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HomeMy WebLinkAboutStreet ImprovementsiEET No. 7 /20 140 68 61 6 - . � r T _ 49 20 114 60 KAELAN �,+pS� 14 111123 o /38 S HLrEr IvO. 7 5/ 25 0 �. •/" �. {1p J24 /23 /22 t/ �►�► y 55 56 f /6,-',r'' , �G 1-- -' ;• _ .7.acs. -a z TRACT.{ 23626 k ► ', t' • w'�% * s �►RCP APPROVED - its p . ,' ��; SEPTEMBER,'27, 1990 - .• ,+ .GI RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT INDEX MAP ,: , s,: . . � � C DhAst " s* ;� 47 -120 VOLT 35 WATT L.P.S.V. soon 11 • .-'} Y:`+ ® :' r.. O -W V T 135 Itl .P.S.V. UK m - ` .. - _ -, - .�; •`' .- _ RtC'NAF20 BARKER a,tCRA ! _ jR�yC,� uj . [ pt_,p l'g _ APR 2 4 2000 SOILS ENGINEER: ON{NER MEOPER•• lINDERWOUND ALERT INFO: REWN" NDW Am JCL caNTY suwnzv Br. • RA `a'�GI KIT 5 r4- I,L `' '.�'C+ E�; COI�lSUt T,"!i TS, I.+yL HOMESTz`AD LAtiD DEV. CO. APPROVl11� + CORP. _ �p //+ l oy R �ouN TY o� Ri v -Rs�aE ''., - fY f*(,,. ,{>� C. J�• rE !�-•`- �I"� . FVIT! I—EJIi�T r��) !"%%WITS PR/OR TO ANY ' .�` • ' � _ p7s, -:!,a,.r� C�tic/s M�rlt 35.; •V. Sri Qi "�? `✓ TE t'? I _ '�$n 'D am tN&wawAtc Na , oms �. GRADING /N THE i/IC,NITY UT/LI iES %w►- : r,d�'on,�4v D?.TADj� C r �U, 23626 ` G'= /RJh'A, CA :� COh'TRACTC?R SHALL NOTIFY UNDE.RGRpUND r _ ` r� `: �'6 - goon SATE: ,� sl��,�as SERVICE ALERT (L? S' : A.) A T. I c T�- .�o�►Br SCALE: ;:ARf{ STREET IMPROVEMENT PLAN5r 112 CHECKED ay. i Y ®E/1 M t ' — rtrWcsx�+%rr, s.+c rtf AS SH014N r-� 4 �A r� JDAI nn +bra. up ry�i n,r' P4It �r 4 TC ,• - :1 �',/:. /.; L •' a. r ; 'ry �:;:+ .r :. . ,. ± , «.u. a. ,..-._: a., wn.-..,wa•ar-.x..rr.= s.•+.:.vw..m-.e:.+,nr,au. ws.....a.+-.,.a-.rc-+e ,... ..y. ,.trws..,.. <_._+.. -n-so .w,.. lf/all.. 6�O �Iy�,:�.7�"�:I'irrATlC ✓i.Pi-�•�-�- ...r..._...._•____._.. ... - - - *4r _ ' m +gl•=ae +c, +ote•R-.e.=en._+na r - , _ -,.. ...., . ROUGH GRADING PLAN GENERAL NOTES SEC 19 & 30, 77S R2W & 3W SBBM VICINITY MAP NOT TO SCALE OWNER BREHM WARM SPRINGS LLC 5770 OBERLIN DRIVE SAN DIEGO, CA. 92121-1723 (619) 453-3040 R=AIr`WAAAQW n1ZQr'R1PT10iV ► Fr.2FNn T.C. TOP OF CURB T. B. TOP OF BERM T. W. TOP OF WALL T.F. TOP OF FOOTING F. L. FLOW UNE F.S. FINISH SURFACE E.P. EDGE OF PAVEMENT B.S.L. BUILDING SETBACK LINE 1300.0 PAD ELEVATION 54 LOT NUMBER =2:1= 2:1 SLOPE (UNLESS OTHERWISE NOTED) - - 1210 - - EXISTING CONTOUR CUT _o o- DAYLIGHT LINE FILL NOTE: QUANTITY, ESTIMATES SHOWN ON THESE P ARE FOR PLAN CHECK PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT QUANTITIES PRIOR TO CONSTRUCTION. ANY DESCRIPANCIES FOUND MUST BE DIRECTED TO THE ENGINEER IMMEDIATELY, SO ADJUSTMENT CAN BE MADE. It SOILS ENGINEER THE SOILS CO 31705 CENTRAL STREET, SUITE A, WILDOMAR CA. 92595 (909) 678-9669 LLLVfiIIUIV. I Uy I.V/`t RIVERSIDE COUNTY DESIGNATION: T-46-81 STAMPED ON 2 & 112" BRASS DISK IN CONCRETE BRIDGE WALL. FROM INTERSECTION OF RANCHO CALIFORNIA ROAD AND FRONT STREET 1.7 MILES N/W ON FRONT STREET - JEFFERSON AVENUE TO THE INTERSECTION OF JEF FERSON AND WINCHESTER (HIGHWAY 79), 2.0 MILES N/E ON WINCHESTER ROAD (HIGHWAY 79) TO A BRIDGE OVER THE TUCALOTA CREEK AND SANTA GERTRUDIS CREEK FORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE ABUTMENT, 3' E OF STEEL GUARD RAIL, 19' N OF TELEPHONE SERVICE BOX. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SOURCE OF TOPO PACIFIC PHOTOGRAMMETRICS, INC. 43214 BLACKDEER LOOP, STE 101, TEMECULA, CA 92590 (909) 308-2612 �\ P 1\1 -0--� J � J J STREET INDEX MAP GRAPHIC SCALE 50 100 ( IN FEET ) 1 inch = 100 ft. REVISIONS YRACY HOC 2 §626 COUNTY OF RIVERSIDE CALIFORNIA Q100=13.9 CFS - mil 9 g 8 - q1 -�) J - -1 1 EARTHWORK OUMTMES EXCAVATION RAW 101479 C.Y. IMPORT FROM TRACT NO.23628-2 EMBANKMENT 115514 C.Y. NOTE: CONTRACTOR, SOILS ENGINEER AND OWNER TO VERIFY EARTHWORK QUANTITIES BASED ON ALLUVIUM, LOSSES, EARTH MATERIALS, SHRINKAGE/BULKAGE AND OTHER EARTHWORK ADJUSTMENT FACTOR. 4ZE4L-ENGINEER O O Z x Q100 1.1CFS Q 10=7.7CFS LINE "8-1 ' 24" RCP SEAL -COUNTY PREPARED BY: F2 REGISTERED CIVIL ENGINEER NO. 26457 WON SANG Y00 ?, No. 26457 APPROVED BY: Exp. 03-31-04 RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPARTMENT p CIVIL �TF Ar n of \ �C��` DATE: - - SCALE Horizontal 1 "=100' Vertical N/A 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 457. 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDES TO - - PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. _ 5. NO r7LL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 6. MAXIMUM CUT AND FILL SLOPE = 2: 1. 7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPT. FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 8. PROVIDE 5' WIDE BY 1' HIGH BERM 'OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 9. PROVIDE A EARTHEN BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG THE TOP OF CUT SLOPES. 10. MIN. BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 % IF CUT OR FILL IS LESS THAN 10', 2% IF CUT OR FILL IS MORE THAN 10'. DRAINAGE SWALES SHALL BE A MIN. OF 0.2' DEEP AND BE CONSTRUCTED A MIN. OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 11. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTCCTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 112" PER FOOT FOR A MINIMUM OF 3 FEET. 14. CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION. 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE PLANT(OR EQUAL)GROUND COVER AT 12" ON CENTERS. SLOPES EXCEEDING 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SHRUBS AND TRESS NOT TO EXCEED 15' IN ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS THAN 4', MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW DEVISE PER U.P.C., CHAPTER 10. 16. ALL, GRADING SHALL BE DONE IN CONFORMANCE WfTH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY T.H.E. SOILS COMPANY DATED DECEMBER 8, 1999. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN / RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 18. ALL GRADING SHALL BE -DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINA4 COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 19. FINAL COMPACTION REPORT 'WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT. 20. A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE RIV. CO. BUILDING & SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OFF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE ELEVATION AND LOCATION OF CU71FILL SLOPES. 21. A SUITABLY QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL, BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 22. A SUITABLY QUALIFIED & REGISTERED PROFESSIONAL. SHALL SUBMIT TO THE BUILDING AND SAFETY DEPT. WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING". 23. THE CONTRACTOR SHALL NOTIFY THE BUILDING & SAFETY DEPT. AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU DIG AT 1-800-227-2600 ENGINEERS NOTE: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OE CONSTRUCTION Or THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIRE- MENT SHALL APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEEDING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DELIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT ALL THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. SCHEDULE "A" SUBDIVISION COUNTY OF RIVERSIDE 1 --1 ---OF TRACT NO. 23626 O P ROUGH GRADING FLAN 8 _SHEETS 27431 ENTERPRISE CIRCLE WEST TITLE SHEET TEMECULA, CALIFORNIA 92590 TEL. (909) 676-7000 914? �/ I zuuu i TV \IVL 11JK1 V L \JJfi I R \CIVULV \ W MKM—W-K \UKHIJYLRIV \KUY\ I K[.SbCb\[bKL]I"_UG.11 W U /"G-7y IU'4Jldb OLM tS I 9f I i.. i .,. _ .�.._...,. .., .,.__�... _..__. i_..... 1._.__I .1__........_�_.;.._L...u_....__....i�.u_�,..y_._..L...i..Ya..L....l_w_.. .._.i_._. _. ___ ._.__. �...._. __._ ��._..� ._.____ ... ._.. __,�.i .... _..._.._...i_. � .._�_.. _.. ._..__._._____. �.�u._____._._.._L....... _1..Y..... � � _ _ _ ��__`_•_._.__. ...�_._ ._.,.. i.. .. .. ..i _. 1 � I GRAPHIC SCALE 40 0 20 40 80 120 ( IN FEET } 1 inch = 40 ft. Underground Service Alert n Call: TOLL FREE • 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG I C,\WARM_TEMP\RGP\TR23626\26RGP-03.DWG 7-1-99 11,38:06 aM EST SOURCE OF TOPO PACIFIC PHOTOGRAMMETRICS, INC. 43214 BLACKDEER LOOP, STE 101, TEMECULA, CA 92590 (909) 308-2612 .00' i rrl 2 J 6 2 1 j\jl E� D VV 1\1 L rl E'H I P) t t 82 8- I 1123.7 I 1124.0 � 1125.0 i 1 T 26.7 i 1128.E i 1130.E � .28% m SEE SHEET 8 REVISIONS SEAL: COUNTY zn, = 04 047'31 " R=550.00' L= 45.99' T= 23.01 ' SEE SHEET 7 PAD 13 1135.0 2• PAD 12 1134.0 SECTION A —A N.T.S. �12-3) 627 E--')!�]VI11 0W1\1 5-,J-1(E:') (0 0 0 L: �rsf r � 2 626 SEAL: eP13FESS/pN9l PREPARED BY SCALE REGISTERED CIW1 ENGINEER NO. 26457 Horizontal co WON SANG Y00- W ri cc No. 26457- I = _ 1 "= 40' Trans -Pacific * Exp. _ 03-31 04 ,� APPROVED BY: _ y�l CONSULTANTS CIVIL RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPARTMENT OF CA��FP DATE. NIA 2TEMEC L , CALIFORNIA 925907431 ENTERPRISE CIRCLE T 8 SHEETS � �''� PPR 0 7 ?Of 7 0�> 0 A�) 9 A 7 -0- 0 tp .0 01 17 N 0 -o A�) Q), 00 cj� 10 - -------- 01 0 X '41 x Q % at C* 77PT V� Y, N 7 -F"- ,o 2' MIN. P.E. TRACT 27973 P.E. TRACT - 23626 EXISTING PAD & SLOPE EXISTING GROUND SECTION A -A N.T.S. 2' MIN. P.E. TRACT 23626 Q UO -C top r jL \Cl> �w \,c`,.,\ ``1 ��\� rn �I II ! P.E. TRACT - x- 148.30 29218 0 EXISTING GROUND 41 10D 146 X 4.3 lb" X .0 610 SECTION B-13 4 11,1 x 1124. N.T.S. 'Cr �A IN Cn x IN V E., 17 X 147 Lo (b 3 N, Ac 05 6000 122.5 .18 Fvc - s 1 -, / - - 7-� �7 U - 1 6 _3�2 j9 I t2" CO Co CF) 0 LA 1� Wi CP (n 0 X _1C SCALE �o - � CY t-� 1*0 91 :::: .- , $I O�D GRAPH N 0) of rQ �111 11 40 0 20 40 80 120 Cog 1 112.5 119.42 X P. I ( (A PT �,�91 *�D -1, .0 m C.T1 (A 69 Ila -71 61 1114. Z) I I \ i 1�1 1= _ic= _. q CAD 0)1 if ul r%11A T ( TV 'WP.V.T u U1 1% ILI_ ft. .4 160 1 inch 40 18'_,_ 18 (z 4-1- 41 All Cz CS, I'a" 12' E�D Co B.SJ L� §cn A 700 K 6 70 Np -7,---/- 91 N: 72 46' �31 27.50' 1 - _� 0 C) 0 72 27.0 r:ot- L__ �L_ A 11 --- 20 _- 5 N 21.79 ,\j�_ 4_6 - 0.2 1001 TC 0. 5 8,?. 0.21 Tq, TC Q 1127.4 20 (o 100,V 23 3:t C A r) 1 TP.IFIF.Tjo i __4 I'D u./67. � -/1.64 21.47 21.03 20.57 4 1 2Q.8 N TC, 78. 5.89' .19 _2 B.S.L. 159 4* B.S_.f_I B.S.p OD -zBVC p o u I oo 47 C) x Cn 00 P4 _C� 120.00' 1co Ili < Z/ u EVC)� MONTAGE LANE 0) X_ p 84 112. 0' 0 0) 0)0 ,\ �n EQ C, :14 L) 0 11' 22' 0 - I 01 a) (D _1 20. .-1 0.0 ClLn 4 BE 90 BVC_/1 'n 0) BV� 0.00' "00\ (-A al 7�1 --- I I �, 0 , X­ 83 �Icl os- I - o o 2 xL1 pj 3 7 Q�D 0) 0 iQ 3. 7 01 -J F- F C) Vv 1\1 Cq 0 37 1 .24' 28 X_ 0 0 SEE SHEET 3 .Vice Alert SOURCE OF TIOPO REVISIONS SEAL: COUNTY SEAL-- ?�,�FESS/�,91 PREPARED BY: SCALE 0 REVISED LOT GRADING AND SECTIONS Co REGISTERED CIVIL ENGINEER NO. 26457 Horizontd POLL FREE PACIFIC PHOTOGRAMMETRICS, INC. , WON SANG YOO Lu -800 43214 BLACKDEER LOOP, STE 101, NO. 26457 1"=40' TEMECULA, CA 92590 • Trans -Pacif ic - 2 6 0 0 (909) 308-2612 ;s Exp. 03-31-04 APPROVED BY. vaticd CONSULTANTS CIVIL RIVERSIDE CO., CALIF FOR TRANSPORTATION DEPARTMENT 27431 ENTERPRISE CIRCLE WEST OF DATE: NIA TEMECULA, CALIFORNIA 92590 ORE YOU DIG TEL. (909) 676-7000 21 ul X_ COUNTY OF RIVERSIDE - ---OF TRACT NO. 23626 ROUGH GRADING PLAN 8 --SHEETS H1\ NETDRIVE\ DATA \ENGIN\ WARM -SPR\GRADPLAN\RGPxTR23626\26RGP-04.DWG 7-6-99 551139 pm EST Ti 1?w4z ri JL 2 9 2 _ 1109_ NOTE: T- �ETTE-R OF PERMISSION TO GRADE NO 2 BACKING RIPRAP I I BROW DITCH WAS GRANTED PER DOC. NO. / C I PER DETAIL HEREON DATED 10-18-99 BROW DITCH � / 10 GRADED SWALE / EXISTING SLOPE I 1110 BY OTHERS 1 �• - - - -- - -- --�_ ,,� __._W_ __..._ BOUNDARY LINE ��2 1 �� 1�30.OQ-- o C 0 65-00 - 63.09= ---6 :©0 az�a2' � 2243' --� 0 - i. 75/In, � ��( ` N48"14'20"E 99I'9'` i 141 j k 1112. 7 N / B} . .r EVC f _ J, JS B oo is % rr Qy Cv. 17 �-� /r ` 29.57' V f. 20, 20' i - I 114.9 \\ 1115.2 1115.5 - T 1 i 15.8 �a'° �. ` �. 112.14, / + .777 EXIST. GROUND? _ 53.06' , 1 63.00' _ J 63.00 3� / 1116.1 N /� I Ol - i P.E. TRACT I I I 1, �. -} li I rn TC TC� _ 13. 5 13.8Q r u' �.. JjT� r 23626 J ( ' _ � 3.s s \ %112. 7 's�Q s9 1 0'VC _ 0.509'Jn - 5 C_..- - _Ted- �T�` do. e -: 0 ec � r .44 C - - \ `_ 1, r 63 �� )0. `� i �. .L. ` I i ,-17 5 � S - =� - - 14.49 L(n c� �+ --.,79.19 ,gt ;U/ 17. � ,, � C+ w �, ,� �• BEGIN GRADED SWALE j i j'20.43' I _� T Gkr, :` 13.8, e� s I Bvc _ � _ _ � 'L � J1 B. i SECTION C - � 111,6.1 \ fi N.T.S. w , O as 72 \\\ 1 co i``` \ Q� ___- � ll � o J � 1 111 �.-0 �. � C`�� e � 40.2E ��--- -�.�' `�"'ji;, 1 � _,-•�` . ��/ p ) J 0 p Z -a / , 1 ' J , - - - - - r� f , .mil �6 /f I� 1126.0 F- ` I i� 1 , a 8 1 ` % 120.00' CO ` c i -�- r.__i e i, r = .. ` JJ,1 1 J,s ` a �/ 92 �. C) Z p �. r 'ir F S , i w �� '• e 1 a s 1 T NOTE: a z/ " � 1117 `j C ��� I o 1 �, �' / I\ /�`ir N �! ALL OFFSITE SLOPE GRADED UNDER THIS TRACT abp ' Q° FLASH WALE\_ _�-' i _ Q.- �_/ 20. 9� LL Z F - 1 1118.5 O y e A r WILL BE MAINTAINED BY THE OWNER OF TRACT 23626. o a �-- o \ ER SAIL HEREON _ I \, y ,� fYLL �� ' w 1116.5 111,7.0 1 V� E., w " ,F 120.00 1 +_ 1 + ��a_J, /\ 7,7 �\ > LLJ bow �'� I 9 1 ff o 11 9. I i I �� �� JX 61.00' 9s r-- - -1 / 42 65 i G _ 4 I 60.00'uT T ___ y� 1 20 a� I §l ! -i�t 1121. BEGIN GRADED SWALE Y,. �116.50 `I J7 I o 0 /I 10 , I\ r 1J26.5 I i 1132.7 I 1131.0J. ` ?( +;, JJ 0I l Cu- \\ l Z I� - ' I S ' J ( r 1122.E t ! \ . -----sr:"ooE--- 60;�'.-_ oo'\�� 4sa.4' - l 8.4 J J 6 � P.E. TRACT I IF 86 J; 23626 1' MIN. Z i it D I i GRADED SWALE O 1% MIN. 1 \ �J SECTION D-D N.T.S. I t ' __.- --• `\ ao �� s :• + t4r � 6 a L ?r T , C __``- TC - N j } C TC ,`1.70%+ 7J4. LI C H / 14 A co 24.27 _ _}. 77" 29.77 23.3E 23 5 \ TC TC 25.90 �J ! - /" 27. 3 _ 28.76 29. TC 6.UV _ 44.0' , 6.00' 66.00' �-� _ 66.00 -3 -{ 4.14 112-37 -oel �� _(1�Jo iD o - o_ V -4-7o �l �i21129.1 0.1124.1 32.1 C 1 T W CL O 10' / EXIST. GROUND P.E. TRACT _ 23626 - - 1%1 1' MIN. GRADED SWALE DRAIN 190 MIN. SECTION A -A N.T.S. I P.L. TRACT 23626 FUTURE P.E. TRACT 29218 - - W - EXIST. GROUND QV0M AXT u-1Q - N.T.S. SPLASH WAIL (2 BLOCKS HIGH) AS SHOWN ON PLAN #4 @ 12' 0. C. :• EXISTING GROUND 30" �O d , d, • dd d d .'a 3"-2500 PSI, CONCRETE GUNtTE 4 REIFORCED WITH 6" X 6"- 10/10 WELDED WIRE MESH OR • APPROVED EQUAL WITH CURING COMPOUND. BROW DITCH DETAIL NOT TO SCALE 1124.5 CO �,.' ry�,� I L� F �, - �. ---- GRAPHIC SCALE <_ N 00 9 - \131`.GBr--.__� _ 6CZoo'' - -- 66:iT�_ s:001 - - - - - - - - ao 0 20 ao so too - - 2rl 1 -\ © 1853.19 ---" F.L. 8° ��I� �- -- 7�(IN FEET ) 1 inch - 40 ft. I 8 .0 ) F13� �L. e � . `--'`--„-\�� \ �.. \"- � . - -`-------_.._.` � � �`' ='rN OTE : !' � • � K � �� F. BO NDAR LINE F-9-11- r' J 0 0 0 LETTER OF PERMISSION TO GRADE A WAS GRANTED PER DOC. NO. 0 10 x 8 x 1.0' DATED 10-18-99 N0.2 BACKING RIPRAP Underground Service Alert SOURCE OF TOPO REVISIONS SEAL: COUNTY SEAL: QPOFESs/oy� PREPARED BY: SCALE COUNTY OF RIVERSIDE 1 REVISED LOT GRADING AND SECTIONS • o • G'REGISTERED CIVIL ENGINEER NO. 26457 HorTZpntpl CaN: TOLL FREE PACIFIC PHOTOGRAMMETRICS, INC. - U WON SANG Yo0 ?, _ _�5 OF W m TRACT NO. 23626 ,� - 8 O 0 43214 BLACKDEER LOOP, STE 101, No. 26457 ' " 1 "= 40' TEMECULA, CA 92590 Trans -Pacific fit 3-31-04 APPROVED BY: 227-2600 (909) 308-2612 _ _ __ __ - ---_ _ _- - - - - EXP•- Vim, CON8ULTANT8 ROUGH GRADING PLAN --.SHEETS �7 CIVIL RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPARTMENT 27431 ENTERPRISE CIRCLE WEST 9TF OF �AI�FDATE: N/A TEMTELUL(909�I6�6NIA 000590 TWO WORKING DAYS BEFORE YOU DIG _ -- r a •1nwm, Underground Service Alert SOURCE OF TOPO •. � Call: TOLL FREE PACIFIC PHOTOGRAMMETRICS, INC. 1 — 8 0 0 43214 BLACKDEER LOOP, STE 101, ��i►i TEMECULA, CA 92590 227-2600 (909) 308-2612 TWO WORKING DAYS BEFORE YOU DIG H:\NETDRIVE\DATA\ENGIN\WARM_SPR\GaRADPLAN\P.GP\TR23626\26RGP-06.DWG 7-7-99 8:24:29 am EST REVISIONS SEAL: COUNTY SEAL; GRADING AND SECTIONS ��o Q(�OFESS/pN� F PREPARED BY: SCALE <" _ WON SANG Y00 ?, REGISTERED CIVIL ENGINEER NO. 26457 Horizontal rn c No. 26457 ' - - 1 "=40' 4t Exp. _03- ,� APPROVED BY: - Vertiool CIVIL RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPARTMENT UF - sTq OF CAP DATE: NIA ISSION TO GRADE =R DOC. No. I 10' EXIST. GROUND � P.E. TRACT': 23626 �;• � \ GRADED SWALE F.L. AS SHOWN ON PLANS SECTION A —A N.T.S. SLOPE GRADED UNDER THIS TRACT MINED BY THE OWNER OF TRACT 23626. COUNTY OF RIVERSIDE TRACT NO. 23626 Tram -Pacff ic CONSULTANTS ROUGH GRADING FLAN 27431 ENTERPRISE CIRCLE WEST TEMECULA, CALIFORNIA 92590 TEL. (909) 676-7000 61 __ 8 _SHEETS qq'70 Zoo 0 EXIST. GROUND 4 °°' ,- 20' STORM DRAIN SEE SHEET 8 � � � -` l J EASEMENT � >> / _ - -PAD= l-27.1 \ I PAD=1127.1 LOT NO.88 LOT NO.87 N 1129. .E J 1129. y o\ Ao O Q r S. N 1131. + Ta { '� , g BROW DITCH PER DET. SHT 3 J 41 53 + c� 57 -- - rn 65.72' s�'71' - � V E- SECTION X-X L110.01' �� ? u) 12.67 66.01 �ks01 7 / - 66.00 - - _63.DD� - t 3. �/ C� ra3 ' / 59.48' % 62.18' .- - . - ,_` �"" .00 � f L s°� N.T.S. 4-7- �' .l + i �° +' ;� v 1� �� �� \ ��� EXISTING GROUND \ __- /A \ � � s _ (O ~ �, 1130.b \ \ 11129.0 I 1128.0 t�00 �___�--- J 1128:�5 1130.0 1131.0 3 -2500 PSI, AIR PLACED 10* ' �- �� o f 1133.0 ` �� CONCRETE WITH 1 112 X 1 IR , (/)� 00' 40�..�,.',.-6g �-'' } +T, ' %'- _ -- -_ B.S.L. t 'T1� ''� ® 1 1 2'0 -L� rC \ .. _ _ ._._ -- - _ - 4 s . --�f + 17 CONCRETE STUCCO NETTING. - --- - - _ `\ 27.1 43.38' �'L 0 6.00' �.TT 66.00 63. 0 MOO, 60.Ob' 1-\60.00' "186.74' ``•,`,- c� -- : --•- it og r'v '! NO CONCRETE DOWNDRAIN 6• 265 rC 5 2.99 25.48 26.00a 239Tc1C 0.8284 3004 N.T.S.rc 2.00� T�N 29I< � TC0 22 Nc\ Q P25 25 27 I 2805 s +9T+ 26.15 0 25.60 .97 2�40 25.89 26326.86 10,7 4SS 15 30.81 33.81' 25.00' r.. r OP - 47' 6 60.00' ,ems 60.00' f 60.00' 6000' 60.00' 30.27' 29.74 �5.97 O / - _ :50 �,•�-_ �`O'BRA AGE 0) C(11-r � 5. 1132. \Jl , 1130.19 �ry I l , +V. 2 _ cnwv' 1 I' 07 Q� I O O-e 0) 6" If 60 IO .j �� emr s`✓� � - J �`1129.7 _ - -- I I. ( � 1128.4 I 11 71 1 /(I ` u i 1128.E �--.r� _ . 1131.D ,_ 11 3'_ 1 I , { T,V� ` i 1 i iI cs ✓ '� --- - 1 66.0 ' /r -- - =� ---so oe- - _ _ o \ 1 I d41 T_ O OQ IV - - _ 0. may' yC _ - ~ t \J �HE 5E I //� \ \\ \ `_ •� , / o y\ { ! t i III, C/) jo y � � / f / "„- --._. "`ram r'w... � ' j \ � } , � � J % 1 1 .'1"• � { I ['I,, -00131 ,s 24"RCP LINE".B" \ ✓/ �-" ► I i I /� LET �r / i' _ - - ._ _ - - P STREET PLAN 1 ti \ 1 15.90 / 1128.0 1127.7 B 10' x 10' T=1.0' Q 1127.3 1126.8 1126.2 N0. 2 BACKING RIPRAP 1126.5 22 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 120 APN OTE911-060-009 I LETTER OF PERMISSION TO GRADE D ( 60' R/W DEDICATED NOTE: WAS GRANTED PER DOC. N0. •� z DATED 10-18-99 ( I DER M.B. 8/359 S.D. CO. LETTER OF PERMISSION TO GRADE WAS GRANTED PER !DOC. NO. Z DATED 10-18-99 <I �I z P.E. TRACT- 23626 Underground Service Alert SOURCE OF TOPO Call: TOLL FREE PACIFIC PHOTOGRAMMETRICS, INC. 1 - 8 0 0 43214 BLACKDEER LOOP, STE 101, TEMECULA, CA 92590 �! 227-2600 (909) 308-2612 TWO WORKING DAYS BEFORE YOU DIG HP\NETDRI VE\DATA\ENGIN\WARM_SPR\GRADPLAN\RGP\TR23626\26RGP_07,DWG 7-7-99 8148,37 Oro EST e 0 x e lu EXIST. GROUND `- GRADED SWALE SECTION A -A N.T.S. Tt 3' P.E. TRACT 23626 \ I P.E. TRACT � (-�29111 EXIST. GROUND SECTION B-B N.T.S. 3 P. C. TRACT 23626 ( P.E. TRACT ---��-�29111 \ r? EXIST. GROUND SECTION C-C N.T.S. REVISIONS SEAL: COUNTY Ste; -- PREPARED BY: REVISED LOT GRADING AND SECTIONS. o pPOFESS/pNgl SCALE WON SANG Y00 ?, REGISTERED CIVIL ENGINES NO. 26457 Horizontal No. - 26457 -- 1 "=40' * Exp. 03-31-04 APPROVED BY: Trans -Pacific - - Vertical CONSULTANTS CIVIL RIVERSIDt CO., CALIF. FOR TRANSPORTATION DEPARTMENT 27431 ENTERPRISE CIRCLE WEST - �T9lF OF CAU�DATE; _ NIA TEMECULA, CALIFORNIA 92590 TEL. (909) 676-7000 f ) 2 s') r'-) -'r) ('-) rl 00 J NOTE: ALL OFFSITE SLOPE GRADED UNDER THIS TRACT WILL BE MAINTAINED BY THE OWNER OF TRACT 23626. ' s c COUNTY OF RIVERSIDE 7 _OE TRACT NO. 23626 ROUGH GRADING PLAN --8 __SHEETS mealy rl� APR .0 70 7 r OPT Underground Service Alert SOURCE OF TOPO REVISIONS SEAL: COUNTY SEAL: QPpFESS/pN� PREPARED BY: SCALE COUNTY OF RIVERSIDE REVISED LOT GRAOING_AND SECTIONS. �Q�o Fy R o • CO REGISTERED CIVIL ENGINEER NO. 26457 Horizontal ® OF Call: TOLL FREE PACIFIC PHOTOGRAMMETRICS, INC. WON SANG Y00 m TRACT NO. 23626 � 1 - 8 0 0 43214 BLACKDEER LOOP, STE. 101, " , TEMECULA, CA 92590 2s4s� 1 =40 _ No. 03-31-04 APPROVED BY: _ - 8 2 2 7— 2 6 0 0 (909) 308 -2 612 * Exp. * -- - _ Vertical CONSULTANTS R T T u (� T (� ____-_ SHEETS RIVERSIDE 00., CALIF_ FOR TRANSPORTAI�ION @EPARTMEN _-- - - -ROUGH o v 11 GRADING 17 PLAN �7 CIVIL \Q 27431 ENTERPRISE CIRCLE WEST q� Fo�� N/A TEMECULA, CALIFORNIA 92590 OF EAU DATE: TEL (909) 676-7000 TWO WORKING DAYS BEFORE YOU DIG - H,\NETDRIVE\DATA\ENGIN\WARM-SPR\GRADPLAN\RGP\TR23626\26RGP_08.DWG 7-7-99 9�11,14 Qm EST AM 0 7' Go00 J OPT Underground Service Alert SOURCE OF TOPO REVISIONS SEAL: COUNTY SEAL: QPpFESS/pN� PREPARED BY: SCALE COUNTY OF RIVERSIDE REVISED LOT GRAOING_AND SECTIONS. �Q�o Fy R o • CO REGISTERED CIVIL ENGINEER NO. 26457 Horizontal ® OF Call: TOLL FREE PACIFIC PHOTOGRAMMETRICS, INC. WON SANG Y00 m TRACT NO. 23626 � 1 - 8 0 0 43214 BLACKDEER LOOP, STE. 101, " , TEMECULA, CA 92590 2s4s� 1 =40 _ No. 03-31-04 APPROVED BY: _ - 8 2 2 7— 2 6 0 0 (909) 308 -2 612 * Exp. * -- - _ Vertical CONSULTANTS R T T u (� T (� ____-_ SHEETS RIVERSIDE 00., CALIF_ FOR TRANSPORTAI�ION @EPARTMEN _-- - - -ROUGH o v 11 GRADING 17 PLAN �7 CIVIL \Q 27431 ENTERPRISE CIRCLE WEST q� Fo�� N/A TEMECULA, CALIFORNIA 92590 OF EAU DATE: TEL (909) 676-7000 TWO WORKING DAYS BEFORE YOU DIG - H,\NETDRIVE\DATA\ENGIN\WARM-SPR\GRADPLAN\RGP\TR23626\26RGP_08.DWG 7-7-99 9�11,14 Qm EST AM 0 7' Go00 J GENERAL NOTES; 1 ENGINEERS NOTE: STREET IMPROVEMENT PLANS PROJECT 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR ' LOAA T101V TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT �� ^ CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON-TIT G* JVI SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN 15 "''����Frq dot 'gN�s Ro. SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 4 PUBLIC RIGHT-OF-WAY, AND ACCEPTED, FOR PUBLIC USE, AND TO BE 23 -62 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIRE- A RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR.ALL CURRENT MENT SHALL - APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING ENVIRONMENTAL REGULATIONS DURING THE LIFE OF. CONSTRUCTION HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OW- COUNTY OF RIVERSIDE CALIFORNIA ACTIVITIES FOR THIS PROJECT ADDITIONAL STUDIES AND/OR PERMITS MAY BE NER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, REQUIRED. A IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 2. THE CONTRACTOR SHAD BE RESPONSIBLE FOR THE' CLEARING OF THE FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PROPOSED WORK AREA, ;AND RELOCATION COSTS OF ALL EXISTING UTILITIES. aP a THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCK PERMI TTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 g TURES - SHOWN ON THESE PLANS ARE OBTAINED BY A DELIGENT SEARCH OF AVAIL- HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. ABLE RECORDS THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEA- 32' WIDE EXISTING PHONE (909) 955-6885 SURES TO PROTECT ALL THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUC- IMPROVEMENT * PROPOSED .3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY TURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, PER TRACT 27973 IMPROVEMENT STANDARD NO. 816. 917••�--K PROPOSED NOPER TR-23627 AND ANY DAMAGE TO THESE LINES OR STRUCTURES. DWG. . �� * 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY 15 IMPROVEMENT Rlw 60'/66' I.P. # 990100 R W TRANSPORTATION DEPARTMENT IMPROVEMENT'STANDARDS AND 11 SAWCUT 2' 40' 44SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND LINE SUBSEQUENT AMENDMENTS. > 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER R%W 66 R/W �. * 20 2291 20 22 * TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE 4'/5' 6' 44' �, 6' 4'/5' �P� COUNTY ORDINANCE NO. 461. �9+ '� 6. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO 5' 6' 6' 16' 16' I 6' 6' S' SIDEWALK SIDEWALK�• 114"IFT. --_ 1.7% 1.77. 1 1/4"/FT PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO , THE FOLLOWING: FINAL SAP � P�'' �P� 5 °00000 DOoOo a0000a o00 00 5 r?•/7 SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. -¢ 1 1/2 1 ,� 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND SEC 19 & 30, 77S R2W & 3W (PROJECTED) SIDEWALK 1 SIDEWAL 1 3 q- CONSTRUCTED ACCORDING TO COUNTY STANDARD N0. 206 AND/OR NO. 207, AS 1/4%FT 2% 2% ! 2%----1/4"/FT COMPACTED SUBGRADE VICINITY MAP P./�' - °'`` TT' �` ' " o o a``" ? 0.25' A.C. ON 0.50' CLASS 11 A.B.* TI = 5.0 PRELIM R-VALUE=40 8. AS DETERMINED BYTED IN THE THE TRANSPORTATION � / ° p 5 � E ION DIRECTOR, THE DEVF�OPER IS NOT TO SCALE 1i / �9f Q A•C. ON OSW' CLASS 11 A.B. a1c f %l = G•S , , PRELIM R- VALVE =40 RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND COMPACTED SUBGRADE TORREY PINES RD. MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE 0.25' A.C. ON 0.75' CLASS 11 A.B. 7I=5.0 PRELIM R-VALUE=40 40' - STA. 13+79.24 TO STA. 29+69.54 .FULL IMPROVEMENT CURRENT ASSIGNED TRAFFIC INDEX. SUGARBERRY LANE RIV. CO. STANDARD NO. 104-A 9. IT SHALL BE THE RESPONSIBILITY OF SHE CONTRACTOR OR DEVELOPER TO - KINGWOOD ROAD INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND STA. 42+39.19 TO STA. 50+00.00 44' _ STA. /0+00.00 TO STA• 11+66.27 E. C• WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO STREET CONSTRUCTION NOTES & QUANTITY ESTIMATE 44 - * STA. 29+69.54 TO STA. 34+01.88 (WEST OF C.L.) PROVIDE SAFE PASSAGE FOR THE TRAVELLING PUBLIC AND WORKERS UNTIL THE NO. ITEMS QUANTITY UNIT 1 CONTT. 0.25' A.C. PAVEMENT S, t Z�' TONS 2 CONST. CLASS ll A.B. AS SHOWN HEREON TYPICAL SECTION ¢,��g: C.Y. 3 CONSTRUCT TYPE A-6 CURB PER RIVV, CO. STD. NO 200 15,�71 - L.F. 5, CONSTRUCT CONC. SIDEWALK PER RIV. CO. STD. NO. 400 & 401 791-824 L.F 6 CONTT. ACCESS RAMP PER RIV, CO. STD. DWG. NO. 403 CASE "A" 22 - EA. 071 COSTT. CROSS GUTTER PER RIV. CO. STD. NO. 209 & 209A 10" ;�q'a3 S.F. 8 - INSTAL STREET NAME SIGN PER RIVV, CO. STD. DWG. NO. 816 '18 EA. 9 CONSTRUCT 6" A.C. (BERM) DIKES PER RIV. CO. STD. DWG. NO. 212 163 L.F 10 INSTALL RESIDENTIAL LIGHTING PER CO. STD. DWG. NO. 1000 (9,500 LUMEN)' -50 CA. 11 CONST. CONC. DRIVEWAY APPROACH PER RIV. CO. STD.DWG. NO. 207 166 EA. 12 PLANT TREES IN ACCORDANCE WITH ORDINANCE NO. 460 & 499. 166 EA. QUERCUS ILEX (HOLY OAK) CINNAMOMUM CAMPHORA (CAMPHOR TREE) LARGERSPROEMIA INDICA (CRAPE MYRTLE) 3 CONSTRUCT UTILITY TRENCH 11,724 L.F. 4 FOG SEAL (0.08 GAL. PER SQ. YD.) 10 TONS 15 INSTALL BARRICADE PER RIV. CO. STD. DWG. NO. 810 126 L.F 16 SAWCUT & REMOVE EXISTING A.C., (2' WIDE) 2,260 L.F.' 1�7 EXISTING BARRICADE TO BE REMOVED 50 L.F. 8 CONSTRUCT 3.75' WIDE x 1.5' DEEP CONCRETE BROW DITCH 425 L.F. 9 CONSTRUCT P.C.C. DRIVE APPROACH 26,560 S. F. DRAINAGE CONSTRUCTION NOTES NO. ITEMS QUANTITY_ UNIT 61 CONSTRUCT CATCH BASIN NO. 1 & LOCAL DEPRESSION NO. 2 CASE "B" PER RCFCD STD. DWG. CB100 & LD201 2 EA. Q CONSTRUCT CATCH BASIN NO. 1 & LOCAL DEPRESSION NO. 2 CASE "C" PER RCFCD STD. DWG. CB100 & LD201 4 EA. 3 CONSTRUCT M.H. NO. 1 PER RCFC STD. DWG NO. 251 4 EA. 7 INSTALL NO.2 BACKING RIPRAP (10.0' X 8.0' X 2.5) 37 C. Y 2 CONSTRUCT CONC. COLLAR PER RCFC STD. DWG. CB. MS. 803 _ 2 EA. 76 CONSTRUCT STRAIGHT SINGLE HEADWALL PER CALTRANS STD. DW D-89 1 EA. CONSTRUCT 18" RCP PER ENGINEER'S SPECIFICATION CONSTRUCT 24" RCP PER ENGINEER'S SPECIFICATION CONSTRUCT 30" RCP PER ENGINEER'S SPECIFICATION 42 L.F. 533 L.F. 630 L.F. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFCD STD. DWG. NO. JS 227 1 EA. ® CONSTRUCT TRANS. STR. NO. 3 PER RCFC STD. DWG. NO. TS 303 .1 EA. RIV. CO. STANDARD NO. 1O3-A FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. TYPICAL SECTION (NOT TO SCALE) RIV. CO. STANDARD NO. 163-A 10. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL 6E TAKEN 2 TYPICAL SECTION (NOT TO SCALE) Ar1rR ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION 2 W R/W REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE 32' WIDE EXISTING 60' ENCOUNTERED. - 11. ASPHALTIC EMULSION FOG SEAL SHALL BE APPLIED NOT LESS THAN FOURTEEN IMPROVEMENT 36' ( ) a PER TRACT 27973 6' 6' DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE W �?> 18 18 �6 6 APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION DWG. NO. 917-K 2 2' 2p 4 SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD © SAWCUT LINEIN SLOPE 1 L` SLOPE 2 SPECIFICATIONS. R/W 66' R/W 114'%FT. -�� 1.7% 1.7q�-.-1/4"/FT 12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED I 44 I �P� 5 °opo0o °j0o0o a��0oo 0 5 �> STREET LIGHTING PLAN. ao 0 0 1 13. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR 5' 6' 6' 16' 16' 61 6' 5' 2 �q-f- �.� COMPACTED SUBGRADE INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR FINAL CAP APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE P0.25' A.C. ON 0.39' CLASS II A.B. TI = 5.0 PRELIM R-VALUE=40 1 1/2" . �` ;,� RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT SLOPE SLOPE Q2 _ tsi4aRW000 STREET STA. I0+00.00 - STA. I0+ 70.00) 14. AFTER OCTOBER 1, 1992, CONSTRUCTION PROJECTS THAT DISTURB MORE THAN 1/4%FT -_ 2% 2% 2%-.--1/4"/FT 54) 23+64 74 - STA 20+92 MIKLICH DRIVE (STA. .. . FIVE ACRES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION �P 5 ° 000 00 Uo> SYSTEM (NPDES) PERMIT OWNERS/Dt VELOPERS ARE REQUIRED TO FILE A ° � °o KAELAN COURT STA. 10+00.00 -STA. 12+3829 rL 3 3 5 - 9� ( - ) NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD GRENACHE COURT (STA. 10+00.00 STA. 13+07.42) (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) COMPACTED SUBGRADE - AND MONITORING PLAN FOR THE SITE. RIV. CO. STANDARD NO. 105-A 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE 0.25' A.C. ON 0.75' CLASS II A.B. TI=5.0 PRELIM R-VALUE_40 TYPICAL SECTION (NOT TO SCALE) INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SUGARBERRY LANE SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE STA. 36+27.37 TO STA. 42+39. 19 LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE STA. 38+85.11 TO STA. 42+39.1-4 COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE RIV. CO. STANDARD NO. 103-A 32' WIDE EXISTING PROPOSED ENCROACHMENTS" DATED JUNE 1990. TYPICAL SECTION (NOT TO SCALE) IMPROVEMENT IMPROVEMENT 16.INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE N0. 460 & 499, QUERCUS PER TR-27973 PER TR-23627E 1' ILEX (HOLLY OAK), CINNAMOMUM CAMPHORA (CAMPHOR TREE), AND LARGERSPROEMIA DWG. NO. 917-K INDICA (CRAPE MYRTLE.) R W R�W 2' 2 60' SAWCUT LINE INDEX 0 SHEETS 40' R 1w 60' R . w DESCRIPTION DWG. NO. �• 4' 6' 20' 20' 1 6' 4' I. I 4_0' I TITLE SHEET . . . . . . . . 1 INDEX MAP . . . . . . . . . . . 2 4' 6' 4' 16'14 16' 4' 6' 4' PLAN & PROFILE + SLOPE �` 1 GjJ SLOPE TN ?1 GRENACHE COURT STA. 10*00.00 -g STA. 13+07.42 3 1/4%FT 1.7Z-•-1/4»/FT 'Liy MNAL CAP J ���'' GRENACHE COURT STA. 13+07.42 - STA. 18+76.54� 3 12 N JULIANNE DRIVE . . . STA. 10+00.00 - STA. 15+55.86) 4 .15 °op.00 °oOoOo 000000E o00�00 5 J SIDEWALK 1 1 7% SIDEWALK �. JULIANNE DRIVE . STA. 10+00.00 - STA. 11 78.64 4 1/4"/FT. 1.7% -- 1/4"/FT BANYAN STREET _ _. STA. 13+30.00 - STA. 21+72.45 5 `1% 3 _ COMPACTED SUBGRADE 3 9+ �P� � °opo00 �> BANYAN STREET. . . STA. 21+72.45 STA. 23+12.45 6 LARES LANE STA. 10+00.00 - STA. 11+05.87 6 0.25' A.C. ON 0.52' CLASS it A.B. TI = 5.0 PRELIM R-VALUE=40 2 3 �-9� LARES LANE . . . . . STA. 11+05.87 - STA. 13+85.88 _ 6 RIV. CO. STANDARD NO. 104-A = COMPACTED SUBGRADE MIKLICH KAELAN COURTSTA. 17+39.18 -. STA. 23+64.54) 7 . . (STA. 10+00.00 - STA. 12+38.29) 7 TYPICAL SECTION (NOT TO SCALE) 0.25' A.C. ON 1.00' CLASS !I A.B. TI = 5.0 PRELIM R-VALUE=40 ROLAND ROAD . . . STA. 16+60.00 - STA. 21+57.09) 8 MIKLICH DRIVE . . . STA. 10+90.66 - STA. 17+39.18) 9 �\ GRENACHE COURT (STA. 13+07.42 - STA. 18+76.34) STORM DRAIN PLAN LINES "A", "A-1" & "A-2". . 10 U JULIANNE DRIVE (STA. 10+00.00 - STA. 15+55.86) BANYAN STREET (NORTH) BANYAN STREET . . . (STA. 20+00.00 - STA. 23+58� 11 ( WEST of q,) -.Underground Service Alert JULIANNE DRIVE (STA. 10+00.00 -STA. 12+81.35 01SHCRWooD STREET (STA• 10+00.00 --STA. I0+`70± 12 m LARES LANE ( ) STA. 20+00.00 TO STA. 23+58t WEST OF C.L. SUGARBERRY LANE EXT. STA. 35+50.00 - STA. 41+62.67 12 STA. 11 +05.87 -STA. 13+85.88) ( ) SUGARBERRY LANE STA. 41+62.67 - STA. 50+00.00 13 ' call: TOLL FREE MIKLICH DRIVE STA. 17+39. 18 - STA. 20+9Z 74 TORREY PINES ROAD STA. 13+79.24 - STA. 23+00.00 14 • ( ) RIV. CO. STANDARD NO. 104-A I TORREY PINES ROAD STA. 23+00.00 -� STA. 34+01.88 15 w � _ ROLAND ROAD (STA. 16+60.00 - STA. 21 +57.09) TYPICAL SECTION NOT TO SCALE 2 �cINGWOaD ROAD (STA. 10+00,00 -- S A• 1 I+GG.22 IQ 800 MIKLICH DRIVE (STA. 10+00.00 - STA. 17+39.18) ( ) STORM DRAIN PLANS: T 9 2 2 7 2 6 0 0 BANYAN STREET (SOUTH) (STA. 13+30. 00 - STA. 23+ 12. 45) LINE „C» . . . . . . . . . . . 16 LARES LANE (STA. 10+00.00 - STA. 11 +05.87) LINES "C", "C-1% "C-2", "c-3" . . . . . . . . . 17 m TWO WORKING DAYS BEFORE YOU DIG LINES "B", 91B-1" ! 1$ J NOTE: WORK CONTAINED WITHIN THESE PLANS T l'C. i 2EY/GED 5'NT' /7$ Q)yEST/M,gTES 6 LG AL -COUNTY. o COUNTY OF RIVERSIDE SEAL -ENGINEER SHEET NO. SHALL NOT COMMENCE UNTIL AN BENCHMARK: TRACT NO. 23626 ENCROACHMENT PERMIT AND OR A 9 25-00 TPC ° 2 REVISED SHOTS 1 2 .9 12 A1�10 � GRADING PERMIT HAS BEEN SSUED. QP°FESS/°"� TRANSPORTATION DEPARTMENT�F Trans -Pacific Consultants, Inc. ELEVATION: 1091.074 c qAN r► r1Es o 1 Q� F s Y ® 27431 ENTERPRISE CIRCLE WEST RIVERSIDE COUNTY DESIGNATION: T-46-81 STAMPED ON 2 & 1/2- BRASS DISK IN COUNTY OF RIVERSIDE A. �� -APPROVED BY. TEMECULA, CALIFORNIA 92590 CONCRETE BRIDGE WALL. FROM INTERSECTION OF RANCHO CALIFORNIA ROAD AND I.P. 990099 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE 4-IT-COI TPC REVISED SHEET 14-f 18 e p� 5 FOR ASSURING- THE ACCURACY OF DESIGN & ACCEPTABILITY G-12.0I TPA I &0!5ED SWEET 14,918 - 2507 ` Khaled A. Othman ?, TEL. (909) 676 m7000 FRONT STREET 1.7 MILES N/W ON FRONT STREET - JEFFERSON AVENUE TO THE m OF THE WORK HEREON. IN 1HE EVENT OF DISCREPANCIES �' IN7ERSEC110N OF JEFFERSON & WINCHESTER (HIGHWAY 79), 2-0 MILES N/E ON ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, 7-19-01 TPC 5 REVISED 5HEr-T 18 7 t No. 33950� _ ///j. `� a�� 3g1.04 * WINCHESTER ROAD (HIGHWAY 79) TO A BRIDGE OVER THE NCULOTA CREEK AND STREET IMPROVEMENT PLANS Z THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETER- ` e * xP. 6-30-02 ,� a e _dX. Othman c/ DATE # PREPARED SANTA GERTRUDIS CREEK FORK, IN THE S/E WING WALL, 6' S/E OF CORNER OF 1 MINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DATE BY MARK APPR DATE sT CIVIL �P �_ l 20OU a`�'• R.C.E. N0. 26457 BRIDGE ABUTMENT, 3' E OF STEEL GUARD RAIL, 19' N OF TELEPHONE SERVICE BOX. TITLE SHEET OF "8 SHTS �; FOR APPROVAL BY THE COUNTY. - REVISIONS: 9� OF CAUE�Q� �'�1E0F FOR: W.O. COUNTY "''• ENGINEER COUNTY REC ENDED: BOYLE ENGINEERING DATE WON SANG Y00 DAB 4 -17 - ob SCALE: AS SHOWN # �"i 6 � FILE N0. ,,:• .4',.• HI\NET DRIVE\DATA\ENGIN\WARM-SPR\STRPLANS\23626\26SIP _01,DWG 1-5-00 11152•03 EST - LEGEND AND ABBREVIATIONS: - Qi 0=1.15 CFS 30" RCP LIN 'C' 18" RCP ® APPROXIMATE TREE LOCATION. NO STREET SIDE -'WALK Q100=1.68 CFS SEE SHEET 16 010=4.58 CFS LINE C-�2 TREES SHALL BE PLANTED WITHIN 10 FEET CFS CUBIC FEET PER SECOND Q10=1.07 CFS 24" RCP Q100=6.79 CFS SEE SHEET 17 OF DRIVEWAYS OR CORNER CUTBACKS. Q100= .5 C S SEE SHEET' 10 797 RCP REINFORCED CONCRETE PI PE � Q 10= 5.36 CFS r/ r� O RESIDENTIAL LIGHTING B.C. BEGINNING OF CURVE SHEET NO. 1Z I� J Q100=7.85 CF ARTERIAL LIGHTING E.C. END OF CURVE 166 BCR BEGINNING OF CURB RETURN .C. TOP OF CURB - 165 F.L. FLOW LINE ECR END OF CURB RETURN 4 ' AC ASPHALT CONCRETE 3 18'E RI CPN PAVEMENT F.S. FINISH SURFACE . AB AGGREGATE BASE COURSE 158 159 \ 123 LINE E.P. EDGE OF PAVEMENT 160 SEE SHEET 17 C.L. CENTER LINE BVC BEGINNING OF VERTICAL CURVE SH T 3 161 `� \ �` QlOzt--4.22 CFS CFS 1300.0 PAD ELEVATION EVC END OF VERTICAL CURVE 157 p p 24" RCP 54 LOT NUMBER VPI VERTICAL POINT OF INTERSECTION © 162 \ LINE A- _ 122 ,/�AEE SHEET 10 2:1 2: 1 SLOPE (UNLESS OTHERWISE NOTED) VC VERTICAL CURVE -� F-'1 r� 156 p " 163 1210 EXISTING CONTOUR C.F CURB FACE ✓ �21 CL - ,010=5.5 CFS TRACT BOUNDARY TI TRAFFIC INDEX - 54 �C� \ \ 10 =8.02 CFS DRAINAGE PIPE \' 120 V'' 24" RCP OCONSTRUCTION NOTE NUMBER 155 153 LINE A ' •''' "'� ` �"` ' �' '• r " \ CONCRETE CROSS GUTTER ---y--2 � 119 ✓ SEE SHEET 10 \ \ ��-� EXISTING STRUCTURE CURVE DATA NUMBER 15a 1379.0TC EXISTING ELEVATION - - - BARRICADE 144 145 15 118 CURB STREET NAME SIGN (0 150 ©� \ y 117 \ � \ \` GUTTER Q10=3.93 CFS 143 146 149 '/ 39 FS 4 S ` \ Q100=5.76 CFS p 148 & -� GF p ` \\ / \ 116 �p I m 1038 a. Qp ' \ Q10=7.36 CFS 142 m (� 147 O 26 Q1 p 6 �0, \ 115 Q 100=10.75 -CFS ® \ \ \ G Q10=3.51 CFS Q10=3.15 CFS p 27 37 \ \ 7 \ 114 F. 100= .12 CFS Q100=4.59 CFS 25 \ Q10=4.93 CFS Q10 6.32 CFS ��' p � 36 Q100=9.26 CFS \ 28 p \ g \ 40 p \ \ �\ 113 1 1 J J I 41 24 �. \, 29 3 �. ► a1) p \ \ 9 112 Underground Service Alert CO YS o Call: TOLL FREE Ld 1- 800 U 227-2600 TWO WORKING DAYS BEFORE YOU DIG co i , NOTE: WORK CONTAINED WITHIN THESE PLANS � LU SHALL NOT COMMENCE UNTIL AN 9-21-OD -Tplrl i ADD KINGWOOD RID,(SEE SH1 #9 ENCROACHMENT PERMIT AND/OR A p GRADING PERMIT HAS BEEN ISSUED. ISHERWOOD STREET SEESHT 4k 12 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE -- FOR ASSURING THE ACCURACY OF DESIGN & ACCEPTABILITY m OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES Z ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, _ THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DEIER- MINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ' FOR APPROVAL BY THE COUNTY. DATE BY MARK ENGINEER REVISIONS: H;\NETDRIVE\DATA\ENGIN\WARM-SPR\STRPLANS\23626\26SIP02-.DWG 1-7-00 10105151 am EST a O J O J SEAL COON Kholed A. Othmo * Exp. 6Z;0-02 - >f APPR DATE 'j- oGI CIA COUNTY 10 rCur' LINE B-1 SEE SHEET 18 Q 100= 32' EXISTING PAVEMENT PER RIV. CO. REF. #917-K 0 'j-r114 II 11 VI J .. ' Q100=5.56 CFS Q10=3.84 CFS INDEX MAP Q100=5.56 CFS - GRAPHIC SCALE Q 10=16.88 CFS too 0 50 100 200 300 Q100=25.13 CFS Q10=9.2CFS - 7771 Q100=14.00FS ( IN FEET ) 1 inch 100 Pt. COUNTY OF RIVERSIDE SEAL. Trans -Pacific Consultants, Inc. BENCHMARK: TRACT NO. 23626 SHEET NO. TRANSPORTATION DEPARTMENT QROFEss►o of ® 27431 ENTERPRISE CIRCLE WEST ELEVATION:- 1091.074 " RIVERSIDE COUNTY DESIGNATION: T-46-81 STAMPED ON 2 & 1/2 BRASS DISK IN COUNTY OF RIVERSIDE 2 APPROVED BY.• ���NSANG y TEMECULA, CALIFORNIA 92590 TEL. (909) 676-7000 CONCRETE BRIDGE WALL. FROM INTERSECTION OF RANCHO CALIFORNIA ROAD AND FRONT STREET 1.7 MILES N/W ON FRONT STREET - JEFFERSON AVENUE TO THE I.P 990099 No.2s467 _ :...... INTERSECTION OF JEFFERSON & WINCHESTER (HIGHWAY 79), 2.0 MILES N/E ON STREET IMPROVEMENT PLANS I,// ° Exp.3-3i-04 WINCHEST7=R ROAD (HIGHWAY 79) TO A BRIDGE OVER THE TUCULOTA CREEK AND PREPARED B !�� K A. Othmon Q4 TE >k * SANTA GERTRUDIS CREEK FORK, IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE ABUTMENT, 3' E OF STEEL GUARD RAIL, 19' N OF TELEPHONE SERVICE BOX. INDEX MAP Q OF �8 _ 1 Y z oaa DATE c�u �gTFpF R.C.E. 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R //4t'E I } 1 Y ' _ _ _._ �... ,� t t + I I 8 t 11 -G I 1 7T kq-- } U t ti t 6 _ ._ _ -- I 11 GO • OFF— 6fj S3. • t �v77 h �- •' 7� , o i t -- - - -- - - -- - -- - - - : _ f._ i7 J_ k BANYAN STREET J �. � HEET.NO 11 �Jr� I�JJ sEE s ..�3_J/ �J� 79 . 78 _ 75 � h �,. 85 4 � 82 80 v �' � ,8 83 81 77 H� 61 76 K NJ PROPOS D IMP[�O�/EME O Nti PER Taa T 23G27 II N 0 �uW� ► 111 m • �`� N %/25 �G. 46 2 _ _ 4T//27.rJO.�G — //Z .56 r•G 9 . v a m N - o 9 CONSTRUCT/ON NOTES ® C> m 45 /V 77 3,�'09 as rZ 06 , - 1 V • ll! 8¢ iF.L _ - 3 �- �• / G &Z750rc ,r 5AWCUT LINE - 3- - FL ' ..B ~cl1EA/T3 FG. //,� 43 /VB//27. ., y.5/ g'—1Sree,1&7 0 2� ;4C A4�F� ER rYPcl sEC(TN /CKNESS Pa CJ�'STUCTCLASS IIA qZ` ' T F14-6 Ex SThj.Tr/oNi �G'G Z tire. 4au ///B. 9O -- - G 1O,r �xls I 33f54.88 ��/� I waTER 3 /�E�' fr/V• CO STA A10. 0" 5 WAr6� O �CONE TP0C-CONC. S DE(JA Lf< PAAP` tnaT� �GT - 2R1\1 Co: S77o. No. tOo 5401 8 9 0 i T ,I � I►J� IMPRO`•l�1ul T /O C IVSTf�C1CT f�CCL•SS' RAMP P�/� 169 5 6 m Qv' IRIS/ CO. s70. NO. 402 q 403 , (:49E " / " W 2 3 PE TRACT 27 973 /g —S,4W CUT I�'C-MOv" �xl S7-II�I 0 A. c I(2' w104-) sroRn Or�A/rV 163 I ►7 — EXI9%li4C 13AJI�-/ZICA.DC- 7•b ,BE 12EMOVE,0 4 •syowry on/ svr. /7 ��w SEE SHEET ND. /„�' - � � ^,ram � - I , \3626 , Underground Service Alert ® E SEE SHEET Na- s T ARBERRY LANE Y Call: TOLLFREE BA/1/YA N 5 FREE SUG LQ 1-800 227-2600 0• 40' 80' 120, 150' m TWO WORKING DAYS BEFORE YOU DIG SEAL -ENGINEER: BENCHMARK: TRACT NO. 23626 _ SEAL -COUNTY: COUNTY OF RIVERSIDE Trans —Pacific Consultants, Inc. NATION: 1091.074 COUNTY OF RIVERSIDE ? Z _1 NOTE. SWORK HALL NOT CONTAINED W THI UNTIL E PLANS QAOFESS/ eROFESS/pA,gY RIVERSIDE COUNTY DESIGNATION: T-46-81 STAMPED ON 2 & 1/2- BRASS DISK IN ' <C 0 ENCROACHMENT PERMIT AND/OR A - p"� TRANSPORTATION DEPARTMENT O ® 27431 ENTERPRISE CIRCLE WEST O `c�Q� Fy TEMECULA, CALIFORNIA 92590 CONCRETE BRIDGE WALL. FROM INTERSECTION OF RANCHO CALIFORNIA ROAD AND I.P. # 9 9 0 0 9 9 0 GRADING PERMIT HAS BEEN ISSUED. _ - `��� F�� APPROVED BY. �, G� TEL. (909) 676-7000 FRONT STREET 1.7 MILES N/W ON FRONT STREET - JEFFERSON AVENUE TO THE - - -, WON SANG YOO INTERSECTION OF JEFFERSON & WINCHESTER (HIGHWAY 79), 2.0 MILES NIE ON STREET IMPROVEMENT PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE - - - LL, I R, " `�t �, Kholed A, _0" �" WINCHESTER ROAD (HIGHWAY 79) TO A BRIDGE OVER CIE TUCULOTA CREEK AND FOR ASSURING THE ACCURACY OF DESIGN & ACCEPTABILITY 'thman 2 Q No - 26457 ' SIE OF CORNER OF DISCREPANCIES - T - No. • 33950 �� _ � _ � -T - �� -31=0 PREPARED Y: SANTA GERTRUDIS CREEK�OEL GUARD/RAIL�,NI9WN OF SERVICE BOX. SUGARBERRY LANE OF THE WORK HEREON. IN THE EVENT OF DISCREPANC ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, - * Exp. _ -30-02 A� A, ��' DATE *xp• 3 4 ,� BRIDGE ABUTMENT, 3 E JULY 9999 z THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETER- CIVIL R.C.E. NO'. //- _ 0R• Y MINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS CIVIL _ �y Z,_ 0d `�TqT Q��P DATE ��- OD SCALE: H = 1 40 , _ F COUNTY �Tq pQ��P F OF CA1�F� FILE DATE BY MARK APPR DATE of GA`\F ATE WON SANG YDO a FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS: Ij,EC ENDED BOYLE ENGINEERING COUNTY CURVE DATA NO. DEL TA RADIUS L ENGTH TANGENT 5c > 000100" Z5.00" 39 Z7' ZS.OV' 2 OG 009 Q7 "' /000. 00 ' 107. 0W 63.09' M 108 47' 978. PO %04• OZ? L✓r2 �/' A3041 '%"W 3OV, 22 1 5 N 7 7 033 b?�„Pk1 • Y Ar x t,6 Pao G �`� NEL tiNT \ f. -� L . J2J n � O Z CURVE DATA NO. DEL TA RADIUS LENGTH TANGENT © 83040' 14" 550" 803.18' 492,371 2 36 "3234" 530' 33(3.03' 174. 99' 37`48'20" 570' 376.13' I95 •20' Q 36°38'56" 530, 339.01 ' 17S.52 05 37°2.5' 2')" 570, 372. �0' )92. 91 E r\ Pj\j '�' -1J - Jr 'I J� p��°-tom i 3 ��� M I SHEET N0. } �k �° �� CQ� 6� K L I e H p 70 22 0 51'�,Po �� G �0� N ti° � \ Ste- W � � 1ti ��'• X � - ti°�,�� o� '� CONSTRUCT/ON NOTES _ 69 �I'� / Q— can/srRucr o. 25',4.c. Za- ° /7t • N r` n T� . •� \, � 58 oAp 1 2 112 Cry \ �N� � - 00'_ BPS �/) � v OQj �lE�a1• �-CO/Vsmlor CLASS 1T .48 (�1110KNFS5 PEAT 1PJ�'AL 5FOrioNj �\ 8� d- � \ G t� �� . ? /8 r"1 I d. 4 4 -r0p L'*f pIN�S R I 112g. N ���� >�� G�'L P -:GOtq. TT UCT TYPE "�4-_6 CUP15 PER a}v CO. STP. NO. 200 � 6 � N � � � N � I� t81.5 MIKI-ICH PR1v� 5 �� Q�.� •��, (5)-CON..STRUCT SIDV_wAL_- <-MR. FIV.. Co. _S-- • No. � 4 401 �39.IS � 0 � 17 ©-.INSTALL, f ^^RR.ICf�C)� MR RIV, c0. STD. Sjo—� J 3 5 �, �� o \� P � �D�� �P� IPU� ®- CONSTR UCT CATC4 �3A51 N N 0.1 P,FR RCFC1) STD. NO. C6 IooI.aaL.�� I o --- p1=f't� SSIoN N0.2 Cad .� C �� f?k t aCFGD STD. F4D. LIP 201. ��/2� S To '�''JP: ` ' _ "�------� Zo -�� v� g '� `r"� �_'11po 18 -GoN uG-r z.5' w►r� x 12" r��P �or� a✓ �2ovJ p1T� < s fic.. I�S.2I 1130.09tc �,� 6 �� �� - o ,L7 p ro7 - IPLsT�(lr L No. 2 SAcK�tJG 12tp12A I a` �c g' X 2 s, `��.� II2g,2 //e 1129.59 F.L. /9 _ Q -� �0 y P p r ` _ _ 5 ` g �� 1 J�Ry 69 0 • 10 B�PG�,, l 5� 1129.99 rc ��� `�� Q• OF 1129-.49FL• 91 Underground Service Alert ' - 9 o o �'.� /6f ems. - - •� ' 1 V Ink Call: TOLL FREE L36 q t� 1L nj 1L' C3CR 3A. N 6 94 9 0� / j C,YLo o �ti .� I o� 0 : M 1- 8 0 0 '� N` OD � 95 S ROA_D %� E SH'EEi N0. 9 \� �� MIKLICH. DRIVE _ of, �o� eo• ` 120• �60• I r,� m 'TWO WORKING DAYS BEFORE -YOU DIG � •-i NOTE: 1Z o/ T. tG KEvI SE, v- DITCH TO GRASS . LI N E SEAL -COUNTY: SEAL -ENGINEER: SHEET NO. WORK CONTAINED WITHIN THESE PLANS COUNTY "OF RIVERSIDE BENCHMARK: TRACT NO. 23626 SHALL NOT COMMENCE UNTIL AN FROM W -rO BACK �SOUNAARY �F ENCROACHMENT PERMIT AND/OR A _/ QPOFESS/pA, QROFESS/p Trans —Pacific Consultants, Inc.1nC. ELEVA710N. 1091.074 GRADING PERMIT HAS BEEN ISSUED. �-� �, U/ �O q� TRANSPORTATION DEPARTMENT �p Nql Q 27431 ENTERPRISE CIRCLE WEST RIVERSIDE COUNTY DESIGNATION: T 46-81 STAMPED ON 2 & 1/2" BRASS DISK IN COUNTY OF RIVERSIDE 14 �``Q � APPROVED BY. �`�� F'Gc TEMECULA, CALIFORNIA 92590 CONCRETE BRIDGE WALL. FROM INTERSECTION OF RANCHO CALIFORNIA ROAD AND I.P. #990099 ME PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE 4 �"�+� �� L/,VE v--o/rcH To � 2 FRONT STREET 1.7 MILES N W ON FRONT STREET - JEFFERSON AVENUE TO THE tt FOR ASSURING THE ACCURACY OF DESIGN & ACCEPTABILITY 24"Rc-r',400HEAP_WALL 'fi�6�10q P W/�cOW ch -idled A. Othman ,T c, WON ANG Y00_ ? TEL. (909) 676-7000 m OF THE WORK HEREON. IN IH� EVENT OF DISCREPANCIES - � W No 33950 m "' m INTERSECTION OF JEFFERSON & V17NCHESIER (HIGHWAY 79), 2:0 MILES N/E ON , ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUC110N, c No.. _ 25457 � WINCHESIER ROAD (HIGHWAY 79) TO A BRIDGE OVER THE iUCULOTA CREEK AND STREET IMPROVEMENT PLANS Z 6-30-02 3 31-04 PREPARE BY. SANTA GERTRUDIS CREEK FORK, IN THE S/E WING WALL, 6' S/E OF CORNER OF TORREY PINES ROAD THE PRIVATE ENGINEER SHALL'BE RESPONSIBLE FOR DETER- * EXP• KHAL A. OT DAT EXP• - 18 BRIDGE ABUTMENT, 3 E OF STEEL GUARD RAIL, 19' N OF TELEPHONE SERVICE BOX. OF SHTS Y MINING AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS - -- - CIVIL R.C.E. N0. JULY 1999 DATE BY MARKI APPR DATE sr9� �\P ..{,�.�/ I 20D0 �Tq CIVIL Q 26457 .� FOR: W.O.# • COUNTY FOR APPROVAL BY THE COUNTY - REVISIONS: OF CA1� DATE OF CA��F� DATE ��- QO . SCALE: H = 1 40 V = 1 4 ENGINEER COUNTY RE MENDED" BOYLE ENGINEERING WON SANG Y00 FILE NO. 712 400 � _ _. -- ----- -- ----- - --- - - - ----- -- - ---------- - -- ------ - ---- - -- --- ---------- ---- ---- - --- ------ - ---- -- ------ ---- - -- -- _. _ - --- - - -- - - ----- ----- -- - ---__ -- - - ---- - - - - -.. _ _ so so MEMO 0 Nil I MEMO MEN!■ MONSOONS!■N ■OEM ME a ZVEM-Ozz r Mimi MM1l1M z ■ MMMMEM Emommmmoss�sm 0 Son SOME ■011111111111111111 M 0 SEE ..'EMIN-1 E11MEME MEN ON OMSK HE'" ME 0 NON1111= =100w mom Mn�m ..ME ME �m I - MEN 104, V_ Sol W-5 low w, MEMO 0 NO SEEM =IME MEN MINN. 1111111. 0 ■ w 10 1 H, =-,m w, Log 5 ON I In I I waffi.mm. 11111Qa W-1 11111-aw, WIMAM,W.- Ism. =1 M1 Isms= -AM- Elm gzmm MEMIN IRON WISH INERNIVEM Ell RMIN No son 0 ME E SEEMS WIESE ME ME SEEMED so ME Em"'aa 111111110 0 0 OEM AM= ME ME LIS MEN= fe MEN Elfin MEN 0 ME MEN M ---1 22 SON ON ME M NONE No 111111111119�_ ■No 01 NJ ON 1 =00 010 0 0 on, 11 RE11111111111111 ■ Egg3111ow 1 =_ ■" 0 E � M111111% WMA. slow-, ONE MINE w mm Wasson 91 -211 no M-N, In . 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R,9t.mmmmnmm RILIUMN, no NMENENIM amunwas w" No'. 11 IN", 0 INS ME■0 go MEN ■ Boom ME ONE 0 w SOME 91111101MOMMEMEM moon- CC= mmm mmmmmmaimmmm■OMEN M El RIMME 0 ■so■m�ommolum OEM M 0 No 1i.'1!■WIN No INS== MEEMMEMOMMENSHE E, 0 iam 111111111 OEM so' M M ■MMMS mmmmd mmmmmmmmmmmmom W.zd: s n No SEE ME so ■ 0 ME, ME■ 0 I■ EN ME M i l■ SEEM ON M■On■ME■ ENO E M 0 ME EMEM■SO �mmo MEME 0 MEMO OMMNNMM■0 NONE A' If Ar A ......... t NOrES CONS rRUC r10N C01V,6rRyCr025 4,01 29 + 69. 54 COA197-RUCr 01-455 B-,49 0-1-110411VE'ss Ow 11 END C,�G /AND IDF_WALK PER r�IP104Z geORIV). IMPROVEME.NT Underground R&Cr 7YF6 X-(;" cele;�;6 511A#j11' CURVE DATA NO DELTA RAL?lUj LENGTH TANGENT L LESCRIP TIC A 939.91' 17556' C.L. 0 ff 5 75191 97�5 11re7_1 5 133-98 7R7T 35 '001 3 7 52 7 9Z5.70' la& 2.4 W1 el 6 �& 7 j- 371.44 GURB LTA IM47 973,04 1 cup -a (ter) o Call: TOLL FREE v CONSTRUCT _'�IDffWALK PEP, - Na. 400 (D I - CO. 5TR�7 1-_ - I(ING W000 RD t I A c) 2 1 2 LU CT 1-800 Z 227-2600 r-ORREY PINE TWO WORKING DAYS BEFORE YOU DIG ca SHEET NO. _j NOTE. SEAL —COUNTY: SEAL —ENGINEER: 'Inc. BENCHMARK: TRACT NO. 23626 (2) WORK CONTAINED WITHIN THESE PLANS COUNTY OF RIVERSIDE Trans —Pacific Consultants, 0 SHALL NOT 9-21-00 T ft A�_IADQ CROSS CuTrEP, KINGWOOD p1b I ELEVATION.- 1091.074 COUNTY OF RIVERSIDE 15, COMMFENRCMEITUANNTDILIOARN A RlvMSIDE COUNTY DESIGNATION. T-46-81 STAMPED ON 2 & f12" BRASS.DISK IN ENCROACHMENT F cj� GRADING PERMIT HAS BEEN ISSUED. TRANSPORTATION DEPARTHENTI. 27431 ENTERPRISE CIRCLE WEST APPROVED B Y. TEMECULA, CALIFORNIA 92590 CONCRETE BRIDGE WALL. FROM INTERSECTION OF RANCHO CALIFORNIA ROAD AND I.P. #990099 TEL. (909) 676-7000 FRONT STREET 1.7 MILES N1W ON FRONT STREET - JEFFERSON AVENUE TO THE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE Khaled A. Othman WON SANG YOO 2.0 MILES NIE ON co rn •r"M INTERSECTION OF JEFtYRSON & MNCHESTER (HIGHWAY 79), FOR ASSURING THE ACCURACY OF DESIGN & ACCEPTABILITY �u STREET IMPROVEMENT PLANS 5.: 1- 33950 No. 26457 WNCHESTER ROAD (HIGHWAY 79) TO A BRIDGE OVER 774E TUCULOTA, CREEK AND OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES No. 9.10>" SANTA GERTRUDIS CREEK FORK, IN THE SIE WING WALL, 6' SIE OF CORNS OF • TORREY PINES ROAD :�18 ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, HALE I r I - r� - --- 4 3-31-04 PREPARED Y. W BOX OF _SHTS xp. DI A Exp. BRIDGE ABUTMENT; 3' E OF STEEL GUARD RAIL, 19' N OF TELEPHONE SERVICE DULY 1999 f ck THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETER-k3r/ I I . . �� 2 R.C.E NO- 26457 MINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS.1 CIVIL W.O.# COUN FOR: FILE Ty DATE 0 V 4' NO. ............. wl DATE BY MARK APfWjbA FOR APPROVAL BY THE COUNTY. REVISIONLp,S: POME 10 ED BOYLE ENGINEERING YOO TE FC WON SANG 0 SCALE: H 1 40' ENGINEER COUNTY i�A np P m --tJ 63 CONSTRUCT MANHOLE NO.1 PER RCFCD STD. DWG. MH 251 72 CONSTRUCT CONCRETE COLLAR PER RCFCD STD. DWG M803 78 JOIN, EXISTING 30" RCP 79 REMOVE EXIST. RISER (CMP) PIPE. 82 INSTALL REINFORCED CONCRETE PIPE PER COUNTY ROAD DEPARTMENT SPECIFICATIONS. v' Q - CURVE DATA DELTA RADIUS LENGTH TANGENT Q.0 E.0 23'53'59" 494' 206.04' 104.54' 14+80.78 16+86.82 k 24*08'19" 494' 208.12' 105.63' 16+90.82 1�9+19.46 55'36'32" 22.50' 21.84' 11.87' 10+17.97 10+39.81 Underground Service Alert o Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG N ID QO "'v/�� I Wd ' _ 1 74 T/z} CT 27973 F1' • ?79 /c790 , ECT A/O. 7-0 - 0/06 I PWG A10. 7- 309 15M=- ET OF S z `per I.OT 9 0 s� A 159 - TR. NO. 29 218 �� ��; `'�s� 158 LiN '1C11 82 3 W o, s, 0 "C I.P. P OR RCP (ALT.) v, o� 1 57 .• 8 � o y TR. N0. 23626 PLAN- 40 0 20 40 80 120 NOTE WORK CONTAINED WITHIN THESE PLANS SEAL: SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A - _....--..._. - _... GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE - --- ----- — -- — — WI FOR ASSURING THE ACCURACY OF DESIGN do ACCEPTABILITY _ OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION --- — THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETER— ._.___-_-- ---_ __ - ----- - -- -- - -- _-------- - - MINING AN ACCEPTABLE SOLUTION AND REVISING THE PLAN DATE BY MARK APPR DA T FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS: COUNTY ( IN F'En ) 1 INCH. = 40 FT. COUNTY OF RIVERSIDE QAOFESS/p� F TRANSPORTATION DEPARTMENT ' APPROVED BY. KHALED A. OTHMAN No. 339500mffi� ' S Exp. 6-30-02 CIML HALE A. 0 MA R.C.E. 33950 DATE rr �� P E - 0-02 I 2 CYp q� of cn��F`� y R COMMENDED BOYL E ENGINEERING DATE Srcc ESS/ NG YDO No. 26457 4L Exp. 3-31-044 -"_ CIVIL a/ 7', 444E y ! W ' OR AD— (-A 6' i 15, } SECT/ON @ SM /5 f 00 ol ,t9�a� ` J` ' 5 5 Trans —Pacific Consultants, Inc. BENCHMARK: ELEVATION: 1091.074 27431 ENTERPRISE CIRCLE WEST RIVERSIDE,COUNTY DESIGNATION. T-46-81 STAMPED ON 2 do 112' BRASS DISK IN TEMECULA, CALIFORNIA 92590 CONCRETE WALL FROM THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND FRONT TEL. (909) 676-7000 STREET 1.7 MILES N/W ON FRONT STREET—,EFFERSON AVE. TO THE INTERSECTION OF JEFFERSON AND WINCHESTER RD. 2.0 MILES N/E ON WWCHESTER RD. (HWY.79) TO A BRIDGE OVER TUCALOTA CK. AND SANTA GERTRUDIS CREEK FORK IN THE SI' WING- - - WALL 6' S/E OF CORNER OF BRIDGE ABUTMENT 3' E OF STEEL GUARDRAIL 19' N PREPARED OF � SERVICE BOX. R.C.E. NO- 26457 DATE - //—OO _ SCALE: AS SHOWN FOR: ON SANG Y00 TRACT NO. 23626 COUNTY OF RIVERSIDE I.P. # 990099 STORM DRAIN PLANS LINE V W.O.# COUNTY FILE NO. SHEET NO. I 16 OF 18 SHEETS i MONO IMEMEMII iME EOMMAM A r r r 5mmm� Ek 00 ME 4,10 I framommm m on '.A I r 4iVIA t%f/,TA��.�: