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938pp_spp6 L a A GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT -OF --WAY DEDICATED AND ACCEPTED FOR PUBLIC USE: AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT, ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (909) 955p-9885 FOR TRACT MAPS. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS, 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED TO COUNTY STANDARD NO. 206 AND/OR N0.207, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF' THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT, 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OFTHE PROJECT BY THE COUNTY. 10. ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 11, ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO, 460 AND 499, (MAGNOLIA GRANDIFLORA, PLATANUS ACERIFOLIA, TIPUANA TIPU, CUPANIOPSIS ANACARDIOD�S, EUCALYPTUS POLYANTHEMUS, PINUS CANARIENSIS, PYRUS CALLERYANA, WASHINGTONIA ROBUSTA) 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 14, AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A F c MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY 8 REQUIRED T RECONSTRUCT QU ED 0 RECON., RUC EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990.' 16. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY, BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. WATERCOURSE P,1\11,B, 5 47 TRACT /BOUNDARY '{l TRACTa r1 BOUNDARY - 79 80SHEET 2 88 `7820 x, ,, r- - c. .SHEET 3 82 \ _ C.B. NO. 6 ` �i 7721 18i, .. _ , f � Q10-2.0 84 Q 7 V_., 00 C.B. NO. 10 010=3.3 _ _P` 104 fi y,. v < • d Yom- t •, 1 5 C.B. NO. 9A ✓ � �{ 23,i = - 010=4.6 L moo, t 25 26 ,meq 4 t 0-100=6.8- 74 ' 24` gy 13,7 � 1s_ ; POINT OF EXIT 278�N0 8; z �� 4 FOR EX!ST1NG �' 73 0�� 9` 5 L ii WATERCOURSE _ _ y100:•' ` _41 6 y4 ' c: t 30 - 28 i2 59 „�87 >">.. 12 _ =6.5 ' � ,`, C ` N0. 1 7 > '`, T• v €�?B'',.N `J�7 ti 11 410 _ t (9,acc Q100`=9.4 71 31 QTS -1.5,✓ ` y'100=4.a ` s( f 10,' ti m 29 3a 46 g 40 ( P_ r ' �. 7 C.B. N0. 9B '_ � k g4� --- ^ Y�� 1 �", �. , Q10=2.6 7a t 32 - - - ' _x or.-` 8 Q100=3.7 r 37 41 45 47 r _ ,_ _ S? - r 7 �;�--- SHEET69 �a I s1 33 50 % ; r: ,y 34 r 35t 36 � (42 43 44 48 49 C.B' NO, 21 C.B. N 3 C. 68 _Q;1p-4.0 _ Qi0=314 rF Q,1 =3.7,-- " 5 3' - -= g - - 67 -'•Si-53- ( E rn tt7 �, 61 i -r 64 5, 66 ; 65 63 6 ( 60 Sg j 58 : 56 55 54 I POINTS - y 1 r� i T N : , �'J `J l; ) _ FOR EXISTING WATERCOURSE ( C.B. Na. 4 T : * PRIMARY ACCESS: JEAN NICHOLAS ROAD a { SECONDARY ACCESS: TAHOE STREET O Fq ie aZ �r� CC 8 0. dCC cci RMA TAHOE HEREON ARE FOR PERMIT AND/OR STREET. e SECONDARY C.B. NO. 13 ' c D I O-28.6 e BLUE SPRUCE ()100=44.4 R I C ------------ { CONSTRUCT THOMPSON ROAD 01 L. F. of79 - CONSTRUCT N� 155 TRACT G) �I 4" THICK SIDEWALK PER RIVERSIDE COUNTY STD. NO. 400 AND 401 (W=PER PLAN) BOUNDARY S.F, �5 CONSTRUCT 16 i E�1 f { { e � � If a EA, r za a ACCESS RAMP, CASE A, PER CALTRANS STD. PLAN A88A q P �E z r• ' ie 1 titii a {{ E o Q EA. Q CONSTRUCT { a I W I{ CONSTRUCT TYPE 'A--8' CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO. 201 e ' 11 e BARRICADE PER RIVERSIDE COUNTY STD. NO. 810 Q10=31.6 8 a 1 Qi00=48.7 CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STD. NO. 209 , C.B. N0. 12 { s Q10=4.4 i° { 14 Q100=6.4 s 6 47,920 SF. RMA TAHOE HEREON ARE FOR PERMIT AND/OR STREET. e SECONDARY :, eo ACCESS om DESCRIPTION QUANTITY UNIT BLUE SPRUCE CONSTRUCT LANE ya ------------ - CONSTRUCT THOMPSON ROAD 01 L. F. of79 - CONSTRUCT N� 155 L.F. G) �I 4" THICK SIDEWALK PER RIVERSIDE COUNTY STD. NO. 400 AND 401 (W=PER PLAN) TOWNSHIP . � SOUTH,-GNGE 32 7EST., VICINITY NTS NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR CONSTRUCTION NOTES SHALL NOT BE USED FOR BIDDING. N0. HIS OWN QUANTITIES AND BID A DESCRIPTION QUANTITY UNIT � t V CONSTRUCT 3" A.G. OVER 8.5" A.B. CL 11 PER SOILS REPORT 144,793 S.F. 02 CONSTRUCT TYPE 'A-6' CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO, 200 7830 L. F. Q3 - CONSTRUCT TYPE 'D' CURB ONLY PER RIVERSIDE COUNTY STD. NO. 204 155 L.F. G) CONSTRUCT 4" THICK SIDEWALK PER RIVERSIDE COUNTY STD. NO. 400 AND 401 (W=PER PLAN) 58,824 S.F, �5 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY STD. N0, 311 14 EA. AND MONITORING PLAN FOR THE SITE. _ CONSTRUCT ACCESS RAMP, CASE A, PER RIVERSIDE COUNTY STD. NO. 403 14 EA, 6A CONSTRUCT ACCESS RAMP, CASE A, PER CALTRANS STD. PLAN A88A 4 EA, BEGIN CURB RETURN INSTALLATION OF STREET LIGHT PER SEPARATE PLAN 27 EA, STORM DRAIN INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 8 EA. Q CONSTRUCT 4.75" A.C. OVER 13" A.B. CL Il PER SOILS REPORT 48,083 S.F. 10 CONSTRUCT TYPE 'A--8' CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO. 201 2,600 L. F. 11 CONSTRUCT BARRICADE PER RIVERSIDE COUNTY STD. NO. 810 50 L.F. 12 CONSTRUCT CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STD. NO. 209 1,992 5.F, 13 SAWCUT AND REMOVE 1' MINIMUM AND JOIN EXISTING PAVEMENT 460 S.F. 14 GRIND AND OVERLAY EXISTING PAVEMENT 0.15' MIN. 47,920 SF. i5 CONST. TYPE "A" DIKE FOR CUT AREAS, AND 'TYPE 'E" FOR FILL AREAS PER CALTRANS STD, NO. A87 460 L.F. 16 CONST. TYPE 1-2" MARKERS PER CALTRANS STD. PLAN A73A 0 20' O.C. 10 EA. 17 CONSTRUCT 0.58' A.C. OVER 1.00' A.B. CL 11 PER SOILS REPORT** 92,700 S.F. 18 CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY STD. NO. 309 2 EA. i9 CONSTRUCT CURB OUTLET PER RIVERSIDE COUNTY STD. NO. 308 1 1 EA. NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. ** AC SHOULD BE TYPE A, 19 mm MAXIMUM MEDIUM AND CONFORM TO SECTION 39 OF THE STANDARD SPECIFICATIONS C.B. N0. 1 17. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST OBTAIN A NATIONAL. I TI 0 ° 010=3,4 Q10--2.4 LRIDEX MAP ()100-3,5 BOUNDARY POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS sE s AS- BWGt WA10l' 70AlS (► f THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. S o ()100=5.0 ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES AB AGGREGATE BASE {EX. Wt) - EXISTING WATER MAIN SCALE:1"=150' Q10=23.0 CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BY REIN. DESCRIPTION APPR. DATE ENGINEER REVISIONS Q100=33,30 AND MONITORING PLAN FOR THE SITE. AC ASPHALT CONCRETE (EXE SS} - EXISTING SEWER MAIN 18. THE DEVELOPER SHALL BE P,ESPON:31BLE FOR THE INSTALLATION OF ADDITIONAL SIGNS BCR BEGIN CURB RETURN -(EX SD) EXISTING STORM DRAIN AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT BVC BEGIN VERTICAL CURVE {EX. E� EXISTING ELECTRICAL AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF C.L. CENTERLINE THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE {E# -GAS) - EXISTING GAS MAIN 9 6 20' 10 20 6 9 WALK 8' 1 12' MI)DIAN 12' 8' WAL 1 MAX 2i 2,7- 6 % 1 1.7 2:1 MAX, CF 4 �l 3 1 ROADS UNDER THE JURISDICTION OF THE DEVELOPER. EX, EXISTING - 2 2 ECR END CURB RETURN {E T} EXISTING TELEPHONE CROWN NTS 19, EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, PROP. LINE CL EX. R/W FUTURE T.I.LI R. 23 EXISTING MANHOLE /" ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR EVC END VERTICAL CURVE (SMH, SDMH or EMH} R/W R/W RIVERSIDE COUNTY STANDARD DWG. NO, 103, MODIFIED CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE FS FINISHED SURFACE I 92' 92' TRANSPORTATION DEPARTMENT. EXISTING FIRE HYDRANT ; 37' 55' 55`- - FH FIRE HYDRANT - 37 ; R/W j CL R/W 20. ALL WORK WITHIN CALTRANS RIGHT OF WAY SHALL BE IN COMPLIANCE WITH THE 2004 FL FLOW LINE EXISTING VALVE PAD 50 CALTRANS STANDARD PLANS AND 2002 STANDARD SPECIFICATIONS. GB GRADE BREAK 6• 12' t 14' VARIES 1' I I HP HIGH POINT EXISTING STREET LIGHT a WALK EXIST. PAVEMENT 0'-53'- I 156 NOTICE T T LD LOCAL DEPRESSION\\� _ 2% 2- i 10' 36' 10 :Crr>y, - EXISTING CONTOUR s � I I � _ -'- _ -- � 4' 6' 18' CR N 9N 1. 6' 4' ° LF LINEAL FEET MAX. __ -' $ WAL 7' 11' 11' T i 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR �� PROPOSED SEWER LATERAL 8 CF 2% MIN 2% + 29 MAX MAXIMUM - - JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALT, 0 PROPOSED SEWER CLEANOUT _ __ : L` . I ° 2� 2% s PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE MIN MINIMUM ® I FUTU L c.1 MAX. 6" CF ° 7 6" OF 2:1 MAX - LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND NO. NUMBER PROPOSED WATER MAIN M N (DY 14 2 y HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR E 17 17 �P>, RF '' - 4 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING NTS NOT TO SCALE yYo PROPOSED FIRE HYDRANT 10 PEFZMIT)A FUTURE FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. OC ON CENTER, 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBL-IC RECORD �, PCC PORTLAND CEMENT CONCRETE � PROPOSED VALVE WINCHESTER I C&G APPLICABLE 2 1 2 ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY PL PROPERTY LINE S PROPOSED TEE LI . LI T L ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO 2001 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING P,O.C. POINT OF CONNECTION- FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR RL RIDGE LINE L PROPOSED THRUST BLOCK T.I. �j�% LI ° (1997 UNIFORM BUILDING CODE VOLUMES 1-3 AND 2001 CALIFORNIA AMENDMENTS) LCIRCLE INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED R= RADIUS NTSTS OR RECORDED LOCATIONS, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ® PROPOSED WATER METER ICLT.I.s .5, LI ° MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT R/W RIGHT OF WAY Y RIVERSIDE COUNTY STANDARD DWG, NO. 1d0A, MODIFIED RIVERSIDE COUNTY STANDARD DWG, N0. 105, MODIFIED THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF S= SLOPE OF PIPE PROPOSED STREET LIGHT' CL R/W CRt)WN R/W ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. SL STREET LIGHT 0---<> PROPOSED STREET LIGHT , r R _ 50' LIlI�NE 50' 1 JEETS 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOF STA STATION ?/W JW 'gi - -- UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MJST PROPOSED STORM DRAINf BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. STD STANDARDF-- 60' 4g 5' 5' 8.5' 32' _. 32' 8.5' S' 4.5 SHEET NOS: DESCRIPTION 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WATER TC TOP OF CURB PROPOSED STORM DRAIN CURB INLET s p 10 40' 10' { WALK WALK PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED CROWN LINE I 1 €TILE SHEET TYP TYPICAL 4' 6' 20' 20' 6' 4' 2% ( 2% 1 WITH SUCH PRODUCTS, SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRE' - ]ON 1045 PROPOSED CONTOUR A 8' 12' 12' 8' A 2% �` 2-9 PLAN AND PROFILE OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR A_L STREET NAME - 8'" CF - -- 2% 8" CF CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW E{LL PROPOSED STREET TREES 2% I - - - - 1-5 -STORM DRAIN 2:1 MAX I 1.7% 1.7/ I I 2:1 MAX. .: r.; :. r ; AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS. 6 CF 1 .7 1 6" C 4 ^ - --' P 4 1 ------------ -STREET LIGHT' 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND _ TRAFFIC SIGNAL PLAN CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE I== "" `= ENGINEERING, INC.' SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN - 4 10 I i0 J 4--5 SIGNING AND STRIPING SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION.J�N� OOIL� NC „� L1 2 LI 1-28 - " --- ` -ILANDSCAPE -P-LAN `1 ' 255 E. RINCON STREET, SUITE 100 26590 MADISON AVE. ��l lUl T CORONA, CA, 92879-130 MURRIETA, CA, 92562TAHOET°I° ° , LI SHEETS 1, 8 AND 9 OF STREET IMPROVEMENTS TEL. (909) 272-5115 TEL. (909) 677-9651 T � NTS AND SHEETS 1-5 OF TRAFFIC SIGNAL, SIGNING FAX. (909) 738-9426 FAX, (909) 677-9,301 T1 - °', I wR.23RIVERSIDE COUNTY STANDARD DWG. NO. 94, MODIFIED AND STRIPING PLANS ARE THE PORTIONS OF DSA NTS A Z% !Z APPROVAL, CONTACT: PHONON NEELY CONTACT: DAVID W. SKELLEY RIVERSIDE COUNTY STANDARD DWG. NO. 104, SECTION "A° CALTRANS PERMIT NO. 08 -05 -6 -MC -0177 LU NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOTE COMMENCE UNTIL AN ENCHROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. 1 �9 �2 sE s AS- BWGt WA10l' 70AlS (► f THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. S o 5 REV 1,:510 1 ER 1:�lk oeoll& !fib 6/144 rJ'E 1 'f?C-;V1510N5 FEF, CAALTi�AM5 C0tAIAFNT9 /w DATE BY REIN. DESCRIPTION APPR. DATE ENGINEER REVISIONS COUNTY SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER PREPARED BY: BENCHMARK: TRACT 330 1p040101 � SHEET N0. ,.RaFess o R TAT DEPARTMENT Tg`o "=ssr- 10396 Commerce Center Dx., Ste. 200 2.2 MI. N. ALONG U.S. HIGHWAY 395 FROM TEMECULA - P, m > Na -0 r� COUNTY OF RIVERSIDE o o A. 4 P ED BY: E� � ( w Rancho Cucamonga, Caii{orna 1i30 RIVERSIDE G., THEN 5.5 MI. N.E. ALONG 6NiNCHESTER �� or Fr x ` A� F< F (909) 501-0678 RD. i.5 Mi. W. OF ALAMOS SCHOOL, 80 YARDS W. OF SCHEDULE 5 r �F. <� Phone i7 FAX (909) 581-0898 THE INT. OF BRIGGS PD1, AT A RIGHT-ANGLE TURN IN STREET IMPROVEMENT PLANS z I No. 33950 E oa7zss 0& eeIIS Ad &c{� ve ags BRIGGS RD. 18 W. OF HE CL OF BRIGGS RD., AND FOR 1a KHA AAOTAN, :E. DATE Exp. ,2/31/1v X 7' N. OF A FIELD GATE. STAMPED Z 311 1935 AND E¢: F.XP. 6/30/06 339 -06 T " Job dumber: 130.0901 SF; IN THE TCP aF A CONCRETE POST.OF 9 SHEET,; y NOTESVIII .. {.... r '-> d` Fr., Date. Simey9 28, 260 s"�a"1 ...;.,,.,�,�....,_ �t' sT civ�U a�`".r �'` A ,1!'.Ms 9 S'1 �i''"E SCALE. FOR. W.O. COU gTr Os aA q ,�Q FILE �a oe cA t RECOMM' DED: e' DATT e or cant Ntg STEVE LELMS-12GEti47255 DATE HORIZONTAL: AS SHOWN VERTICAL: AS SriOWN — — ti — — _ R .s, T6 � F C _ AV QO ' x FO7 EP FU .. — 14 �foru _ T j4 REALK 7`ifl C "— — --Q PROP R.0 P — — --- 3Gk��pA S-9-pER SD' , — --- e€i>� r.. w j� ✓1 _ --------------- { 2 6 ` e � 1 f. a1. t01) CURVE DATA y CONSTRUCTION NOTE& NO. DELTA RADIUS LENGTH TANGENT I� CONST. 4" THICK SIDEWALK PER RIVERSIDE COUNTY A 37° 4-' 31" 85Q,Q0' 560,65'— 290. STD. NO. 400 AND 401 (UP—PER PLAN) (B 37° 47' 1" 818,00` 539.55' 0.00' ® CONST. ACCESSRAMP, CASE A, PER RIVERSIDE COUNTY STD. NO. 403 �) 05° 59' S 882.00' 92.3 46.20' 6A CONST. ACCESS RAMP, CASE A, PER CALTRANS STD. PLAN A88A J 24 .7 29" 882.00`...94` 989.82' U INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE: STD. N0. 816 OF 90" 00' 00" 35.00' 54.98' 35.00' ® CONSTRUCT 4. 5" A.C. OVER 13" A,B. CL II PER SOILS REPORT. jS \k\� �a�ENE 86m 11,01" �' S4" _ 3 ^. Q� 52,69' 32.78'10 CONSTRUCT PE 'A-6' CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO. 201 07S? 19 CONSTRUCT BARRICADE PER COUNTY OF RIVERSIDE STD, N0. 810 % OT 12 CONSTRUCT CROSS GUTTER & SPANDREL PER RIVERSIDE COUNiI STD. NO. 209 \e , SCALES H®Rsz i =40, VERT 11'm8' rz 'g. 42+00\1t gcag o ' NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOTE COMMENCE UNTIL AN ENCHROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABII I`TY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. r _ DATE BY RE.::. DESCRIPTION APPR, DATE ENGINEER REVISIONS COUNTY SEAL—COUNTY COUNTY OF RIVERSIDE SEAL—ENGINEER PREPARED BY: BENCHMARK: TRACT 31330 1P 0 4 WMI 041 _ SHEET N0. 10396 Commerce Centex? Dr., Ste, 200 2 aTRANSPORTATION DEPARTMENT g0�S5Jp 9 o A 9� �, L �� A� Rancho Cucamonga, California91730 COUNTY OF RIVERSIDE ry R V BY: ��,�Ee �, Phone lea a c F� {909} 581-0826 Fez 9 c� s SHEET NO. �3IMPROVEMENT ° y z J Z �d PAX {909} 581-6896 Y6. C C4]2� }�, Civil Engineers ^ Land ,Suave ©rs �QI m KHAL A- 0TH P.. DATE g E, 3' JNICHOLAS ROAD Exf'. s/xo/os 3950 ;Sfl-06 §` �:P. rs/s,/ ;xt °,,,^;v Sob Number: 139.0901 y3,� 07 c Date: Sime 26, 2004 �� 36+97.73 Tib � OF SHEER `:.... FF w .Yf c , S a o -Q` r `7 - ;' �. r s� i$>J SCALE: FOR: W.O. - CONN t1eegT �' „� oma`'\ " ,l.°«�-_-- c- �»°°"'A' j Srgr c t v p,r�at,` s ---1 FILE pN ,. °F.c F-. ' RECOMMENDED: _. DAT.. e ov cnt STEVE L. ELLIS—RCE047255 DATE HORIZONTAL.: AS SHOWN VERTICAL: AS SHOWN "J8 DEAL TOLL 1-800-227-2600 .. -. ! DIG ALERT AT LEART �, a DAYS BEFORE YOU DIG 5 Oft C B NO, DELTA RADIUSLj ENGTH TANGENT OA 37° 47' 31 850.00' �-5600.6.65' 290.95' 37' 47' 31' 818.00' 539.55' 280.00' C 05° 59' 50" 882.00' 92.32' 46.20' DD 24° 17' 29" 882.00' 373.94' 189.82' ® 90° 00' D0" 35.00' 54.98' 35.00' C/ 86° 14' 54" 35.00' 52.69' 32.78' NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOTE COMMENCE UNTIL AN ENCHROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. v THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE ,FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY, �/�/ SE Ay—OUXT- COAJOIT/ONS �� I 5/ 0 9PPRIDAFTE DATE BY REF. DESCRIPTION ENGINEER ------ REVISIONS COUNTY no rr# CON RUCTION NOTES. ® CONST. 4" THICK SIDEWALK PER RIVERSIDE COUNTY STD. N0, 400 AND 401 (W=PER PLAN) ® CONST. ACCESS RAMP, CASE A, PER RIVERSIDE COUNTY STD. N0. 403 fiA CONST. ACCESS RAMP, CASE A, PER CALTRANS STD. PLAN A88A ® INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. R16 `l � : Mp,a ` ORRECTIS:.._�� IGNAT � CALTRANS PERMIT NO. ®6® Im ( IN FEET ) 2 .inch = 40 ft AZ AI E 39+95.25 B',R JEAN NICHOLAS E SEE +12.4 ECR HT8 3E. 1392.416FL 't �' 2 L J11261 E SHEET 2ATCHLI (DB2 1393.9 393.4G i 65 01339 R - �?N 32.73' 2C LIMITS OF IMPVMT, CL INT 2+89.00 MAUNA LOA RD. =8+64.82 WAIMEA WAYY- 1392.33FS 87 .� N63°37'25"E I -" 6 v ( 2 -2.+44 7 'ECR ' : 2^ (E 2 + PROP. 24" R.C.P. S.D. 13 1 ' 6TC 1i 56rL o PER S.D. PLANS FOR TR. 31330 WD1D NO. 9 1.04 BCR j w a 8330327026_ 9084TC i1+65. B�, I390.34FL 1391. 9TC Y LIMITS OF 1390.59FL SEE SHEET WAIMEA SEE SK 4 1MPVMT. _41+06.56 ECR TLS 1388.04FL MAUNA LOA /I LIMITS OF IMPVMT. CL INT 1+00;00 MAUNA 40+50.91 JEAN NICHOLAS ROAD y NO. DELTA A RADIUS H LENGTHTANGEN2 CONST. 3" A.C. OVER 8,5" A.B. CL Ii PER SOILS REPORT �2A 92` 52' 39" 't �' 2 L J11261 40.53' 26.29' (DB2 86° 14' 54" _ r5 E,00 �t 32.73' 2C 180' 00' 00" 5,00' 15.71' STD. N0. 400 AND 401 (W=PER PLAN) D 180, 00' 00" O i _ Q 2 1 25.00' v ( 2 -2.+44 7 'ECR ' : 2^ (E 2 + PROP. 24" R.C.P. S.D. 13 1 ' 6TC 1i 56rL o PER S.D. PLANS FOR TR. 31330 WD1D NO. 9 1.04 BCR j w a 8330327026_ 9084TC i1+65. B�, I390.34FL 1391. 9TC Y LIMITS OF 1390.59FL SEE SHEET WAIMEA SEE SK 4 1MPVMT. _41+06.56 ECR TLS 1388.04FL MAUNA LOA /I LIMITS OF IMPVMT. CL INT 1+00;00 MAUNA 40+50.91 JEAN NICHOLAS ROAD y NO. DELTA A RADIUS H LENGTHTANGEN2 CONST. 3" A.C. OVER 8,5" A.B. CL Ii PER SOILS REPORT �2A 92` 52' 39" 25.00' 40.53' 26.29' (DB2 86° 14' 54" 35.00" j 52.69' 32.73' 2C 180' 00' 00" 5,00' 15.71' STD. N0. 400 AND 401 (W=PER PLAN) D 180, 00' 00" 5,00' 15.73' _ Q 90' 00' 00" 25.00' 39.27' 25.00" (2 16° 18' 41 110.00' I 31.32' 15.76' G 212° 37' 22" 38.00' 141.02' 129.85' NOTE: CONSTRUCTION NOT: 2 CONST. 3" A.C. OVER 8,5" A.B. CL Ii PER SOILS REPORT 022 WORK CONTAINED WITHIN THESE PLANS SHALL NOTE COUNTY STD. NO. 200 2 CONST. TYPE 'D' CURB ONLY PER RIVERSIDE COUNTY STD. NO. 204 COMMENCE UNTIL AN ENCHROACHMENT PERMIT AND/OR 04 CONST. 4" THICK SIDEWALK PER RIVERSIDE COUNTY STD. N0. 400 AND 401 (W=PER PLAN) — 26 CONST. ACCESS RAMP, CASE A, PER RIVERSIDE COUNTY STD. NO. 403 2 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE STD. NO. 209 18 CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY STD. NO. 309 FOR ASSURING THE ACCURACY AND ACCEPTABILTY OF THE DESIGN HEREON. IN 'NE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ��,7 3 -BUILT CoAlolrloAa DATE BY REE. DESCRIPTION APPA. DATE APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY SEAL—COUNTY .JO A. Obq�'?. 9 2 N0. 33@50 EXP. 6/30/06 Cr 04 WIN PROP. 24" R.C.P. S.D. KAILUA DR. PER S.D. PLANS FOR MATCHLINE SEE SHIT, SCALES H�RI� � V =40' VERT 1"-8' COUNTY OF RIVERSIDE ` RAN T 3"I N DEPARTMENT IMPROVED BY: A. OTbfMAN,iP.E. 12( SEAL—ENGINEER � PREPARED BY: TAHOE STREET �re" 10590 Commerce Center Dr,, Ste. 200 p R S S� ONS= Ra91730ncho- Ph(09) ncho- Ctaea one C X581-0676 s` FAX (909) 561-0696 NO. c oazzss CMI Engineers Land Surveyors Exp. 12/31 IQePa Job Number: 130.0901 to June ,2044 'TeA�,E°� STEVE L. ELLIS RCE047255 DATE CALTRANS PERMIT NO. 08 -05 -6 -MC -W7 BENCHMARK: ". SEE SHEET NO. 3 SCALE: HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN SHEET NO. J® OF SHEETS 3o _! !- CONSTRUCTION NOT: 2 CONST. 3" A.C. OVER 8,5" A.B. CL Ii PER SOILS REPORT 022 CONST. TYPE: 'A-6' CURB AND GUHER PER RIVERSIDE COUNTY STD. NO. 200 2 CONST. TYPE 'D' CURB ONLY PER RIVERSIDE COUNTY STD. NO. 204 04 CONST. 4" THICK SIDEWALK PER RIVERSIDE COUNTY STD. N0. 400 AND 401 (W=PER PLAN) 26 CONST. ACCESS RAMP, CASE A, PER RIVERSIDE COUNTY STD. NO. 403 2 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 Q2 CONSTRUCT CROSS GUTTER & SPANDREL PER RIVERSIDE COUNTY STD. NO. 209 18 CONSTRUCT UNDER SIDEWALK DRAIN PER RIVERSIDE COUNTY STD. NO. 309 COUNTY OF RIVERSIDE ` RAN T 3"I N DEPARTMENT IMPROVED BY: A. OTbfMAN,iP.E. 12( SEAL—ENGINEER � PREPARED BY: TAHOE STREET �re" 10590 Commerce Center Dr,, Ste. 200 p R S S� ONS= Ra91730ncho- Ph(09) ncho- Ctaea one C X581-0676 s` FAX (909) 561-0696 NO. c oazzss CMI Engineers Land Surveyors Exp. 12/31 IQePa Job Number: 130.0901 to June ,2044 'TeA�,E°� STEVE L. ELLIS RCE047255 DATE CALTRANS PERMIT NO. 08 -05 -6 -MC -W7 BENCHMARK: ". SEE SHEET NO. 3 SCALE: HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN SHEET NO. J® OF SHEETS 3o _! !- 0 d O i 6 Wr i =0+99.05 1 1403.75 FS Q0 Lq CD O 55.t�F��_ L `T4p4 8 hr2)— Im EM U NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOTE COMMENCE UNTIL AN ENCHROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. DELTA--... RADIUS 1� CONST. 3" A.G. OVER 8.5" A.B. CL 11 PER SOILS REPORT x•37 46' 39" O CONST. TYPE 'A-6' CURB AND GUTTER PER RIVERSIDE ® 37° 46' 39" COUNTY STD. NO. 200 102.65' Q CONST. 4" THICK SIDEWALK PER RIVERSIDE COUNTY 185.93' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLEFOR HE LIEVEN ACCURACY HEREON. IN THE OF DISCREEPANCIES ARIS NG AFTER COUNT" APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER. SHALL RESPONSIBLE FOR DETERMINING AN .ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. STD. NO. 400 AND 401 (W=PER PLAN) 1021.00' CONST. LOCAL DEPRESSION PER RIVERSIDE COUNTY STD. NO. 311 0 CONST. ACCESS RAMP, CASE A., PER RIVERSIDE COUNTY STD. NO. 403 �8 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. N0, 816 19 CONSTRUCT CURB OUTLET PER RIVERSIDE COUNTY STD. NO. 308. O i 6 Wr i =0+99.05 1 1403.75 FS Q0 Lq CD O 55.t�F��_ L `T4p4 8 hr2)— Im EM U NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOTE COMMENCE UNTIL AN ENCHROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. DELTA--... RADIUS 15.14 TANGENT 16390 Commerce Center Dr„ Ste, 290 Rancho Cucamonga, California 9173Q x•37 46' 39" 318.00' 209,66' 108.81' ® 37° 46' 39" 300,00' 197.80' 102.65' FOR 37° 46' 39" 282,00 185.93' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLEFOR HE LIEVEN ACCURACY HEREON. IN THE OF DISCREEPANCIES ARIS NG AFTER COUNT" APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER. SHALL RESPONSIBLE FOR DETERMINING AN .ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 06` 52' 17" 1021.00' 61.30' E �JOZ s'e 498,95' .Q$ - /a T COA/DI%/�iil.� } ' 18° 22' 30TH DATE BY RE. DESCRIPTION IPPR. DATE ENGINEER RB1ISIONS COUNTY N SEAL -COUNTY eROLessi A.ry c+F N0. 33950 EXP. 6/301/06 ONAlINEP, WAY COUNTY OF RIVERSIDE NSR Ri TI DEPARTMENT PROVED BY: 8+00 0#00 10+00 11+00 Im MXU%X LOP, ° ` V° j < sem, IMPVM OF IPA MPVAhT Tt�� (5)ti � Er 43391 B6'1G , 36FE2 e � h g 7.g4T-� s 1r 139 34F� � 1 rn. , 6 i 8 L M I 'V � S ""`�� 114i1 .21 Q � 135• i 333 4 3©AC $;®z� 13 m N y ` -PROP 2S FOR tri.33C327026 p � S.C. Dov o. 8 M i E I 9 Im M s LIMI vOk MPV NO.. DELTA--... RADIUS 15.14 TANGENT 16390 Commerce Center Dr„ Ste, 290 Rancho Cucamonga, California 9173Q SEAL -COUNTY eROLessi A.ry c+F N0. 33950 EXP. 6/301/06 ONAlINEP, WAY COUNTY OF RIVERSIDE NSR Ri TI DEPARTMENT PROVED BY: 8+00 0#00 10+00 11+00 Im MXU%X LOP, ° ` V° j < sem, IMPVM OF IPA MPVAhT Tt�� (5)ti � Er 43391 B6'1G , 36FE2 e � h g 7.g4T-� s 1r 139 34F� � 1 rn. , 6 i 8 L M I 'V � S ""`�� 114i1 .21 Q � 135• i 333 4 3©AC $;®z� 13 m N y ` -PROP 2S FOR tri.33C327026 p � S.C. Dov o. 8 M i E I 9 Im M s LIMI vOk MPV NO.. DELTA--... RADIUS LENGTH TANGENT 16390 Commerce Center Dr„ Ste, 290 Rancho Cucamonga, California 9173Q x•37 46' 39" 318.00' 209,66' 108.81' ® 37° 46' 39" 300,00' 197.80' 102.65' FOR 37° 46' 39" 282,00 185.93' 96.49' 06` 52' 17" 1021.00' 122.45' 61.30' E 27° 30' 52" 1039.00' 498,95' 254.38` } ' 18° 22' 30TH 10S7.t}0' 338.99' 270.96 _ C? 18- 59' 54" 1021,00' 338.54' 170,84' 02` 52' 44" 1057,00' 53- e' j 26.56' 01 i 24` 45' 26" 110.00' ^47,53'2i 24A 4' (�J 210° 41' 46" 38.00' 139.74' 38,45` K 25° 26' 31" i 175.80' 78,06' 39.68' �M 82. 43 El 3&28' Y38,28?` 24.03'_ SCALES H®R =4C' VERT 1'°=81 SEAL-ENGINEER PREPARED 6Y: BENCHMARK: TRACT 1IP 040101 JiEL-E N0. o` ss'� A0o ',°�,��I 16390 Commerce Center Dr„ Ste, 290 Rancho Cucamonga, California 9173Q =-6� COUNTY ��� RIVERSIDE N wP« Phone (999) 581-0676 SEE SHEET NO. I PUBLIC STREET IMPROVEMENT PLANS h" , No. c oT7255 PAX (909)581-0696 FOR �n "'.. E, t2/3'/p`' Fp Civil Engineers - Land Surveyors lob Number: 130.9901 WAIMEA WAY " 4� Date; dune 28, 2004 STA I TO STA 12464A OF SHEETS qp V,s, rte„ civ�4 .fir' 'e ear cit Eo��. STEVE L. ELLIS-RCE047255 DATE SCALE: HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN FOR: W.O. COUNT FILE �jj^�� a e 0 a v M MlIFFEFFITAFAIMMIM NOTE: DELTA RADIUS LENGTH ( TANGENTS 103' 51' 30" WORK CONTAINED WITHIN THESE PLANS SHALL NOTE 63.44' 44.65' B _. 53.00' 96.07' COMMENCE UNTIL AN ENCHROACHMENT PERMIT AND/OR 0 114` 09' 17" 56.00' .57.' 86.49' D 10° 17' 48" I 110.00' —111 19.77' M Q 90° 00' 00" GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING ?HESE PLANS IS RESPONSIBLE FOR .ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY ._.._.�5°H 17/2 ,4 �a� BUILT CONDITI�AIS 4 ' /{ IA B [}ATE BY REF. v DESCRIPTION APPR. DATE APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION ENGINEER REVISIONS COUNTY AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. SEAL—COUNTY A. s ry�r N0. 33950 EXP. 6/301/06 Civet COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: i /s. c/lg MA109VAM DATE SEAL—ENGINEER PREPARE=D BY: �=` 10390 Commerce Center Dr., Ste. 200 OFESg 0 o s� L . ""' A� Rancho Cucamonga, California 91730 F<<N IN Plume (909) 581-0870 ~ ac - FAX (949 582-089& r' N0. C 047256 `�, IN z '1 Enganeers Izaed Surveyors rl E �. '2/31% - Oob Namher: 1300901 Date: dune 28, 2004 % a- �' 5�'le °�° � STEVE L. ELLIS—RCEO47255 DATE Q� 0�' rat lF� " 0 G) 5 NO. DELTA RADIUS LENGTH ( TANGENTS 103' 51' 30" 35.00' 63.44' 44.65' B 103° 51' 30" 53.00' 96.07' 67.66' 0 114` 09' 17" 56.00' .57.' 86.49' D 10° 17' 48" I 110.00' —111 19.77' I 9.91' Q 90° 00' 00" I 25.00' 39.27' 25.00' CONSTRUCTION CTE . CONST. 3" A.C. OVER 8.5" A.B. CL II PER SOILS REPORT CONST. TYPE 'A-6' CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO. 200 CONST. 4" THICK SIDEWALK PER RIVERSIDE COUNTY STD. NO. 400 AND 401 (W=PER PLAN) CONST. LOCAL DEPRESSION PER RIVERSIDE COUNTY STD. NO. 31,1 CONST. ACCESS RAMP, CASE A, PER RIVERSIDE COUNTY STD. NO. 403 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD, N0. 816 i1 � tii�4a1�111'<��l�St'E.l��i, /JYs`iC li44�3i, i'1�7 i7001vil to SCALE: HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN SCALES HdRIZ � 9 ♦ e�rrew � 99 e Im m m :t KAIT , w,. R. (VOTE: FORK CONTAINED WITHIN THESE PLANS SHALL NOTE COMMENCE UNTIL AN ENCHROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. T DELTA RADIUS LENGTH TANGENT 3" A.C. OVER 8.5' A.B. 76° 09' 22" 35.00' 46.52' 27,42' B 76° 09' 22" w53.00' -� 70.45' 41.52 F. 56.00' 94.56' 63.02' (� E 10° 17' 48" 19.77' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE =0R ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RESPONSIBLE FCS DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. l ! OF 03° 44' 46" 03' 44' 46" -1110.00' i 1442.00'' I 84.28' _ 1460.00' 85.46' 47.16' 47.75' O� 03. 44' 46" 16- 18' 442" 1478.00' 96.63' 110.00' 31.32' 48,33' 15.76' i PER RIVERSIDE COUNTY STD. NO. 403 ® I 1 DATE I BY RE..-. DESCRIPTION APPR. DATE ENGINEER REVISIONS COUNTY SEAL -COUNTY sm mm 08�U-O-MC SCALES H6R l"=43° VERT 1 "=S� N0. T DELTA RADIUS LENGTH TANGENT 3" A.C. OVER 8.5' A.B. 76° 09' 22" 35.00' 46.52' 27,42' B 76° 09' 22" w53.00' -� 70.45' 41.52 96" 44' 57" 56.00' 94.56' 63.02' (� E 10° 17' 48" 19.77' 8.91' j l ! OF 03° 44' 46" 03' 44' 46" -1110.00' i 1442.00'' I 84.28' _ 1460.00' 85.46' 47.16' 47.75' O� 03. 44' 46" 16- 18' 442" 1478.00' 96.63' 110.00' 31.32' 48,33' 15.76' i PER RIVERSIDE COUNTY STD. NO. 403 ® I 1 COUNTY OE RIVERSIDE STD. NO. 816 16° 18' 411" 110.00'10.00' 31.32' 15.76' J 212° 37' 22", 31 8.00° 141.02' 129.55' I 00' 00" 25.00' _L 39 27 25.00' AGRAPHIC SCALE 0 20 40 ( AV FEET ) 1 inch = 40 ft CONSTRUCTION NOTES: O CONST. 3" A.C. OVER 8.5' A.B. CL II PER SOILS REPORT. CONST. TYPE 'A -"o' CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO, 200 CONST. 4" THICK SIDEWALK PER RIVERSIDE COUNTY STD. NO. 400 AND 401 (W=PER PLAN) 50 CONST. LOCAL DEPRESSION PER RIVERSIDE COUNTY STD. NO. 311 06 CONST. ACCESS RAMP, CASE A, PER RIVERSIDE COUNTY STD. NO. 403 ® INSTALL STREET NAME SIGN PER COUNTY OE RIVERSIDE STD. NO. 816 AGRAPHIC SCALE 0 20 40 ( AV FEET ) 1 inch = 40 ft 3 372 373+ 374 375+ 376+ 378+00 3791+' 2+384+00 (113+446m) (113+71.95) (114+02.44m) (11 63 9 m) (114+63041 (114+93 00 +2429 (115+?-!t. (115+85.37m) (116+15.85m) (116+46.34m) (116+76.83m) (117+07.32m) I 1375.55 - 1376,36 NOTE �_.. 376.10 1376,64 CURVE DATA CONSTRUCTIONNOTES: TC T� TC TC x 1375.72 TC 376.21 TC CRETE GUT ERS AT E BASE 0 LL ACCESS RAMPS SHALL E SRUCTED 377.12 FS o Q; 1376.79 FS t0% MAX. AT A 2% MAXIMUM OPE TO PROVIDE ALGEBRAIC DIFFER ENG SLOPE NOT �$� -- '375.12 FL 1375.47 F EXCEED 1.1%. 1377 04 FS ��� /1376 92 TO 1376 54 TCS �, 1376.71 FS i® _ �3' ; �� 1376.34 FS 7 376.06 / CONT R SHALL PROVfDE DSA A 4VRiTTEN FIVE YEAR PRODUCT WARRANTY NO. DELTA __ RADIUS LENGTH _'TAiAGENT 99 00' 00" 135,00' (10.67m) 54.98' (16.76m) 35.00' (10.67m) 7` 20-43' 34" 50.00' (15.24 n} 18.09' (5_52m) 9,14' (2.79m) CONST. 4" THICK SIDEWALK PER RIVERSIDE COUNTY STD. NO. 400 AND 401 (W=PER PLAN) 6A CONST, ACCESS RAMP PER CALTRANS STD. PLAN A88A (CASE A). 10 CONST. TYPE 'A-8' CURB AND GUTTER PEP, RIVERSIDE COUNTY STD. NQ 201 f 1375.99 FS 315.73 TC r� '44 - _ ;% FR THE MANUFACTURER OF DETECTABLE WARNINGS A DIRECTIONAL SURFACE 11 CONST. BARRICADE PER RIVERSIDE COUNTY STD. NO. 810 V ® >> ��i �f ODUCTS AS EOWVALENT TO THE EVALUATION AND PRODU APPROVAL PROGRAM. s sa \ 1376.42 F S 1376.07 FS- - SUCH WARRANTY SHALL INDICATE COMPLIANCE WITH ARCHITECT STANDARDS AS 13 SAWCUT AND REMOVE 1' MINIMUM AND JOIN EXISTING PAVEMENT. 1376.17 FL 1375.84 FL o MAX.MAx _ A - for MAX- I PUBLISHED IN THE CURRENT EDITION OF THE CALIFORNIA BUILDING ANDARDS _ F-.375.65 1375.9 CODE, AND ALSO, INCLUDE DURABILITY CRITERIA WHICH INDICATES THA E SHAPE, 14 GRIND AND OVERl7Y G.15' MIN. PER TYPICAL SECTION ON SHEET 7 --� 1376.74 TO 1376.46 TO - TC COLOR FASTNESS. CONFIRMATION, SOUND--ON-CANE ACOUSTIC QUALITY, R IENCE,JEAN NICHOLAS ROAD 15 CONST. TYPE "A" DIKE FOR AUT AREAS. AND TYPE 'E" FOR FILL AREAS PER CAi(RANS ';i D. NO; A611AND 1 1375,55 TC 1376.36 TC TC L AFTERTINITIIMENT WILL NOT ALL (INSTALLATION DEGRADE SIGNIFICANTLY FOR Al LEAST FIVE (5) Y S SEE SHEET 2 V CONSTRUCT 0.58' A.C. OVER 1,00"--A,B. G ,Ii PER SOILS REPORT _ DETAIL 3 1 „=20' DETAIL 1 1"=20' PROPOSED 36" R.C.P. ST RM DRAIN PER "=20' - "^_2fl i v �� STORM DRAIN PLANS FOR TRACT 31330 I I € f E z m,®� a 53 WDiD NO. 8330327026 3£30+12.4 E t `� � o 6 115+89 07' I I iI z ID :� w - U ? _ LIMIT OF � PROP. i o PROP. BLOC WALL � wi._ -_ _. � BLOCK m -� �_ � � LO 0 � z ` a x3 � � o � r BL ALL w v� � a _- - - w i 'mor o ' rn om �s� ou PROP,... W �w �.� - -- �:7 +c� C i o w �.; 12:1 MAX, ; _ -� d' Ei3 CL I ! R_ U}- w 00 �- I8V _-_ _ . ��"'">' LL -" _•;' �:SJ }V 1 . t0 tLi 1�- N l Il __...-_--_'"_.. ' o`p` O w > �:_. f' �I. - ° _ _ _ BUS TURf�OUT PE41 RIVET 5510 , � i � � � + r � � � II � � . LItWITS OF � � < � � X --- o o_' PROP. �`W v _ PPZSP. R V c _ va E C a - a IMPROVEMENT � €- _ s _ _ _ OUN!( �0. NO, N .� wUj -. - t �® - - - - - - ®��� - 1 - - - ®��. - q -� - - - - - i .._ - J n 3 t-• r m �. Y 1 14+27.'75. - �, i \ m1 LU --------EXIST- - 74+83 1 _ o -"1 17i -07A 7m �., 777 _.._., EXifi. SMH =- J �, _ ..� - E 383+99.52- _... CURtf3 &GUTTER ,- ti T --LIMITS _OF -sir -�. N ( s (.. _ __ ( ! - I - _L ADS. 10 ,:RAD_ - IMPROVEMENT EXIST. FENCE _ % MAX - c / i # M. ROVEMENT 2 " . _ 0 s - _- TO BE REMOVED r _.c A) o \ `'y. a N EGifQ TAP G. s :.. _ ......,.. ., . - ------ CROSS LOP J A; N �lD ER y _ r " :.. _ - _ - -- c o " 2% MAS. CROSS-SCQP.E _ _- _-_, „; - SEE DETAIL 1 ___- N A.C.ADIK __. _ , -. LU - = _ _-SEE DETAIL 2 - .., i`� -- - 11�+0.2.31. - - _ _ ., _ - _ TYPE A -- _ „_ _ 71.6470 -:._ - E - ,.. m„ -_ ,_, f3+99.59 <.1 13 =, �_ r � � ,. _ . _ _ - -- - 10 - -- 1 f7 4 0 0 O_ JOIN EXIST. & G ( )_ J "` c u3 w3 0 ---�' .. tai �- „fv cS: O > . -'„ s.. LU - _ - _ ._ E 4 117 , 2Q.43m ^ 5+83.84. 1 7 6-1-24. i 0m (.: } - -- 7 t � - a _ _ 0 -- _ (. 14+F4 -f 4 n u . __s 7d a _ e o } 383 h43.ti IMPROVE PER TR 29675-7 )_ ___ . __ cary + + + + �_._ c0 e-' 7 ?.95.01 BCR 381+29.07 EC ;I u 0 o _ _ - 376+25 F?0 - _ ua . v. o v + 1 --., TP PLAN 29 T SHT 13 EX ST. A C. BERM__-_-_ -..a « + _ .__.._ n - .- _-::_ . _ _ _ _ ua a 7375.55 TG 1370.36 TG _ E1Vp AC fTE TYP A COU - - END ,,:.ER cv r c ww _ _ -TO-BE D _ IP r - _ Y,_� OUN3� OF k?IVtRSTDE _ E _._,_. r 374.88 FL; _ - __ ---�- . , _ _ ._ _ _4_ ._.-.� r� m _ _ _ . _ -__ _ Q - _ - _ 13+4 Q6 r 3+71.95 4 _ - 4^~ �,- -� � A �. } ,.� ®tom � 2, .® -:® _ m _ .a., _ �- ®)®..-� _ a, . ,�. - s ®, -I 9 9 � ._ _`_ _` � - = - _ _._ _ _ -'- - - ;_ >__ = -, - - - - 3d 4} _ - 24 a4 1578 _ w '� - + )l- - ( S,1 �a __..�..1��5 ;116+15-5-�._---_---- S12+OO Z.3OD_. _ _ QD .__.__ - (. ) 16+46.341 _ - - - - 375 , O0 3 /6+GQ 3 +OG _ _ ( 6'76 ,83 _ 0 -- , __7 7.32 - 3 I----�---- _ _-_ __ .�8�G0,- .m ®37�-+moi ®,A -( _ � � ..- _ -"` - - - - 1381-F�6 -382+ n ' = .. r 00 N35 50 58,5+0,, R T E 3 GG 14 a _ `"� � N3 34 50 E P � _ - ---' -,__ - -- -- - ----- - - ___._ _ _ _ FUTtiRE 3 c _ _ 1368192 .�,, __---.,�. � _,_. __ ._ _.__., -- __:: _._ E41ST, EilsE __ _._ cP _ - _ _ _ _ __ _ __ .. _ __.. .... �., _. D Til ! cC ..,. ... - _-. tC kA�hiBht _ . _ _ _. - . L _ _ _ 1 - __ '.. -..w,... ,��:..�,.�..�,_ _. _,.=,wn...._,,,... ,. - - _- -._.__ � -.._� __ - -..._. _ \ - - _ _ PROF, .P - _ 0 e _ _ �W � _ ._•_ :,.. _. _ _ . r __- 69i1h --.._, x, ,.��u. ,..-..,_,_,._ �_ BEGIN '?A�E-R, a�. _ iV4ET APER ,�_�-_ ._ __ _ _� ; EXIST. R W -v-- ": ,_ _ � •.; .-�#ST. R Yd _. ._. _._. .36 •? I ��: P�ii3P. E.P.: • .�_, , �,._._ _ 10 1_ LO - _ EXIST. 24 CMP CULVERT e a _ « 375.69 FL --- R . .,--------- --_--.�-�_-® �,TO B� REMOVED-�__ _ ,,, � -=r-- ;� .,.�._- _- _>. ,:�� ��' �- w„ _ - - r - (1367.71 } i v ,. < . +EXIST. FENCE 1 15+83.84 n ., c� €A �' ' o . u EXiSE. FENCE TO 4:t - x o �- E ( ) 6A r� 10.1 fA7P P. yI _.. ,,_, ' „ i a3 ear rry� i ---_EE__REMOVED E � z MAXdAY, � � _ Cn TO E E TAPER 379+95.01 a C: z -z I. r 20 f E v E _ \'`: y us «r' o ( EXIST... v w w Qw _ n �..- v w w FUTURE __ _ - cT m + (t 16+04,2rm) 11INCHESTER ROAD S.R. 79?Ol BE REE o o i 4:1 UJJ: a �.. wild.. --__.n- _ _ - F _ - - E o, v Y V ✓ - - - - Q REMOVED -ECR, IND TAPER r., 380+62.01 WINCHESTER ROAD S.R 79CIO Lo x E SMNT a ( ) rUTURE CURB LINE �rn - - - h J . - - CURB LINE 1375,55 TO / \ R r n ---- = Q���-- - ----------L- / carar? ccs.,: =4 ±72.9J�EA�JEOIAR�Ai)-1_. -_.., ?.,.-.�= - !-y.- - - , cam, r. - -•-- ;v + __ -_- z a 1- C° .-f w x v + + ® + + z� FUTURE R/V (FkS+iJRE_ FENCE) 81_� - / \ - T J - - �� a r �'� .., _ _� -� - +r -�' 55 __ ® FUTURE R/W (FUTURE FENCE}..___ + xSTOR 4-6RAtN EASEMENT" © - - saw �., ,..>. a- M TE - Fk DOC T{200fi=5ti0782 " - �� SEE DETAIL 3 SEL DETAIL 4 E co " aLw o GRIND AND OVERLAY - OFF-SITE EASEMENTS _5� � # 9FF-SITE EASEMENT - .11) E > ciao �Ir4 PER DOC. #2006-0000782 77+ - - / PER DOC. #2006-0004929 40 © 20 4 8G j NEW A.C. OVER A,B.WINCHESTER ROAD -- J, i g € .LTRA S PERMIT o ®® 1 �� h B as ' ft. `v DIG ALERT w o_ a ' g DIAL TOLL FREE 1-800-227-2600 ' AT LEAST TWO DAYS FORE YOU DW :J Z w s / UNDERGROUND SER&9CIP ALERT 1 "=4.0' , -1 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOTE COMMENCE UNTIL AN ENCHROACHMEN? PERMIT AND/OP, _ GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE - FOR ASSURING THE ACCURACY :AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EdLNT OF DISCREPANCIES ARISING GAFTER .OUNTY _ _ D/{T-E BY REF, DESCRIPTION APPP.. DATE APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS^^ COUNTY SEAL -COUNTY COUNTY OF RIVERSIDE SEAT.. -ENGINEER PREPARED BY: BENCHMARK: TRACT 31330 IP 040101 SHEET NO. TRANSPORTATION T� a�¢``. 10390 Commerce Center Dr„ Ste, 240 A qTSP RTATI N DEPARTMENT ss L .� Rancho Cucamonga, California 91730 COUNTY OF RIVERSIDE8 till '01 Phone (sag) 581-0878 SEE SHEET NO. I PUBLIC STREET IMPROVEMENT PLANS FAX (909) 581-6896 FOR �2 NO. 33950 z,y _ _ No. C 04�2s5 �' "7131 Hd @BF3 - 2.ailff Surveyors EXP. 6/30/06 KHALE A. OTHM P.. DATE :}�1 Fm 12/31/or a ` Y WINCHESTER RAD `$c d b Number: 130.09aP R. 3 -30-06 a Lte: dt 28, 2004 STA 37I47& 1 TO STA 1 t2� OF_9 SHEETS a . �L C SCALE:, aR: W.O. CouN S'sTan„C.G,„,,:.ae`�FILE F cam° - OMMENDE?:, DATE e aP ca tE SIEVE 1. ELLIS-RCE047255 DATE HORIZONTAL AS SHOWN VERTICAL: AS SHOWN � 9aN AP - wro.lu iu v- 5/avl r0 1376.12 FS TC 1376.80 FS 0% MAX.. CONCRETE GUTTERS AT THE BASE OF ALL ACCESS RAMPS SHALL BE CONSTRUCTED 1376.20 FS 1376.05 TC 1376.61 T ° /? 1375.12 FL 1376.15 T �, w % AT A 27 MAXIMUM SLOPE TO PROVIDE AN ALGEBRAIC DIFFERENCE IN SLOPE NOT 1376.72 FS 10% MAX_ x. EXCEED 11%. - 1375.67 F �' 1376.10 TC X339, 375.29 FL 10 x 1376.67 FS 1375.76 TC 1376.22 FS 1375.95 FS \ 89 F rONTRACTOR SHALL PROVIDE DSA A WRITTEN FIVE (5) YEAR PRODUCT WARRANTY NO, DELTA RADIUS LENGTH TANGENT \^l 90° 00' 00" 35.00' (10.67m) 54.98' (16.76m) 35.00' (10.67m) B� 20° 43' 34" 50.00' (15,24m) 18.09' ® CONST. 4" THICK SIDEWALK PER RIVERSIDE COUNTY STD. NO. 400 AND 401 (W=PER PLAN) 6A CONST. ACCESS RAMP PER CALTRANS STD. PLAN A88A (CASE A). tO CONST. TYPE 'A-8' CURB AND GUTTER PER RIVERSIDE COUNTY STD. NO. 201 1375. L /-- - / 1375.75 ITS 1375.05 FL 1375.35 TC 1376.30 FS FROM THE MANUFACTURER OF DETECTABLE WARNINGS AND DIRECTIONAL SURFACE ,•, o g �_`,, 11 CONST. BARRICADE PEP, RIVERSIDE COUNTY STD. N0. 870 1375,87 FS u/-� 1375.87 TC 1376.51 TC o ,� 1376.59 FS 1375.71 FS �4 `�9'' PRODUCTS AS EQUIVALENT TO THE EVALUATION AND PRODUCT APPROVAL PROGRAM. - 1375.68 TC 1375.95 TG 1376,01 FS SUCH WARRANTY SHALL INDICATE COMPLIANCE WITH ARCHITECTURE STANDARDS AS 13 SAWCUT AND REMOVE 'I' MINIMUM AND JOIN EXISTING PAVEMENT. 1375.78 TCs'e j 10% PUBLISHED ,N THE CURRENT EDITION OF THE CALIFORNIA BUILDING STANDARDS GRIND AND OVERLAY O.tS' MIN. PER TYPICAL SECTION ON SHEET t 1376.47TC °',''@MAX. 1375.79 FS 1375 9 1376.09 FS CODE, AND ALSO, INCLUDE DURABILITY CRITERIA WHICH INDICATES THAT THE SHAPE, i4 1375.04 FL 1377.76 FL C 375,65 TC COLOR FASTNESS, CONFIRMATION, SOUND -ON -CANE ACOUSTIC QUALITY, RESILIENCE, JEAN 75 CONST. TYPE "A" DIKE FOR CUT AREAS, AND TYPE 'E" FOR FILL AREAS PER CALTRANS ST'). NO. A87 1375.55 1375,60 TC 1376.38 TC 1376.36 TC TIC AND ATTACHMENT WILL NOT DEGRADE SIGNIFICANTLY FOR AT LEAST FIVE (5) YEARS CONSTRUCT 0.58' A.C. OVER 1.00' A.S. CL (I P TC _ AIL _ 1 -20 AFTER INITIAL INSTALLATION. Q PER SOILS REPORT 17 j> i- 1 _20' i PROPOSED 36" R.C.P. ST ftM DRAIN PER i ` DETAILI. STORM DRAIN PLANS FOR TRACT 31330 I I 1"=20' 1»-2p' c. E r E t. % r® Q o a / z WDID N0. 833C327026 380+12.4 I f I ��T; w J2 1 15+89 0? o o Q 53 51 7 6 ( t) I I � !! r. z rPi z o J; u !i LIMIT OF PROP. af l y E i1 s v1- Ll x x o y z = BLOCK >N LL o ca � m v � rn T � � i 19 t � LO C� - Y PROP. BLOCK WALL roo w f E �" Q x w 6b o -L0 PROP. R W �'1/SIL � y Mwa ,�0 2:1 MAX. + r 0 12:1 MAX. 1 ro 6 Uci z COMq ro ! m + v I! L > o {' i' �� !! ii _ I BUS TURNOUT PER,i RIVERSIDE i e mn a d cJIt LIMITS OF r�? _ ws - - o- a' PROP. W> o _ 3 PROP. R Yd ! E n IMPROVEMENT a z wLLI - �- -4__ _Lj -- L --- i- --r- uL---5'7Q -�4- - i-_ u a)t_,..c�wwo� - - COUNTY NO. y y y y y f EX_ISL9PE i 1'_ (1Uj 14+27.75m},_.` n A ®:E� v 117 0717m}' o / 374+83±, - . __ _ _ _.. .. �- .__- ,___ .. . _.._.. :_:: _._ „ '�_ cv. .. - __- EXIST. 8 E _: , - .-_,. £__,,. 383+99.b2 f t- EXIST. SMH r. -fir..\ �,. .,...__._,__COO CURB & UTTER LIMITS OF t __ n o w N ® END C& G. t i = EXIST. FENCE m rn ( I I f I _I (, ADJ. TO GRAD, MPROVEMENT - N1 2% MAX. PP 6A ° A +0 6A a 8EG{<J TAPERLU -- TO BE REMOVED CROSS -SLOP 1,,, 0 2% MAX. CROSS--SLOPP BEGIN A.C. DIK Uj c _ --- SEE DETAIL 1 SEE DETAIL 2 TYPE A 15 _ _ { - - - -- 774._ _ j Uj --- +02.3 _ 373+99.59 7L64T� _ 13 - Eco - 10 �� .. m E v_ 71:OOFL / = 1-0 4 E a o r �'� M o �o ___ JOIN EXIST. C & G ( _.�_. _ o _ � o E 4 117+20.43m} m -- E r h r_ i 95+83.84m 116+24.70m 10 0 o m u v w n r 383+43:00 tr " d _ rn- o {{ ) _ _ _ 114+71.04 n) n _ -_"_, oN 17 +o + + _ + cv o w 379 95.01 BCR 381+29.01 EC h u> IMPROVEMENTS PER TR 29675 1 a + - _ - _ _ __ (76 :00 _ cs . + u� + + _ DAC _ - 3 + 25 z _ _ EXIST. A .BER -..J. __ art �n !oa- oc I-ci. _�:._ .."_1.3`75.55 TC 1376.36 TC co £hJ ...__D1KE 11'PE A S __M IF N 9 T }3i - as _._. PLA 92 S 13 - - - =- - -- "END TAPER r r e� - EGN -R - . _- w 1374.88 FL _ ._ " T 35 63 F{ _ __ B . _L_ C G1KE € € __ TO -BE . €MOVED � ,,� �, -_ _,. . COUNTY -Or. R+VERSiTSE __ _ ``�.�- -� .,_ _ -- �-- - . _ _:� ,�� r7 m, -.. �. eL n ?3-141..6 3+71.95 114 .d4 3 a t4+ .41 9 - _ - ------ ----' ---- - _ _ -- - -- ® _ - - - - �17 3 99) _ - - t 15t24 39� - - ®..' -(i 5f54 88} - - - -. 1 l5+J15 ) (1116+15.85. -- '- 1 16+46 34 - 116+76.83 - ( 4)-.__ ( ) ( -)_. e_.---(1_4t23a- �-�--�.-�-)a; -) ( } e .><" ( ) (117 7.32) - 372+00 3Z3i 40 -- 3Z 00 _ --- -- 375+00 376+00 37 +00 3?8 0{ m 79+A0 m - 380 -0( 3811 G)0 - 382+ 6_ 1 - - - - OG N35 34 4'050-E 383+00 14 - 14 N35°34'50"E - _ - - _- - - - - - - - - _ - - - ®®®- ®®- ®- ® ®®� ®- r ®® - - - ®®- - ---� ------------ ------ ------------- 5 - -- - z EXIST. E.P. - - 1368.92 - - --_a...-- _ - _ _ - ___ - ,__ _- _ E -__ FU URE �7 _._ _.F R ,_ _ w - 116+24.70m ( ) _ _., .. __ _ ° ___ _ _ u� - rn EXIST. EDGE _._:_ ..., ) _ . - - =r. RAlSE6 fdEDIAN (116+67.37m I T. �. - - - _ 17 _ :__ _ _: SED MEDIAN. _ ) EX S EDGE w \ - _ _.,. _.._- __ � _ ''` _ ----- - -- r: _ . &1�-2941;-__�. :< .- Y- _..., _ , _, OF PAVE NT _ _ _ - . . n -. ua 3 v _ BY_ EUTtiR€'TAPER--_.. .. , 0 P T a PROP. E.P. - - - - BY FUTt1RE PERMIT) - (_ _ FfEfi�EN $. R BEGfN a ! --._ _ - _ _: __ ;- __ _ -. _ , C- ,<... �..- _., 14.1 TAPER - P£RMi3 END TAPi R i_. _. _ " - - - - - �, c3E{ST R/W ' .- ) 1376 36 TG 1 EXIST. F/W -. Y-- - - _:_ PROP. E.P., 10 , ; 1 .- ,_�. f - - - - - _ EXIST. 4 CMP CULVERT- _a, - - - - - -- -EXIST, R WLo / 2 10 375.69 FL- ._ __ o _ _ I ®-®-®®m . - - TOE REMOVED- ® _ _ - - o. ` - _ � ..._ (1367.7!) FL - EXIST. FENCE 39.1 __ -(115+83.84m) w 6A s . ,._, _ r T FENCE -6A r 10.1 APER E o, a TO BE TAPER 379+95.01 g m p (EXIST. FENCE ' v v 4. MAX00 o _. EXIST. F�NCE TO o 0 a. o cv E M - a z J w> $E REMOVED E¢ w 7 MAX J - c� z z 6 w - a 20 E a c-4 Eu `'' REMOVED FUTURE ECR, END TAPER \ Q0 o acv 311 ++04.27m) WINCHESTER ROAD (S.R. 79) TO BE REMOVED ° o "' v' 6 n w E'SMPT n ' n n a ani - 80 62.01'WINCHESTER ROAD (S.R. 79} \\\FJTURE CiJRB LIN I - > o o "� w, w- _ _ _ # w ° ' <c - - - - CURB LINE- - 1375.55 TC \ + r- P, rr N E o z > - -- --I------oLcp �g�- -- L-- y- -- --- - - - AD -I- - o ©� o - - - - - - - - - - - - - - - - - -„_"„ i34�t / swsrn�t- \ 45fii.9�EACOJAR� « o w z w x _. ++ - + rQ ++ z FUTURE I?JW-(Pt1TU2 E FENCE} _ . \ a Y r-- e N o w z �® ®+ co r 5- �� 55' RT. �. - 'FUTURE R/W (FUTURE FENCE}.. _. w r w ^ Ln L- STORM-- EASEMENT �: n - -CIO x m SEE DETAIL 3 SEE DETAIL '4` ++ w o� o w "� . r o o PER DOC #'2006=00017782 v w v \LI I ®o �tTl� l a ro w z > CO ® ° N OFF-SITE EASEMENT i -QFF-SITE EASEMENT GRIND AND OVERLAY GRAD SCALA PER DOC. 02006-0000782 \ I - /, PER DOC. X2006 0004929 40 0 20 40 80 m�.�oJ�Q --- -L- o NEW A.C. OVER A.B.WINCHESTER ROAD CALTRANS PERMIT O. 08 -05 -6 -MC -0177 inch FEET ) 1 inch = 411 ft. i w SEAL -COUNTY SEAL -ENGINEER PREPARED BY: BENCH44ARK: CT 313 IP 1 SHEET N0. NATE: COUNpY OF�pRIV�EpRSIp�DE DEPARTMENT 10390 Commerce Center Dr., Ste. 205 DIG ALERT -- ROF ESSiO,y TRANSPORTATION SdEB`AR'96®'®T f+eR�E�SS IOh a WORK CONTAINED WITHIN THESE PLANS SHALL NOTE e , 4 Rancho Cucamonga, California 91730 COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCHROACHMENT PERMIT AND/OR �o Eo A. �T s, APPROVED BY: ��° JEN e F Phone (909) 581-0676 SEE SHEET O. 9 LIC STREET IMPROVEMENTS 8A zo GRADING PERMIT HAS BEEN ISSUED. P ti a g SIAL T�Im �� rr v y7y s FAX (909) 581-0696 FOR Q �'.. __,.-„_ N0. C 047255 m MNCHESTER ROAD cv 1-800-227-2600 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE N0. 33950 ^` Civil Engineers Land Surveyors AT ���Y ®pq� FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN KHALED A. OTHMAN, P.E. DATE w EXP. 6f30/OB a e T ¢ P 12/37/07 z j be: 6901 Job Number: 136. R.C.E. 33950 EXP. 6-30-08 „ to 04 37175 j® T� 3 �I]�2 0F'SHEETS BEFORE X019 Ddfi HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY _ ___,;. *-'^ _ ����r P® Date: 3uneg26, 20 _� z APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER DATE BY REF. DESCRIPTION APPR, DATE P„- s' .�,� �� `� r° �'t`�'<. �{' SCALE: FOR: WO. COUNTY s r civ, STEVE L Ell FILE NTY Q T CtV 1� d 3 s,q R.'- LLMINDER=GROUND$ERVlG� AEERT SHALLRESPONSIBLE FOR CETEP.MINING AN ACCEPTABLE SOLUTION "ate TEo? �e or cn F IS-RCE047255 DATE HORIZONTAL.:_ AS SHOWN _VERTICAL: AS SHOWNOF RRN CIF0RPt10a AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY- ENGINEER REVISIONS COUNTY DATE � EARTH DITCH ALONG EDGE OF PAVEMENT TO BE GRADED WTIH POSITIVE DRAINAGE. EXACT LOCATION 00 AND LEITH SHALL -,BE DETERMINED' -BY FiELD ENGINEER OR iN5PEC,OR. INSTA- TEMPORARY GRAVEL BAG CHECK- DAMS AT 36�, i.NTERVAL'IMMEDIATET.Y ATTR -GRADING IS LU Z OYPLETED. LU Ei�'IS1 \` WIRt' LU LLJ co !x`__5:1 TAPER-�' BARB -E-L r� ENCE ✓ « r o -e'sJIN.74 Ft' a ,I�,l (6')i I. M9ib emgYsa OCOO. tLwn u»ms� 1aA am a."i� m,saa Ilan° Cram: In @U^r A aq CY.a{I 6 Tw �r:amalre Am xt fiazW M Ue m'na. Cme A ikz �a's CfiOr,mWm 6arbtm2 RAV� SIDEWALK ON INSIDE €3F � UCKLE z FUTURE R/W k n'i EXIST. DRAINAGE SWALE � a.. < ADJACENT TO WINCHESTER RD. 1 u G z E z o w u`'i L>_ r EXIST. R/W FUTURECURB -r+ r 0D ®ze E �DO z B �> - _ CO )TYP c 9 o N�. 11.28 _ . 53:1 TAPER co - 38 PROP E.P. t5 EXiST. E.P. VE #��ZB- - - - - - - ®�T8+2�; � � ®� m r �1 z$ k�9�6- - - - - - - - - -1� 9&2i} - - ®. - - � (119 k20�3 (119+5123) 4' FU RE MEDIAN_ 7+00 388+00 389+00 390+00 391+00 392-00 3s3+co C$Y FUTUt� IT N35'34 50'E �. °.. ®� � I --- -- � to EXIST. E.P.-'°'� � E � � Q �I' 1382.17 PROP. E.P_ i � 11 a ---- ----- FS a i------ -y- �- / / z - 19:1 TAPER V w M LLu 0 _ EXIST R/W ®e ®. ,®n .. �,.. .._ ..,..� ,�. .�®y �....� �® j ��-�Gj ._ ed ..... _._..,.. _ ......_ �, ...�.�,.< ._... _.. _®....a...,., .._._ .,.d .a_.,._.�<. Lj IE FUTURE CURB f o � w O v C) +� cDZ� WIn h Q �LLi. p E ZFUlURE R/W (FUTURE `FENCE)CD Ln - CD Ln CONSTRUCTION NOTES. 14 GRIND AND OVERLAY 0.15' MIN. PER TYPICAL SECTION ON SHEET 1 15 CONST. TYPE ':A" DIKE FOR CUT AREAS, AND TYPE °E'° FOR FILL AREAS PER CALTRANS STD. NO. A87 16 CONST. TYPE 1-2" MARKERS PER CALTRANS STD. PLAN A73A. @ 20` O,C. 17 CONSTRUCT 0.58' A.C. OVER 1.00' A.B. CL 11 PER SOILS REPORT. )f St Y irf f j �`}'ICE pp V THESE PLANS SHALL NOTE CHROACHMENT PERMIT AND/OR EN ISSUED. DIGALERT NOTE: FORK CONTAINED WITHIN i -e'sJIN.74 Ft' COMMENCE UNTIL AN EIN ,I�,l (6')i I. M9ib emgYsa OCOO. tLwn u»ms� 1aA am a."i� m,saa Ilan° Cram: In @U^r A aq CY.a{I 6 Tw �r:amalre Am xt fiazW M Ue m'na. Cme A ikz �a's CfiOr,mWm 6arbtm2 RAV� SIDEWALK ON INSIDE €3F � UCKLE GRADING PERMIT HAS SE 4�- i 6Sl-tlew emmmm m ve DIAL TOLL FRES Civil Engineers - Land Surveyors dnb Number: 136.6905 ;) 1"$00"227"2600 THE PRIVATE ENGINEER SIG nMN damw° sMma '-bw nm jca � a aey rt P� AT LEAST TWO DAYS FOR ASSURING THE ACCURi 'J N sratt�atk B ash YeWSe > Gb. 8, ry O <i � b YVaaa vF N 4m BEFORE YOU [:MG HEREON. .N THE EVENT OF z T _ £ AE@IAL CdfN®UCTOR�ARETYPICALLY RE4-ilIREDTOSE ( APPROVAL OR DURING CON ; ati trarm. mmcC oafY'="ISE tm.Y m b � im AN RG&I$�UND �dR„irE ALERT' SHALT. RESPONSIBLE FOP, C eMMt tlmm Rbl E vp P OF S4$A&'rNr' CALWORIGA AND REVISING THE PLANS I )f St Y irf f j �`}'ICE pp V THESE PLANS SHALL NOTE CHROACHMENT PERMIT AND/OR EN ISSUED. LAiEAIIAIEO PLANE JOINT AT AARaOXIMTELY &" INTERVALS -VARIABLE i -e'sJIN.74 Ft' 190m f.'2mWryct i sle�lk sw �, t5'> > � I wx a slww�.k �t0 wtl ! �°> se Ik ij ,I�,l (6')i I. M9ib emgYsa OCOO. tLwn u»ms� 1aA am a."i� m,saa Ilan° Cram: In @U^r A aq CY.a{I 6 Tw �r:amalre Am xt fiazW M Ue m'na. Cme A ikz �a's CfiOr,mWm 6arbtm2 RAV� SIDEWALK ON INSIDE €3F � UCKLE - 9 w 4�- i 6Sl-tlew emmmm m ve NO. C 047255 m I y em In, E p. 52/31/07 2a `F � Civil Engineers - Land Surveyors dnb Number: 136.6905 r,r,ean�m slqoN w +,meEa m^vmWaro. CURB FACc- ". f e as t� umV I / nMN damw° sMma '-bw nm jca � a aey rt P� REQU ENTB, OF SG1iJCKl.E SIDEWALK ONINSIDE STANDARD NO. a6S �'� � i 'J N sratt�atk B ash YeWSe > Gb. 8, ry O <i � b YVaaa vF N 4m JING THESE PLANS IS RESPONSIBLE C" AND ACCEPTABILITY OF THE DESIGN DISCREPANCIES ARISING .AFTER COUNTY ;TRUCTION, THE PRIVATE ENGINEER E ERMINING AN ACCEPTABLE SOLUTION OR APPROVAL BY THE COUNTY. V9 i �n��- AT FRONT OF SI@kWAJ.K ` T _ £ AE@IAL CdfN®UCTOR�ARETYPICALLY RE4-ilIREDTOSE ( z.lem.lkCASE ; ati trarm. mmcC oafY'="ISE tm.Y m b � im � 67� eMMt tlmm Rbl E vp P 1 <VI✓IDN9 {'Z CAL'[�T(Gj C'Q(¢j1rXE,N'('�j $IWvnik A Ln erl0 dGY tlm /^'.mom mM1 d� aE Ca P.mtd N DAT"E BY REF. DESCRIPTION N� PPR. DATE �ENGfNEER REVISIONS COUNTY GRiND AND OVERLAY NEW A.C. OVER A.B. SEAL -COUNTY - W COUNTY OF RIVERSIDE OFE !ok T N SPORTATION DEPARTMENT APPROVED BY: No. 33950 EXP. 6/30 KHA A. QT AN, DATE %06 Ia R. . 33 1 mil � q 6 KANE JOINT ATAPWVMAi YE RITERVMS LAiEAIIAIEO PLANE JOINT AT AARaOXIMTELY &" INTERVALS -VARIABLE tlf -e'sJIN.74 Ft' 190m f.'2mWryct i sle�lk sw �, t5'> > � I wx a slww�.k �t0 wtl ! �°> se Ik ij ,I�,l (6')i I. M9ib emgYsa OCOO. tLwn u»ms� 1aA am a."i� m,saa Ilan° Cram: In @U^r A aq CY.a{I 6 Tw �r:amalre Am xt fiazW M Ue m'na. Cme A ikz �a's CfiOr,mWm 6arbtm2 RAV� SIDEWALK ON INSIDE €3F � UCKLE - 9 w 4�- i 6Sl-tlew emmmm m ve NO. C 047255 m I y em In, E p. 52/31/07 2a `F � Civil Engineers - Land Surveyors dnb Number: 136.6905 r,r,ean�m slqoN w +,meEa m^vmWaro. CURB FACc- ". f e as t� umV I / nMN damw° sMma '-bw nm jca � a aey rt P� REQU ENTB, OF SG1iJCKl.E SIDEWALK ONINSIDE STANDARD NO. a6S �'� � i 'J N sratt�atk B ash YeWSe > Gb. 8, ry O <i � b YVaaa vF N 4m TV POLE OTHER THAN LINE TRANSMISSION P9LE8HAtL BE V9 i �n��- AT FRONT OF SI@kWAJ.K ` T _ £ AE@IAL CdfN®UCTOR�ARETYPICALLY RE4-ilIREDTOSE ( z.lem.lkCASE ; ati trarm. mmcC oafY'="ISE tm.Y m b � im � ` j{ f B°dER{lEhca PLUNEJQINTAT APROXINASELY S NTERVALS eMMt tlmm Rbl E vp P O Bee Wbz lv °nY:t B $IWvnik A Ln erl0 dGY tlm /^'.mom mM1 d� aE Ca P.mtd N CAST A $lpeealh sao vt iFa G 0 C emf® gm:16p szm4uGW in Rmmd p�AVm EXCEMSOM S. FADE OF POLE SNAIL BE PLACED I'd 8E59NDCURB PACE. CASE R I '� YC.s Y r gym: etlBe See 4 r `Av sTea of qa r¢rrV m¢9 mt [egrdN. a9 sltleeakfk tk@ 1fa pw az by MNrnm a�%�r d Xlv 1m9 AWB � i.R2 m (Sv,. iT M I L .CIBLE I ' C' idP 1St fi �• SlLspp(i< 'A`.f K eaNcmtamo-Mlty rely dEefiwn a nmimlan N'.OR C 155 mm 19C lu frpmet CURB FACE Sm IWs i � t £P v9 it k` Redfil�g � E. P.re and :m^P xMN Sn atAs1. m 4 M adA mn (tYf am 6 6 b aa�¢g of a 19� � _ zlaceel� I aPlxmwx$ C �lmtlrbo Rwr rmnPa b wiv. &amk a Mem M61 m PUN �i 1 °`ie a 1 s o� n+ s. mdPom spm., me tom wnm� maa�.ov wig b a°fa Aa+ am m rs cam lo„m r, I - da"� 1 { APPROVED or. ( OCUNI"OFRiVERVIT I S5ALKY1 sae mce . I5. Dan tl am®.ma wlray .wt� a>;n Dna-ra: s (a ra��Q '� rsv nn :s'f *m T rt IEVB B T f r. Ra adT d 5Aa aeMtlxhln (e15 � `� m��eRfmm yr : -: S.u>a:k % 6m 6a IIap Im4l$I 9PI<E➢ TRVO 2 Saadk au' rmP Nubem. Y. tlre¢ !e W nen i3 }/E ^ idnkmim. m [. i, _ iraamtk /> - \y _ (1%.i 4 mtlen iA'e mu�� W.'JwImIM oNw cv�Cm --0 . tJ" C wxer m wp�rvna m`°0'"�.�.'e mnl.rm+I mM1 D Z \ �. ® IA foe rthGR w1w5mR jnewY 0q RNBMMI N artd uDmn MI1 b c[ tiw bnhpE9lrs aAon. 'sts dMrvlm P+irn.+ em xms! over -i1A'IF E LInIx u ®g�y� .fnsSwlk lt, NNS el ED IgN�MEQ DOME A alarm ANw - t= RF-(RQtIT' .k11 !- �C_UAB' F catt-a caro oPa easxc TYPICAL E -RAMP D slae,xlx I � sentc aF Cu:ruxxBa !;ORNER iN9"f I' ATI('1Y WARNING SURFACE oranvmevi of taulm anon as )o mb 9 p two. culls RAMP DETAILS leullm I I ✓ j ¢ ^.e^.'$'NPS�Q .^Iav fa 'Ica. of ttt°f SkcMS eZ kw� c.bin u�ffi See \et° 9 'S - Iva sKh*<oF uuw�aA %mntl2cet 1_sbn%IM11; tBt reCl �ISb�eryvawed •1 ¢ j �\ f, y � Z°Ib- Y tle tw z�z�Sc�nWln m�l �vt m 4rt°:nt:y =urG V, qy r1CrpvElvgobte. Spx Y.u'FmmM"e4 `Se wgl Irg M Mls rybtla4l ¢, I i y �'Tro i � of .cam f r I ! Wsu¢lh^1^Pz'�tmf 4A it ml� e � 089 p�pB�q �pfl � I AIT L4 Nd0-RAMP CORNER INSTAUAIlON a ac w.< ' .7 s«rmm sSECTIUtt B -B e5x ffi��Rw a�N�xSA ,jYPLCAL _ P =*='M s'a�Ik �,es'I.m w� s sEcnon' c -c L_UCTS STA i REVISED DUAL UNITS STAN➢AR➢ PLAIN PSP h88r7 � _ _ 83 KANE JOINT ATAPWVMAi YE RITERVMS LAiEAIIAIEO PLANE JOINT AT AARaOXIMTELY &" INTERVALS -VARIABLE IADL as.R -e'sJIN.74 Ft' - .S MIN T9 FL . ?E� F t RAV� SIDEWALK ON INSIDE €3F � UCKLE g " s S.,c j TOQ� K'9Pd'EXF�tl810N MRFB31Al. NO. C 047255 m I y em In, E p. 52/31/07 2a `F � Civil Engineers - Land Surveyors dnb Number: 136.6905 SIDELWgU( C � I2°FJU+AAb51ON 9&.4TER!AL CURB FACc- ". R,ACCEE- i•'OR4�CESS RAMP .. REQU ENTB, OF SG1iJCKl.E SIDEWALK ONINSIDE STANDARD NO. a6S TV POLE OTHER THAN LINE TRANSMISSION P9LE8HAtL BE -UTILITY POLE, MEN AL4.OlM, ANALL ME PLACED BEHIND SIDEWALK 'i EXCEPT: T. TRANS�ISrWON P MMER P49.E5 iSEEEELOWj. i �n��- AT FRONT OF SI@kWAJ.K ` T _ £ AE@IAL CdfN®UCTOR�ARETYPICALLY RE4-ilIREDTOSE ( ,�rvPWCED R13OCATEDTOAN LOCATIOU T, ED"EJOWATAPROMMATELYFINTERVALS ` j{ f B°dER{lEhca PLUNEJQINTAT APROXINASELY S NTERVALS - Lj 910EVdALX RE HYDRANT T-0 FROM SIDEWALK& TFROM CURB RETURN UNE MI ro Pi. i, rRE HMRANT TO FR069 SIDEWALK& I'ROM CURB RETURN LINE FL �TRANSMPCV4ER POLE (OUV ANO i1NF. FOR gROU(ISTPAF rOtALK EXCEMSOM S. FADE OF POLE SNAIL BE PLACED I'd 8E59NDCURB PACE. -- -- 2 SIDEWALKAIDENINO REQUIRED -WEDETAIL C 1 a PREFERRED LOCATIOIB N BEHIND SIDYYA4K{Bff EASOVEL MEN 81 EAI FACE OFTRANSIANIACNPOLE `S SI06a3YALK (PLA OT�°BEPUfl41 I L .CIBLE I ' C' idP 1St OFAC FACE { FOF CURB. `. R81N MIN. MIN � ` 1 I "LIN I" CURB FACE CURB FACE - I FORACCIE SRAMP _. _ ACCESSPREQLlIRA4E5dT F+IR L!i RE91iRiMENFS, SEE STANDARD NO.4al 8L0EWALKATJNTERSECnQN ( SEE STANDARD ROAM TPD' SUIANGOR NATSRiAL tlx° EXPANSION MATERIAL NOT T9 SCALE 1N13T TQ SCALE ' _ t. VARIABLEDISTANCESTO STO ON BLENIMUMTYPICAL R@AD SECTION STAP�A,ISBd 9. VARIABL£Ll.ex'TANCES FQ�S(961MJ OSSAPRJCASi,E Tt`s CAL ROAD SECTION STS. i.00NSTRUCiiON iD BE 9FfiA£�S'B°C,bNCRETE+b°APINIP9UR8 THIO. C AN W 2 CONSTRUORON TO BE OF DSASB `B° OCiN6?iEfEY 0.MN199ULq TIi[C46VES5. CRETE i APPROVEDW; ��ItN� COUNTY OF RIVERSIDE ALF, I 1 { APPROVED or. ( OCUNI"OFRiVERVIT I S5ALKY1 �R. RaCE 1wv POLE WALKA-URR) , CAM „ 3M_tEISI. IAFPU 4 IREHYDRANT aIITVEC®T � pDRQA. N DU($p 4 � @ J IEVB B (�8 ' BV APND CAI£ -" r STANDARD .4Q� Ir,f4 -i1A'IF - ---- RCdJ VARIES B' Re9AMO VtRDTH - TO rr@8P91MT -<m-11YC fF8°O.^r., , I 2 SHEETING." .. L. r me NOTE 93- i /. Y ' 1 I„y< �!y NOTE 64 ' E%TEtd6-eu PLASM -. SEE LING 7 BEWWD GOA!CFIETE SEE RTJTE2 - NS%M`L RRIAiNE=MPRCM 9MM1N.RE?ATTvTCBPARACTB}4 .L� SIDEWALK 6p.IAQEN1T TO CURED I` PARKIRAY Ra7ADDED ADTN=,,�, �t<aR. fA{$SIGEV VAad�$ -- 4AATM 1S 9 PARWAY m., ... s s rt TPARKWAY Z �1 I - �Iuz iPa1N.; I IL1 11 1 I (I - 6MJLPLAsncj� IIT SHEETING. NOTE / SEE NOTES - - --��' NOT TO SCALE -- k, EXTEND O M LPLA&TI O 51?STEETING2'REYOND TE. SEEPM?eM2. $ERS WC R-ELARYS G%WA_''WN 6MIN, RELATIVE MEAN E 51U ON 21' PARKWAY L"iEWALKN@'I'Ai9a'A4'�RT TQ ta44R� IN �S' ¢' e$Y - NQiE -- 4. A "fE IgE ORA LsW SELECT WI ERIAi VWI.N 80IL154 €104GICA7'Ea ' OF CONST IL TIO SHALL 3. ALL CAN&SR42CG 60 SHA4S BE C.i.,.SS °� CDAdDRE'!'E. 3. EN I GSIDf6NASA F6GK 5VLFATEOON-ieNT, SPECIAL LONSIDEfdRTHO[�i ARER ZER)1Rw CAflrB tGTV3N YB.SAj. ' APPROVEDBY: - _ CCU" OF RVERSIDP 1 I r>A7as, TrrlSrfr¢ I ! PIRECNROFTRANSPORTATON 'S1® ARRC AND CURB GEORGE A. dOkNSONr RCE VP3)9 REJ91P8i9 ..4REY BY: 'AIW4l AA'vE REY. IY: APAX Q47E SEAL -ENGINEER PREPARED BY: ell Ess ° '` 16398 Commerce Center Dr., Ste. 280 §,,-_ L 'a� Rancho Cucamonga, California 91730 . ?E� F t Phone (989) 581-8676 g " s S.,c FAX (969) 581-0696 NO. C 047255 m I y em In, E p. 52/31/07 2a `F � Civil Engineers - Land Surveyors dnb Number: 136.6905 tly. ate: June 8, 2 4 da gTIVI� O¢�Ya� of CAL1 161 4w `1 l STEVE L. ELIS-RCE047255 DATE SEE SHEEN NO. 9 87ANDARD NO601 COUNTY OF RIVERSIDE PUBLIC STREET IMPROVEMENT PLANS FOR "l)C I ^'-I ROAD 1 E., SHEET NO, OF�1 SHEETS SCALE: FOR: PJ.O. GOUTYP� AS SHOWN FILE /�B�PP HORl20NTAL:s.- VERTICAL: AS SHOWN