3 ON FILE IN 35 PLAN & PROFILE QUICKSILVER ROAD & ELSINORE HILLS ROAD 10 - �yi� ,,i 20 I I - BOOK 184 PAGES 18 THROUGH 22, INCLUSIVE ALL OF MAPS, RECORDS OF / 154 33 32 31 26 Y 27 2S T4 23 21 III I RIVERSIDE COUNTY, CALIFORNIA. y/ ) DRAY PARCELS >� `P Y Q STORM'DRAIN LINE "B" STA. 3+50.00 T STA. 8+00.00 i LOT A OF TRACT 19334-2, AS SHOWN BY MAP ON FILE IN BOOK 184 PAGES 13 166-, (>� \- -- -- - -- - V\ III D AIN LI THROUGH 17 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. RV E D C A R D pq I V E ) I- d - STORM D AIN LINE "B" STA. 0+65.74 0 STA. 13+50.00 PARCEL& - __- - _-- - _ - _ __ LOTS 6 THROUGH 16, INCLUSIVE, OF TRACT 19344-3 AS SHOWN BY MAP ON FILE 157 Pv g IN BOOK 184 PAGES 18 THROUGH 22 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. - 136/ , F 3 4 5 8 7 8 P 0 1 12 13 14 16 16 1'y TOPOGRAPHIC SURVEY SOURCE: - 0.0 R,-F?54 6 AERIAL PHOTOGRAPHIC METHODS, FLOWN IN APRIL 2003 BY: \ 1 Jt O ICI \\\ ? R.J. LUNG&ASSOCIATES � , �/J /j,YI :�"= I I ' LEGEND OF ABBREVIATIONS & SYMBOLS 2832 WALNUT, SUITE E I7 Y DL/\X IY/AJ W _ I ! I TUSTIN, CA 92780-7002 _ - SCALE: 1" =150' LC. TOP OF CURB 100 EXIST. CONTOUR B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE - a_ (714)832-2077 r e�. F.L. FLOWLINE ELEV. -'-100 PROP. CONTOUR E.V.C. END VERTICAL CURVE - _ _ TOE OF SLOPE 4 STREET IMPROVEMENT SHEET T.G.. TOP OF GRATE ---- PROPERTY LINE C QROFess/ON4 _ L_--J - G.B. GRADE BREAK - - - DAYLIGHT LINE P.I. POINT OF INTERSECTION _ RETAINING WALL SOILS ENGINEER: �� Y A MA R E.P. EDGE OF PAVEMENT FIRE HYDRANT tip FZ F.G. FINISH GRADE , SHEET FLOW RATE T.W- TOP OF WALL.ELEV O_ STREET LIGHT O3 o + R.G. ROUGH GRADE - GRADED SWALE 9-k- STORM GRAIN IMPRV. SHEET - - ����� �a GEOCON INC. n g m GARY MARTIN R.C.E. NO. 5U318 EXP. 6130115 - F.S. FINISH SURFACE -,y CENTERLINE T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL n 41571 CORNING PLACE, SUITE 101 O D.F. DEEPEN FOOTING DEEPENED FOOTING MURRIETA, CA 92562 aE 0f5 a MAYERS AND ASSOCATES INV. INVERT OF DRAIN - - SWALE HIGH POINT 3 M CIVIL ENGINEERING,-INC. 949-599-0870 L. LENGTH O' O WATER METER O (909) 304-2300 - �, - P. PAD ELEVATION -- FLOWLINE - o ti ENGINEER OF RECORD FOR REVISION 2 (, DWY. DRIVEWAY c^-�--- CATCH BASIN&LOCAL DEPRESSION C PROJECT:NO. 20126-12-01 4rFOFCAUF°Pa - p yam,7 - _ F.F. FINISH FLOOR ELEV. i-'s_/ SUBDRA/N N.T.S. NOT TO SCALE 3'o.X. DEPTH OF REO'D OVER EXCAVATION N G.F.F. GARAGE FINISH FLOOR - °L__ AREA DRAIN P.U.E. PUBLIC UTILITY EASEMENT � CUT/FILL LINE 4 O.C. ON CURVE(DISTANCE) g D I G E E,, VI�` REVISIONS: - PREPARED BY: PREPARED BY., - CITY OF Ill ELSINORE SHEET j BASIS OF BEARINGS: BENCHMARK: QgOFESSI° HUNSAKER &ASSOCIATES 1 Q ® STREET IMPROVEMENT PLAN THE BEARINGS FOR THIS SURVEY IS THE AGO J spyO YF DOUGLAS SNYDER R.C.E. 24068 EXP. 12/31/OS DATE e V N [ I u c OF '"1 0; USC AND GS BENCH MARK DISK IN CONCRETE REVISED QUANTITIES,STORM DRAIN STATIONS SHT.1,SEE SHEENS R.G. 3-Iy o F 2 DIAL CALIFORNIA STATE PLANE COORDINATE SYSTEM, y o P - PLANNING ENGINEQERING • SUII,-YING Z 4 TWO WORKING MONUMENT STAMPED D 307 1935, S 38 FT WEST $3, 7, 9, 10, 11, 12 AND NEW SHEET 14 FOR REVISION ThI«HIg-o-mo<. CA•92AHe:("9)583-101M (949;5H3-m59 TRACT 0• 30698 14 BEFORE DAYS BEFORE ZONE 6, NORTH AMERICAN DATUM 1983, AS m - m z YOU DIG rau me DETERMINED LOCALLY BY THE LINE BETWEEN NGS OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT N0. 24068 THESE PLANS HAVE BEEN'REVIEWED FOR COMPLIANCE WITH SOUTH OF POWER POLE 19319 CWT. i MISC.REV PfR"GRADING CHANGES SHT5 2-8,11-13 OS E.P.Iz/s1Nos a THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: TITLE SHEET SHEETS m Q CORS STATIONS'ESRW"AND"PPBF BOTH AS MARK DESCRIPTION BY Al DATE TOLL FREE 1-600-227-2600 PUBLISHED ON NGS DATA SHEETS,BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �• r CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. _ SCALE: AS SHOWN THE CLURMAN COMPANY INC. v 9 CIViI 1 W.O. FOR: F.B. FILE N0. A PUBLIC SERVICE BY N31'30'44"W(EPOCH 2O00.35). ELEV. 1425.76.NAVD 88 DESIGNED Ell ED PARNELL DRAWN BY.. ROSANA DORTCH rF°F CAUFp4 REAL ESTATE DEVELOPMENT 4 UNDERGROUND SERVICE ALERT - CHECKED BY, DOUG SNYDER PROJECT MANAGER: DOUG SNYDER DATE.• FEB, 2004 455 Linden Street,Laguna Beach,CA 92651 784-8 THE CLURMAN CO. 1i ROBERT K. MOEHLING, CITY ENGINEER RCE '63056 949)494-3707 ! F\0053\FnaineerinoN TR_-30698\!mp-Sfreet\SHTO L dwq 3- P.U.E. I 50' 3' P.U.E. 25' 25' 1 3.5' 14.0' 6.5' 10 J J J Jai J J$! 6.5' 14.0' 3.0' L' ',f y>7 I i ,_� ,g, r s r .� ,r. U U v ,,,ca ct n •f' .< r47' 2X m c c < < 10 b a b 10 2 - 2 n ti uiw°3 C 2 1 2 ryTONb �6 1 R O ALLEGRIA LANE, CHAMBORD DRIVE, VINTNER COURT N$ a 3 m STORK COURT, WIZARD COURT, STARINA STREET, RED CAR DRIVE, & OUICKSILVER ROAD ^ "iw14`` :?v I`cw8w G• •c4.teN°o uNi ^4N PUBLIC STREET - NOT TO SCALE lJ s J!'S; J> 0 9F� 4G $6 b + a"oc4i .s J� !p`e� o b ± ±b± A6�'O, 6y, F)r 1G•� ,SG• +b„+� ASSUME MIN DESIGN SPEED 15 MPH os �' $ 'J 1 F 1 F� " ' b ASSUME COUNTY OF RNIMBE STD. NO. 106 MODIFIED WITH 36'SURFACE WIDTH ^c '�c $ 'n R:.5' 14.0' 6.5' 1 1�9 �� '\ �9 y6 ky0 6 6.5' 14.0' a 3.0' STRUCTURAL SECTION TO BE DETERMINED BY GEOTECHNICAL COMPANY < < < < y ASSUME TRAMC INDEX:5.5 LOCAL DEPRESSION DETAIL FOR C.B.120, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.#8, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.f 13, CASE 'B" LOCAL DEPRESSION DETAIL FOR CB.112, CASE N.I.S. N.T.S. N.T.S. AI..S. 60• SEE SHEET NO. 9A& 14 SEE SHEET NO. 5& 13 SEE SHEET NO. 6& 12 SEE SHEET N0. 6& 12 30' 30' - 0' , 2 2 •� '�s•o> 3.0' ZO' 1 8.0' 21.0' 6.5' 3.0' 14.0' 6.5' Jr� Jry Jr J ROO !AJ am$ u 2X ? RsT fPoo$� ? r� s�� vh�gohwow oo° wmw LCgL ^o gw� - -$_ `CP > •< o n'j 1-4 d°;ti .�oo ci"'ti ti ti v °i ci ci 10 ?„•c, $ •o •<' •f NN N mNh g m"� b < < rnTo+bm$+b+b N +b+to +c{{b .�Ci3h.�h � 6•- Ci$ 2 1 2 o + ELSINORE HILLS RD. AND BURNET STREET w " w U 3 Lc 16 MU PUBLIC STREET - NOT TO SCALE p 0- + o- ASSUME MIN DESIGN SPEED 35 MPH 10 •- +N o•-o Io J`i J`�i J`��a!��> ! J! JA'o0 !Jr90 Jt'9p .gy•.y, o o II ? `� i s O �L T > rs r ? � °s >> ! s r r o< J. 3.5' 6.5' ASSUME COUNTY OF RNERSI�STD. N0. 104 $ 3i's 8'`$ J 3� .�$`�.'!> >'�> m>''ri `�•�' Rs STRUCTURAL S&TW TO BE DETERMINED BY GEOTECHNICAL COMPANY 3.0' 21.0' - 6.5' .� ASSUME TRAFFIC INDEX:5.5 '< f < < < < f < < oO o.c. o. . LOCAL_DEPRESSION_DETAIL LOCAL DEPRESSION DETAIL FOR C.B.�10, CASE "C" LOCAL DEPRESSION DETAIL FOR CB.�7, CASE "B" LOCAL DEPRESSION DETAIL FOR CB.1Ba, CASE 'C" TYPICAL STREET SECTIONS N.T.S. A"FOR CB#6 & #6A, CASE " NTS. N.T.S. SEE SHE O. 4 & 13 SCALE SEE SHEET NO. 5 & 13 SEE SHEET NO. 5& 13 ' SEE SHEET NO. 4& 13 It 3.5' 14.0' t 6.5' 3.5' 21.0' 6.5' 3.5' 21.0' 6.5' J J ! >2 J!"> ! J - JJ'Epy J° p 3.0 ZO' 6.5) J v>J J'r>! 'r>i `pr '>??4'9 J ' p J' 9 .PP•s O.C. D.C. O.C. 10.5' 10.5' �.>0 3r '>o $ 'si r Js �. 'E�y•>3. 'Cr>>s •.sb r ••2s �' Lc 4 0o w�Lc E r'O N •s s •>> �• .�S' .°S' '?,s �• •$ �• .^c' .°�' c;R cim r:°°c�`�c+ a @ F c •q r < C. u� k m ° N m 3 c $'4o h,� 0 Mw a w 4 14 n^{V�Ci o NUM V raj V 2 TO N b b O W W+�10 - N'�C: N b O '10 n 3 N $ ^ n ! ! U Lc�C.ip + +b + +b+ :t + „� !>� 'F9 ' !�? ! ',•� J,ram !'CST ! 'Y7 sy ces, !'� J$y ^b H h"- 90 +b + '6 'b >�'+ Jtirj•a.A,�!sy ,�iL_ _ ? CO �CSJ >6, n IFS � � 'A l• A �J >ifl N N^ N - N N J�y !�p 6j Jy T �c O k 3.0' 14.0' 6.5' E5' 7.0' 6.5' •ss r •ey �, .°�+ .< 2 < < < < t < t < O.C. O.C. O.C. �c <c < LOCAL DEPRESSION DETAIL FOR CB.j1$ ,CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.#20A, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.t CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.#11, CASE "B" LOCAL DEPRESSION DETAIL FOR CB-116, CASE "C" LOCAL.DEPRESSION DETAIL FOR C.B.#9, CASE-B" cw A.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. Y SEE SHEET NO. 78& 128 SEE SHEET NO. 9A & 14 SEE SHEET NO. 7& 12 SEE SHEET NO. 8& 12 SEE SHEET NO. 8& 13 SEE SHEET NO. 4 & 13 6.5' 1 14.0' 1 6.5' S>'"s 'L>•Ti Rr �, .ram ro s�os> 'Uio>s� ln��o $ � � � >>`$.r �� !„r 'FYr•J'°� `'o`g'r `£�F' �<' •� r s ,r.�' .�.o sa, � $ rc �• K �,�g ?�,� •< •< m 'I`,oe�s !,°� 't < 9,,,� �„•� •< •< 1 x°�,•qr�•o •f ,f. �f <• '< '< n N w U N� n ` �q •< f < � f < + ab _ ab a� cd CIS m U ti ti vwo wm ot`-hlti 11 15. io ti m W ,Qj•li p WW ! a N� Ntia of Wad II Cie W 0�3._ o,coci b +b+ $ aN' ,NH dN. J'� s• �P >r J `�P'FP .n C' «^Tp^^._ "hni•�°h.�'Ub m+ o i + To++ 12\ 0' '6 0'6 14. 3.0 . +b6.5+'b N 3.0' XN+7. 0' 6.5' 3.5' 14.0' 6.5' 3.5' 21.0' 6.5' wo 2 LOCAL DEPRESSION DETAIL FOR C.B.117, CASE "B" LOCAL DEPRESSION DETAIL FOR C.B.119, CASE "B" LOCAL DEPRESSION DETAIL FOR CB.11, CASE "C" LOCAL DEPRESSION DETAIL FOR C.B.& CASE "B" LOCAL DEPRESSION DETAIL FOR CB.& CASE "B" LOCAL DEPRESSION DETAIL FOR C"B.t15, CASE -B- N.I.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. SEE MEET NO. 7B& 12B SEE SHEET NO. 9A& 14 SEE SHEET NO. 3& 11 SEE SHEET NO. 3& 11 SEE SHEET NO. 3 & 11 SEE SHEET NO. 7& 12 0 a PROFESS1,, - ' NOTE ALL LOCAL DEPRESION DETAILS SHALL CONFORM TO COUNTY OF RIVERSIDE STD. NO. 311 q �m oc z N �TF OF CAUfO� REVISIONS: PREPARED BY: PREPARED Br CITY OF LAKE ELSINORE SHEET p� FOR REVISION 2 fpOFESS, ®HUNSAKER &ASSOCIATES'UTAPROVEAAENT PLAN DIG E.H BASIS OF BEARINGS: BENCHMARK: ��oJ°ape 6pyQ<F DOUGLAS SNIDER R.C.E.24068 EXP. 121JI105 DATE �. I U. V I N E N c OF THE BEARINGS FOR ThIIS SURVEY IS THE h y� - PLANNING ENGINEERING SU49)583 ��o, 3069� DIAL TVA)woRK1Nc USC AND GS BENCH MARK DISK IN CONCRETE App LOCAL DEPRESSION DETNL PoR CB/17, 18, 19,20,AND TH R.G j,l m mree Hughes IrNne. CA•9261BH:(949)5B3-1®1FIX:(949)583-0759 4 BEFORE DAYS BEFORE CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED D 307 1935, 1S 38 FT WES Dp. 24068 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE MTH m YOU DIG YOU DIG ZONE 6,NORTH AMERICAN DATUM 1983,AS OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT 1 REV.LOCAL DEPRESSION DETAIL FOR CBf8,8c,AND 9-16 E•P,,ya17o5 PREPARED FOR. DETAIL SHE SHEETS m Q DETERMINED LOCALLY BY THE LINE BETWEEN NGS UARK DESCRIP110N -BY APPR. DATE ,I, THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR -1 R TOLL FREE 1-800-227-2600 SOUTH OF POWER POLE 19319 CWT. r c CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE., AS SHOWN THE CLURMAN COMPANY INC. CORS STATIONS"ESRW"AND"PPBF",BOTH AS yf W.O. FOR: F.B. FILE NO. A PUBOC SERVICE BY PUB ON NGS DATA SHEETS, BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. DESIGNED BY.• ED PARNELL DRAWN BY: ROSANA DORTON FOF AIE1F°4a REAL ESTATE DEVELOPMENT ^.4 DATE. FEB, 2004 455 Linden Street,Laguna Beach,CA 92651 784-8 THE CLURMAN CO. UNDERGROUND SERVICE ALERT N3130-44"W(EPOCH 2O00.35). ELEV.1425.76 NAVD 88 CHECKED BY• DOUG SNIDER PROJECT MANAGER. DOUG SNIDER ROBERT K. MOEHLING CITY ENGINEER RCE 1 63056 949 494-3707 3 F.•\0053\Fngineerino\.TR_.30698\Imp-Street\SHTO2.dwg 7 LQ ._L_. ......... ... ..^-.._; rn .1 r -.,+'r. ., i r { { : V -! i. +- + k -.:ice .. v qy. k j . J i , i � .., , i ._. {...: :, i � {. c.: o,a. ro./I �- 1 1 ,.. Irv. j t.-- ( ._ •--u,� � CFI.34_4S'.. v x vl d R FILE �� oirn r; uc wl _: . o l TOP-OF NORTi— URB P (� / _ --` z-.. ... �,• - ,r�+ ;u;:: ..,. � u�;, r� -_. s l IDENTICAL a _ __, - - - -, -k-:E- - -.;..._'-,__- _p...:,..0 }-__ _ _ r-•,. -'a,, ''(( --1- :: _ �.., -Rr- I. t : 1 _ rn : / _� -l !. --. aJ u vI F „ - T ✓ rn a. 1 - - �.e.-148.1.,... 12+50.20 -: : l r-.c _.1_. + + u ;. ,.- --- ,. -> s..I , I i h "",`li - 'o r.l,-- _ Gr'.�I r }- �_.._-+- i (`Q \V� P*. ._ ,.,. h ,ern I � S: '\ -!l-. �i, i _ cw : o f I' a R- 2 w m o' c/,IG;.I , o,o-, s x _o N �I ..N I. ,... : ciN 1 - - - - v � I ,_ a:.,,._. _.__. .,. - :_ r E- ,. ,. , �, A f -+--h- � _ .,.r��+, ,.. , ,- �- .-,. � , -+-� -+ + otm t c cn : + , { -f- + � 7 �- �." I _- r-2 ^1- ,-- ;.. 1. 1 4,.. -: /i_ I -__ __ - ___ +'- _- - - +- { /t i ; ��•.n r- ;/ �� b'$ +, "G 'I'I. I i. I- r i -1 rt IDENTICAL, —t :I 7 s ' } !" �`- � 1 ; ,,,.,. 4 t�,,n, +.I d-: : II -�X�. c NII?. �- _ . ^ % + r- - , r__._, _+-._}_--}---I �._-T._..,- ...:...___ "'^'— ,_-.. ;--1 r ___ !__ ; ---k- :I �. *" ram.. �^ u , , _ "�i'- :R-,-.,. , , -y I I :; / � .! �j� u) � I I : �;�. Imo' i. o� r^, , ,.. +,v { 1 - , + , ,.(0 ..._..,._ _,• _ �..- I:._._, - _ CENT, RL E PROFILE=- 2 1 IN a{ ur �, >` ter' .+ O.GG' ._ �'{-1-"i ice..'.. 149D -�- -____ _ _-�--!'-_!-_._ - -`L`.o,._. ! _i-.., -✓ .;.�:- \,�:, t ,�m 1::,r { I P -1- 1 \� -+- ,., -+;, o ._I ..,^ +I,- oi� : I ! i {....t- + a, +I 1 -- . c gin._ -.-, +_ -_-� _.'--=- - - - _;.�.�_,_. ._. -' t- _.. � ��.- e,,sr ., c-:--� .._ m � -}."-}- `Y' � �_ I f -I---- -+ ---- -, o l•- , ,:, +_ w �-, - ':_'—I _� 1505 1 - _-._: _,r„- , .,>. ..::__�-__+_-+ 1485• -1 i ^ u :�` to , d- is :�,J r : { ph' r, �. ( I... o CENTER LINE-�RR�?OFIIE 4 ' k �. t { =. ..ii.::p.l \ I . �, --r-} - _�.{ � �f—��f,_� I-4-1 S 10 1 Aso , _1 rcc --- I , , t .,. _i ,c m ,.,r, o.`+ _�V P�1 i I --�', C .� I ; -- X 1 `''IQ '' /Y lvJa ..I__,_.. I i I --- s..- c/ HOT - t .� + \ I `I I _,_.. d r - ' R.__ ' -�+, ..__. ,.._._ i - PCRTInV Or13G,G.G ✓.C, p o._ +.m #15051", - __ .............. -am--.^ .,___ t'` _LLt,P... 4187._2,I 7q+LAG CG / �. t_ �_ 1 3✓v, ni IDENTICALo+^; "1N v{ J4.4o' i485 � RH _ x i - F b8.9,: trt r - ; }�- o 9C,.° w_, .J.a- -L)''2(dFL;iS - --"�--�'. ;._-.}-:- _- __-� -� { , tEl .,I � .. .� I ar__ y r t n i �:` �.L`:; 0':,:R �: , y- � , n� lu .I�a v,u,i � i , - I } I.. .1 I .- ,�i :. + '` I—' — —_ 1, ^ _F PROFlLE SCALES 4# --i a c, _ nn :., ;^:, � { f "- -s-.::_ , ... . { ___.'. _..__'_.__.(__ ,.___'__.,,.�{1 ,...-_._-_i_._� F -.:__� -.r_....- ; --fi'--- .. � u � 4. -{-_. ( 1.:-.._}.,_..-__. ._. .-i-.-{_�-. IF :. _.^+v-ati k 14> i t- �- { .4:. ---f' y, m - - - -- - r t y RI .. 1'- 40' . o N:: z� v. 'o, ,n,c- ✓ " :-N fi -I--; 7 - , _{.. HO Z N;NI �I, N m c rn v, TOP OF SOUTH CU' PROFIL , .+r., - ...m;:nl NI,JI �L:pl v 4�a, ._L.. r----. I.. i. -._..L. t , ,� , ., „... ,__ -� -.+._._; -___.-}_ i _-f-_� ^_ .- __ - �t-+-__ i { + r IN; � ,n�r:: -1� . 'Ira a ^I �+v { � _.ry i I,. , t , VERL. 1 4 _- - IDENTICAL - + w - , � Oa.uG' :'C /4'. -t -'.-1. i. ,,, �Pl ]a08.27, td+2b.GG ( 1 s . 'r ,..� ,.. '., - T P Ft 50 TH C R��RO 1LE -=, l { ° a __{ 10 12 13 14 16 17 18 19 20 15 ,.OR O78-4 CZ iq s�FG'R/,q H �/�/F o p18 RED 00 0 p b o G Mo Ak<v 4F 19 ?7f78 R DR/(rF a6a.zz_ �, 0' X� i1 / p� 20 g ACCEc 00 ^o v. o N F_ 22 it 21 R� c aNf 6 N 0 33 30 29 28 27 26 m 25 ��Q�N�24 23 N o m o + + 32 31 Lo N / a B.C.A757T ACC / NF4 cF ` 2 4' "�� w + R/W R EGV7q o ry�v ti ro CANE ti 6� 1aa%z ^t -- .+Z h M2 / 2 / / s 4aaCF ^ s - -moose`- -- �_ -R� - _ - - -- - _ - - _ - --_ - -- -- - =_ -- - 5908'- �0-s0' �58.eB' -SB-O� 3134' 7 Sz^.(3B'- 56.7(r BB-O �23s' Y8-4' 39'N£J•.-I' � \ 1487,22 i „ _, N 89°4_1'45" W 89 13 14 1 t5 __...��9 _ -- 0h'G 17 - N 18 ol .. 6 o,o - w _ f y, ^J� a P 5 5 2 Xh' � - -- - - 2 Ropy e0 k m 3 . �. 2 m 4`' i ti� ci w 2 RIW 3 N O 4 N m 5 6 7 8 ti 9 10 w 3 �U \4 �w M 12 1 13 14 15 16 �m 17 �ooaoaMSgRr9aF: z ., + 3 h PROPOSED SD 10 w SEE SHEET NO. 11 STREET'CONSTRUCTION NOTES - a ewuNma A Y DATA TABLE DATA TABLE ° Q Q BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA AA)'US LENCTFI TANGENT N o ELSINORE Oo U���__���,�, CONSTRUCT A.C.OVER A.B.CL 11 PER TYPICAL SECTION ON SHEET D - aA,T clvrE oPrQ. 4 O 0+" '�� HILLS RD. ����:��J.���_�� CONSTRUCT 6•TYPE"A-6"CURB PER RIVERSIDE COUNTY STANDARD N0.200. - FOF CALIF C Oi 24°34'57" 300.00' 128.7V 65.36' © 20'17*03" 3 2.T0' 174.17' 5769, o +6 SEE SHEET NO. 10 y LJ CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.401,4"THICKNESS O2 82°4754" 25.00' 36.13' 22.04' O7 27°46'18" 10ZG0' 51.86' 26.45' 12 N W N ca 'CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.NO. 101 FOR REVISION 2 rn� INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STANDARD DWG.NO.2D1 rn x 3 24°34'SY' 282.00' T20:99' 61.44' ® 207°46'18" 38:00' 13Z80' 153.71' ,n RED CAR DRIVE D CONSTRUCT LOCAL DEPRESSION PER R.CT.D.STANDARD N0 311(CASE PER DETAIL ON SHEET Z) 40 20 0 40 120 O4 24°34'57" 318.00' 136.44' 69.28' 0 O5 90°00'00'" 25.00' 39.2T 25.00' Q- - - - - 11 CONSTRUCT 5800 LUMEN STREET LIGHT PER.RIVERSIDE COUNTY STANDARD PLAN N0. 1000 O"' 12 CONSTRUCT 6",DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207 t GRAPHIC SCALE 1"=40' N gti WG ,'_'- ERT - - REVISION - PREPARED BY PREPARED BY.' CITY OF LAKE ELSINORE SHEET �v FRpFE58f ®HUNSAKER & ASSOCIATES STREET IMPROVEMENT PLAN l 3B �g BASIS OF BEARINGS: BENCHMARK �a°o�'S S^To`F DOUGLAS SNYDER R.C.E. 24068 EXP. 12131105 DATE R N C OF " 0 n-P • ti o° f,Pic PLANNING ENGIIJEERING SURVEYING TQ�/"T \lO• 30LA0 14 z4 DIAL rwo woRKINc THE BEARINGS FOR THIS SURVEY IS THE USC AND GS BENCH MARK DISK IN CONCRETE. `-' mree no9nee o-m"E. ..�•9211BH (949)saa-1o1ox:(949 5e3-0759 Av.�1 N V698 2 REVISED STORM DRAIN ALIGNMENT,ADDED DRIVEWAY R.G. .( - m BEFORE DAYS BEFORE CALIFORNIA STATE PLANE COORDINATE SYSTEM, N0. 24068 310 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH RED CAR DRIVE YOU DIG You'DiG ZONE 6, NORTH AMERICAN DATUM 1983, AS MONUMENT STAMPED D 307 1935, IS 38 FT WEST 1 REVISED'STREET PROFILE PER GRADING PLAN DS � E.P.1z/a1Cos SHEETS °o° OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: a DETERMINED LOCALLY BY THE LINE BETWEEN NOS MARK DESCRIPTION BY APPR. DATE ,n�, r CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN THE CLUBMAN COMPANY INC. <} TOLL FREE 1-BDD-zz7-zsoo SOUTH OF POWER POLE 19319 CWT. CORS STATIONS"ESRW" AND "FLEE", BOTH AS v cfvrL W.O. FOR: F.B. FILE N0. h A PUBLIC SERVICE BY PUBLISHED ON NGS DATA SHEETS, BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. DESIGNED BY: ED PARNELL DRAWN BY, ROSANA DORTON rFOFCALIFCP REAL ESTATE DEVELOPMENT a UNDERGROUND SERVICE ALERT CHECKED BY DOUG SNYDER PROJECT MANAGER:'DOUG SNYDER DATE: FEB, 2004 485 Linden Street,Laguna Beach,CA 92651 784-8 THE CLUBMAN CO. N3130'44"W(EPOCH 2O00.35). ELEV. 1425.76 NAVD 88 ROBERT K. MOEHLING, CITY ENGINEER BCE" 63056 949 494-3707 - � F�\005 i\Fnpinearinal TR 3frR9R\fr+xn-StrnFt\SHT03-clw4 y 174.,S,Y' .--._._ - -- ' _ —h-._�_-___ :® i + ! t t -f—)• 1- .. _ r 4+n :1c s v r T m laaau --}- } ( , ! i , I , _ ._-} , 1 _ , L�ir1.16u�G � t I ; [ j �I - c - - -' - - _•_�- � - - � f r I , ° t � � -� o� 1--�—t— , {—.�- ,—i{- I i. ,, : 1 TOP OF NORTH,CURB PROFILE +x..._ � r , ,, 1465 t x ,, I.. , --k a V.,, ;.. ; _ r. , + I_ � __- _.__;—I .i`��,--_ _.. _.. -�.� ".�, � �—� -« -1.-.. ':: -� (�.�., .1 ) .....Y7� -I'. C1�.-.." •:�}r.j .. :._. 7 ,_. , I... -.f.. 1 -f—( ..::i... � � -.1- : r..i.-�14:51i:�o. vfiu2uu; .., � ! r 1 :• ..• .�. i �I , - r I �R57_-.4 T�I U : a.l � t � li 1 TOP OF,EAST CUR Pf�OF1L,E: 1 —}-1 I i 3,,<3:t� , _., - _ :.: ...____—'" :i::-, _ ice.. 4..ti.. r !� .._.:._....—•._ II -.--. _._�__ .._. �,,J','`__._. -...- .� .-.- pp. tli V, I W lCn _ � .s"4% � i _ �Ir-, ra c5 Id. �, rn, -,. •.. � t� i - -- 7 .. ,34.. .. __ �w � c,i ©. ,+ , ..- � ��-�-,r--•'� - r, � --;>� /,y., rCq-R,---- t '__ �- .. "'i rt#' E�i--�!—: 1 I . 3 ,._.. i '..__.�..—,- C _..h K _-�J C.. Y'', k.�. n ( hil : 7 i + t i I.� _-T - TIC �I�: _.�. + 4 - _.: � -. + i - - 4— EN _. __ . - _�_ _ — - -�- 1 F } } { _i_. y iT -G c - :+. ,,, +v 1--.�1- 59.28 7<.�2,.�.Gi) :� 4 � � + : .___-+' - I--�.. +.: 4-- 4 "'I ,:_. � -,--�- � t �—�-_�- _. -I" `_. _ __r�� ,.. --{- .: C TERNE PROFILE +� �I_ _ -, N, __ -- -- 145a, �° - W i �465- I j � j - 1 1 o .li:i- , , L v; - - - - - - �:c; �_-� :.. -- ---'} --i .�__�. - ._ •�_ --- u .-:: . �. �,r\ }n to �.-::-)( inn K' ��.- i ._ �,:r - , —;- -! cl�,� ;" " m �• I I ' �I , : � ,"I ( i I -{—# + -Cy�x,, _,.x. cIrn__ -<.�1- +. _..- _..._ _. . C _ #�_� _!-'._ t _'------ .ice. 144 5j N, _. P L71?7E PROFI o �.. A -� � � �. ' i I I +.. , - .. � i ENTIC -_� -.:,. l.. : ._._,,.. �:- :^e -- w cal .,. - +_. 00 cv L_ .... 3 !.. F_ + _.i :..y - 1465 t � --� L t - �-�' � �r„v _, �" t � J I� j -f f -� -i_...�.._ - —1`gip. I , + I�o Vti iIv 0.i I'�I 14 � i t ., +I - _ _ __ _._. _�_ _ _ 1 - . . , +._ I -... .."."--a—,—�: ,.:._._ --. F 7 _..- � ( -}— - �' V i ' -F ,V!-✓' T -1 = r �- -+-.+ i 1 -t- '"j' t 1 1 4 T 4 i 1- 1-. i 1 I -I �--� 1 ,-i i � � h •... .J� 1.- c :f �. i...,; I ✓''' �. i -i i + ! I i I I ..i � -..i ;.._..;. I � : i � i.. � r �445 -. � i . ;:... .>- x .:. �I ;. __... -.--+___ _ .... � 1..._._:.;__,-..__-, , + E t + - - -—� , _r^� _(_ J -:i -..,.. - "__..:,_. I ___+.:._, ._,.__a _r _"'+_ a --�___ ._�. .a ; �� --_. ! „^C;�.....� .-_...,__s "i"._'!"___".+ ._1..__�_._T { ;_.._, F � .{_ ..-i , ,.. ,. + I U I /-;,x O i-.- - 2 1450 f , .,.'-.7.u'7,° . �..__'.:. __ .._.� ! J -._._ ___-'_�.:_ t t...:_ _ �._I_ + ...; i.. , i..�...:.-�_._. _.�--• i, t__.._1_1.._.. _-f—I -t -r r 1____7__3� t--}—}"�� ,..:. ;,� — _ _�L�,,. — II w, �� P WET CURB P FiLE _ t _7 1 -+ + -` �. �._ �_ _: __t ems, .. -a->-"+__�._.. �_ _ �- -4- TOP 0� WEST + 1 -- ...� + F r - - - i A 7 i I -, / it : U1 _ �-� � ,, , i -�-�- i -� ! (� PROFlLE SCALES s i - U +I TOP QF;S UTl f. IL, .. 0 HORIZ: 1" 40' CUR¢ PROFILE, -I— -� — j t/ERT.: 7"- 4' _ I sal �. I� �_ _-4_.. . �..f_ _.�, <. + - f ' ;• w,.; ivl I 4 71�.0�0' v.q i + v... , t ! , 1 -.} ��(j", _._t__t__� � _! "_ --��_ i __L._�__�____i. - ._,-.__�.._�1 �__j___i a 9 10 11 12 13 14 ^ k 8 =z m� 120 121 119 / \F - 122 + J 2p p Q 123 a.1r w 9`s/ 100, 124 11 G B 10 STREET CONSTRUCTION NOTES �.c zo��� m to <N 25 o trn - 6.0'/ �1•�Q \ / SG�GN� 12k�05YA tr p1TGN 1 o--CONSTRUCT 6"TYPE-A-6-CURB PER�VERSIDE COUNTY STANDARD NO.200.CAL SECTION ON SHEET 2. z CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD N0.401, 4"THICKNESS W U'A '� W ' 126 � o {� `\�'�, 2 yay�F ^4F Y ,p 4 \ N 51 D - - CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN PER RIVERSIDE COUNTY STANDARD PLAN N0.309 0 INSTALL STREET NAME SIGNS PER CITY OF LOGE ELSINORE STANDARD.DWG N0.261 W 0 SAWCUT EXISTING A.C.PAVEMENT FOR JOIN y0 ➢�' w q��y�F N R�y Y ��XO 1 LOTA�< 10�CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD N0.311(CASE PER DETAIL ON SHEET 2) / 11 CONSTRUCT 5800 LUMEN STREET LIGHT P8R RIVERSIDE COUNTY STANDARD PLAN NO. 1000 A� 12 -CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207 lflo,•�,i V _ .� � �4 �H3A� BG ��G. Gg ,�st '� Q�� 6 13 REMOVE ENISNNG B4RRICAOE 133 R fW fD �7 13 v 131 134 3 0�0 DATA TABLE DATA TABLE N .w ,y ty 13O � �i• �, �0 - BEARING/DELTA RADIUS LENGTH TANGENT Q BEARING/DELTA R4 JIU� LEN,TH TANGENT c ' / `�' z`O cn 11 129�`V 5���d0• Qi 10'04'07" 30000' 52.72' 26.43' 0 - 042526" 31t lo' 2455' 12.28' _ 2 C` - -- v 135 / \tJ`'�G SSE (� 04°2526" 30L J0' 23.i6' 11.59' ®,. - 10°22'36" 10 00' 19 58' 9.72' ,G 128 �G��.P�:.S�,F. O3 69'03'35" 53 CO' 63.88' 36.47' (� 89°48'48" - ��+:O' 83 08' 52.83' L` 11 - k o p ® 10°04'07" 318.00' 55.88' 28.01' rD 69°03'35" 35.00' 42.79' 24.08' O5 10°04'07" 282+90' 49.56' 24.84' - - - - 4 CHAMBORD DRIVE 6 04°2526" 282.00' 21.77' 10.89' 1,,77 o,c 70 h o 40 20 0 40 120 ¢ V M O O I- GRAPHIC SCALE 1"=40' N �k _ QROPesaION REVISIONS: - SHEET c �o I Mq 9< PREPARED BY: PREPARED BY. CITY OF LAKE ELSINORE o v d III 11 T �� R cry Q ovEss/ HUNSAKER & ASSOCIATES 7B J E R T ew ® STREET IMPROVEMENT PLAN it J� m op.S S/yyp<(Fy DOUGLAS SNYDER R.C.E. 24068 EXP. 12131105 DATE I A V N [ I e c OF [t DIAL TWO WORKING E@..sons s q P " PLANNING ENGINEERING • SURVEYING /+� ® V BEFORE DAO RKIRE 2, RE14SED STORM DRAIN ALIGNMENT,ADDED CATCH BASINS AND DRIVEWAY R.G. Three H.9nee IMne, CA•9261BG:(949)W-161Flt:(949)583-0759 TRACT NO. 30698 14 P Z'} NO. 24068 '�'m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH YOU DIG YOU DIG >yT crvi� OP?` 7 REVISED STREET PROFILE PER GRADING PLAN US Exp.12/31/05 a THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: CHAMBORD"DRIVE$ALLEGRIA LANE SHEETS F OFCA4IF MARK DESCRIPTION BY APPR. DATE, TOLL FREE 1-800-227-2600 - U'9 -CIV11. SCALE, AS SHOWN r Y• CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. THE CLUBMAN COMPANY INC. A PUBLIC SERVICE BY FOR REVISION 2 DESIGNED BY.: ED PARNELL DRAWN BY: ROSANA DORTCH rfOF CALIFOA. REAL ESTATE DEVELOPMENT 1w+o. FOR: F.B. UNDERGROUND SERVICE ALERT - CHECKED BY-DOUG SNYDER PROJECT MANAGER: DOUG SNYDER DATE: FEB, 2004 455 Linden Street,Laguna Beach,CA 92651 784-8 THE CLURMAN CO. ROBERT K. MOEHLING, CITY ENGINEER RCE 63056 949 494-3707 3 v .. _. - F\0053\EngineerinO\TR,_J0698\Imp-Street\SHTO7.dwq __- -_I. , _!.. __.,. 1� t 1 _.I C _t.. 1-__F j �:n I.... i.. :.. ._...._. !{- __. __J--l— i :i ,'- : f _._.—,—'t—;. -r , xJ,l,; 'E`k': .. 3 ( .{. ----` -f- --�_:_._.+ _ - ,...T '{._ ( V t t : :7.(, r i �.:M1 ,... s t ("" f.. -__ i —�-� i T P Fl NORTH CURB PRO 1'E 'I I� I� �� _! .,_ ��;„ _ __+ — __ __ —=— _.._.._{�., .. ,....: I�. � ,.._. �_. B FL-- - -{ +� I , + s + -}—I .� -.L., f_. p�: I i+ca v i }-- i t --�- , C I � � � I v - i C u,.C:�.4 :.ro 4 ,.I �; o, ,_ : M ( - _-is __' '.:_.' -J-. --.,L.:..- + -:__ i' }-'—. ! +--t--+-` ....:..::::...--. ,_. � 1 _ �.. :.: _ ,.0 L+x9-- _.:x +—�- i- � •. Y... - .n ,.n i" v ..,:. i :. , 't--v°S ! 1 I : : I :. [ - 1 S... I j" L.._I._ I �-� � � I E , 1 - j ! -/r-t -.n.: 1 C, C ..:�.� cc, d :ml - C a _ uJ f - - fOi -'Ip i ! ! I �I i I � i ', - w{" , m wI I , I ";F j ✓ v — . _ ITOP r I F NORTH CURB Ph�O L �u � f I - , �j __._ orn_- .,ICJ _ r F i p��, � _..y ,iv:: I.�a� I I '• , ! , I f ;. _._._._.•__ '__.._. .-.--_..._.._._ / .. ,.. 4-1-, ..�.-.-,.,-I, -t a F +........_� `-..r-_•--t--t -j- � - , } F F , -, o:w tiI l PROFILE�, I—�—"1—;-�� - :v + : — -- z _Ir4m- -F. p 1 �.. rn �, � t'.. { c .:::_ _ _ - ,. --'____..: ,:,, • + -{- rn t h ; ( : ! - , �—}— f `T- aup p '�, 7� o ! �_ I I { 1 1 :�: _.. _..._.:. �.— -. .: I_ �'1:p Iv>r v - o / .n ,.. ,.....) i ... � , I , t- ._-__- 3 ,,;u:, .� f� w' -_r -t__... �-t_.._.._ I- I__ —�- _T ._q__ 3 _�.... ,-�! /`,.i •„r rw,�., p -.� ram, /' , �,I / { t i. I-. i I , i... ::: - i'--- is n.. / ,... , .-r_._-. r:- _. }- ---- r _ -I _:.: Y- 17 jf -'--'[-, n r.� �f-- ! ...,. i. i —}—!. - (. —C cIo ry \ y / ! - i I - rt i m -i i 3 t a0 -. ,»- X lF 14 5 t i 45C � t 1_41 °�n;c y-� 'i 'CENTERLINE , I ! ,n cV 1 _ / .-/'.. �/ , .!� / , � - o n PROFILErnr C / } I-i t , _, �. .� _ f`_ _ >✓ ,_._ i -I-"�'_"` �_ a— �--f jr., ., ,._� n- a ', � I.� :. { / I i...l •-`r �:. i- i f { i 1 i. � ,. i.. � , � i -i i I 7 i _4..�{- .. }— 41 to i. t € i ! 1 rt UTH CURB PROFILE _ - TOP i OF S4 ._ _ __ , - vl� A — ,/ f w w PROFlLE SCALES -s,7 �....1. 'i-_.. / ,r y ::,x)". _._t_. �_ '__T:E__ r —� +- - i =— `3— . I _;_ , + { . f _w i I � °r ! �I . x �_ TOP OF OUirH CURB'P F E•pv .I ! / : V f S , RQ d7 HORIZ: 1'= 40' I --i i d K, t - 1 ._ __. - --i-- + - - -- _+_ - - t _-` - :. i I 14-5 E i - - i Al19 t I +I� I �.: - - } - 'l 18 T LIS w I+ ! �GD 31 17 C n �ILLL �.N �T,I k�L_ Of 7 STREET CONSTRUCTION NOTES' i '- "" { o r��+ +•�: w _ �, - - -- Oi CONSTRUCT AC..OVER AB.CL 11 PER TYPICAL SECTION ON SHEET 2. f 4fl o �a+:rfl�� — — C—` 27 2 29 30 ' 8 / o--CONSTRUCT 6"TYPE it.6"CURB PER RIVERSIDE COUNTY STANDARD NO 200 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.401, 4"THICKNESS -- CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO's.209&209A. 25 6 © CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.N0. 101 7�--INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STANDARD DWG.NO.201 10 10 O8----SAWCUT EXISTING A.C.PAVEMENT FOR SMOOTH JOIN c INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS NO.810 10 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD NO.311(CASE PER DETAIL ON SHEET 2) E N ttl Q 3 S TA RI NA S T. O� Q i f CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN N0. 1000 WC o p 0, Q 12 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207 20' S.D. + h N m N - Xt7 Ci Q0 13 REMOVE IXISBNG BARRICADE ESMT. j�--,�' vld v140 p ( NI2 N2 s V 11 ^- N __ - �i7y ti • ry0 NO. 10 z LOT "Et" 11 2 s CR ^IF! m o' d -----. n -ee v"�' F A \ \ m' 2 W 1w DATA TABLE pp?�/ 7 c,V 6 3 Rf - BEARINGIDELTA RADIUS LENGTH TANGENT 3 4 13 e 6 �•?� 7 1}9:�" n A - -- �i 29°22'39" 300.00' 153.82' 78.64' � .� ``� ° 2 S �,i O 41°5241" 300.00' 219.2T 114.79' v o> ,Q\ � M \ � i ,n. � �Irn I "' ! �� *(� ^ ,Vo `` x6 25.59' 33°12'53" 318.00, 184.35' 94.84' O 33°72'53" 282.00' 163.48' 84.11' m 7 CL 0 12 0 � �\�- ���� �°�� 37°15'45" 282.00' 183.40' 95.0T o V I co 3 \ © 41°52'41' 318.00' 232.43' 121.68' Y Q _ X"?^\V� 0 2e- I w e e , O7 103°43'37- 25.00' 45.26' 31.84' Q n 118 �6y�� 7�9 —R% 2 LOT A mILL s y1/ � � ® B3°19'33" 25.00' 36.36' 22.25' C Q�pFESS/pH 1117 2 — �—.— 7 y tee° r a M`�rq(� c m 109 1 h Q 116 110 -40 20 0 40 12091 v.M �18 m 115 v f11 �C ammva a P 114 113 112 N r pyL GRAPHIC SCALE 1"=40' 1TEDFOAL\FOP �Y-N FOR REVISION 2 REVISIONS: - PREPARED BY: PREPARED BY: CITY OF LAKE ELSINORE �a SHEET '` o 1� BASIS OF BEARINGS: BENCHMARK: oQROFsss,p� HUNSAKER &ASSOCIATES STREET IMPROVEMENT PLAN 9AM �a DOUGLAS SNYDER R.C.E. 24068 EXP. IF131105 DATE R u I R E I N C . OF THE BEARINGS FOR THIS SURVEY IS THE US AND GS BENCH MARK DISK IN CONCRETE o° F9 yc PLANNING ENGINEERING SURVEYING TRACT NO. 30698 z 4 DIAL TWO WORKING CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED D 307 1935, IS 38 FT WEST Z Three Hughes Irdna CA•9291.:(949)583-18102:(949)583-0759 1 4 m 2 BEFORE DAYS BEFORE ZONE 6, NORTH AMERICAN DATUM 1983, AS NO. 240BB THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH YaD Dic DETERMINED LOCALLY BY THE LINE BETWEEN NGS OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT REWSED STORM DRAN ALIGNMENT,ADDED CATCH BASINS AND DRIVEWAY R.G. E P.12/31/M STARINA STREET SHEETS Q YOU DIG PREPARED FOR: SOUTH OF POWER POLE 19319 CWT. THE APPROPRIATE CONDITIONS OF DEVELOPMENT ANDD. a COBS STATIONS"ESRW" AND"PPBF", BOTH AS MARK DESCRIPTION BY APPR. DATE sr r CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN' THE CLUBMAN COMPANY INC. TOLL FREE i-800-227-2600 W.O. FOR: F.B. FILE N0. � PUBLISHED ON NGS DATA SHEETS, BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 9rF CIVIL °V� REAL ESTATE DEVELOPMENT A PUBLIC SERVICE BY DESIGNED BY. ED PARNELL � DRAWN BY: ROSANA DORTCH pF CAL\F 4 UNDERGROUND SERVICE ALERT - N313O44"W(EPOCH 2O00.35). ELEV. 1425.76 NAVD 88 DATE FEB, 2004 455 Linden Street,Laguna Beach,CA 92651 784-8 THE CLUBMAN CO. o CHECKED BY: DbUG SNYDER PROJECT MANAGER: DOUG SNYDER ROBERT K. MOEHLING, CITY ENGINEER RCE 63056 (949)494-3707 1 13 v FA 0053\Fnaineerino\TR-30698\Imn-.Stre&\SHT09.dwq _._.•_.._:- T -t _. __.. I tI f FT(JP (3E WEST C(1RB PRE�Ff { t _ , n, +--__ a I, -,r.. } - ___-I- `}- } F -F -k----f._ -I---� __:..�,0(7 �C _ �` ;N <., { I � i ,. i , ,... ; j.-. I- IF a_�: OL I:: _ {.- i { I � I - .___ --�:0 4- r.,cy i : ' i -f � f. � I .� �-r:.,�., I :7 � { + ,... I ca �a` �I: � � _ L o roto r- �f 1{ TOP_0T UR8 PROFI - ---- , _sa. afw.,. nla1. + ✓, ._ _..-°-_- __ -.., i--'•-F---; - -) {- '-, - --�'. .o ,, v: t. t-1--- -- ,. f +, � I �, l_ - - - _: I. _ ---1__� ' _Iiv +a._ -+ ,,. ^ 1 ✓� �_ 1 ' � ' —.-,_..e; O+O: �>-,- _.--- 'tSt -.. � .�—r -_,-- -`- -------�-,--• 7, - '.-t- ' , '—�'V*o „I , , . ,T�, , ;1 _., h , 5 I f III I I I 3 I (+�.20 +;v ! rn /"�`/4:�4 f4, j:� .� a �.� +I , "� -T-; ^, /' _. TI^� ,. M. ,. { i. 1- j e�I ,-p.^ ,�•^ •_, i W:.4.'__:,r.... • .--__ ____ _I ...___.._.__ - --G-_.._- -_ - 5.7.8 F ; _ `I - ^ ,-�- I � i I �' , i I 3 ! f _ _ „ - -- -- - - _ - - - - -i CEhITC7R / PROFILEI -_._. :...., ..._._+ ,-{,�;7„--;', '---_:_�1-F.�._ra9.'3,UJ, ......�...:,�9 3._.4., ,..L... h - -, � I ' +,I ,-14 _.._r ,.. . -I-i � 1 +- � +-t + +- + 149,5 i- + 1 +--+� , 4� f _}__ ;. , � : 'I-' 'o 0 0•.{ I � ; , i f a f , __�-_-(-� �: I j__.;.. � nl. I _I �; E TERLI E PROFILE c - cJ�..: �'1i u'I --° rn ;- -i �— �-I - -{�49,•f� --, 41 A. W. .,: _.1.. { _ : a.'I is ....: ,. . 4 ._. I - ,. ✓, Rl1. 49?.0:. 7 NOO D01, c d - o'..v N i._. f o., i �:{. :I. I ..._. __,, -1. �- .. -n _....f.__._ , _:.. __I.. y. ._ --r�ia'' a^,�.. ^.... ^,.. j , • ice.: s. _ , , -}--j-:�-. _. I !. , + -C' - C _ i ._ t�eo - co' 1 gal i .. I f i f -:: _. 0.249Oy .. i t _.. i ..- --- ,, a __r �.__:_ �— �_ — . —�� ---�- -f_ ;._{ � - - r � {( _._. � r y ,_. � _�...{.. ( I..:. i 1495 �ro � , 1 , +�4 I� -+-I -�- i + -I ��-i { • j { , -} , +_t'_t } -�_�t�-,�-__� !-_`1_ � � � �__ } z OF EAST.. CURB PRO FIL �✓ i I i 'f f I � t � i i t l /?� 4 E � -F- I - -y- , r - �._ t__::I-,-�---,--.-L -- { I I } } , I {_ ; � I .TdP OF EAST-CUR PROFILE ,-� � � ^ _ .:., --a--�- f r- ___ _ - i , :- t - t y Gf ,. o; v•n '., %. j ' � -t 49 - 1495 I t 1- C x 145 1i 5 0 + f 1 - I o a1 PROFILE SCALES , I :,. . � 1 r , � + ; j I ' � + , -�{ ��o-�-`�--i- � c'I , z, + i.__i ml�i m{w! I � d n _ t- -i Sn+c, + - - - , � o � ( r�-v�5r 3 Pv,` ' � , M v i -�--� { � - -t-!-o•�;-'_. ' m^-�_, -F- f' i HORIZ.: 1" 40' _ ^ j i ART: 1 - 4 , - -.-_ _'_. .v ,. ,..._. _ �4;:1.4L4... ,_.- { o .._.. - ,�k•v- �s^__ e,._. f,n _.. .-_ '. _,.. t�is ' .-`-- _ -�i 77 jocl :r "i..__- : 39<"7,,.. ELL _3_ L1 v r - _ 1�J t -L i f I I 1 1 � _ - o�c o c ^,+ 11 12 13 14 36.36' - 24 25 r o 10 wv w� -SCALE.• 1" =40' o see 17 ST,gRslo /y0 9 / 98 99 100 o Sff SHEET NO. 3 •'W ED CAR DR. 28+42.31 / S^T - M 101 0 11 m W 11 0 F 7- E.C.R. 1 k 97 .. - �. C� '� ,9, 15+58.92 w 4p, 112 ,' S0' p' o' 3 % v N- N ( O9 102 ������ - 2 3 B.C.R. 24+S•RO 0 HiL 4-4 _,.} 715, sr.00 eR 6 y E�SINORE �g+pR VE QUICKSILt/ER RD. /' ro s3D 3� - ,N. W 28i-92.04R� 25 STARIN T A ^ ^k 3 ros cF zl<° F A ST. kati'cF 2 a o 8 eP N °� 7 1 o- 3 , .D ---- > 1i i 24 e. RAW 4 4 R1W 2 +" 4 O.6B J i8.6s•--_. �I Yx 502.20 3 29+32.71 6 3 I 7'S.D. EASEMENT 4 61 lC �` 76+48.92 �- rn l r- iN ��• FL6 CF �� � � I I.. E.C.R. 103 °p 12 o O O U Q) h l OFE38/ STgR/ M f08 105+ 8 cMP + u 1O7 106 v II DOWN DRAIN \\\ STREET CONSTRUCTION NOTES Z i m a o r A.M A r4 my T, o o RED CAR DR. ^ ` 109 �� LL CONSTRUCT AC.OVER A.B.CL it PER TYPICAL SECTION ON SHEET 2. SEE SHEET N0. 3 m m C G� a-CONSTRUCT 6"TYPE"A-6"CURB PER RIVERSIDE COUNTY STANDARD NO.200. w.�w,+s Am v BASIS OF BEARINGS: BENCHMARK: �e4 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.401,4"THICKNESS 4 THE BEARINGS FOR THIS SURVEY IS TIE USC AND GS BENCH MARK DISK IN CONCRETE a-CONSTRUCT UNDER SIDEWALK PARKWAY DWJN PER RIVERSIDE COUNTY STANDARD PLAN NO.309 sT CIVIL ?`r CALIFORNIA STATE PLANE COORDINATE SYSTEM, MONUMENT STAMPED D 307 1935, IS 38 FT WEST - 5 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO's.209 dr 209A. ,TFOFCAUFOp Q ZONE 6, NORTH AMERICAN DATUM 1983, AS OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT //-� C //�\� /I-J, I - DETERMINED LOCALLY BY THE LINE.BETWEEN NGS SOUTH OF POWER POLE 19319 CWT. o-- CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.NO. 101 Lam,L�.J I 11 ®RE / I I L L RD. FOR REVISION 2 C COBS STATIONS GS DA AND ETS, ,BOTH AS QUICKSILVER RDAD PUBLISHED ON NGS DATA SHEETS, BEING HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. - a7 --INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STANDARD DWG.N0.201 N31'30'44"W(EPOCH 2O00.35). ELEV. 1425.76 NAVD 88 ®—SAWCUT EXISTING A.C.PAVEMENT FOR SM007H JOIN y INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS NO.810 - 10 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D.STANDARD NO.311(CASE PER DETAIL ON SHEET 2) 40 20 0 40 - 120 DATA.TABLE i 1 CONSTRUCT 5800 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000 U M BFARIA /DELTA Rs 'US LENGTH TANGENT ti `2 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207 0t 30`524' 3000T 158.25' 81.01, �73) REMOVE EXISTING BARRICADE GRAPHIC SCALE 1"=40' (2) 36°22'29" 300.00, 190.46' 98.56'01 . - 1210337" 2 00' 03.91, 52,55'- _ Q _ REVISIONS: PREPARED BY: PREPARED BY.• CITY OP LAIC ELSINORE a 21 L 43" 28 0' f45.26' 31,84' SHEET o v �DFsss/D�1 xvNsnxEu &nssoccATEs STREET IMPROVEMENT PLAN MG /10 U 14. 83 iS33" 2 '0' 36.36' 22.25' r, e�LP SryY Y R V N E I N C M 23 s2'S7" 31h i0' 130.70' 66.29' ,�?a° of c"y DOUGLAS SNYDER R.C.E.RCE 24068 EXP. 12�31�05 DATE OF ry o ? L, PLANNING ENGINEERING SURVEYING TRACT o 4 DIAL TWO WORKING m Three Hu9-IN- CA 92618'I:(949)583-101D (949)563-0759 TRACT NO. 30698 14 ( 36 229" 37c!•0' 201.88' 104.48' o NO. 24068 BEFORE DAYS BEFORE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH YOU DIG YOU DIG Qe 3s2229" 282'•D' 179.03' 92.65' - REVISED STORM DRAIN ALIGNMENT R.G. -I E"p.12/31/05 z THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: QUICKSILVER ROAD&ELSINORE HILLS ROAD SHEETS Q MARK DESCRIPTION 'BY APPR. DATE ss Q CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN THE CLURMAN COMPANY INC. TOLL FREE 1-800-227-2600 O9 90100`0✓" 2:,00' 39.27' 25.00' 9 CIVIL W.O. FOR: F.B. FILE NO. n A PUBIiC SERVICE BY DESIGNED BY.., ED PARNELL DRAWN BY., ROSANA DORTCH lPOp CALIEOR REAL ESTATE DEVELOPMENT 4 UNDERGROUND SERVICE ALERT CHECKED BY, DOUG SNYDER PROJECT MANAGER: DOUG SNYDER - DATE: FEB, 2004 455 Linden Street,Laguna Beath,CA 92651 784-8 THE CLURMAN CO. 0 ROBERT K. MOEHLING, CITY ENGINEER RCE f 53056 949 494-3707 '3�r P\00581 Fnaineeri0C\TR.30698\Imp-Street\SHT 10,dwq _ -- , RFA E: , I- -- , FINISHE SURFACE FINISHED SU C _.. - - Q FFINIS G t ro c'N : ', :. + , - _L__ _� __+___+__>_;_ 1 �- o- i !_�Z/ I14u5+ - - I -{ { + + # +{ 455 f / _ IIHED SURFACE I ,-� , P ��ti y, {- _ -..._. { { I I r ! s -s=0.o56 � (��������, m� l ; i, j =, _ _ _. � f _ - - +-- J- H.G.L. HCL , r -i ( j-I .-.: i j I I { y I o s � FINIS'HEID SURFACE - , , I s�D.0o4 _ �' I I � EXIST 4"�P PER_ �--F•- �,./� -, 9 f--r x � z � r , I -{- _I----� ..:.TI�ACF,2547�.., : „/-.. `7 r� _ r ,�... , ..;--._;_.' --.__--�. �.�_� ,_-- �,/ _.i- u, �. l� � �__ � ; { ' -+--F i I -i I i � - � I i\ K ._.U': ff, .\� I___�__�) � C T 1 ! 1445, t t �-- : ...tea ci 1 _ ,. oa. .. ,.,¢_. ;�. , __+}--� t� � - , I r_- -_ + { : N:�� ,�ro i f , N ; � �: ! h � �.�,. ,� � I i � i ; � I � 't. ! (" { ��71 ;. 1 ,. - .pp1..__. y. �.._.+v: T -F..,. s _ o,.�., _ gym... _ om !__ . .. j :S'0 =� 'I '.- .'.... vl� � ,- i -�..- i -#-#- ! c�. _. oo I o c�: � � m _., , � -� !;.... <+-' .z w �ro z ;H.GL / T , ;. W m- , w�--j---, I -{ { �. \ssr + -! ti... �� a-i(; 6io\PD I g.i a.. rI .t _ ___ © _o_ 8 & FA 14QC} 4 �r 14 r - Q , �_ ro'. � ... ,. _I y { ; ,-:. I. v- 464- / O,/ �.. t { FINISHED SURFACE w z SHED SUE INST s n2 L F__ Ns_3fi.D LF ]NOT _,.' "a --7- i.-----'-� .y_- ,:...---- l- -._ _. _ _-. :-.. T! �.-.. , y m W t W a 1" T ! �.:. w z FINISHED SURFACE z f 24: RC.P.' cuss I 24 R .P. c,s I 18 Rc.P.:GLdss:l h _ - _:(44 ---+ _ m a Z 1 no Q o + _ $ �� v � --*-__;__ ..�.i_ _ y _-{- � r : I I ti• 1485, t.-- _+--t_-1_ 1485 r 7 6 + r 1475 : � : -}- � of ; v o I ! 7G9 i li •,� (- i w ,� d! a n - .o. s _ a- a- _ __... I I i � , '.0 rn i N"�' ; ,... 36 RC',P.:..:.ER. - ... .__ t _.: d- _- .„ _t- -1---7- o- o + m QrooI V,, 72. fps 7RACt.2 479. ', ; __. '� .,I :I -..6.0 f s - -..._ ! I _I ak. i w nwx� P - VNAx 123 fp.s. i 4 gl m g a, 45� �.... - �-..... _- _ ,......, _1470 : r � c s-o.o __,. I... _- �__{_.-. ___•--_. '._._.;-- -. :.---1 }__s -..__ .- a ; -„' .._.11�'_.�!}-._F--1-- '0 - Qreec.f. .._ -.�-.. . 8 :.�.. : vM =s.D f.ps. 4_ \ _ x �, �_. -i-., ,-:._,F, �.. k +.�---._ _-.-.___ _.__.. -.u- O __. , zl� I � I \ �{-� , I m; : � k LINE C" -t-�- I - `V F m o g. w -. +(USE WATERTIGHT JOINTS h�ROM 9TA: 1+01.86 TO STA. 7+19.83) _0 5 -., --�---i.a _ ,...{ it \f i4a75 ; 57.O..afs V =:74. E .s.. " n i. . � �a 2 p _ PROFlLE SCALES LINE B 7A ! , A : ;� .- oo i r { I i r+! }- � _ w� i � � i i f � { 1 I-` , i SEE PLAN ON SHEET !13, �-� i� I' N cam I M (-'-.- :v m{ -- �` w ± i. ^a a i r .� i { ;._--..F __,'-._- INST 79.31-.LE' _ INSI-1Z67 Lt# ____ 35 _._"._. _(N57+.8&..7.3.1.E ---.._ : .-a__ ___ .INS':T 2 0,19 LF.-.. 6 R.C.P, -1000 ) _._, ,_.._-_. __.. .-. { r�_ - -.-.- ,__._, , ;.. INST s2.6s L _ - ►# _ VERT. i - 4 24 R. CLASS IV I.! _ _ _. 24 RC;P. CLASS 1V -..`78�4, R.C.P., CLASS IV_ �' _ _. ' (USE WATERTIGHT JOINTS USE WATERTIGHT JOINTS (USE WATERTIGHT JOINTS) (USE WATERTIGHT JOINTS) 12 13 14 15 a � 2 3 4 3 LINE ,A,, ��LINE "A-1" 0A LINE "A-2" N N Oroo=5.1 c.f.s. Q1ao= 4.3 c.£.s. N o 3W m n, VMaY= 29 f.ps. - VMAX 25 fps. i` m,Z +o? + r I i I N -- SCALE: 1' 40' 1 m j ( ( - I +._l ( I', o ' W SCALE 1" �r i 2 �,y"`.... --+ 4+44.�"+,CIN�'°A" B.C. /. 1. EXIST. 36"R.C. P�t2 1 ED ' -1 z ..w y LINE 'F--2" TRACT 254�4 s. -f;#p0.D0'UNE'A2 2V '81 a LINE "A" __ 4+4523 N 36°12'24" W N 1*39'26"E NE A" J.S. NO 2 21 4 15, ? v N 3+12.61 .�_ � 4:, i4 _ 1 15' 99 1 0� 83 -p 0 10 I Fv _ - 8# �33 1 3+02.31 e ! i 1 -- �90� �- Lc `ST STA. 15+65.21 STA. 25+84/4 99 - EC. 100''ggt ./i ,N 0 18'15'" --_.. f'C:B:-NO i 91 _....._....._} Sy1Fi,.ti _ ! : z I0 C : 1 - L=14'H-T j - � q " f .� T� , L=2V H 4 _ EXIST. 24"R.C.P--PER- -__--- - 4+14.58_L 'A ,,�-.1 b C.B./1 �,. _ •L ,/ %ti- / ST STA. 25,A85.80` iN CB JJ20o i 90 i� r----- TRACT ---._ INT. LINE"A-1' (81 C._. 'I `� _ - ... / - _._- / z'- - I; k`. ,� ST 5FA 25+1465¢ C.B. N0. 1 58-LINEI i "tI 1+2279 �/ C.B.119 _ //, ,CT.:C B.I NO,� _ ___ _ r ,94� -. - m �'- ,+a- _ �p `. i .'f=21'H 4' _ l •..,• EC. d` r l�6°00'00"E / e 'I i ✓,� C.B. 20 - - 1'_" \i fL J S. N0. 2 _ J x EL�T6 ORE�17LLS R , 4+20.77- P.R.C. #65:-tB-4---` \" ,1+6679 --� 'i m � CL ------- GONG. COLLAR .I.. �.: ... B.C. ' - -- -- LINE,, "A-2", -- - i 1 a N�60"?8'15 =60°00'00" 1 n" LINE"F 1 z o PROFILC E =/ FOR r SE-"SHEET 14 Y 't 04' BC 2+36.05/ \ F'tJ l ST. STA. 16+58.92- a~ } ECC _ 9D g WLEr TYP€Ir I � �._ � I "� �... � ,� + 3' P.U.E.ij F Fes- ---- --- - -.- - l " I m i 5 o r BEAR1Nc/oEEZL LINE A/CURVE DATA LINE"C"&F"CURVE DATA � I 8i; S LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT A ( r FOR REVISION 2 LINE AAH Q 0 90,00,00" 2.50 35.34 22.50 Q � 14'16'46" 45.00 11.22 64 ti ROFEMA 2 © 28"08'25" _ 2250 11.05 5.64 �OQ N 0.MgRN't! © 88°11 13 45.00 69.26 4 5.60 © 59°52'20" 22.50 23.51 12.96 ti� �p 0 2°52'09" 319.50 16.00 8,00 c 60°49'02" 22.50 23.88 13.21 5 m 40 20 0 40 120 CO RUCTION NOTES p 15 ; o 0 E; 30100100" 22.50 11.78 6.03 o 80 INST. 18" R.C.P. (CLASS IV) U 62°10'55" 22.50 24.42 13.57 sT4TFOcivil ?P O - GR/aP�'-{�C SCALE 1"-4�' N� 81 INST. 24" R.C.P. (CLASS.IV) - - o a 83 INST. 36' R.C.P. (SEE PROFILE FOR D-LOAD) d 87 REMOVE INTERFERING PORTIONS AND JOIN EXISTING REVISIONS: - PREPARED BY: PREPARED BY., CITY OF LAKE ELSINORE SHEET - m D I (90' CONST. C,B, NO. 1 PER R.C.F.C. & W.C.D. STD. B 100 I �` !;1:---- CONST. J.S. NO. 2 PER R. .F.C. & W.C.D. STD. DWG. N0. JS 227 - i��pt#E �\\ HUNSAKER & ASSOCIATES STORM DRAIN IMPROVEMENT PLANS //� d E� 81 STEVEN E. BARNHART R.C.E. 25167 EXP. 12/31/OS DATE I R V I N E 1 N C R /2\ REVISED LINE A,A-1 &A-2,ADDED LINE F-1 &F-2 MY / � ENGINEERING SURVEYING TRACT N g,50 DIAL TWO WORKING 98 O C L P C. T W 0. 8o3 ' i /y -� Th-H gb,wwm,U 92618•PH:O05-1010-M-0491 5 6 3 4 75 9 1 REVISED PFOFILES FOR LINE A,A-1 &A-2 SB /7� y 14 BEFORE DAYS BEFORE 99 CONST. HEADWALL PER CAL-TRANS STD. PLAN D89 m N0. 25167 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH -YOU DIG You Dlc ADDED LINE B-7A PROFILE(PLAN VIEW ON SHEET 13) SB I ap 12/31/05 PREPARED FOR: LINE"A" LINE-C- LINE"F-1" LINE" - SHEETS m 100 CONST. RIP-RAP PER DETAIL ON SHEET NO. 13 IAyT THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ► TOLL FREE 1-800-227-2600 MARK DESCRIPTION BY APPR. DATE ,,II{�d,� Q' GTY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN THE CLUBMAN COMPANY INC. va '104�--- CONST. EDB BASIN OUTLET PER RIVERSIDE CO. LID BMP STD. DWG. W0501 1 v CIVt� W.O. FOR: v.e. FILE No. ro A PUBLIC SERWCE BY t DESIGNED BY PATRICK PAGADUAN DRAWN BY.: PATRICK PAGADUAN A°`G>CN-tFd REAL ESTATE DEVELOPMENT UNDERGROUND SERVICE ALERT ��������--- DATE: APRIL 2004 455 Linden Street,Laguna Beach,CA 92651 784-8 THE CLURMAN Co. p CHECKED BY.' DOUG SNYDER PROJECT MANAGER: KEN SEUMALO RCE 56915 949 494-3707 3 Gy P'113-0775-01 DON CI,URMAN-TR 3OW WOMPIIMPROVEMEN7SISTORMDR4IMSHTi1.DWG v r w rr v v v v � v v FINISHED SURFACE'_LtE ;, ' FINISHED SUR AGE k { ":-f , .. :. ,. _.. � , I ._. I , { {(} JQ �_..- _ ___• Ifs , -t-ti_}_._., !.. -�-6 �_� .,---} { j-. ( (�#-.-. � I G -i I::{ - - - eR 56 - -- { I 1 �:__ _----k-�_,_. p3 { s .-{ - , H.G..--_ 1470 r r -k-7 t � -t I ! -! rrF 4195 _i' - •! ." : 7'Y'/[/7� �_} �� , P , i ', I ;-`t-+- /�___�_-I-I,i�i: � (.-...._, � �;�-. 1• '. :� r' \:." f �_-'.-j I- _ € Imo,9�9 FIN/SHE�SURFACE z F _ 1465 �' - - -- r� I. z; ,. k �. Jar' i v 1 j I � I F. \� r /: i �•,w � i mII ( I I \ { {T__{ t �'! \ \ , {. { '\ j ,... •^.. VMAx='8.-f.os. ^ --- I z U a � , Z 1-t- (- `FINISHED I ! !-. +.,,-„ ,___,_ 1 t is t I- ,. S- .._:_..._�...__ _ ro N. - _ __,- __ ff, s, _ _---_-t_._ m{ ,__, { w_._y_._-, , D2 NST 3b.D4 L.E. FINISHED SURFACE i455 z -.. , }... -1 F ,. ._--.. : - { ... .{ 1t I 1 t\ ( I 4: QOo« D.5 0.f S.1. N -. ( -►-- ,: N .s+D2�8 LNE,_B;; 1 , v ! �; �, a "M w 1 1 18 R.C.P (CLASS IV) ,n - - :.:_._ :._.:_ _._. - - _ _ --.- :- ,--_ ___:_ 8--4- -_ -m- t_ ,--;-�-. -j; ` " 0.6 -- .� •n^ (-I ( �fa `fp'3. 1� n "..�� Y 0 �'�I�1Iy _ LINE B-3a + o. I t � I ,p ', 1 v YMAX 'I 138 f.ps.m t F I _ Qr.7er ^ INST 1Zfis L.F. ^ E ��! s L/ --__.- -_ , ,. _. _ _ ai FINISHED �1 n + -�. { -j -- � p2 o -} ;..-�;�;. : !r ,. { - G ' ( ) : i+00.00 LINE"Bti3� :. car 1 ` ...'. ,:. S-0 g I {: ,� 6 o; ( : f , { , _.. , "18: R.0 P CLASS IV i i I ,� _ � ^ 4 J- - - r m _ _ SURFACE Q - ri - - t � � �+\ LINEI B 6 s+�Zs.tD LaNE B ; /46g �6 j_ INST 1o.et L.F. \3. \ i RC.P, (C(ASS lam, Tyr+DD:Do uNE B,z �_ E Hci. a + O _ 1460 09, I h 14651 m} _ O -�-- -- s �L INE ,B 5 I _ i I'. ! , 1�. Z FINISHED SURFACE. �, �P y ! s'�se ' �j9: JQIN t5 PIPE PE�74 _{ -; f-:. . , 1 !I i j - , { + 1- W v. _,2. . 00:< 5-0.0358 %, \ : qP - p. GRRIDIMG PLAN:- l-^ � ! 66 E-. :. ,� �...-_ ; 8 S ER t - -j- _::- .:.a y... „�o ",� CONNECT{ON TO CATCH k +.-. -. MG¢ .Pcy- ,,, +o BASIN PER DETAlC - -� _ W 14605 SHELa 1455+ - 1484- \ ,. 1_ ;-{ : , f-.. : �: O _ :_ 3 .�_.._t. ..-.�._. --... _, L-. _.�_---a:_. • (.-_.. + -�F _�� _k--r-.. ;:.... _.._.�.._l....._, �:y. � ,.:,._--1-.. ;..._ ._. (��-- -'- 12 P.V.C.-PER ; y/ ; #.. ,.. k. ) ,. ,. ._.. oo GRADING PLAN : 0. r„U. _. . m.,.-'- -.{-. ( ... .. ,-. i O_.. �j• 456.1`0 1-_..A. ;.P ..._-I. , 1 ! r t 6_. €4 I_-, : d _.-1 +'. I,s-b.04i4 j. __ _ ! + LIFE g { ai r Nv _t -- a CO+.._..�.._-1 4- -I---'_.. c U 9 .. :Oloo 403 c.fs !Q 366 c.f.s. 1 =136.1 c:fs.: s C '�/A56 ' �+,, �1 145,.. \ 1oa w Ofa. W g v - tt t s - _ 1455 a: oa pa. 145 o k. ;m MAx 9 iVNAx 176 fpa:: q to YMAX 166 fps:', Z: A:. a ;F,� "Z1 ✓ '! '� \,.. I...., w �'^o,\ : z -- - Tao ( -zW ,m t +. m - - -- ._ - �J k - - _ Ver '74.8 T .s.: I :-¢.. ,' i= p PROFILE SCALES is _ ^ 1455 z io + + BIZ: 1"- 40' -_ : `�! : .70 .F...:.__,__ -.. :"81"". .INST i 66.LF.^ _ _ * iNSi 17.83 LF.+, Z'_- :O, !z i{.&.4'__ INST 30.87 LK +._ - - -- - - _ NST isi.,zi LF.3&,_RL.P. (i2s0 D)_ sr 13.u- - IN$r 1 z F. r •• -- I W U w - RL. 1 - 4 - 1 :12 18 -R_ p (CLASS IV .-1 R,C.P (CLASS l - _rn:.• I«" *' .:1 R'C.P'(CLASS I 1 2 A 6 7 p (USE WATERTIGHT JOINTS) USE WATERTIGHT JOIN Y / U LINE 'B-1" ��`,. LINE "B-2" 2.47• ± ± INST 41.15 L.F. ± A LINE -B-4" Q100= 7.3 c.fs. Q100=2.1 0.fs. 18"R.C.P. (CLASS IV) Qloo=0.8 c.f. VMAX=4.2 fp.s. V,VAg= L2 fp.s. Vwx=2.8 fp.s yr Q1oo 5.6 c.fs 1R.C.P. - INST 8.722.E. VMAX 122 fps e R. . (CLASS Iv) LINE "B-3"0 0100=9.7 c.fs. _. "`` `' �,,,✓ VM4X 10.6 fp.s. - I avi / 'X NO 'IN HEADWALL ~ A'- _ .. ANDNDOWN DRAIN i0 TON RECEIVE ORATING - DOWN DRAIN E DETAIL W Cam. SCALE: 1" = 40' OF�RP 1'6" VARIES WITH SLOPE SE BELOW x I � y CONCRETE HEADWALL 4" zIul z h o 3 g S ih '•.. � m,-1vo �Ia "`iJ'!'. ""Y __ C__ T1PE PER PUN \.• P� _ m CC) ,.,, DEVI ES HEREON NAEOTES + o I LAj F CN SECTION A A SECTION B B W . �y ` B LD 5 TO REMOVABLE GRATE #': - EXPOSE 1-114"PORTION OF `NV '"•" WE WASHER - .0 2" THREADED ANCHOR BOLT �(D •q t:e � w w q, w �a2 „ -ti�l _.♦rjq � �[ TYP { A +81 ,� �" ;q4 PERIMETER SUPPORT anrss �_� - a T' G1LV.SUPPORT WGARS 0 9"D.C. w.t 1 2"X6" 4LV.ANCHOR BOLTS �- a ,-. Y _ ( ) + •- ; _' + c NOTES: SET IN CONCRETE 4 TO P p 00 «: � O O : P• 4" G4Lv BARS AT 3"O.C.WELDED cc O N h h- m SUPPORT BARS 1. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE BUILDING T M 3r 4 . p 'I °> Z 7 O o A O O ,,/ {�V /4 OFFICIAL PRIOR TO PLACEMENT OF CONCRETE. +^ a PLAN VIEW 2. MATERIAL FOR CONSTRUCTION OF DOWN DRAIN SHALL BE CONCRETE L FOR REVISION 2 'NI ! + Z L h o0 gj t'- O z u N W cp 10 o.l;^ Z W II REINFORCED WITH 6"X6"W7.4XW.1.4 WELDED WIRE FABRIC. Q p =1i lI N To U ¢ _^ v II fix.,- J �. . pFES3/ i:'? V .W p 7 W O II 2.11 U v,':m -Oc ¢m. Z 3. DOWN DR41N TO PIPE TRANSITION SHALL NOT BE USED WITHIN PUBLIC _ ORS A.Mq ON'1! @ 1 i 2 M I 2 �'bl ._ O O ,jY�� U II m Z `n U v _ ,. - ROAD RIGHT-OF-WAY, 'J�Z mom. *mom �U N�7 m hAD RVE DATA . . 4. GRATE SHALL BE HOT DIP.GALVANIZED AFTER FABRICATION. e r mo !! LINE B"CU 01, o o��W BEARING/JF IA 'US LENGTH TANGENT rn a 690,, A CONSTRUC77ON NOTES m DOWN DRAIN TO PIPE TRANSITION `E> crva FP 80 INST. 18" R.C.P. (CLASS IV) ...�::.,./ INE "B°� -- --_ - - _ N.T.S. - 102 �a �- _ - - 40 20 0 40 120- o� 9TFOFCAI.\Fo0 81 INST. 24' R.C.P. (CLASS IV) w 2 82 INST. 30" R.C.P. (SEE PROFILE FOR D-LOAD) p 5°03'20' 4. 0' 79.89 92.86' `- N 83 INST. 36" R.C.P. (SEE PROFILE FOR D-LOAD) - GRAPHIC SCALE 1"=40' a gti MG /l_'-ERT 90 CONST. C.B. NO. 1'PER R.C.F.C. &W.C.D. STD. DWG. NO. CB 100 REVISIONS: - PREPARED BY: PREPARED BY., CITY OF LAKE ELSINORE SHEET 91 CONST. M.H. NO. 1 PER R.C.F.C. & W.C.D..STD. DWG. NO. MH 251 �� HUNSAKER &ASSOCIATES 12E O94 CONST. J.S. NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. NO. JS 227 i� f�9c�� ® , R v I N E N c S DRAIN IMPROVEMENT PLANS i E 84 y STEVEN E. BARNHART R.C.E- 25167 EXP. 12131105 DATE OF 4 98 CONST. CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M 803 2 REVISED LINE A,A-i &A-2,ADDED LINE F-i &F-2 MM ! -���'a RA"� ,4{ PLANNING ENGINEERING SURVEYING 2 DIAL two wBEF E f REVISED ALIGNMENT FOR LINES B-3, B-30, B-4,AND B-6 SB Z ff ti '` Th_K%llr•WITH,CA 91618•P (9491589-1010•FX:(949)589 59 �2�\ NO. 30698 BEFORE DAYS BEFORE 99 CONST. HEADWALL PER CAL-TRANS STD. PLAN D89 'r� N0. 25167 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH Q You DIG 1 REVISED PROFILES FOR LINE B AND LATERALS SB Up.12/31/03 PREPARED FOR: LINE"B"S +SO.00 0 STA.S+®O.00 SHEETS a YO --- TOLLE i_eoo-227-2800 CONST. RIP-RAP PER DETAIL ON SHEET N0. 13 MARK DESCRIPTION -BY APPR. DATE {{ CIYi` Cltt ANDTHE APPROPRIATE 3TA/TE LAWS,DANDNA PERMICANS OF MBE ISSUEENT D SCALE: AS SHOWN THE CLUBMAN COMPANY INC. w.0. FOR: F.B. FILE N0. C 01� CONST. CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. NO. M 816 �1 ,,� A PUBLIC SERVICE BY DESIGNED BY.: PATRICK PAGADUAN DRAWN BY PATRICK PAGADUAN '`��Cr CA0\ REAL ESTATE DEVELOPMENT �. UNDA PUBLIC SERVICE ALERT CONST. DOWNDRAIN TO PIPE TRANSITION PER DETAIL ON SHEET NO. 12 u� DATE: APRIL 2004 455 Linden Street,Laguna Beach,CA 92651 784-8 THE CLURMAN CO. CHECKED BY: DOUG SNYDER PROJECT MANAGER: C KEN SEUMALO RCE 56915 949 494-3707 3 U P113-0=5-01 DON CLURMAN TR 30698 WQMPIIMPROVEI'AENTSI STORM DRAINI,SHT12 DWG F I 7 rr 17771,77 7717-7- 7-4-- 4-4 I j A- 4 1 + fi e. 4 4414- i. -l- _j L_ 4' 44- A -,`L_-[_14 4. 44 1 i i , j 4-- 4 -4-- J -1 t -4- _J__j 1. _4 -4-4-4- i I t + 4 _j 4-4--4--4 mom,®.------4, -4- .......+ v _j _A- A I-T•Low 4 4-A FINISHED SURFACE ------ -44-4-1-.4_ 1_� .......... 4-�-t--- r J., -4-4--+-L 4- -4- -1-4 r 4 444 --1 + t 028, J.- T _4_4� �_J A.. -0. j�"1i-4jj1 4- H.G.L. FINISHED SURFACE L _1 j j, 4 -D SURF J FINISHED ACE T_FINISHED SURFACE CE 71 t FINISHED _q, + 'o t-44� H.G.L. .-A t + j 4 ,gip it !N i 5 E._4 +_+ cN + H.G. _S4,004 EXIST. J6"R.C.P. PER�14,60 i N.G.L. TRACT 25479 + A S�o. 008 v. -4- A T_ t J,_ W04 tl _=6 44� 44---t -44; 1440 1455 7 _-Tr 4 4), -4, 4 _j f L r 4- 4 4 -4 La m 4 4� 49�. -4 4 A iv. l.-HI-L-14- JL_ Qjoo 7.1 j-L4 �-!Qjoo 4 J �5za,c.f�si. 04,V 5(L 0 c.f.s. �Z,4, I!cls._i. PROFILE SCALES .2 r-fA:, 4. ; -4--- t�_41oo-65.J afs. n I �_ Z, I I _'2 �Z6 p.s. 6 vw :z.,51 f.;Ns., z_ 's VWX V`mq :4.2 ,z VAjx 2.4�fp,sj i 1 �i zz' 18.8 fp.s. Vua 9.7 f.p.s. vao v I. c �o Q VERT: 1'= 4' 12.5 f.p.s. i t I I I � i i : I I 1 1.2,fp,s� + + 4--4-- -T� + + HORIZ: 1'= 40' INST I 44 LF. �5Z14 LF J6"j R.C.P. INST 29.38 L.F. -_jhST 41.IJ_LE • QNSTJ4. j� INST 36.00 L.F. 50� -q-P. (CIASS_�Nl I Iv)-_J6 -i-i-L-Lil q 1 - _1�7 CLASS'.. JCLASS iy)___111111_� R.C.P. (qL�SS,:t�)..1Iq,"_R _Lp�: (USE WATERTIGHT 'DINTS) x I LINE wir 2 1 1.96' •1 2 2 LINE *B-l' UNE 'B-2" LINE "F-I" LINE "E* LINE D SEE SHEET 11 FOR PLAN VIEW CONSTRUCTION NOTES INST. W R.C.P. (SEE PROFILE FOR D-LOAD) 81 INST. 24! R.C.P.,(SEE PROFILE FOR D-LOAD) INST. 36* R.C.P. (SEE PROFILE FOR D-LOAD) CONST. C.B. NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. NO. CB 100 LINE *E" CONST. M.H. NO. I PER R.C.F.C. & W.C.D. STD. DING. NO. MH 251 CONST. CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M 803 CONST. HEADWALL PER CAL-TRANS STD. PLAN D89 n, CONST. RIP-RAP PER DETAIL ON SHEET NO. 13 -2 W CONST. EDB BAS11111 OUTLET PER RIVERSIDE CO. LID BMP STD. DWG. W0501 + o'/\ 99 a cs 3+24.53 81 W ai CL IMT.- B.C. LINE ONE "B' 3+2521 91 80 7 CL M.H. NO. I "ORD ONE 'B-I' A LL LWE N L N 89*44'23' W <=75V0'00` 3 B Sr. STA 12+69.52 NO. I Ic C.B.&2 H=4.8' Ic + UNE 'B-2" C.B.114 N 48*12'5e E <=6257'19" cd • CONNECT 12'PVC PER ST STA. 12+64.59 DUAIL ON SHEET 13 'z11f=C.a NO. I + 7'H=5' NUNS C.B. 115 uma ) 40 20 0 40 120 0 LINE "Bo m GRAPHIC SCALE 1 40'j,., a REVISIONS: SEAL-EP PREPARED BY- /_� -4-- PRIPARED BY.' MAYERS & ASSOCIATES 14 MG SHEET -'- FRTCITY OF LAIC ELSINORE ofESSO', CIVIL ENGINEERING,Inc. STORM DRAIN IMPROVEMENT PLANS - CURVEDATA mq < GARY A.Q4RTN R.c.E. No.5a318 EXP.T1301-15 ffl-ITIEf PLANNING-ENGINEERING-SURVEYING OF 7t� Tyro Wlx6<Nc BEARINGIDELTA RADIUS TMCT NO. 30698 LENGTH TANGEN7 14 DIAL Im BEFORE 4YO029" C756 35.46 N SHEETS YOU D 90.00 NEW SHEET _m7m , THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH FOR: UNE"r STA.0+65.74 TO STA.3+50.00 774E APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED 69*O3'35" 45.00 54.24 30.96 MARK DESCRIPTION BY APPR. DATE SCALE, AS SHOWN THE CLUBMAN COMPANY INC. TOLL FREE 1- 227-2600 - CITY AND STATE'LAWS AND A PERMIT CAN BE ISSUED. REAL ESTATE DEVELOPMENT W.O. FOR: CO. F.B. FILE G. A PUBLIC SERVICE BY 39*26'19' 45.00 30.98 16.13 PAGADUAN DRAWN BY: PATRICK PAGADUAN c,v" 455 Linden Sblmt h,CA 926S1 784-8 THE CLUBMAN PROJECT MANAGER: opcAof, DATE'. AM' 14 (94j)=m 37:� UNDERGROMI)SERVICE ALERT M. D'OU`GSN�DER ATEFEH DATE: R.CE NQ_. �13_96 7 v Dwq.Re.osion Mt,0"417014 RY Mm PIOTDATF 0SUW14