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943c_spp1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /OWNER OR CONTRACTOR TO APPLY ® ® 1-- I 1 I JYy t I ✓ _ ® ° • ® a ° I \ ® I ® rf" # 9O. ' �/ ® ® 1 TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ® ® Q � ♦ II °• ••® I N /FA -10037 � A ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT -OF -WAY, ® ® J I I -__ �f}� � p01 - - �T� ®® ®!4 °� I ® �s N.A.P. / �/ � j DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY ® ■ W I ■ �� ®® , ® ♦ ' / y COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF ■ 18 19 20 1 ® I I �` ♦® a / j !� CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND /OR PERMITS ® ® 17 MAY BE REQUIRED. ® ® I i ®® ®® ® ®® ®.� 22 ®♦ ® 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK ® n N I 115 ® is ®° • ® ® ® 23 1 �® V\� �`� ®® ®e C.B. N0. 7 �, ANX ��, OP p�0r AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE MUST INFORM r ( I ° '® C ♦ Q10 =2.30 CFS i ® O Z I wwwwwwNw® ® ® S ♦ Q100 =3.73 CFS A10 0 8 - I V- 6-C-`- 091T / // ♦ y COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO THE BEGINNING ® -j La ®® ®w® P °�► \ J` ® 2 PD &D Pw \ APB OF CONSTRUCTION. PHONE: (951) 955 - 6885. 1� = ( ® ® �'; ® 371 ® ® 24 I( s ® Imms �� 3, THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STD. N0. 816. KJE ST ROAD I ■ 1 ® ® I ® ®® ® ♦ \y\ � 4W ft C.B. NO. 6 38 36 ■ $ • ° 010 =4.33 CFS LINE C / 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY _ _ I ®® ® ® ® ® ® �fi �° ® Q 100 =7.23 CFS SEE SHEET 16 / TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST ! 49 o ® 'Qy LOT 77 p s ® ®® / EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. ® 1 i ®■ F' 1 ■ O 6PEN SPACE t • ®��\ $10=$t14fFS i / �/ ®® ■ (I I 15j U ■ ■ ■ 35 26 ® A 46S �°\ ° ® t �•�® i Q100 =i33�\ CF /' y I/ e 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL ■ ■ ■ ■ I39 I ■ c f / 48 STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. ®�" I ( I ® ® i ® ® ® ® ® \�- t �C� ® ® ®♦ ° i' //� �/� / / ®41 ■t ZI ■ Y ` 165 ® ® ♦® / / e 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE ! �l I 1 `�■'■ Q ■ ! ! 27 p [, , a ♦ ® STREET, INCLUDING, BUT NOT LIMITED TO , THE FOLLOWING: SEWER, WATER, ELECTRIC, ®I� ■ ® 47® 34 ® ®�`/ ® I ® GAS, STORM DRAINS. ■ LL.I I ■ ® 6♦ 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ®LI I I W ® ® W 33 ® 281 tt, t p p •is EE SHEEP ��y/ ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, AS DIRECTED IN THE FIELD. ■ _ 1 I I ■® ~ 461 ■ W ■ t vJ I ®� ® °1 •► / l ® r C.B. NO. 8 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND ■ I I ■ I 11 T ■ ■ ! it % 70 67f ®® 58 Q,o =4 3 oFS' ° • / yr ®®® 01005s s1 MAINTAIN ALL CONSTR REGULATORY, GUIDE AND WARNINGS SIGNS WITHIN THE ■ � 1 d_ y 45■ ■F2 32 ■ 2! ® tl ♦ 4100 .23 ��ryf 7 °® / PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING ® ® o I I ®® W 59 ® ® ® I I v J ■ (M�INTAIN H.0 )\ L� ® PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT ■ r T � w y www mom mm y w w w w w w w w ® w w mff m w w ® ® ®w ® NJ ® 5 EAS MENT OT 7� ® �� ®® ! I ■ y ■ ® B7 60 TO R TD ® INDEX MAP BY THE COUNTY. ® P 1 44 �3 �' f 31 3!� ■ �I / \ PACE ® � I® ■ w S 1 1V lJ ■ ■ www www ww ® ww ww ww www w w 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR THE CONTRACTOR TO APPLY ® ® I - ti ® ° TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT ■ ' ® V II I _ ® Q10-6a53 U[� �° ♦ 3 ;=- T 100 =14 PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT -OF -WAY. ® ■ i _ _ _ _ _ _ _ _ _ _ _ _ ® / ® Q\� ° ♦ A GRAPHIC SCALE 10. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN ■ i (I ® - - - - ■ - - - - TRACT BBUNDARY NINE BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION SH Q10 =35.70 CFS ® qto =42.x3 cFS ( �® \ \` ® i r EE ■ ® Q100 -58.27 CFS / / 120' 0' 60' 120' 240' 360' ■ ® I I ■ ■ ■ ■ ■ w www w w - Q1o0 =49.80 CFS r ® \ REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 1 6 w w I I Iw wwwwwwwwww w 7 w w w e� w w w w w w w w w i w m w w e� ee e� w w w w mp ! / r ® ®O °� • ■ t I ■ ■ !iNa•� ■ C.B. N0. 2 C.B. N0. t LINE D ®° ♦ 7� 11. ASPHALTIC EMULSION (FOG SEAL) AND PAINT BINDER SHALL BE APPLIED NOT LESS THAN ■ 1 i ■® ! ■ 010 =112.18 CFS ■ Q10 =12.0 CFS Q10 =3.0 SEE sHEEr is ■ /� r C.B. NO. 9 ® ° Q10 =6.98 CFS ® ■ ® Q700�19.78 CFS ■ Q100 =19.81 CFS 8700 =4.90 CFS Q100 =11.30 CFS ® / / ®® ® ( IN FEET ) FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE ® I II ® ® Qto =0.77 CFS '® 1 ■ ■ ■ C.B. NO. 3 SHEET 0100 =1.2 C 6 / y 4 FS SHALL BE APPLIED AT A RATE OF 0.05 & 0.03 GALLONS PER SQUARE YARD. ■ I I 1 PARCEL I II 7 I 022 3 M _ ® ® ® ® ®® ® ® ® ®® ® ® ®w ® . w . w w .. a ... « 1 inch = 120 ft. (' wwwwwwwwww! ffa111 PARCEL 4 / / �( ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE ® - -n' 1 3 � ®w ®w w ®www ® ■ Q100 =4.61 CFS ' G STATE STANDARD SPECIFICATIONS. r I I a m III, w w &wc. ee�w m LINE A / ,( I �m SEE SHEET 17 h / 12. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS _ o v I w w N OTE: a. / G o AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT s X I I, ) APPROXIMAT WITHIN LOCATION O DRIVEWAYS / % OWNER / DEVELOPER AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST 2 0 -' O OR CORNER r OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON \ i, II CUTBACKS. ✓r J ® BEAZER HOMES SOUTHERN CALIFORNIA THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. �, i p01PI j ��' ® EXECUTIVE TOWER 1CA4 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET PP2�03 /�/53 IO ® ®w w w ® ® / // ®' ® ® 1100 TOWN &COUNTRY, SUITE 100 LIGHTING PLAN. ® ® l ORANGE, CA. 92868 ALL RtVliOWV / V1, E,p W612� ® ® ® / r ® ® TEL: (714) 285 -2900 14. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. P/LE/ �� /aF/7 L HE ,0112,5CT ® d 1 ® r ®® FAX: (714) 285 -2925 BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE SU® °`� ®� ® ®� $ �yOFESSIp , ,� FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. c �IOIEL4 �� ■ 4 li ■ ®® 15. A. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A NATIONAL S OILS ■ it ' IiN ■ ~ SOILS ENGINEER: POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS /DEVELOPERS ARE �JE�F �� /��/+�,�NN c' "0.25742 R' LEGEND ■ � I ' ■ ENGINEERS NOTE: REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES 7// /EL N/4A/NElU6 ®ell - 51ZS d EXPA2/3 ■ 01111 ( ice ■ NMG GEOTECHNICAL, INC. CONTROL BOARD SWRCB AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN 2 Z® �Q�TH �1e4 -f"T + ■ w II I, !CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 17991 FITCH STREET ( ) �Q • STREET TREES ® IW ■FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT 49OZAAICC CA 92 �� Je 1 1 I (� IRVINE, CA. 92614 PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. Rj� t �V qQ STREET LIGHTS ■ O,I I I� INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL PHONE: (949) 442 -2442 B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY �l� OFGAL a ® 11 � !APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE FAX: 949 0 FUTURE STREET LIGHTS ■ I ( ) 476 -8322 �� i� 'CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER OF THE N.0.1 WITH VALID W.D.LD NUMBER I �• i EXIST. IMPROVEMENT 32 PAVEMENT) ■ it 1 ■ I II i WITH 8' SHOULDER EACH SIDE 1 i I 1 i ® HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, )N CONNECTION WITH THE PERFORMANCE 16. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN o 1) i ■ i 111 ■ OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL a ) l ® i I o �� - _- ----- - - - - -- -,SEAN NIC�H0IAS ■ OF THE OWNER OR ENGINEER. RQAD ------ - - - - -- - - - - -- S/5/ ■ �) ' I' ■ OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER i ° _ r _ _ _ - - - - -- - -- `� I) �I ITHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN LA : �� - �_�` '' - ® ® ® s "STANDARDS RELATING TO THE ADMINISTRATION w SHALL CONFORM TO RIVERSIDE COUNTY , - - - - - - - - - - - - - - 1 - J �( - - - - - =- - - �l �� _ _ _ ` � \ ®♦ T > ® �I I� ®ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENT Z SECONDARY ACCESS SECONDARY ACCESS �p ® v �l CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT ALL THE OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. I i i 1 e I I RD. P ER TR 29202 II II I I I RD. PER TR 29202 � . ® ® � � (I I.P. 0. 030016 I 1a ' I.P. NO. 030016 ® ' p �l t UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND 17. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE N0. 460 &499, QUERCUS I II 1 III 111 1a 1 11 SEE SHEET 2 FOR 1 ` ® y t �/ li p IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. (SEE SHEET 2 FOR ( / ILEX (HOLLY OAK), CINNAMOMUM CAMPHORA (CAMPHOR TREE), AND LAGERSTROEMIA i o1 ul o: nl ;® \ ` ® Pe O # /� p INDICA (CRAPE MYRTLE.) III I CROSS SECTIONS ® `\ ` G CROSS SECTIONS) ) ® � ` ® 0 � 0 5 � t / 18. "AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSI LE GRAPHIC SCALE 41 ® ® ®® �k Gp( ® / i' j NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND OR BONDING PURPOSES ONLY AND AS MINIMUM FOR ROAD IMPROVEMENT TO CENTERLINE AND BE REQUIRED TO RECONSTRUCT �♦ ®® > %r � / EXISTING PAVEMENT INCLUDING BASE, AND MATCHING OVERLAY TO MEET THE STRUCTURAL ♦ `� ® ® , �' ® SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN INDEX OF SHEETS: g STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX." Underground Service Alert 200' 0 100' 200' 400 600' ♦ �\ '�, ® QUANTITIES AND BID TO COMPLETE THE PROJECT. ♦ � \ � ® i ® ®! \' \ ®��, % : ® SHEET 1 - 2 TITLE SHEET & INDEX MAP t NOTE: Cal: TOLL FREE ( IN FEET) ® ♦ SHEET 3 - 15 STREET PLAN AND PROFILE ♦ i i ® ® ®® WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL SHEET 16 - 18 STORM DRAIN PLAN AND PROFILE -800 1 inch = 200 ft. AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. SHEET 19 - 20 WINCHESTER ROAD CROSS SECTIONS 227 - 2600 ® SHEET 21 DETAILS A Two WORKING DAYS BEFORE YOU DIG CALTRANS ENCROACHMENT PERMIT NO. 08056MCO328 SCHEDULE W NOTE: WORK CONTAINED WITHIN THESE PLANS .1K - 4swr5A LINE I n i S L: COUNTY OF RIVERSIDE SEAL: BENCHMARK: ELEVATION: 1335.240 IP NO. 040261 SHEET NO. SHALL NOT COMMENCE UNTIL AN Rsv1ssp wt{1sPER w5t1 -gls "(Cyo r �� o Y "' -- p4DFESSiON ® RIVERSIDE COUNTY DESIGNATION: T -42 -81 STAMPED ON 3 & 1/2" BRASS DISK IN ENCROACHMENT PERMIT AND/OR A TRANSPORTATION DEPARTMENT �o '� CONSULTANTS INC CONCRETE CYLINDER. FROM THE INTERSECTION OF RANCHO CALIF. ROAD AND FRONT COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. S 9 ®3 �T� ® D ®W w LA , F+R •fPZ 3 / ti � Q ��Q F% ctvn RNGR�RRRRrG.Lnrm PraNNRrGst�rm SVRasrRaG STREET 1.7 MILES NW ON FRONT STREET - JEFFERSON AVENUE TO THE INTERSECTION TPACT NO 30996 1 KHALED A O THMAN APPROVED BY: 41769 ENTERPRISE CIRCLE NO. # 201 OF JEFFERSON AVE. AND WINCHESTER ROAD (HWY 79) 5.5 MILES N.E. ON WINCHESTER THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE R�ERT T. FEDERIGH FOR ASSURING THE ACCURACY OF DESIGN & ACCEPTABILITY ¢ No. 33950 s s TEMECULA, CALIFORNIA 92590 RD. (HWY 79) TO THE INTERSECTION OF WINCHESTER ROAD AND BENTON ROAD, .05 STREET IMPROVEMENT PLANS TEL. 951 719 -3770 OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES MILE WEST ON BENTON RD. TO THE INT. OF BENTON RD. AND BRIGGS RD., IN THE N.W. � ( ) A ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, - Exp. 6 - 30 - 06 � EV. 9 - 30 - 07 +� ARED BY: COR, OF THE INT. 69' N.W. OF P.P. X11447E ON LINE WITH MAILBOXES, 17 N OF TITLE SHEET & INDEX MAP OF 21 SHEETS THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETER - /, CIVIL \ HAL A. =TA C.E. 3950 DATE `@ (°' R.C.E. NO 30000 BENTON, 15' W OF C.L. BRIGGS SET FIBERGLASS WITNESS POST 1 WEST OF MONUMENT. - FOR IN APPROVAL BY COUNTY AND REVISING THE PLANS DAT ENGINEER ARK REVISIONS A COUNTY E q� Ga11F RECOMMENDED DAT® r9 OF CALXF° R = � DATE FOR: W.O.# COUNTY J' P f o CML T T. FE RIG FILE NO. M MIN �e 3i 01 �� man M MIN �e 3i 01 �� I� III M M ®fits® �0 MEN- vra 4 IJZ)l wn°i. v.D0 H.D. \.LHJJ It r cr ✓ EV ✓ I� c �\ - - 8 x O PO i f �_ � R CP cv 34 35 r' < 4 ° .� 8 36 CONST. 6" CURB &GUTTER TYPE A -6 PER RIV. CO. STD. DWG. N0. 200 ` 1 6w�� ®' / "Cs1" �$ z ` ! ? Aj 29 o I ® n a 2 19 DINE p 16 19 !'�� 0 9 28 w 31 +13.88 WHISPER HEIGHTS PARKWAY >30 f7koCI C ®PoP�I��C�/�E ® i' ,Q�'TI� S T� 2�7f� CIJRQ fL�4 01 UJ Z �9 %Y \- I `�� SEE SNT" N • 6 - - � br4 ® /�� 1 6 Ex1 Td� 6 � ,4 C �� = 410+94.38 WINCHESTER ROAD �y C. a` ®® Ged y ^��" 36 30 °® 21 (1L. INTERSECTION 382.95 FS } 1� Cr'7 n`O 2 ` 2 w / R/W 010 -128.9 CFS \ 1 � i y /�� D d 1� ✓3�� 7 1 3 Cl 8C8. td ! O =185. I CFS \\ /4- %M cP o 33 22 a- ®R � `Z '7a / 2 a o - ' 8 N U � \\ Q w W I Np.2'J712 1 /CAB �� Cr1 [sI 1387. F m =^ ry m I I EXP.13J31/15 a UAIpFlz 7//tF �aEc f1/� d/f aLI1 ®� v y � 010=2. CFS DR t AGE r1 � - r --: �- � x � m I i * o 1 n o I m w 1 z r�. ® ' 0.00' DRAINAGE / \ c33cio I T C-4 I I � GAUD *d r3g E EMENT TO RCTD \\ � � �� TURNAROUND I � �7P /��O�1iF�1�I /Y6d/U�E�� p o Q c m - �a r . ° �f \0 cFS AREA WINCHEST + r 3 RAotJ6 C'� 9 !�� o r 57 s \`" Fq ` MAIN E / (MAIN A1RY1 ouND 0 �� Q} ER ROAD ® e 2.00' `� 's ` TU A L OT BY - - - - - - S'EE SHEET NO.� O a 8 �r LOT/ 7 4 SEWER EASEMENT ENEMN EWE MINE ME N01 DELTA BRG RADIUS LENGTH TANGENT 1 A= 42'02'21" 528.00' 387.40' 202.89' O A= 41'15'18" 550.00' 396.02' 207.03' O N76 01'11 "W - 186.92' - ® A= 29'25'40" 830.00' 426.30' 217.96' O5 A= 28'38'37" 800.00' 399.94' 204.24' © A= 20'41'0 768.00' 277.27' 140.16' ® N54'24'52 "W - 132.09' - 0 N54'24'52 "W - 42.13' - 10 A= 90'01'37" 35.00' 54.99' 35.02' 11 A= 89'58'23" 35.00' 54.96' 34.98'. 12 A= 17'33'55' 830.00' 254.45' 128.23' 13 N66 16'37 "W - 19.46' - 14 A= 11'51 "45" 830.00' 171.84' 86.23' 15 N54'24'52 "W - 2.93' - g a J6 ° N ° 0 0 i a i 3 a W r i 9 32 T O 8A51N M Underground S @CVICB Alert /Pc�J (MAINTAINED Y GRAPHIC SCALE of 40 0 20 40 80 120 Call: TOLL FREE SSS . 227 - 1-00 2600 WHISPER HEIGHTS PARKWAY 1 1 in h FE ft. CALTRANS ENCROACHMENT PERMIT NO N0. 08- 05 -6 -MC -0328 a TWO WORKING DAYS BEFORE YOU DIG SCHEDULE www NOTE: 11 Z f AD S EbT $ O E Is>✓v COUNTY OF RIVERSIDE SEAL: IP NO. 0402611 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SEA BENCHMARK: ELEVATION: 1335.240 SH NOT EN C RO A CH MENT PERMIT AND A Q A \A/016 IR K61�NTs ?AKI<VZA`� ` o POFESS /pyq� PROFESS /p • RIVERSIDE COUNTY DESIGNATION: T -42 -81 STAMPED ON 3 & 1/2' BRASS DISK IN 0 GRADING PERMIT HAS BEEN ISSUED. § l3 j7°� Z A ®� AMY �� PENS ?DAB �s 0 F TRANSPORTATION DEPARTMENT o CONSULTANTS INC. COUNTY OF RIVERSIDE F CONCRETE CYLINDER. FROM THE INTERSECTION OF RANCHO CALIF. ROAD AND FRONT ��++ G �sv0 Fy CIVIL ENGINEERING-LAND PLANNING-LAND SURVEYING STREET 1.7 MILES NW ON FRONT STREET - JEFFERSON AVENUE TO THE INTERSECTION TRACT �O. 3 �99V 5 � / KHALED A. OTHMAN APPROVED BY: 5 a THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE w m PETER J.C. CHAO rt 41769 ENTERPRISE CIRCLE NO. # 201 OF JEFFERSON AVE. AND WINCHESTER ROAD (HWY 79) 5.5 MILES N.E. ON WINCHESTER ° FOR ASSURING THE ACCURACY OF DESIGN & ACCEPTABILITY N 33950 9 9 TEMECULA, CALIFORNIA 92590 RD. (HWY 79) TO THE INTERSECTION OF WINCHESTER ROAD AND BENTON ROAD, .05 WINCHESTER ROAD (HWY.79 N.) w OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ® / ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, Exp. 6- � -06 i /� G N 31538 TEL. (951) 719 -3770 MILE WEST ON BENTON RD. TO THE INT. OF BENTON RD. AND BRIGGS RD., IN THE N.W. WE[ISPER HEIGHTS PARKWAY: STA. 25 +00.00 TO STA. 31 +13.55 G ' THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETER- KHA A. R.C.E. 33950 DATE Exp. 1 * PREPARED BY: COR. OF THE INT. 69' N.W. OF P.P. X11447E ON LINE WITH MAILBOXES, 17' N OF OF SHEETS a MINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DATE BY MARK APPR DATE srq� CIVIL A- M sr CIVIL t2_31_� �P R.C.E. NO. 31538 BENTON, 15' W OF C.L. BRIGGS SET FIBERGLASS WITNESS POST 1' WEST OF MONUMENT. FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS: COUNTY OF cAUF RECOMMENDED DATE q� DATSFO p J.C. CHAD DATE 17 �fi/o6 SCALE: 1" = 40' FOR: W.O.# FILE "NO. �� N tie , r g gg � C • • - - �._ I I �y S�FCS • •_•r3 , , o o f _ a a li 3, 01 M a a a MEN •1 am MIN a _ y � , ! ! _ _ MEN • • i • I �I i ce_ M ME I IM !_ • I I� III M M ®fits® �0 MEN- vra 4 IJZ)l wn°i. v.D0 H.D. \.LHJJ It r cr ✓ EV ✓ I� c �\ - - 8 x O PO i f �_ � R CP cv 34 35 r' < 4 ° .� 8 36 CONST. 6" CURB &GUTTER TYPE A -6 PER RIV. CO. STD. DWG. N0. 200 ` 1 6w�� ®' / "Cs1" �$ z ` ! ? Aj 29 o I ® n a 2 19 DINE p 16 19 !'�� 0 9 28 w 31 +13.88 WHISPER HEIGHTS PARKWAY >30 f7koCI C ®PoP�I��C�/�E ® i' ,Q�'TI� S T� 2�7f� CIJRQ fL�4 01 UJ Z �9 %Y \- I `�� SEE SNT" N • 6 - - � br4 ® /�� 1 6 Ex1 Td� 6 � ,4 C �� = 410+94.38 WINCHESTER ROAD �y C. a` ®® Ged y ^��" 36 30 °® 21 (1L. INTERSECTION 382.95 FS } 1� Cr'7 n`O 2 ` 2 w / R/W 010 -128.9 CFS \ 1 � i y /�� D d 1� ✓3�� 7 1 3 Cl 8C8. td ! O =185. I CFS \\ /4- %M cP o 33 22 a- ®R � `Z '7a / 2 a o - ' 8 N U � \\ Q w W I Np.2'J712 1 /CAB �� Cr1 [sI 1387. F m =^ ry m I I EXP.13J31/15 a UAIpFlz 7//tF �aEc f1/� d/f aLI1 ®� v y � 010=2. CFS DR t AGE r1 � - r --: �- � x � m I i * o 1 n o I m w 1 z r�. ® ' 0.00' DRAINAGE / \ c33cio I T C-4 I I � GAUD *d r3g E EMENT TO RCTD \\ � � �� TURNAROUND I � �7P /��O�1iF�1�I /Y6d/U�E�� p o Q c m - �a r . ° �f \0 cFS AREA WINCHEST + r 3 RAotJ6 C'� 9 !�� o r 57 s \`" Fq ` MAIN E / (MAIN A1RY1 ouND 0 �� Q} ER ROAD ® e 2.00' `� 's ` TU A L OT BY - - - - - - S'EE SHEET NO.� O a 8 �r LOT/ 7 4 SEWER EASEMENT ENEMN EWE MINE ME N01 DELTA BRG RADIUS LENGTH TANGENT 1 A= 42'02'21" 528.00' 387.40' 202.89' O A= 41'15'18" 550.00' 396.02' 207.03' O N76 01'11 "W - 186.92' - ® A= 29'25'40" 830.00' 426.30' 217.96' O5 A= 28'38'37" 800.00' 399.94' 204.24' © A= 20'41'0 768.00' 277.27' 140.16' ® N54'24'52 "W - 132.09' - 0 N54'24'52 "W - 42.13' - 10 A= 90'01'37" 35.00' 54.99' 35.02' 11 A= 89'58'23" 35.00' 54.96' 34.98'. 12 A= 17'33'55' 830.00' 254.45' 128.23' 13 N66 16'37 "W - 19.46' - 14 A= 11'51 "45" 830.00' 171.84' 86.23' 15 N54'24'52 "W - 2.93' - g a J6 ° N ° 0 0 i a i 3 a W r i 9 32 T O 8A51N M Underground S @CVICB Alert /Pc�J (MAINTAINED Y GRAPHIC SCALE of 40 0 20 40 80 120 Call: TOLL FREE SSS . 227 - 1-00 2600 WHISPER HEIGHTS PARKWAY 1 1 in h FE ft. CALTRANS ENCROACHMENT PERMIT NO N0. 08- 05 -6 -MC -0328 a TWO WORKING DAYS BEFORE YOU DIG SCHEDULE www NOTE: 11 Z f AD S EbT $ O E Is>✓v COUNTY OF RIVERSIDE SEAL: IP NO. 0402611 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SEA BENCHMARK: ELEVATION: 1335.240 SH NOT EN C RO A CH MENT PERMIT AND A Q A \A/016 IR K61�NTs ?AKI<VZA`� ` o POFESS /pyq� PROFESS /p • RIVERSIDE COUNTY DESIGNATION: T -42 -81 STAMPED ON 3 & 1/2' BRASS DISK IN 0 GRADING PERMIT HAS BEEN ISSUED. § l3 j7°� Z A ®� AMY �� PENS ?DAB �s 0 F TRANSPORTATION DEPARTMENT o CONSULTANTS INC. COUNTY OF RIVERSIDE F CONCRETE CYLINDER. FROM THE INTERSECTION OF RANCHO CALIF. ROAD AND FRONT ��++ G �sv0 Fy CIVIL ENGINEERING-LAND PLANNING-LAND SURVEYING STREET 1.7 MILES NW ON FRONT STREET - JEFFERSON AVENUE TO THE INTERSECTION TRACT �O. 3 �99V 5 � / KHALED A. OTHMAN APPROVED BY: 5 a THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE w m PETER J.C. CHAO rt 41769 ENTERPRISE CIRCLE NO. # 201 OF JEFFERSON AVE. AND WINCHESTER ROAD (HWY 79) 5.5 MILES N.E. ON WINCHESTER ° FOR ASSURING THE ACCURACY OF DESIGN & ACCEPTABILITY N 33950 9 9 TEMECULA, CALIFORNIA 92590 RD. (HWY 79) TO THE INTERSECTION OF WINCHESTER ROAD AND BENTON ROAD, .05 WINCHESTER ROAD (HWY.79 N.) w OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ® / ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, Exp. 6- � -06 i /� G N 31538 TEL. (951) 719 -3770 MILE WEST ON BENTON RD. TO THE INT. OF BENTON RD. AND BRIGGS RD., IN THE N.W. WE[ISPER HEIGHTS PARKWAY: STA. 25 +00.00 TO STA. 31 +13.55 G ' THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETER- KHA A. R.C.E. 33950 DATE Exp. 1 * PREPARED BY: COR. OF THE INT. 69' N.W. OF P.P. X11447E ON LINE WITH MAILBOXES, 17' N OF OF SHEETS a MINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DATE BY MARK APPR DATE srq� CIVIL A- M sr CIVIL t2_31_� �P R.C.E. NO. 31538 BENTON, 15' W OF C.L. BRIGGS SET FIBERGLASS WITNESS POST 1' WEST OF MONUMENT. FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS: COUNTY OF cAUF RECOMMENDED DATE q� DATSFO p J.C. CHAD DATE 17 �fi/o6 SCALE: 1" = 40' FOR: W.O.# FILE "NO. �� N g a J6 ° N ° 0 0 i a i 3 a W r i 9 32 T O 8A51N M Underground S @CVICB Alert /Pc�J (MAINTAINED Y GRAPHIC SCALE of 40 0 20 40 80 120 Call: TOLL FREE SSS . 227 - 1-00 2600 WHISPER HEIGHTS PARKWAY 1 1 in h FE ft. CALTRANS ENCROACHMENT PERMIT NO N0. 08- 05 -6 -MC -0328 a TWO WORKING DAYS BEFORE YOU DIG SCHEDULE www NOTE: 11 Z f AD S EbT $ O E Is>✓v COUNTY OF RIVERSIDE SEAL: IP NO. 0402611 SHEET NO. WORK CONTAINED WITHIN THESE PLANS SEA BENCHMARK: ELEVATION: 1335.240 SH NOT EN C RO A CH MENT PERMIT AND A Q A \A/016 IR K61�NTs ?AKI<VZA`� ` o POFESS /pyq� PROFESS /p • RIVERSIDE COUNTY DESIGNATION: T -42 -81 STAMPED ON 3 & 1/2' BRASS DISK IN 0 GRADING PERMIT HAS BEEN ISSUED. § l3 j7°� Z A ®� AMY �� PENS ?DAB �s 0 F TRANSPORTATION DEPARTMENT o CONSULTANTS INC. COUNTY OF RIVERSIDE F CONCRETE CYLINDER. FROM THE INTERSECTION OF RANCHO CALIF. ROAD AND FRONT ��++ G �sv0 Fy CIVIL ENGINEERING-LAND PLANNING-LAND SURVEYING STREET 1.7 MILES NW ON FRONT STREET - JEFFERSON AVENUE TO THE INTERSECTION TRACT �O. 3 �99V 5 � / KHALED A. OTHMAN APPROVED BY: 5 a THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE w m PETER J.C. CHAO rt 41769 ENTERPRISE CIRCLE NO. # 201 OF JEFFERSON AVE. AND WINCHESTER ROAD (HWY 79) 5.5 MILES N.E. ON WINCHESTER ° FOR ASSURING THE ACCURACY OF DESIGN & ACCEPTABILITY N 33950 9 9 TEMECULA, CALIFORNIA 92590 RD. (HWY 79) TO THE INTERSECTION OF WINCHESTER ROAD AND BENTON ROAD, .05 WINCHESTER ROAD (HWY.79 N.) w OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ® / ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, Exp. 6- � -06 i /� G N 31538 TEL. (951) 719 -3770 MILE WEST ON BENTON RD. TO THE INT. OF BENTON RD. AND BRIGGS RD., IN THE N.W. WE[ISPER HEIGHTS PARKWAY: STA. 25 +00.00 TO STA. 31 +13.55 G ' THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETER- KHA A. R.C.E. 33950 DATE Exp. 1 * PREPARED BY: COR. OF THE INT. 69' N.W. OF P.P. X11447E ON LINE WITH MAILBOXES, 17' N OF OF SHEETS a MINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DATE BY MARK APPR DATE srq� CIVIL A- M sr CIVIL t2_31_� �P R.C.E. NO. 31538 BENTON, 15' W OF C.L. BRIGGS SET FIBERGLASS WITNESS POST 1' WEST OF MONUMENT. FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS: COUNTY OF cAUF RECOMMENDED DATE q� DATSFO p J.C. CHAD DATE 17 �fi/o6 SCALE: 1" = 40' FOR: W.O.# FILE "NO. �� N 0 - ._ 400 401 DATA TABLE NO DELTA LJ3 RADIUS LENTht' 7 N I GE 1~iT'12'57 "E - `468.17 Ar 2 N35'33'31 'E X9.65'' � - ,4= 54. 34 8' 4 A =0'01 x.99' 35.02' 5 1\135'33', W - 138.57 N - z� Em 1p r ,s % .r 401 402 r.4�r�� EXIST. EP 403 404 mg 6 D4 f - EXIST. 72" CMP `''' o BEG. AC DIKE TRANSITION 1380.21 EP, 0 "TD C •m ' a a 1380.70 x 406 +10.00 v .m BEG. AC DIKE TRANSITION 1380.71 TD, 6 DIKE 411 WHISPER HEIGHTS P. I SEE SHEET N(;K, BOUNDARY/ LOT 45 \ rSP�ICE w ro OPEN A �- A�K 30+ 6 BCR " CURB) A LOT "J" I . 81.65 468.17' AC TRANSITION 55:1 TAPER 409 +67.74 END AC TRANSITION BEGIN 8" CURB & GUTTER 82.02 TC, 81.35 FL, 81.35 EP 410 50' 412 413 S�ES�71�V aNfHT /�. E XTEA7®.S 70 Pv r. W. p O AS` /Aj g ,- � /uJ €� O w 1 Co -- 405 406 407 4T7 409 , ... _... 410. 411 „ x 412 �' �// �- z 9, 2 2 V �3 ° o a EXISTING IMPROVEMENTS eafl 12 K W,+ I / PER MS3797, IP 000076 �� / b W '?otZ3, a5 Rope C ;4 o v EXIST. 8" CURB &GUTTER n2 LO ell � 7 /4!PG/�9A/ E,A/GOA� PER SECTION 39 OF STANDARD SPECIFICATION 01T01( Tz FGaW /rv'C} D.Zh//J. 90.7111742 m1 2�® Sir/ l G�. JJ /G 2 CONST. 0.50' A.B. CLASS II, 19mm 3/4 INCH) MAX. PER SECTION 26 OF STANDARD SPECIFICATION - '/ @ XP.12 /31/1 Underground Service Alert LEGEND a�z�A�� O P�o�ar� ®�z�/�n��a, /� �° ��„c ®� ® CONST. 6' SIDEWALK PER RIV. CO. STD. DWG. NO. 400 & 401 R � 'd. �_ V - 3 • ° 1© CONSTRUCT 6" A.0 DIKE PER � RIV. CO. D. DW 306 P 1 4? 40 0 20 40 80 120 ° Call: TOLL FREE �/� �� ®OC MIN. TH THICKNESS COLD PLANE ® CONST. CURB RAMP CASE "E" PER CALTRANS STD. A88A Qp C AL1f® / 1 -800 D INSTALL STREET NAME SIGN PER RIV. CO. STD. NO. 816 D CONST. ASPHALT CONCRETE OVERSIDE DRAIN PER RIV. CO. STD. DWG. NO. 306 227 -2600 0.1' GRIND AND AC OVERLAY 80 SAWCU 2' AC PAVEMENT COLD PLANE CAP 0.15' MIN. THICKNESS GRIND EXIST. AC PAVEMENT SURFACE AND OVERLAY 0.10' MIN. THICKNESS GRAPHIC SCALE 09 CONST. "A2 -200" CURB & GUTTER PER CALTRANS STD. NO. A87 ® INSTALL 6'x10'x2.7' THK 1/4 TON RIP RAP TWO WORKING DAYS BEFORE YOU DIG 11 CONST. "A2 ®150" TO "A2 -200" CURB & GUTTER TRANSITION PER CALTRANS STD. NO. A87 / °JF/ ENCROACHMENT PERMIT NO. — — C - 0328 / SCHEDULE W NOTE: 11-27A 9 J K E! • G G 70 RAM R 5A iz BENCHMARK: ELEVATION: 1335.240 WORK CONTAINED WITHIN THESE PLANS SEAL: COUNTY OF RIVERSIDE SEAL: IP NO. 040261 SHEET NO. SHALL NOT COMMENCE UNTIL AN 1 PFR CAI. O It, at E 3 4 . ?QFESS /p QpOFESS /pp� • CONSULTANTS INC. RIVERSIDE COUNTY DESIGNATION: T -42 -81 STAMPED ON 3 & 1/2" BRASS DISK IN COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND /OR A TRANSPORTATION DEPARTMENT �O CONCRETE CYLINDER. FROM THE INTERSECTION OF RANCHO CALIF. ROAD AND FRONT GRADING PERMIT HAS BEEN ISSUED. �� B cQ `y CIVD fiNGINEERING•tAND PLANNING•IdRD SDRVEI7NG APPROVED BY: STREET 1.7 MILES NW ON FRONT STREET- JEFFERSON AVENUE TO THE INTERSECTION TRACT NO. 30996 14 HALED A. OTHMAN a 5 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE u�, m � R OBERT T. FEDERIGH m 41769 ENTERPRISE CIRCLE N0. # 207 OF JEFFERSON AVE. AND WINCHESTER ROAD (HWY 79) 5.5 MILES N.E. ON WINCHESTER FOR ASSURING THE ACCURACY OF DESIGN & ACCEPTABILITY o. 33950 s s N 30000 TEMECULA, CALIFORNIA 92590 TEL. (951) 719 -3770 6 - 30 - 06 / / ® RD. (HWY 79) TO THE INTERSECTION OF WINCHESTER ROAD AND BENTON ROAD, .05 STREET IMPROVEMENT PLANS OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES MILE WEST ON BENTON RD. TO THE INT. OF BENTON RD. AND BRIGGS RD., IN THE N.W. WIN CHESTER ROAD # Exp. * . 9 - 30 - 07 ,� P ARED E3Y: KHALED OT AN C.E. 33950 DATE COR. OF THE INT. 69' N.W. OF P.P. X11447E ON LINE WITH MAILBOXES, 17' N OF OF ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, # Exp Z 2i I SHEETS THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETER- CIVIL �� s CIVIL UNTY R.C.E. N . 3 000 BENTON, 15' W OF C.L. BRIGGS SET FIBERGLASS WITNESS POST 1' WEST OF MONUMENT. STA. 405 +00.00 TO STA. 413 +00.00 MINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DATE BY MARK APPR DATE 9 jF Fes° rq FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS: COUNTY CND RECOMMENDED DATE CALIF BERT T. ERIG I DATE SCALE: 1 " = 40' FOR: W.O.# FI N0. m Ell* EXIST. EP 35.81' 1 34.01 EXIST. EP EXIST. EP EXIST. EP EXIST. EP EXIST. EP EXIST. EP 38.98' 36.78' 39.89' 37.99' 40.93' 42.78' 41.95' 47.31' 36.96' 34.78' 38.19' 35.56' ^I ^ I a. A W o N a d O d a Q ^ CL 000 O W^ In W^ r- 0 0 J d' p Q ^ J ^ ^ N X 00 U OD W a w I N W w . - d . N O W M I M W^ r J O a- W i-. '- J p d O N J p 0_ W N J O ll O O O J O <t- O 1382 1382 1383 138" 1383 1383 1383 1383 1383 1383 0° aO 1383 N M I o ao M o ao ao o m o a 1383 1383 r o d (2 00o v ro v 00 ( CO ^ v r? v % 1381 1381 1381 1381 v 1,g % IS S 1381 1381 v 1, % XIS S 7.2 EXI T. FS i.00g EIS F 1380 EXI T. FS 1380 1381 _ v 1.72 • XIS i S ° _ 1381 1381 _ ° 1381 1381 l 1381 RO FS-- PROP. FS (2 %) XI T. S PROP. S 0.1 GIN Al D R P. S (`39) 0.1 GIN A D (2, 1 %) 0.1 GIN AND PROP. FS 2.3 °) 0. 'GIN NZT 0 %) ° ` PR P. FS PR P. FS 2• 1' GR ND AN 1378 C 0 Rt Y AC 0 RL Y C OV RL Y AC 0 RAY ( C OVERLAY 137Q ;7q -60 -40 -20 0 20 40 60 AC OVERLAY -60 -4 -20 .00 0 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 405 +00.00 -60 -40 -20 0 20 40 60 406 +50.00 405 +25.00 405 +75.00 406 +00.00 406 +25.00 EXIST. EP EXIST. TC EXIST. TC EXIST. TC EXIST. TC EXIST. TC EXIST. TC 42.97' 51. 44' 55' 45.02' 1 55' 46.04' 55' 47.06' 0 55' 48.09' 55' 49.11' 55' W W a W J d W d W I O_ W { 0_ W I CL d I O> J w r� J I U r r ^_ r w ry 7n® p M w U L J M N J N O J `t J sf N J d- a M 0 al " M °o m v) O O O J O d p 0 0 2) O J d' O J 1T O J v J M '6 M 00 CO 00 0 O Ln 00 .- J M 00 Op M 00 00 (j W O 00 00 U F0 U d' 00 1383 M 1383 1383 M 138 1383 1383 1383 1383 1383 _ 1383 1383 _ pq 1383 1383 a0 1383 SHEETS 0. EX ST. FS 0. % v EX ST.1 FS 0. 27 v EXI T. FS 0.6 % v EXI T. FS 0,B y EX ST. FS 0.6076 v EXIST. FS 0 63% v EX ST. ITS 0.8 Z _ _ 1381 _ 1381 13$1 _ 13 T 1381 _ _ 1381 1381 _ 1381 1381 _ _ 1381 1381 1381 1381 13$1 PR P. FS (20 ) 1' GRI D AN P 0 F (• 0.1' G IN A D' PR P. S 20 �) 01' RID N °h PLOP. F ' (' O.i GIN A D v PR P. fS ( %) 0 t' RI D N `� PROP. FS (24% NO Y D PRO F ( .16 0. 'GIN D `� C VE LA AC OVER AY , A E LA AC 0 RL Y A 0 E LA AC O R AY 1379 1379 1379 -40 -20 0 20 40 60 137 1379 60 -40 -20 0 20 40 60 379 1379 60 -40 -20 0 20 40 60 1379 1379 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 1379 1379 60 -40 -20 0 20 40 60 1379 1379 1379 -60 -40 -20 0 20 40 60 -60 407 +00.00 407 +50.00 407 +75.00 408 +00.00 408 +25.00 406 +75.00 407 +25.00 EXIST. TC EXIST. TC R / W R/W 50.13' 55' 52.18' 55' EXIST. TC EXIST. TC 12' 55' EXIST. TC 12 55 EXIST. TC EXIST. TC 51.15' 55' 53.2' 55' 54.22' 8.82' 46.18' 55' 59' 46.41' 55' o W W J I a_ W CL J IU N r ,'.� W J I J 001Ni h W W J J U ^ O_ J W r^ U ^ R I J d I U M U J U 1� O a_ w J I () d , J (p � W J U W J � O J O M. 00 U N O O I� W r U Lp co lb W r U w r U cV [V 00 U ^ cV CV I 00 m OD O J ^ O al - J W ^ J O O 00 00 M cO d- 00 00 00 t0 M M _ LO 00 00 m 00 M co (0 N O (p O M M v v N d , Q:1 '[? - O 00 n M c[i W r, iv O W a? d .- M v v M I M ao 00 d- �. 00 M vo O h nj •I N 1383 v - -- 1383 1384 M 00 ice- 1384 1383 1383 1384 M NI 1384 1384 1384 1384 M - 1384 1384 - N 00 1384 0. 6% EIS S - 0- 0 0. % EX ST. FS ro I M M 2 M r M I S _ _ EXIST. FS 0.6 % 0.5 % 2 ° 0.9 % v EXI T. FS r u 0.6% EIS. S EIS. S 1 PR0 OT) 0. 1N ND 1381 1382 EX ST.. FS 1382 PROPBF Ol' _ 1381 1382 _ - 1382 1382 1382 1382 _ 1382 1382 v 1382 -0 1' RIND N pRpP F 4 1' GR ND AN ° r ° ° 2. 2% 1' GR ND AN _ 6 0.1' RIN ND AC 0 R AY PROP. f %) 1' GRND AN A 0 LA 08% PROP. F 2 a% 1' GRI DAN PROP. F ( PROP. F ( 1379 1379 1380 2 ' C VE L Y 1380 1379 1379 1380 ( C VE L Y 1380 1380 ( A VE LA 1380 1380 C VE L Y 1380 1380 A 0 RAY 1380 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 408 +50.00 409 +00.00 409 +25.00 409 +50.00 410 +00.00 408 +75.00 409 +75.00 R/W R/W R/W R/W 55' EXIST. TC R /W 12' 55' EXIST. TIC 12' 55' EXIST. TC R /W 12' 55 12 8.51' 55 46.49' 55' EXIST. TC R /W 12 55' EXIST. TIC R/W 55' EXIST. TC 8.83' 46.17' 55' 8.18 46.82' 55 8.18' 46.82' 55' EXIST. TC 11.15' 46.64' 55' 8.10' 46.90' 55' C> c, a s 8.39'. 46.61' S5' v a a 1 r J ^ I U n 0000 LN M 0�0 J J f W W I-' H W W J m N H W W 00 I M N i� J ^ 00 lei H W W H I O LNG U w W t- O 00. 00 tp U (a N N O M ^ 00 i� n ^ M w U') 1� e M N n OCI O ffi _i M J r W 00 M M M Ln M W LV CV O M M N N N M O M LV N c0 ^ M M d' W U �. M c0 N M .•i cy M ` O OMD M J. 00 00 00 cL1 d- aD _ M M 00 N 00 M M s{ M U 00 U M M M y I� 138 M 1384 1385 1385 1385 v 1385 1386 1386 1385 1385 1386 1386 1386 1386 2 ° 1 % r I� EX ST. FS 22 `� EXI T. FS 2 ° T1 _ EXI T. FS 00 0 X T 2 ° 2.3 _ EXIST. FS v XI T. S 138 _ 1382 1383 z ° _ _ 1383 1383 _ 1383 1384 1384 1383 ° 1383 1384 2 EIS F 1384 1384 2 _ _ 011 RI D _v °� 2 ° 2.1 2.3 Owl' RI DAN 1384 _ PROP. F (2 A OVER A 2.1 ) 0.1 RI D N (.24) 0.1' GRIN D ND PROP. F A VE LA 0. ' GRIND 0.1 GIN AND "v % `I PROP. F A VE LA PROP. F A O ER AY (2• %) 01' RI D N ~� PROP. F (2• % C OV RL Y PROP. F (Z° ) A 0 ER A 1380 1380 1381 1381 1381 1381 1382 1382 1387 1381 1382 1382 1382 1382 AC OVERLAY -60 -40 -20 0 20 40 fi0 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 60 -40 -20 0 20 40 60 . 20 0 20 40 60 - -60 -40 -20 0 20 40 60 PROP FS -60 -4D -20 0 20 40 60 412 +00 _ -40 - 412 +50.00 413 +00.00 410 +25 411 +75.00 412 +25 412 +75.00 R/W R /W 12' 55' R /W 12' 55' EXIST. TC 12' 55' EXIST. TC R/W R/W 12' 55' 12 /W 55' R /W 12' 55' 12 55' EXIST. TC EXIST. TC EXIST. T EXIST. TC 11.15' 46.04' 55' 8.61' 46.39' 55' 8.90' 46.10' 55' EXIST. TC g.gg 46.01 ' 8 55 8.40'1- 46.60' S5' 9.10' 45.90' 55' .78' 46.22' S5' U OL O U a- a M R O U 0_ 0- r W D_ a ^ LO r W W F- t� U CL a O a . N r w W J M U a- a- O O W J _ N r W W J a1 �' N 00 J C' N r W W !- sF (n F W W LO !n r W W J ^ y= (/� W N LO 00 M N t0 (0 00 W t0 � ^ co W J 00 Li w 00 W co to M LO N cp 00 W r9 M M �; J M �'' O LI'7 O 7 I J d- M rM O 00 V c W O M N N ^ y : d'. N ^ M W ao m ao of U e7 M' M 00 U '. f-5 W 00 U M M M� d' J 4� W c O 4 00 O M LN co M � �V M u M J CC) M M M M 00 U M M M y O co M r v In J L6 J 1386 v 1386 1386 v 138 1386 v 1386 1387 n -' 1387 1387 1387 1387 0D 1387 1387 1387 uj v I EX ST. FS EX ST. FS ( u EXIST. FS 2 ° 2 2. v I v EX ST. FS EXIST. FS 2 2• ° 2.2 _ _ _ ( EX ST. FS 2 EXI T. FS 2 % _ 2 , 1384 _ _ 1384 1384 _ 138 1384 V 1384 1385 2 1385 1385 _ _ 1385 1385 ° 2 ' _ 1385 1385 1385 30 V (' A d 0 ER AY ND 1' GRI DAN p %) 1' IGRI DAN - 19) 0.1' RIN Y A 0 ER-A ND PROP. °- I 84 -� 2�+) 1' RI AND PROP. F (q 0% 0.1' G IN AND PROP. F 0. 'GIN ND PROP. F PROP. (2• %) C VE LA PROP. F ( ° C VE LA PROP. F (' A 0 ER A COVRL Y AC0 FRAY 1382 1382 1382 138 1382 1382 1383 1383 1383 1383 1383 1383 1383 1383 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -60 -40 -20 0 20 40 60 -40 -20 0 20 40 60 413 +50.00 413 +75.00 414 +00.00 414 +50.00 414 +75.00 413 +25.00 414 +25.00 � Underground Service Alert Call: TOLL FREE 1 -800 227 °2600 tiORIZ 1 4a VERT r=4! TWO WORKING DAYS BEFORE YOU DIG CALTRANS ENCROACHMENT PERMIT NO.08- 056 -MC -0328 SCHEDULE W NOTE' WORK CONTAINED WITHIN THESE PLANS SEAL: COUNTY OF RIVERSIDE SEAL: BENCHMARK: ELEVATION: 1335.240 SHALL NOT COMMENCE UNTIL AN Q%OFESSIn pROEESS/ . IP NO. 040261 SHEET NO. ENCROACHMENT PERMIT AND /OR A c� q ` TRANSPORTATION DEPARTMENT FO �� CONSULTANTS INC° RIVERSIDE COUNTY DESIGNATION: T - 42 - 81 STAMPED ON 3 & 1/2" BRASS DISK IN COUNTY OF RIVERSIDE SUED. GRADING PERMIT HAS BEEN (IS 0 F �`` ? m � , clv[t sNCm!Rexlxc.lalau rlaxNlNC•larm suxcBneG CONCRETE CYLINDER. FROM THE INTERSECTION OF RANCHO CALIF. ROAD AND FRONT TRACT NO. 30996 fly KHALED A. OTHMAN g APPROVED BY: 5 STREET 1.7 MILES NW ON FRONT STREET - JEFFERSON AVENUE TO THE INTERSECTION 17 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE ¢ 9 W R OBERT T. FEDERIGH m 41769 ENTERPRISE CIRCLE NO. # 201 OF JEFFERSON AVE. AND WINCHESTER ROAD (HWY 79) 5.5 MILES N.E. ON WINCHESTER FOR ASSURING THE ACCURACY E EVENT dt DISCR ACCEP PANCIE No 33950 ¢ 30000 TEMECULA, CALIFORNIA 92590 RD. (HWY 79) To THE INTERSECTION of WINCHESTER ROAD AND BENTON ROAD, .05 STREET IMPROVEMENT PLANS OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES TEL �� N . (951) 719 -3770 ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, Exp. 6 -30 -06 ,� g -30 MILE WEST ON BENTON RD. TO THE INT. OF BENTON RD. AND BRIGGS RD., IN THE N.W. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETER- CIVIL KHAN OTH A E. 33950 DATE • Exp. PEP D BY: / \ 11INCHESTER ROAD GROSS SECTIONS 2 COR. OF THE INT. 69' N.W. OF P.P. X11447E ON LINE WITH MAILBOXES, 1T N OF OF G7 MINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DATE BY MARK APPR DAT sTq� F 3 `�L s CIVIL ��P `• R.C.E. No 30 00 BENTON, 15' W OF C.L. BRIGGS SET FIBERGLASS WITNESS POST 1' WEST OF MONUMENT. STA 405 +00.00 TO STA. 414 +75.00 FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS: COUNTY CALF R COMMENDED DATE OF CA1�F� RT T. FE IGHI �'ww DATE SCALE: 1" = 40 ' FOR: W.O.# coUNTY ® C FILE N0.