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937-P TR 29495-6 12/31/2005 Street Improvement Plan RileyCr,Maier Cr,Cinnamon Creek Cr,Red A CONSTRUCTION NOTES & QUANTITIES: STREE IMPROVEMEIVT PLAIVS GENERAL NOTES: QUANTITIES ARE FOR BONDING PURPOSES ONLY - CONTRACTOR 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO BID PROJECT BASED ON HIS OWN "TAKE-OFF" TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN 55,,102 SF ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, (D, - CONS7Rl/CT 0.25'AC 0kf_R ........................................................... 1,010 TON /6 DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY 0.50 AB CLASS 2�........................................................................ 1,0,39 CY TRAC COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF 56,002 SF IVO. PROP. BLOCK WALL CONSTRUCTION ACTIVITIES FOR THIS PROJECT ADDITIONAL STUDIES AND/OR PERMITS MAY CONSTRUCT 0.4X AC OVER ........................................................... 1,ZU TON WATSON RD. / / AT EASE. LINE BE REQUIRED. 0.67'AB (CLASS 2�........................................................................ 1,�89 CY � ��I�� J J ��J TRACT 294 95-4 WA TSON RD. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK to- CONSTRUCT TYPE A-6" CURB & GUTTER PER IP#020004-EX, RIV. Co. MAIER CIRCLE CINNAMON CREEK R/REPS/DE COUNTY S7D. No. 200................... �187 LF RILEY CIRCLE SEE SHEET AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES PERMITTEE MUST INFORM o- CONSTRUCT CONC. SIDEWALK PER RIDERS/DE MAINTAINED ROAD �� J J J SEE SHEET SEE SHEET IRCLE-SEE7SHEET NO. 5 CCOUNTYONRTR CT7ONO PHONE(909)SCHEDULE ATLEAST 48 HOURS PRIOR TO BEGINNING OF COUNTY SM.. No. &V & 401......................................................... 25,560 Sc_ NO. 2 NO. 2 NO. ✓ o- CONSTRUCT 10' CROSS GUTTER Af SPANDREL PER R1WRS/DE M L3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD COUNTY STD. No. 209 & 20.9A...................................................... .34i8 SF IPJ020007 LS LOT NO. 816. S� CONSTRUCTHiUOIC4PACCESSR4A/PPER � _ = a - - _ - _ - - _ - - = - = = = s � = css - = - - - � - _ = PROP. BLOCK WALL 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY RIkERS/DE COUN7Y STD. No. 40.9 t1C4SE A�.................................. 9 EACH TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST A T EASE. LINE CONSTRUCT OR/ICE APPROACH PER R/12rRS/DE EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS Go- I I COUN7Y STU. No. 207..................................................................... 6,767 Sr- 33 32 )27 5 24 17 16 8 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTAL To-PLACE STREET NM/E SIGN PER COUNTY OF I 34 31 23 1 $ LS LOT STREET CENTERUNE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 461 PALOMAR RNERS/DE STD. No. 816.................................................................. 5 EACH �� \ 15 (TRACTS AND PARCEL MAPS ONLY). -PLACE STREET L/GH73 SHOihv PER COBBLER CT. r STREET SEPARATE STREET LIGHT PLAN........................................................ 12 EACH - - - - - - = 6. ALL UNDERGROUND FACILITIES, WITH LAT.rRALS, SHALL BE IN PLACE PRIOR TO PAVING THE 0 I 35 30 22 19 14 SEE SHEET STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING.- SEINER, WATER, ELECTRIC, GAS, Bo-REMOVE EX/STING alfRR/C40E.......................................................... 1 EACH I I 2� I NO. 6 STORM DRAINS 9a-REMOVE EX/S77NG DEL/NEATION........................................................ 4 EACH I� � \P� ' � I I I 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED l�0 -S4N'�'UT AND RfM9kE EX/S77NG AC. PAkEMENT✓DINED N'/TX I V 0 1 I 36 29 28 21 2 0 13 ACCORDING TO COUNTY STANDARD N0. 206 AND/OR N0. 207, AS DIREC70 IN THE FEATHER Okf-RL4Y RE 7 ✓O/N DETAIL HEREON................................ 17,521 SF � I LAJ I I�•� FIELD. -,PLACEE STREET TREES PER GENERAL NOTE I 0 I 1 s� - - 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND NO. 11 SHEET 1 OF 11................................................................. 42 EACH I� 1 � � 1 a on MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT -RGb40WAY EXC4VA770N..................................................................... 75,074 SF I r`�3 y LIMITS AND ITS SURROUNDINGS TO PROVIDE SALE PASSAGE FOR THE TRAVELING PUBLIC AND _ /I 1 1 2 3 4 5 6 7 8 9 10 11 12 WORKERS UNTIL THE FINAL COMPLE77ON AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. - U77L/7Y 7RENCH................................................................................ 1,500 LF - __ _ _ _ - - -- - - 1 __ _ CRANBERRY R A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO > INSTALL STD S/ZE REFLEC7IJR/ZED STOP SIGN (R>� ON METAL I -=- - - - -�� I 3 7 STREET N4A/E SIGN POST AS PER COUNTY OF RIPPERS/DE II I LS OT OBTAINING AN ENCROACHMENT PERMIT. STD. 816 AND PLACE 12" 7HERMOPLAs77C LIMIT LINE PER 1 � I RED PPLE D. 04L 7R4NS STD. PLAN A24E............................................................ 4 EACH I O 10. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS SHALL BE TAKEN BY THE ® ` SE� SHE pp COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECT70N REQUIREMENTS REMOVE"EXIS77NG PAkf-MENT. 444 SF � \ J f�1 `N0/.�4 � o USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 11. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS LEGEND ` I �J FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL l 1 I I �� \ BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. BCR BEGIN CURB RETURN BEPR BEGIN EDGE PAVEMENT RETURN \ \ l _ I =I O> f 1 � ASPHAL T7C EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE ,FOR END CURB RETURN EEPR END EDGE PAVEMENT RETURN L� j_ OTTE CIRCLE I D I N ( I W f)(� I I s STANDARD SPECIFICATIONS LT. LEFT EPR EDGE PAVEMENT RETURN / I 1 I V T 1 v 1 13. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499 I I CN N V I I C I A. CUPANIOPSIS ANACARDIODES (CARROT WOOD) OT ON TANGENT }� T V RT. R1GHT I I 11 1 I C3 I 1 V 1 B. LIQUIDAM84R STYRACIFLUA (LIQUID AMBAR) VC VERTICAL CURVE I I J I C. PYRUS KAWAKAMI (EVERGREEN PEAR) CL CENTERLINE I I I 161 P/ POINT OF INTERSECTION I ( y\ I I Q I I J I I I 14. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET EL Y, WL Y EASTERL 1, WEE7FRL Y I ( \ N I-I O I I LIGHTING PLAN. SLY, NZ Y SOUTi'NERZ 1; NORIT/ERL Y I I � � y I I 15. AS DETERMINED BY THE TRANSPORTATI0N DIRECTOR, THE DEVELOPER IS RESPONSIBLE I I I AS A MIN/MUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO Q TC TOP OF CURB A. If !/ I I /P# 01 I 1 RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO FL FLOW LINE _ - - - I 1 MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. �OER STREET _ ER EDGE OF PAVEMENT ` - - ' - ! ! �_ 16. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED P.C.C. PoRTL4N0 CEMENT CONCRETE � � - � � � y - _1� WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS (� - - - - - - - ' CIDER STREET p ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER C.B. CATCH B4S/N p STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPE ENCROACHMENTS PROP. STREET TREE y N SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADM/NISTRARON OF -X EX. CHAIN LINK FENCE 3 IQi LANDSCAPE ENCROACHMENTS" DATED DUNE 1990. EX/STING BUILDING �� I 17. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE F.H. FIRE HYDRANT PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION 2' MIN. OVERLAY(OR AS DIRECTED) AT r�-� CIDER STREET DEPARTMENT. EX/S77NG CONCRETE 0.10' MIN. THICKNESS. TRACT 29495-1 �t LT. STD. EX. ST. LIGHT SAWCUT 1' MIN. R/W FUTURE P R 0 P 0 S E D R/w j�\J��J J r\ ram\j �J I.P. NO. 020004 18. A. A CONSTRUCTION PROJECT DISTURBING MORE THAN ONE ACRE MUST OBTAIN A w EXISTING PAVEMENT. GRADED �OULDER 58 �� / NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. S/w EX. SIDEWALK 4i 88 1�1J�1 217J OWNERS/DEVELOPERS ARE REQUIRED TO FLE A NOTICE OF INTENT (NOI) WITH THE STATE W.M. EX. WATER METER 2' MIN. k 1' 64' WATER RESOURCES CONTROL BOARD SWRCB, PREPARE A STORM WATER POLLUTION 6' 18' 12' 32' 6' 6' -INDEX MAP PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE EXIST. PAVEMENT V IES Ar Q 2 1 W.V. EX. WATER VAL{�E _ - - - - - NEW PAVEMENT 7 - 2' �0' 2.0.E �• 2.0�' �0• 2,� 2: B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A 0 EX. MAN HOLE - - - - - = - 150 0 150 300 450 COPY OF THE NOI WITH A VALID WDID NUMBER. 1 III III-III_ I - PROP. CHA/NL/N/( FENCE -� - - I I-i I I- � - I I W � -� PROP. BLOCK WALL 3 A iQ1 2 I 1 19. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE JOIN D E TA l L W 31 1 U j INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND DIRECTION OF FLOW N.T.S. � `3 Scale 1 - 150 STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT QI O BOUNDARIES, UPC',".' 774F REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE PROPOSED STREET L/GHT Q)I I TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDIC77ON OF THE DEVELOPER. � W1/2 3W1/4 SFG. ll, T.55., R.3W. TYPICAL SECTION R/w R�1, 20. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, LS EASEMENT R/W R/w ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR 88 WATSON ROAD 60' SATE CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE 5' P R 0 P 0 S E D F U T UDR E (PUBLIC STREET) 40' N. NA T50N RL2 TRANSPORTATION DEPARTMENT. 56 4, 32 COUNTY OF RIVERSIDE STD. 103, SECTION ';4" 4' 6' 20' 20 6' 4' 6' 6' 32' 12' 8' 12' 6' 6' N.T S. 0 LEVEL LINE? A 6 1 R = 40*, T 1.=7.5 27 k 1.7%_ 1.7,T 2q „�J LEVEL LINE? cRaNeeY RIW R/W ti -I I - I I -III--1 P` �Y �Y ►Y ,�u I I - -III_ I I =1 I_-1 i' _ - - I I _ - W I I W I I c/ale sr.W I A Or GRADED so 2 Q 1 2 Q �, 2 Q 3 SHOULDER 36' 3 I cif 3 u 3 W 6' 6' 78' 18 6 6' 0 3 3 2 MONUMENT • a 0 LEVEL LINE 0 2�1 � o �I I 2 NOTE. o 29 k0 0 I k0' 2% 3 O� O 1 I 2--� 2_0%� ?, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONMENTATION AND/OR -� I PIN.4 TE RD. BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. DRY UTILITY TRENCH -I -III_ I -III- -� -,I r III I 1=1II. DRY UTILITY TRENCH 74 Y/G/N/ M�4P SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE �u WI 31 I MAY BE LOCATED ON EITHER MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL TYPICAL SECTION �I 2 31 I �i I 1 2 SIDE OF STREET R/W TYPICAL SEC T/ON N.r.5. ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD PALOMAR ROAD ALONG TRACT BNDRY. 3 3 RED APPLE ROAD OF SURVEY, AS APPROPRIATE SHALL BE FILLED BY THE LICENSED LAND Q: cc I I SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND (PUBLIC STREET) o p COUNTY OF RIVERSIDE STD. 104 SECTION A' o � � I N.T.S. � SURVEYOR'S ACT. Underground Service Alert STA. 113+47. 17 TO STA. 126+86.81 � � � INDEX OF SHEETS: COUNTY OF RIVERSIDE STD. 102LL R = 35*, T.I.=6.0 BENCHMARK N.T S. DRY UTILITY TRENCH BASIS OF BEARING SHEET NO.(s) DESCRIPTION 0Ef ORE y R = 40*, T I.=8.5 MAY BE LOCATED ON EITHER TYPICAL SEC T/ON 1.1 MILES SOUTHWEST OF LAKE SKINNER DAM FROM THE INTERSECTION THE CENTERLINE ANTELOPE ROAD Call: TOLL FREE SHEET # 1 TITLE SHEET �P oc SIDE OF STREET R/W RILEY CIRCLE OF BOREL ROAD AND BOOTLEG ROAD, 118 FEET NORTH OF THE AS SHOWN ON TRACT 4540, M.B. 74/62-63 SHEET # 2-6 PLAN AND PROFILE � MA/ER CIRCLE CENTERLINE OF BOOTLEG ROAD, 21 FEET EAST OF THE CENTERLINE OF RECORDS OF RIVERSIDE COUNTY, CALIFORMA� BOREL RD. 8 FEET SOUTH OF A TELEPHONE RISER, A 3-1/4 INCH AND BEING N 00'21'19" W SHEET # 7-8 CROSS SECTIONS 1 -800 * INDICATES R. VALUES ARE CINNAMON CREEK CIRCLE STANDARD MWDSC ALUM/NUM DISK, SET FLUSH, IN TOP OF, AND IN THE SHEET # 1 OF 1 SIGN INVENTORY PLAN 2 Z 7-2 6 O O PRELIM/NARY AND WILL BE COUNTY OF RIVERSIDE STD. 105, SECTION " CENTER OF A 3 FEET WIDE CATCH BASIN, 1 FEET EAST OF CURB FACE. SHEET # 1 OF 1 STREET LIGHT PLAN PER SOILS ENGINEER. N.T.S. R = 35*, T 1.=5.5 MWD DESIGNATION: SO 6 1 TWO WORKING DAYS BEFORE YOU DIG NA VD 88 ELEV. 1401.44 NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL PlM15 BY. BENCHMARK: SEE HERE ON TRACT NO. 29495-6 I.P.NO. 030150 SHEET No. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR TRANSPORTATION DEPARTMENT a wx Of Ess/ APPROVED BY: E COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED � �� 0 -r ex� �R� l ENG / N E E N S SCHED ULE A � Civil Enuring • Surveying Manning o 1 6820 Airport Drive, Riverside, CA 92504 STREET IMPROVEMENT PLAN of 6 SHEETS NO. 33950 K D MAN DATE: NO. 23713 Tel:(909) 688-0241. Fox:(909) 688-0599 THE PR/VATS ENG/NEER SIGN/NO THEs'E PLANS /S RE3'PoNS/BLE FOR o ASSURING THE ACCUR4CYAND ACCE9 IL17Y OF THE DESIGN HEREON. �t EXP. 06-30-06 tt R. E. 0 ♦r EXP. 12-31-05 yt (Azbr ye IN 7Hf-EVENT OF D/SCREPANC/E3'ARISING AFTER COUNTY APPROVAL OR DURING CDNSlRUCT/ON, THE PR/VATS ENG/NEER SH4LL BE RESPONSIBLE CIVIL ��. CIVIL ��, Coy ems. GE 23713 Grp 12.31.06 Wore FOR DETERMINING AN ACCEPTABLE SOZ 1-177ON AND REVISING THE PLANS 9�OF \F �'� 9� CAL\� „- , �- , FOR: ENGINEERS C 0 U NTY ti FOR AP /Y THE COUNTY. MARK BY DATE REVISIONS APPR. DATE RECOMENDED 6Y WILLDAN DATE: DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HORIZ. 1 -40 VERT. 1 -4 FIESTA FILE No. 5706.CC FILE No. File name: U.•\DRAWING\ASHBY\5706\29495-6\ST01 • 39.27' CURB RET. 39.27' CURB RET. 4 4 0 vi p + PROPOSED T.C. GRADE 4 PROPOSED T.C. GRADE 6" CF (18' LT) 6- CF (18' LT) 1, Ca TAN=0.50X 0.50% 0.86% m v TAN=0.50% m0.86% 0.50% mM 1465 LT p 1465 LT 1465 LT o m 1465 LT O m V._ C.1 Z Z^ ZO O U+ O c EXISTING GROUND AT 0 mAt W m m CENTERLINE _^ 7 EXISTING GROUND A j^ ` - - 0 PROPOSED GRADE A T W b <o C�►TERLINE h k z O �b A N CENTERLINE ow p PROPOSED GRADE AT + TAN= -1.50% ' CENTERLINE W �' 0.99% + TAN= -1.50% 0.50 0.99% -17x 1.58% 00 0 00 0.50% 1465 CL -1-ix 1.58% to 0 0 o p _ _ 1465 CL 1465 CL o� p p o � +_� N� �� O�y� 1465 CL C O Q0 pp O U O O �F N + p�M O b M Gobi i0 0 O O O O b V1 O IV►� O + 00 op i W O 1 ti + `f a N + p O O }W }W t^y O6 .► .N O_ Oto �1� D: �� N�� -o �Fh t OMiN M N NO MOh C� 0 p p ^N ..b V) C1 (n Oi F aa Cp CO i W O +W O ._O Q Oi + 7 W .� .� Q tp a> V> > U> y O< + i�p �h Nbh � �b i�W R W W �+ ON �� b ��p H y J >J >J C + + oa M N V H O� In W W ) y W (n m W , W W <•t < > > Z > > j v 50 VC -, N b N ~`�° m j� c�J �+ m W 50' VC W P1=67.66 Ho (L a- �> N� o mW 50 VC �+W PI=66.61 m W 50 VC W PI=66.27 PROPOSED T.C. GRADE Pl=ss.22 PROPOSED T.C. GRADE 6" CF (18' RT) 6- CF (18' RT) TAN=0.50X 0.50% 0.50% TAN=0.50% 0.50% 0.50% o 00 o m m 0 4 0 4 0/4 0/4 CD 1465 RT 1465 RT 1465 RT O Mo _ / / m 1465 RT O 0 00 m mm 0 4 IL 4 0/4 0/4 � u'i + ± Q F m / / + o z so z jp = V V O_ Z� 0 O M M O O n pZ^ Z O CI O Of O m �+/ � �/ � � �/U F' M N W > O O wi ar b o / / / /W N U W >J W V m � m~ W m > > > W 39.27' m W W >W m �W h > CURB RET. 70.48' VC m; W W PI=67.55 39.27' C 0.48' V - CURB RET. 7 .48 140.95' ON CURB 140.95' ON CURB PLAN SCALE.' 1 " = 40' PROFILE SCALE: 1" = 4' 10+00 1 1 +00 12+00 13+00 10+00 1 1 +00 22+00 13+00 RED APPLE RD. RED APPLE RD. SEE SHEET 4 CURVE TABLE SEE SHEET 4 w' m NUMBER d= L=' R=' T=' CIO0 o j C60 90.00,00" 39.27 25.00 25.00 rn o m h 28 27 V 26 C61 90.00'00" 39.27 25.00 25.00 co r o tit 36 35 34 1 c �, j p C62 16.15'37" 31.78 112.00 16.00 Q + j C63 16'15'37" 31.78 112.00 16.00 + U �„ 20 W C64 212.31'13- 140.95 38.00 130.29 k 2 = ) +'o '� °p L=4 j � 6 c S C65 90'00'00" 39.27 25.00 25.00 (Ado O �m W 50.00, O C66 90,00,00" 39.27 25.00 25.00 C + E.C. 7 W 50'00 � 5 :E�C.R58.00' h 38 25 C67 16'15J7" 31.78 112.00 16.00 5 96 Qo s L=28• a� < C68 16'15'37" 31.78 112.00 16.00 58.00' L=24 33 .o `'r " o Q, C6 7 c+ C69 212'31 13 140.95 38.00 130.29 60 ` C62 Ut o, s•,r T w r v O 4 ao o •� °° 3 �c - o � jN00*11'4j7-_ 1 - c+ �' 3.00' + N00'11'43 E 193.00' & } I c} rod �9°� c 2 �� 15 G66 C68 yr0 2 ��,� �� ,� CONSTRUCT/ON NOTES: 5 G6 63 ry 32 CL INTERSECTION >�s \% 2 4 L=28. �O �-CONSTRUCT 0.25'AC OVER �s �% STA. 10+00.00 Ab4/ER CIRCLE rn c s g 58.00' 0 38' CL INTERSECT/ON / O.SO'.19 tCL 4SS 2� T INTERSECT/ON � •� 58.00' L=28.,38, STA. 15+56.00 RED APPLE RD.v + B.C.R. o m SO, STA. 11+93.00 MA/ER CIRCLE CONS7IPUCT TYPE '.4-6' CURB & GUTTER PER STA. f0+00.00 RILEY CIRCLE � o R/W o RADIUS POINT o Mi m m 00' STA. 12+78.00 RED APPLE RC. + B.C.R. m m SO 00• STA. 11+93.00 RILEY CIRCLE o o +o , L=4 7 p m 31 R/I�ERS/DE COUNTY STU. No. 2a10 rn o p U ca W L_47 50' h ? v � CONSTRUCT CONC. SIDEWALK PER R/YERS/DE O + `F 2 1 w p COUNTY STD. No. �� et 401 O + p+ 2 9 -V O 3 0 Z 1 y m W 2 2 2 3 caysrmcr COVNIr ST01 NO 1095 et 209.4 SP.4NOREL PER R/YERS/OE J v 5� CONSTRUCT 114ND1",F ACCESS fA.VP PER ti HYERS/DE COUNTY STD. Na. Of (CASE A) To- PLACE STREET NAME S/GN PER COUNTY OF RED R/I�ERS/DE STD. No. B16 APPLE RD. RED APPLE RD. SEE SHEET 4 SEE SHEET 4 Underground Service Alert R I L E Y C I R C L E M A Z E R C I R C L E Z f-E r°G� Call: TOLL FREE PAVEMENT LEGEND 40 0 40 80 120 CONSTRUCT 0.25'Ac OYER 1 -8 0 0 o s0'A9 t1CL4SS 2) 227-2600 Scale 1" = 40' TWO WORKING DAYS BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL PLMS PRD%W W. BENCHMARK: SEE SHEET 1 SHEET No. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR TRANSPORTATION DEPARTMENT � TRACT No. 29495-6 /.P.NO. 030150 GRADING PERMIT HAS BEEN ISSUED QRO�a /Gt APPROVED BY: � QR°�E � E'N G / IV E E R S CO UNTY OF RIVERSIDE 2 0 SCHED ULE A N L /O Ci►M ErVne rt Dri • surveys 92504 STREET IMPROVEMENT PLAN of sHEETs o 6820 Airport Drive, Riverside, CA 92504 6 THE PRIVATE ENG/NEER S/GN/NG THESE PLANS /S RESPONSIBLE FOR NO. 33950 70 KHAL 0 MAN DATE: NO. 23713 Tel:(909) 688-0241 Fax:(909) 688-0599 -- ASSURING THE ACCURACY AND ACCEPA8/L/TY OF THE DES/GN HEREON. * EXP. 06-30-06 * R.C.E. b5of EXP. 12-31-05 Undar d i, / RILEY + MAIER CIRCLES W /N THE EVENT OF 0/SORf,0"C/ES ARISING AfTER COUNTY APPROVAL OR &fff w_ or mm*. G�c.._.._ Dda- �- r~E 13713 Fxp 12.31.Q5 Dbte Q DURING CONSTRUC770N, THE PR/PATE ENG/NEE7P ShG4LL BE RE3PoNS/BLE �J�• CIVi� ��. j�. CIVIL o FOR 0 7ER&1N1NG AN ACCEPTABLE SOL UPON AND REVISING THE PLANS ' � S� � � FOR: == ENGINEERS C 0 U NTY 417 � �- FOR APPROVAL BY THE COUNTY � �L\E OF Ch� DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HORIZ. 1 =40 VERT. 1 =4 FIESTA FILE No. 5706.ce FILE No. a MARK BY DATE REVISIONS APPR. DATE RECOMENDED BY WILLDAN DATE: - 39.27' PROPOSED T.C. GRADE CURB RET. TAN=2.96% „ , 1475 LT °/ °r °/ 50, �� s CF (18 LT) 1475 LT PI=72.44 0.50% TAN=3.41% 0 0 o m j U ui + �F U± U Z U U MU)41 31.78 50.00' Cr m -' N U ON CURB � EXISTING GROUND AT 0,� z 147 oRB 0 m W CENTERLINE PROPOSED ON UGRADE AT 147 5 C L 5 C L CENTERLINE +� TAN= -0.50% TAN= -1.50% N W 0 00 0 -1.7� 2g196 to Ln 0 0 0 0 0 o 00 cn + 0000 O O p O O N OW O O ^ �� •t►•� ^N o 0 nM + i .N O� O Y+W o +t�j �n N^ : Nt\ O CL _ _ _ O* OQ O O ^^ ^� mLj 0j N WW ti Q Q m W Q_ a ^ "' o f LAJc~n w 50 VC J J Q U PI=73.50 �W 50' VC PI-72 41 PROPOSED T.C. GRADE 1475 RT TAN=3.41% s" CF (18' RT) 1475 RT 0.50% 0.50% cz U .r�U OU m� m 0: �/4 F- �/4 N �/4 ►- 11/4 - to N O p rY O O a O O O O U = U m O O Z± Z OAJ O , , U OQ U m Uj >J W U J W J 0/ A/ A/ 70.48' VC �i W 39.2 7' P1=73.37 CURB RET. 31.78' 50.00' PLAN SCALE.' ON CURB ON CURB 140.95' ON CURB 1" = 40' PROFILE SCALE.• 1 " = 4' 10+00 1 1 +00 12+00 13+00 RED APPLE RD. SEE SHEET 4 s ' v 30' 30 CURVE TABLE 0 20' 20' o � U NUMBER d= L=' R=' T 1 m C70 90"00 00" 39.27 25.00 25.00 2 + j o C71 90*00,000 39.27 25.00 25.00 U m C72 16.15 37" 31.78 112.00 16.00 Ot U p _ C73 16'15 37" 31.78 112.00 16.00 (' co L-47 C74 212'31'13" 140.95 38.00 130.29 1'�tECR R/IM1' � Lai50 00� gy 58.00' L=28.38 <5 %� CL INTERSECTION �jp °f. 1 C72 �� 10+00.00 CINNAMON CREEK CIRCLE F o 3 ��, LOT D 18+34.00 RED APOPLE RD. k6 4 00 p' I• N00.11'43"E� 193.00' 1 f " Cl N MON CREE CIRCLE c,'1 °' c73 14 o, 5 58.00' L=28..78• /w) o o CL INTERSECTION " pIk + BCR 5000, - 29' 11+93.00 CINNAMON CREEK CIRCLE CONSTRUCT/ON NOTES. oo U U L-43• - p to-CONSTRUCT 0.25'AC OPER + d U 0.50"A6 �CL4SS 2� Lo m W Q 00,VS7R11C7- TYPE 74-6-CURB Af GUTTER PER �o � Q v R/kERS/DE COUNTY STD. No. 200 Q- CONSTRUCT CONC. S/DEWALK PER RIkERS/DE COUNTY 57D. No. 4010 at 401 0 CONSTRUCT 10' CROSS GUTTER et SPANDREL PER R1kf-RS/DE COUNTY S7D. No. 2O9 & 209A t Sa- CONSTRUCT HAND/C4P ACCESS R oWR PER RED APPLE RD. R/MERSIOE COUNTY STD. No. 40J (C4SE A) Underground Service Alert To- PLACE S7REE7-�IG4A/E SIGN PER COUN7Y OF SEE SET 4 R/IkERS/DE STD. No. 816 P` e�F�RE rOG� Call: TOLL FREE CINNAMON CREEK CIRCLE PAVEMENT LEGEND � �' CONSTRUCT 0.25'AC OMER 1 _8 O 0 40 0 40 80 120 0.50'AB (CLASS 2) 227 2600 Scale 1 " = 40' TWO WORKING DAYS BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL PL"M1kc US PRD%W BENCHMARK: SEE SHEET 1 TRACT NO. 29495-6 /.P.NO. 030 ,50 SHEET No. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR TRANSPORTATION DEPARTMENT GRADING PERMIT HAS BEEN ISSUED QROFESS�q APPROVED BY: �Q�p�ESS/ CO UNTY OF RIVERSIDE ,3 A. 0 eA E N G / N E E R S SCHED ULE A Civil Erob"rkig • Surveying • P/ennrn9 0 6820 Airport Drive, Riverside, CA 92504 STREET IMPROVEMENT PLAN of 6 SHEETS N /7/E PRIMATE ENGINEER SIGNING 711ESE PLANS IS RESPONSIBLE FOR NO. 33950 KH D 0 AN DATE: NO. 23713 Tel:(909) 688-0241 Fox:(909) 688-0599 0 ASSURING 7h'E ACCURACY AND ACCEPAB/L/7Y OF THE DESIGN HEREON. * EXP. 06-30-06 it R.C. 3 it EXP. 12-31-05 ♦r user me CINNAMON CREEK CIRCLE IN 7W EVENT OF D/SCREPANC/ES ARISING AFTFR COUNTY APPROMAL OR Sir"'°"°f * I I e- may Gary Ake►s. .CE 23713 Fxp. 1231.05 Date: , OUR/NG CONS7RUC770N, THE PR/MATE ENGINEER SHWL BE RE3'PONS/BLE CIV1l. �� CIVIL a FOR Of 7ERMIN/NG AN ACCEPTABLE SOL UI7ON AND REY7SING 71:/E PLANS '�� E\E � 9� CA`\� „ , FO R: ENGINEERS COUNTY _ FOR APPROMAL BY THE COUN7Y. MARK BY DATE REVISIONS APPR. DATE RECOMENDED BY 'WILLDAN DATE: DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HORIZ. 1 =40 VERT._ 1 -4 FIESTA FILE No. 5706.Ce FILE No.93 a File name: U\D24WING\ASHBY\5706\29495-6\ST03 • 150' VC P1= 67.00 U F0_ 00) pCd 00 to to N O � L6C6 + O \ 04 (0 O ^ O ^ � ^ N to PROPOSED FL GRADE ° � to (0 + ° � ^ W PROPOSED T C. GRADE PROPOSED FL GRADE ® (20' L T) + `° Q W (n 6" CF (20' L T) PROPOSED T C. GRADE ® (20' L T) w N w PROPOSED ,T C. GRADE PER TR. 29495-5 6 CF (20' LT) 6 CF (20 LT) TAN=1.74% 0.50 PROPOSED FL GRADE TAN=-0.50% ( ' ) TAN=0.74% 1470 LT TAN=0.5% 0.50% o U o ~ o rn o ® 20 LT _ 0.50X _ o � pp �; to p 1470 LT _ - U Qto U po O J ,� rn o p+ { i co .� o 3.41% co to co o p w .} .t ,� to to ^ to tri + ,� ao to o + co ^ co Q I� ^ to J I -� + co Oo ^ to ^ o U "� o U U/ n � p o +"� N �} + ^ O '.f Q ti .J Q � W W W�i �j t0 tp cn in O Co to J + �- + tc)E- + I- + + � m._`f " t0 N :4 ^ ^ t0 I- (n W J J O N W N t0 to t0 ai Q O W O) O V +oQj cp O O o t0 ^ t0 � � w (/I W 0 t(/i W N ^ O ^ to N ^ ^ p ^ ^ OOD p1`4 + + ^ > > U > ^ W FQ- J (/1 W O t\ Of + to ^ t�0 J U O + to Q �F ^V Q m rj ) OOO U W UW Q�J V1W Lu to CO + O I� I� , W p � W w W w cn W U w m (0 to to t^o ^ co J W Cj O o0 ,Nn ^ U N W � > > > , �W > PROPOSED GRADE AT Q ►- ~ W O J O °0 W W 50' VC =``' w (jW W W J m W m W Q (n W W tp V) J w w w w CENTERLINE PROPOSED GRADE AT EXISTING GROUND AT w .- + PER TR. 29495-5 CENTERLINE ± PI STA 19+31.76 to to PI=74.91 rn �j U 00 N 00 "� 0.50% po oo a 150' VC P1= 66.97 � W 3.41% rn II 147 0 C L un p PROPOSED GRADE AT ^ ± N _ _ _ 0.50%_ _ p p � U o � + � N CENTERLINE -1.54� �. �% 1470 CL p O + O� t0 to + �- Q ow c6 O � + � p ^ p O � ^ to N L_+ + rn tri > � w ^ q 196 ca r7 Z t\_ p t\ ^ t0 Z W O Q 3' O ^ t^O t0 N o W oo o O ° >+ + `t to , ►Q- .� N W po cn + N Ln toCb + N „� O ' O O n + m^`� N j:- J cn W U O U o N Op Oi O t0 rn d Li to N O O CO + F_ O F- U to U O +L_ Of O N O 0) O ^ ^ to Q (n W p U O E- N tp ^ t0 Z + O(n +_ + * + Z + ^ o O +co 00 "� O� > U Q � ? � LJiI N to O p ~ O L I+� p O �� U Ot0 O� O ^ O^ Q t0 O N + ^ t0 1- J J �O �� Q� ^ II ^ UN O op op O U > > 1Q J (n W U t0 to � ¢ N Q II J H > W F- W ^ tp to O + ^ t\ ri (n W W r7 ^ H V- W W Q > Ocp O+ � j L>u W J F- W m - 6 to � ^ t0 _ �r a U> h a a U(n W ^ W ^ �, ^ >W Q PROPOSED T C. GRADE PROPOSED T.C. GRADE J Q LU � W m� 50' vc U' V) 6" CF (20' RT) 6" CF (20' RT) ' w W J PI STA 19+31.76 TAN=2.1 1% PER TR. 29495-5 U PI=74.88 0.50% O U 00 150' VC PI= 67.00 PROPOSED T C. GRADE TAN=-0.997� TAN=0.74% 1470 RT 1470 RT TAN=0.5% 0.50% ~ pop o " ' o o U co ►U- p tp° co co + 341 to, to U O = + t[) t0 I- J F' -� O U p t0 U to`t �F U U o 00 Q Z(0.� O O W) ^ t0 Q Q O VU- t0 ^ (0 U tr) (6 t0 LO p *tz O 0i Q ~ + to O+ 0) N F¢- J O ^ t0 U (o Of ^ ._t� ,O O O No o ^ U^ � W w Oto ? v V co c0 O co Ln "t U > U W FQ-J F- J + to ^ to J n U W W J W o ^� + � > J � W i- w NW >> � > > Cr �'0 W ^ O QW � w w � ^ j � vI m W J m J w w w w w w _1 U �i W a A�4 ��4 0/4 �/4 m w =�" 54.98' CURB W m cn w 50' VC RET. PI STA 19+31.76 PI=74.91 PLAN SCALE.' 1 " = 40' PROFILE SCALE.' 1 " = 4' 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 MAC#IVTOSI-7R 2949:5--5 MLEY CIRCLE MAIER CIRCLE CINNAA40N CREEK E 5��T 2 SEE SHEET 2 SEE SHEET 2 SEE SHEET 3 PALOAMAR ROAD _ 5��r6 I • I J t\I N � t\I j II o� II II o� II 5' IOf aW nR w n LS EASE r7 1 � 6 ' Q >� o o 0 0 0 0 0 0 N8 t°�° o 0 0� p o 2� o 0 0 0 � �. 20' 20 to m % Z o U Z 60' v oo 6 '00 � o v h 0'?- 30 to W 32' _ + l J m + �m 3 6 +� 18' 18' +m 2 9 2 8 � 1 s' 18' m 21 2 0 �W 18' 18' m 13 BCR °' ECR ~ O Q BCR ^� ECR "•,� '? N 6' 6' � + A U lLl -}- 0, 0 + BCR 6, 0 ECR BCR ^+ `+ ECR 95.03' �J 6�G 96.00' Raw 96.00' 9� �'�J 6'b' �. 9g tC n �G 96.00' 96.00' 79.76' ! r o _ G J J J - { S 89'48'17" - _ C) l ! ! + - .c� .� .c� JCS N ,e.J�+ l l A,e.> 110.94 278.00' % ! l .� +- {- - { - , - _ _ 278. _ �, �' 189.76' l o� 167.06' 11 tO N 12 13 1 2 14 5 N89'48"17 1 23.76 6! p 18 - 1{9- was S� I 8 N is - �I 10 mac+ ! 4 �� J _(" 55.00' 67.00' 69.00' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 67.00' 50.70' ,c. CL INTERSECTION o po ^ N' BCR j Q to RAW >1 S, ! A. 20+ 3.76 RED APPLE RD. or + p O o CL /NTERSE ON .fly, STA. 122 72.32 PALOMAR ROAD `n I Q`Z K:D to STA. 10+00. 0 RILEY CIRCLE CL INTERSECTIO CL INTE SECTIONECR0 O + STA. 12+78. 0 RED APPLE RD. STA. 10+00.00 MAZER CIRCLE STA. 10 00.00 CINNAMON CREEK D. Q: CID STA. 15+56.00 RED APPLE RD. STA. 18 34.00 RED APPLE RD. its ,� 20' WU 50' � � J � m� � 1 2 3 4 5 6 7 8 9 10 1 1 12 m ! T GktD o o MACINTOSH-7R. 29495-5 PALOAMAR RDAD 5� T2 8��6 P Na OMM CURW TABLE RED APPLE RD. CONSTRUCTION NOTES: NUMBER A= L=' R=' T=' Underground Service Alert C46 90*00,00, 54.98 35.00 35.00 1�CONSTRUCT 0.25'AC OVER � CONSTRUCT HAND/CAP ACCESS R4&P PER C47 90'00'00' 54.98 35.00 35.00 0.50'AB CLASS 2J RIDERS/DE CDUN7Y STD. No. 40J (G4SE A) eEf 0 R E y C56 89.55 27' 9.24 25.00 24.97 CONSTRUCT TYPE 74-5' CURB & GUTTER PER To- PLACE STREET NAME SIGN PER COUNTY OF Call-, TOLL FREE C61 90,00,00" 39.27 25.00 25.00 R/IkERS/DE COUNTY SM.. No. 200 R/HERS/DE SO No. 816 Cs 1 90'00'00' 39.27 25.00 25.00 PAVEMENT LEGEND o- REMOkE EXIS17NO B4RRIC40E C65 90.00'00' 39.27 25.00 25.00 o- CONSTRUCT CONC. SIDEWALK PER RIkERS/DE 1 OO C66 90'00'00' 39.27 25.00 25.00 40 0 40 80 120 F COUNTY STD. No. 4M & 4f01 10 S4/YCUT AND REMOVE EXISPNG AC. PAkfA/ENT 101NE0 W17H CONSTRUCT O.2 AC OVER C70 90'00'00' 39.27 25.00 25.00 � D.50'AB CLASS 2� o- CONSTRUCT >O' CRO,SS GUTTER e6- SPANDREL PER R/l2rRS/DE fFA1h'ER OI�ERLAY PER ✓O/N DETA/L ON SHT. 1 2 2 -2 6 O O COUNTY STD No. 209 209A 11 INSTALL SrD S/ZE REFZECTOR/ZED STOP SIGN �R1� ON METAL C71 90'00'00' 39.27 25.00 25.00 Scole 1" = 40' STREET NAME SIGN POST A5' PER CD!/NTY OF R1kFRS/DE STD. 816 AND PLACE 12' THERM/PL4SPC L/M/T L/NE PER TWO WORKING DAYS BEFORE YOU DIG C4LTR4NS STD. PLAN A24E NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL PL$M Pr��BY. BENCHMARK: SEE SHEET 1 TRACT NO. 29495-6 I.P.NO. 0,30150 SHEET No. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR TRANSPORTATION DEPARTMENT a a� GRADING PERMIT HAS BEEN ISSUED � Q�LOF� �(, APPROVED BY: ��QRO�ESS/ ( EN G / N E E RS COUNTY OF RIVERSIDE N SCHED ULE A t o Z d c� C"Erokw9oraig • Surveying • P/annkig o �t 6820 Airport Drive, Riverside, CA 92504 STREET IMPROVEMENT PLAN of 6 SHEETS THE PRIVATE ENGINEER SIGN/NG THESE PLANS /S RESPONS/BLE FOR 1 NO. 33950 KH D HMAN DATE: NO. 23713 Tel:(909) 688-0241"Fox:(909) 688-0599 /LATHE EVENT OF 01SCREP"CC/ES AR/SNG AFTER COUNTY/ON APPR00ALNOR tt EXP. 06-30-06 yt R.C. 50 tit EXP. 12-31-05 it �� Q�y / I�S.�r RED APPLE ROAD DURING CDNSTRUC770N, THE PR/►SATE ENGINEER Sh4LL BE RESPONS/BLE �j�. CIy1'L ��, �/ r j�. Cry►L ��, Cary AkwA; R.GE 233713 Elp. 11.3_1.R5 DO& a FOR OETERMIN/NG AN ACCEPTABLE SOL U77ON AND REVISING THE PLANS 9�'A� CAL\F ` " v O 9�G� �l\� »- , „- , FOR: ENGINEERS COUNTY FOR APPROVAL BY THE CDUNTY MARK BY DATE REVISIONS APPR. DATE RECOMENDED BY WILLDAN D TE: [DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HORIZ. 1 -4O PERT. 1 -4 FIESTA FILE No. 5706.ce FILE No93 P File name: U.\DR4W/NG\ASHBY\5706\29495-6\ST04 PROPOSED FL (12' LT) 75 L I PROPOSED FL 0.94X °98x o 0 8 (4 14 7 5• LT LT) g + , EX/STING FL l 8 ' (12' LT) 0.82x S + + Q � + EXIST. FS cD cn,' @ CL o _ o o Qcn cn o mco N g g + + — —0.96 q) j o - - - - - _ _ —+ (1.247-) + — (1.02�) o— o o� o r� O Q o o h — o n �o o +v o W o h g o O + Q cn (n (O.BOq) - - 1.04q) o 0 0 o v o + Q to o + v _ — 0.97$ — cn ( o rn N Q O O O + •p �J _ _ - - _ 00� on +� O 0.93X — — orn o +°j Q �W p p to + Q 0.93X o• Q) ror' Q� �W 1475 CL � (n o + ' N �� +� �J 1475 CL �W O� O Q V)J +� N QW �W o o . _ - _ _ Q ;w EXISTING GROUND AT + � W CENTERLINE N• N W N "� h 0.82X Qj `-� PROPOSED FS �0.82.E FUTURE TC GRADE 0.82� _ _ - - °82X CENTERLINE 6" CF (32' RT) _ - - - - - - - - (0.96�) - - �PROPOSED FS _ p 98'� - _ - `° ^ CENTERLINE PROPSED FL _ - - o g o �` — o N" (32' RT) - 0 0 o ao +co rn O p + o 21- 04^ 0.98R — — �o�o o o+ ~ Q Q� 1475 RT�� o.94x g � °'� Q 147.i RT W PROPOSED TC O o o . 6" CF (32' RT) S V o o "' �� O O NN jr)•O + O �J 0.82x O O o r) �� Q L) �� W EX/STING TC N 6" CF (32' RT o o S °�Q (TR. 29495-5) J O O O O O cV Q J Q + +� o 0 0 • o � Q � Ln ov + Aj (n cn N W N (n PLAN SCALE.• Q v, 1 = 40 a (0 PROF/LE SCALE: 29+00 1 = 4 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 CL INTERSECTION FLOWL/NE 0 12' LT. A. J6+89.00 WATSON A STA. 10+00.00 PALOMAR STREET 1, PJW JJ 2/J 23 +Q. o v N EXIST. R/W Z 10 PROP. F.L. 1 �Q _ __ _ _____ _ STA. 37+50.00 WATSON STREET m Fro T T T T T T — T T T T T WT _—tWO-OVERLA H - - T T T T W W - W T T T T T T w W W '} CL- 10 — - —T V W V _ 10 EXIST. E.P. `1' CL EXIST E.P. �_� 5 36 37 38 39 34 7 11 EXIST. E.P. _ � 3�_ 2 33 12 �- 28 29 > ;N 30 �`` ' LO 1 G z EX 1 1-rAPER �r ~' co �s A �\`'s- F 0 c�As ti A � l 4 `0 11 EX. R/W 135.52' R/W 141.54' 3 136.42' 2 3 141.6 1' R/`1, 136.35' 2 3 123.06' 1 CrT_UT_ B� 5 E.C.R. + 32' 12' I 32' N (V OPEN SPACE LOT F32 25 24 17 16 V I 0 6 33 32 + Z o � � I 5' OPEN SPACE Q Q LOT I38 m PALOMAR RD. SEE SHEET 6 CONSTRUCTION NOTES: W A T S o N R o A I&-CONSTRUCT 0 44.�'AC OIkER To- PLACE STREET NAME SIGN PER COUNTY OF 0 97'AB (CLASS Z� RM-RS/DE STD. No. 816 Underground Service Alert 2�- CONSTRUCT TYPE 74-6" CURB & GUTTER PER R/IkERS/DE COUNTY STD. No. 200 9�REMOIiE EX/STING DEL/NEA770NS Ef 0 R E VIJRIG TA�E PAVEMENT LEGEND CONSTRUCT CONC. SIDEWALK PER R1kFRS/DE 01�S4WCUT AND REVOKE EX/SI7NG AC. PAkFVfN7'✓DINED W'/TN 0 r0 COUNTY STD. No. 400 & -4401 fE41-HER OIf RLAr PER ✓OIN DETAIL HEREON G Call: TOLL FREE o� CONSTRUCT 0 4 9'AC OVER a- CONSTRUCT 10' CROSS GOITER J@• SPANDREL PER R/I�ERS/DE 1 INSTALL S7U. SIZE REFLECIDR/ZED STOP SIGN (R>) ON METAL O.67'AB CLASS 2J COUN7Y STD. No. 209 & 20.SZ4 STREET NAME SIGN POST AS PER COUNTY OF R/1/ERS/DE NUMBER d= L=' R=' T STD. 816 AND PLACE 12' THERMOPLASTIC L/M/T LINE PER REMOl�E EX. PA{2rMENT cF —800 C45 90.54'00" 55.53 35.00 35.55 C4LTR4NS STD. PLANA24E c 40 0 40 80 120 � CONSTRUCT O.�S3 AC OILER � CONSTRUCT HAND/CAP ACCESS R4A/P PER 2 2 7—2 6 0 0 O.67'AB (CLASS 2J R1kFRS/OE COUNTY S7D. No. 4409 �C4SE A� 1�- REMOI�E EX/STING PAI�EA/ENT ® S4WCUT AND REMOkE EX. AC PAIIMT TNO WORKING DAYS BEFORE YOU DIG Scale 1 " = 40' COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL PrAN3 PRU%RM BENCHMARK: SEE SHEET 1 TRACT NO. 29495-6 I.P.NO. 030 ,50 SHEET No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR QESS/ APPROVED BY: Q�LOFESSI 91k COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED c� � ENG / N E E R S 5 JL SCHED ULE A y Civil Engineering • Surveying • Planning o s / W � 6820 Airport Drive, Riverside, CA 92504 STREET IMPROVEMENT PLAN of 6 SHEETS THE PR/DATE ENG/NEER SIGNING THESE PLANS /S RESPoNS/BLE FOR N0. 33950 KH D A. OTH DATE: N0. 23713 Tel:(909) 688-0241 Fax:(909) 688-0599 WATSON ROAD ASSURING THEACCUR4CYANO ACCEPAOIZ17Y OF THE DESIGN HEREON. �r EXP. 06-30-06 �t R.C.E. * EXP. 12-31-OS * Under aK _ IN THE EWNT OF D/SCREPANC/ES ARISING AFTER COUNTY APPROVAL OR ` I DURING CONSTRUCTION, THE PRIYATE ENG/NEER SHALL BE RE3'PONSIBLE �9� p1Vfj. �9� C1V1�, Coy War$ .GE 23713 Erp. 12.31.Q5 a►�ls FOR DETERMINING AN ACCEPTABLE SOLUTION AND REY1S/NG THE PLANS Qr �A`\t V ( �L�� FOR: ENGINEERS C 0 U NTY ti FOR APPROOAL Sr THE COUNTY. MARK BY DATE REVISIONS APPR. DATE COMENDED BY WILLDAN DATE: DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HORIZ. 1 =40 VERT. 1 =4 FIESTA FILE No. 5706.ce FILE No. a File name: U:\DRIW/NG\ASHBY\5706\29495-6\ST05 PROPOSEDLT (6- TC)GRADE TAN=-1.55% FL X-GUTTER 0.74% a a a a 975 LT EX. PROPOSED TC GRADE 0 o6 wi r- 1475 LT 32' LT. (6» CF) 0) 0.74% 0.74� 0 0 +16 o + + AR 0 0 Ln 0 + 00 O 0 + m 0.74% - - - - - - Z _ 1:04 N N �N 0 O t N U O - - - - U M ao M N W II - - � H _j CV N '- >>Q >H U>Q�N U n m � HJ m� [�.IN _11ZN W + •M N FQ- NU+ N r` N N m + m_ o 2 J _j_ N50' VC L=55.53' �� U Ww Q PI=1476.83 CB. RTN. IN aQ o 0 _j PI STA 125+93.75 PI=1475.89 �v~i w wcn w 50' VC - - - - - - PI=1477.08 _ - - m PI STA 125+93.75 _ - - - - - 0 rn EX/STING GROUND AT TUC00+_)) 'P'0o _ - =1.s2 �_ 2.0ox _ _ - o + 4. CENTERLINE - - - - - - - - - Z� o0 . °'0.74% - O o0 C) rn oo o� o NN1475CLLO _ _ - - O o + 1475CL _ U ao QO O O O N N � NC+ON QN0.74% - - -4 LLJ Z OM 0 �+ _N 16 cD N H QM O N+ N N N Q �N MN �� N N N ?�J -7 M 0 ' PROPOSED GRADE AT Z Q N �, �, Q Q U + . mN o CENTERLINE -Q o � U 00 0.74% 0 0 6 + + + ao 0 0 0 0 �n 0 U 0 <H Z O O O t N N UN II Q HN W O O + N m Z Cn.d - - o.74z - _ _ _ _ _ o EP GRADE 12' RT. + N ">~ > >-M i- M N Q mtn �N �jfn Gi Q ro U N Q 50' VC ?+ N Q76.84 N N PI STA 1 PI= �25+93.75 975 RT m N o `� N 975 RT 0 <� Z WE W O 0 ' H- _ - - - - - - - 0 FUTURE TC GRADE RADE- - - _ - - - - - UN TAN=-0 .5U0 % N 32' RT (6" 0.74% rl� Hm PO OD rn N - Co oo 0 (0 m + + 0W ZO� + oQ N O O LO N N m_ Zm ++ p- - N L; W mN jMN >ju) U) 50' VC L=55.53' Ai PLAN SCALE. PI=1476.83 CB. RTN. 1 40' v � PI STA 125+93.75 PI=1476.53 PROFILE SCALE: 1" = 4' 120+00 121 +00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 RED APPLE l D WATSOrN ROAD Q j SEE SHEET 4 o' 30' SEE SHEET 5 Ij TR. 29495- 1 m= 1 2 0 20' 20' "� 3 `* 5 Q, 6 k �l 2 � �U �W 6 6 nm o"' nW yh�G W10 BCR + t + ECR O STA. 36+21.4 100.43' 'BCR �g 23.77' 51.81' 7.38' O O 7.38' 53.43' 79.00' EXIST. R/W 116.67' 45.66' 0 4 EXIST. R W 4r) 291 42 7 0 727 2 1A 1 1 6 / l 9 EXIST. DIRT ROAD Q iV CL & R/W W � _ _ FUTURE C&G _ - PROP. EP - - - - - - - - - - - 2 GRADE TO DRAIN 7 W � Ofr1 - 1�fl0° t-2 - - - ff00-II_L4j1 - - - - - - - 0ff L 1'43" - - - - - - - - - - - -- - - - - - - - - F 65. 00 ' 65. 00 ' l 0300 R/0/W Exisr. R/w \ \ rU �U1 R � v z o �rR A( 294-9r5 I CL INTERSECTION CL INTERSECTION STA. 122+72.32 PALOMAR ROAD STA. 126+86.81 PALOMAR ROAD STA. 20+23.76 RED APPLE RD. STA. 36+89.00 WATSON ROAD PALOMAR, ROAD PA VEMENT LEGEND CONSTRUCTION NOTES: CONSTRUCT 0.4.3'AC Okf-R O.67'AB (CLASS 2� jA�CONSTRUCT O.4F,3'AC Okf-R f CONSTRUCT 10' CROSS GUTTER eel SPANDREL PER R/I�ERS/DE Underground Service Alert -" 0.67'AB (CLASS 2) � COUNTY S7D No. 209 & 209A 0EF O R E YO Z CURW TAKE 2 CONSTRUCT TYPE A-6" CURB c@ GUTTER PER o- CONSTRUCT H4NOIC4P ACCESS R ,P PER Call. TOLL FREE R1kFRS/DE COUNTY STD. No 4(o.7 (C4SEA) � a� R/I�ERS/DE COUNTY STU. No. 200 '� _80O 40 0 40 80 120 NUMBER d= L=' R=' T=' o- CONSTRUCT CONC. SIDEWALK PER R/l2rRS/DE Q- PLACE S7REET A",C SIGN PER COUNTY OF No COUNTY STD. No 400 & 401 R1kfRS/DE STD. No. 816 C45 90'S4'00" 55.53 35.00 35.55 11 INSTALL STD. SIZE REfZECTOR/ZED STOP SIGN (Rf ON A/ETAL 2 2 7-2 6 O C46 90'00'00' S4.98 35.00 35.00 S7REET NAME S/GN POST AS PER COUNTY OF RNERS/DE C47 90'00'00' 54.98 35.00 35.00 STD. 815 AND PLACE 12" THERVIRLAST7C L1017 LINE PER Scale 1 = 40' C4LTR4NS STD. PLAN A24E TWO WORKING DAYS BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL PLANS Re9 TRACT No. 29495-6 I.P.NO. 030150 m BENCHMARK: SEE SHEET 1 SHEET No. � � COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR TRANSPORTATION DEPARTMENT GRADING PERMIT HAS BEEN ISSUED � �SS� 'rC APPROVED BY: � Q�OESS/� COUNTY OF RIVERSIDE 6 � E N a N E E R S SCHED ULE A �� Civ#Eroheerk)g • Surveying • Piannmg o r` 6820 Airport Drive, Riverside, CA 92504 STREET IMPROVEMENT PLAN OF 6 SHEETS THE PRIOATF ENGINEER SIGNING THESE PLANS/5 RESPONSIBLE FOR NO. 33950 LED 0 AN DATE: NO. 23713 Tel:(909) 688-0241. Fox:(909) 688-0599 PALOMAR ROAD ASSURING THE ACCURACY AND ACCEPAB/L/TY OF THE DESIGN HEREON. tt EXP. 06-30-06 it R.C. 3 it EXP. 12-31-05 1r ter me / 7HE EVENT OF 01SCRERANC/ES ARISING AFTER COUNTY APRR0k1AL OR S'f_01'_°F�a'"''Z -05- �u AMINO CONSTRUCTION, THE PRIMATE ENGINEER SHALL BE RE3'PONSIRZE ,� CIV1� �� CIVIC. � Gary Mm .aE 23713&W. 12.J1.05 Date: FOR DE7FRMIN/NG AN ACCEPTABLE SOL U77ON AND RfWSING THE PLANS or �L\� tl j I 9�F( �A`\� » FOR R. ENGINEERS C 0 U NTY _ ti FOR APPROOAL BY THE COUNTY. MARK BY DATE REVISIONS APPR. DATE RECOMENDED BY WILLDAN DATE: DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HORIZ. I =4O VERT. 1 =4 FIESTA FILE No. 5706.ce FILE No.937 eL File name: U:\DRAWING\ASH6Y\5706\29495-1\ST10 E.M. W.D. WATER NOTES SEWER WA TER IMPR 0 VEMENT PLA NS 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE /N ACCORDANCE WITH E.M.W D.S STANDARDS AND SPECIFICATIONS. 2. PRIOR TO THE CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING WATER SYSTEM AND VERIFY NO. ITS EXISTING ELEVATION AND LOCATION J. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES X 5/8" METERS, UNLESS OTHERWISE NOTED; AND SHALL TRACT 6 BE LOCATED AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO A41SS DRIVEWAYS. WATER SERVICE WATER Q UA N Tl T Y ESTIMATE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-590, TYPE B". 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED /N ACCORDANCE WITH STD. DWG. B-598. (TYPE B) 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. ITEM QUANTITY UNIT 6. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656. 8" P.V.C. WATER C-900, CL 150 Z050 LF 7. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED /N ACCORDANCE WITH STD. DWGS. B-362, COLOR CODED GREEN. 8. BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWGS OF FIRE HYDRANT STANDARD B-357. 8" FLANGED TEE 1 EA 9. TEMPORARY BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-568. 8" HXH RESILIENT SEAT GATE VALVE 9 EA 10. ALL P.V.C. PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150, EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. _ 8" FXH ADAPTOR 4 EA 11. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL 8" ELBOW, ANGLE 45' 3 EA ' JOINTS, OR PUSH-ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS. EX. GAS 6" FIRE HYDRANT ASSEMBLY (8-362) W 8AR961 &x-f vZys 8 EA 12. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER - 1" AIR VACUUM & AIR RELEASE VALVE B-598 TYPE B" 3 EA EMWD STANDARDS AND SPECIFICATIONS. _ - -•- - _"- - -"- - --'- - -�- - -"- -- -"- - -�- -- ---"- - -"-- "- - -N- - -"- -�- - -" -•- - �- - - IST. 8" P.V.C. PER D-5490 ( ) 13. JOINT RESTRAINERS SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OF - ` ` `- ` ` 1- WATER SERVICE & 5/8" METER (8-590) TYPE B" 36 EA WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD STD. DWG. B-663. WATSON ROAD © RLME AwEM6NT MI99ER- 13 P.V.C. SEWER QUANTITY ESTIMATE EASTERN MUNICIPAL WATER DISTRICT WATER CERTIFICATION � ITEM QUANTITY UNIT SEE SHEET 2 �� S£E SHEET 2 SEE SHEET / CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 29495-6 /S IN ACCORDANCE WITH THE 8" SEWER 1,234 LF WATER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, 33 32 1\ 25 24 17 16 p 4" SEWER LATERAL 1,366 LF STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO SUCH TRACT. THIS CERTIFICA710N 1" �,qR �t 1" AV 1" AV&AR � DOES NOT CONSTITUTE A GUARANTEE THAT /T WILL SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC OFF' �� `IFA (r'FN Q� MANHOLE MANHOLE 4 EA QUANTITIES, FLOW OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. r� 23Aj TERMINUS MANHOLE (SB-58) 4 E° q 34 31 26 18 15 t CLEANOUT-RESIDENTIAL (SB-52) 36 EA EASTFR AL_WATER DISTRICT --------------- O I I v TERM M TERM W SEWAGE 6iACKFLOW VALVE ASSEMBLY X EA I I V MH NO. U MH NO. v TERM ` SEWER ENDS 15" SEWER 280 LF 8" P.V.C. _ 0 124+21.75 CIVIL ENGINEER OF SUBDIVISIONS DAT \ I I � � ATER � � � � MH NO. 35 V 30 27 V 22 19 14 E.M. W.D. SEWER NOTES i 8 8" SEWER s" sEWE MH 1. SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH E.M.W.D.S STANDARDS AND SPECIFICATIONS. PROP. 8" SEWER I " P.V.C• 8" P.V.C. ( NO. 8 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT). PER TR. 29495-5 - 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, EXCEPT WHERE SPECIFICALLY DESIGNATED ON I I 36 29 28 L� 21 20 13 ` SEE SHEET 5 PLANS, PER EMWD STANDARDS AND SPECIFICATIONS 4. MANHOLES SHALL BE CONSTRUCTED /N ACCORDANCE WITH STANDARD DWGS. SB-53, S19-56, SB-58 AND SB-61 AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. 5. PRIOR TO THE CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING SHEET 4 ELEVATION AND LOCATION. _ - _ - WATER LEGEND 6. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH EMWD STANDARD DRAWING SB-177. LOCATIONS OF WYES fill Vill _ AND LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED IN THE FIELD PRIOR TO CONSTRUCTION " P.V.C. WATER I PROP. 8" P.V.C., C-900, CL-150 WATER MAIN TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4 DIAMETER UNLESS OTHERWISE SHOWN ON THE PLAN. I EX. 7 THE CONTRACTOR /S ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN CONFINED AIR SPACE. I ( FH , NO. 1 NO. 2 NO. 3 MH NO. - - - - - - - EXIST WATER MAIN OR PROP. BY OTHERS THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFINED AIR SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE. " SEWER ?. ALL LATERALS SHALL HAVE A CLEAN OUT IN ACCORDANCE WITH STD. DWG. SB-52. I I PROP. 8 P.V.C. 1 2 3 4 5 6 7 6" FIRE HYDRANT ASS'Y (B-362) 9. WHERE GROUNDWATER /S ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR ABSORP77ON RESISTANCE I PER TR. 29495-5 8 9 10 11 12 WET SAXe.EL PEP EMWD SPECIFICATIONS. 1G. WhtRE EXISTING GRADE GOES CUT TO FILL, USE SHORT JOINTS 2.5' MAX., 10' EACH SIDE, FOR VCP PIPE. USE FLEX 26 PER D-24900 RO pQI RESILIENT SEAT GATE VALVE FXH COUPLINGS FOR PLASTIC PIPE. I O. 26 11. ALL. NIPE ZONE BEDDING & TRENCH BACKFILL ARE TO BE PER STD. DWG. SB-157, SB-158, AND SB-159. I I TRACT BNDY. 1" AIR VACUUM & AIR RELEASE 12. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.0 OF THE UNIFORM PLUMBING CODE. I I PROP. 15" SEWER � VALVE ASS'Y (B-598) TYPE B" 13. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN I I I PER D-24900 OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE NAMHOLE CENTERLINE. 1- X 5/8" WATER METER SERVICE (8-590) TYPE B" PROP. 8" P.V.C. BLUE PAVFMENT 111,4ARKi2 ni ' EASTERN MUNICIPAL WATER DISTRICT SEWER CERTIFICATION GENERAL NOTE,3 AND REQUIREMENTS PER D-24900 6" TEMP. BLOW OFT (B-568) CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM /N TRACT NO. 29495-6 /S /N ACCORDANCE WITH THE EASTERN l N D E X MAP Q SEWER LEGEND MUNICIPAL WATER DISTRICTS SEWER SYSTEM MASTER PLAN AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY 1. ALL MATERIALS, TESTING WD INSPECTION OF PIPE SHALL BE IN CONFORMITY TO TREAT THE WASTES FROM THE PROPOSED TRACT." WITH THE REQUIREMENTS OF RIVERS/DE COUNTY AND THE AMERICAN WATER WORKS ASSOCIATION (AWIVA) STANDARDS 100 D 100 200 300 R/W 5'�r.� - - EXIST. AND/OR PROP. SEINER EASTERN MUNICgL WATER DISTRICT 2. FAILURE TO MEET ANY Or" THE REQUIREMENTS OF RIVERSIDE COUNTY AND !%�� - -1 THE (AWWA) SPECIFCATICNS WILL BE CAUSE FOR REJECTION. F7 - - L EXIST. AND/OR PROP. MH CIVIL ENGINEER OF SUBDIVISIONS DA Tne J. ALL MATERIALS USED ANT.' INSTALLATION SHALL CONFORM TO RIVERSIDE IP COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE 461. SCOT@ �� _ 100' NEW SEWER MAIN ENGINEERS NOTE o , ,� k f 1/1 O Q SEWER MAIN WITH LATERALS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING TYPICAL LOT THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT THIS `30► Z ry � � ; O Q^ N.T.S. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL 1A „ t NEW MANHOLE (SB-56) LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR G 7 h �� A LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. .� R/W THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE R/w F U T C R E P R 0 P 0 S E D) Rlw LS EASEMENT 7 W RAW OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUT70NARY 32- 56' � 0' MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS 5' AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 88 I I�Mrt/ES ✓I�1t/ES THE CONTRACTOR SHALL VERIFY THE LOCATION, DIMENSION AND CONDITION OF ALL UTILITIES AND SHALL REPORT ANY 6' 6' 20 I 1 k 64 32 1 6 6 �"/ 29 LEVEL LINE 2q Z, TWO LANE STREET AT INTERSECTION NOTIFICATIONS DISCREPANCIES TO THE CIVIL ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 29 3 LEVEL L I NE7 2' f € Gr ADED ��' 2.0� 2.0 / 2� 2'. _ _ - - -'-�-� III- ShoULDE - I 2_ P� W I - -,, -� - I 1-)i =' - NOTE. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING _ _ _I I _ I I =1 I I_ I i, i I _III- - I r..i j TIME L l MI TA T/ON 2 P� - -I I! I I 1 I I-- ' ' -" - _ -Iif -I I T UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING . I 6- „P DAYS PRIOR TO COMMENCING CONSTRUCTION: THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE ON THE CERTIFICATION. �I ( QI I I I 3 I I Q RIVERSIDE COUNTY ROAD DEPARTMENT IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED �I I �I I U� o + € CONSTRUCTION SECTION: (909) 955-6685 BY THE DEVELOPER/DESIGN ENGINEER AND RESUBAIITTED TO EMWD FOR POSSIBLE CHANGES IN MASTER 0 0l PLANNED SIZING AND CHANGES /N SPECIFICATIONS AND STANDARDS. �I I O C Q� I I EASTERN MUNICIPAL WATER DISTRICT FIELD ENGINEERING DEPT. ( (909) 928-3777 EXT. 4830 I I ll �o DRY UTL/TY TRENCH -DRY UTILITY TRENCH T �- UNDERGROUND SERVICE ALERT. (U.S.A.) 1-800-227-2600 TYPICAL SECTION MAY BE LOCATED ON EI7HER I WATSON ROAD, SIDE OF STREET R/W s "P ~ ALL OTHER AFFECTED AGENCIES THAT ARE NOT MEMBERS ,'DOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT PA[OMAR e�• TYPICAL SECTION TYPICAL BLUE REFLECTIVE OF USA. COMMENCE UNTIL AN ENCROACHMENT AND/OR GRADING (PUBLIC STREET) RICO AP~ /V0• �&ACSY C/A",MAifit cA*CL r C14ICAM0M &ROZA tlRUZ PAVEMENT MARKER LOCATION PERMIT HAS BEEN ISSUED :OUNTY OF RIVERSIDE STD. 102 COUNTY OF RIVERSIDE STD. 704, SECTION 'A" M T.S. N.T.S. N.T.S. R = 40*, T.1.=8.5 R = 35*, TI.=6.0 * INDICATES R. VALUES ARE * INDICATES R. VALUES ARE PRIVATE ENGINEERS CERTIFICATION TO FIRE DEPARTMENT PRELIMINARY AND WILL BE PRELIMINARY AND WILL BE PER SOILS ENGINEER. I CERTIFY THAT THE DESIGN OF THIS WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS PER SOILS ENGINEER. PRESCRIBED Y TH RIVERSIDE COUNTY FIRE DEPARTMENT. WA7�ON RD. CHAKISSA CH, P.E. R.C.E. 53390 EXP. 6130107 DATE IMPLEMENTING FACILITIES 29495-1 & 29495-5 CIDER 5T l BENCHMARK w Underground Service Alert 1.1 MILES SOUTHWEST OF LAKE SKINNER DAM FROM THE INTERSECTION 0 3 O 2 9 WATER/SEWER APPROVED BY. COUNTY 4rRl RS/AS, RIVERSIDE COUNTY MONUMENT NOTE: OF BOREL ROAD AND BOOTLEG ROAD, 118 FEET NORTH OF THE 3 3 EASTERN MUNICIPAL WATER DISTRICT DEPARTMENT 0F#F..&r# FIRE DEPARTMENT CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONMENTATION AND/OR CENTERLINE OF BOOTLEG ROAD, 21 FEET EAST OF THE CENTERLINE OF Z OEFORE yo / BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. BOREL RD. 8 FEET SOUTH OF A TELEPHONE RISER, A 3-1/4 INCH PI ATE R0• Call: TOLL FREE ) 9 SUCH POINTS SHALL BE REFERENCED AND REPLACED W17H APPROPRIATE STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF, AND IN THE 14 V4;n -- / �,f MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL CENTER OF A 3 FEET WIDE CATCH BASIN, 1 FEET EAST OF CURB FACE. VZI MAP 800 CIVIL ENGINEER OF SUBDIVISIONS TE APPRO05D BY: APPROVED BY: C _ ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD -z 1 INITIAL DATE INITIAL DATE r- OF SURVEY, AS APPROPRIATE, SHALL BE FILLED BY THE LICENSED LAND MOD DESIGNATION: SD 6 1 2272600 PROJ. ENG. l9[/04' SEWER OPER. Q4TE. SURVEYORS OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND IVAVD 88 ELEV. 1401.44 . �p �� PLANNING CONSTRUCTION SURVEYORS ACT. -WO WORKING DAYS BEFORE YOU DIG WATER OPER. DESIGN DATE. PRESSURE ZONE: 1627 9 L7A M AIDE F.W C LLOUn t F. 96?T ITSMS /b RECOMMENDED FOR SEAL COUNTY SEAL APP OVED BY: DATE: 7Z Z 0 BENCHMARK: SEE HEREON I.D. U32, U31 APPROVAL E I ESS�q P`""E ° �- CO UNTY OF RIVERSIDE S.A. 41135 0 �.4 a w W/LL�AN cn-IA. p F �� ANSPORT 10 EPT., RIVERSIDE COUNTY, CA. E N � ' N E R S TRACT No. 29495 -- 6 W.O. 10559 Ta^ E No. O EXP. DATE: 6/30/06 Cn�l • Siw've C.O. f pia _o I FOR ( NO. 3W50 * EXP. 6-3300-07 it PREPARED UNDER THE DIRECTION OF: 6820 AirportEr�e, Riverside, CAA 92250 SEWER & WATER TITLE AND INDEX COORD. 37D-59 � THE PR/BATE ENG/NEER SIGNING THESE PLANS /S RESPoNSBLE (Z�ol IvL.I * ASS gyp. ��K DATE:* � Tel:(909) 688-0241 • Fax:(909) 688-0599 ASSURING AC ACCURACY AND ACCEPAi9W17Y OF THE DESIGN HEREON. DATE: _ -2 /N THE EY£NT OF O/SCREPr4NC/ES ARISING AFTER COUNTY APPROVAL OR CIV V. SHT. 1 OF 5 DURING CONSTRUCTION, THE RANIATE ENGINEER SHALL BE RESPoNS/BLS, CHECKED BY: j� CIYI�. N't ' �� FOR DE7FRA//N/NG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DATE BY MARK REVISIONS APPR. DATE '�I�'� �L` �O CMS - SCALE: AS NOTED BENCHMARK: SEE SHEET NO. 1 OF 7 _ FOR APPROI�AL BY THE CGIUN7Y DESIGNED BY: RICK DRAWN BY: RICK CHECKED BY: t - DATE: CHARISSA J. A. LEACH, R.C.E- 53390 EXP.6/30/07 DATE: 01/16/04 FOR: FIESTA FILE No. 5706 W-1 F71P name. U•\nRAWM1R\AC1?,?7,&1 A- 4-- r 4- --------------- ......t x. ---------- ------- q2ljjl V )QF kES7 R8*9 jJ01 �-A 14- 1 1 C' A AT EXls t ---------- fAf ------------- ----------- .......... ----------- ---------------- ....... -------- 6 LA -4 Ai-7 I rri w i A N1 CIG. C. P�c -150 C-11 CA.-40 --------------- ------ ---------t f t Z 4 ------- --- ------------- --------- -T-- T-- ------------------ ------- T -4- 4 A&A 4 JA A 146 -4 ......... ----------- ------------- ------- + 77777771-- .......... -- ---- 4 ---------- ---------- #4 ... ........ ------- -------T- 4 -4 -4------ OF Om t ��TUXW U C F 8*,' A A ACfl C1 4 A CIA + ---------- _T 1-----T ------ -------- f --------------------- ------- 4 ------- t 4- ------ 4 + ------- ------- t _.;...........I -------------- ------- ------ ------------------------ ------- -4 ---------------4-- HORIZ. SCALE. Vw = 40' VERT SCALE. 10+00 11 +00 12+00 13+00 1 4 10+00 11 +00 12+00 13+00 AM APPLE AD. 4: 6 X AED ARPLE AD. I R MEET4 � I I 110 Crj(3 4 Cj I 'K 5 36 35 'K ll 97.0 P.1i 67.4 44 Q 28 P.E.- OL3 + 34 10+06.00 M10" cm?. 10+06.00 RILEY CIR. %1K Ill $7.7 15+45.00 Rill APPLE RO. SE*" X-myo P-L-40N 27 12+67.00 RED APPLE RD. " P.v to + � 2 6 8" P.V C-1 W, CL 1458.29 TOP 8' SOR 10 1 SEIl X-ING 150 m :� � P.L., CL-150 1456.89 w 8' SOR 1461.44 90T 80 1111 8 A V.C., C- 1459.6.3 SOT 80 WTR 9+87.00 M4" C#?. 33 15+45.00 W APPLE 0. 8' FZ.G. Tff 9+8ZOO RILEY CIR. P.Lu GLO (2) 80 RSGV F X H 25 12+6ZOO RED APPLE RD. a (1) 80 F X H Aa4PTER (E) FEG-7 TEE qi (2) 8- R S G V F X H (N)(W) *,Tr*1 T_ (1) 8- F X H ADAWER (E) P 6 P.Ln F.L2 OL9 0 ot at CL INMRSMION CL WTERWCWN STA. 10+00.00 RYLEY CIR. STA 10+00.00 All ORCLE STA. 12+78.00 RED APPLE RD. RIV SrA. 15+56.00 RED APPLE RD. 32 24, 10+06.00 RILEY CIR. P.Lu ILO 10+06.00 AWER CIR. F.Lm J"� 12+84.00 RED APPLE RD. 8- SEWR 15+62.00 RED APftE RD. 8- �R 3 M.H. NO. 1 Af.H. Nil 27 PX-= $7.2 6 Eli 31 6' Eli 2 29 30 PX-- 0.7 21 22 -3 I If I I I I P.1l 97.0 P.F-- 67.4 P. P.F-m 11+93.00 RILEY CIR. 11_� MAIER CIR. MW M.H. NO. 5 (SB-58) TERM. M.H. NO. 6_FS8_-5_8_�_ AM APPLE AD. AM APPLE AD. g,2LjE,3,mmr 4 SIEFT4 RILEY CIRCLE MAIER CIRCLE u Swvko Akwt WATERISEWER APPROVED BY.- Cd: T%L r"w%m' EASTERN MUNICIPAL WATER DISTRICT vx4jk J. &4061 VIL0 CIVIL ENGINEER OF SUBDIVISIONS ' DATE 40 0 40 80 120 INITIAL DATE INITIAL DATE 227-2600 PROJ. ENG. SEWER OPER. Scale 1 40' PLANNING CONSTRUCTION TWO WORKING DAYS BEFORE YOU DIG PER. DESIGN RECOMMENDED FOR SEAL AP 0 BY: DATE: Pli AWH%W All L D. UJI UJI, APPROVAL IfEW COUNTY OF RIVERSIDE S.A. 411, 35 ANSPOR N T., RIVERSIDE COUNTY, CA. LF 14 4a 114 Aw. Z ow*9 TRACT No. 29495 - 6 wo- 10559 E. No. EXP. DATE: f/m/tv *10 - SEWER & WATER PLAN AND PROFILE C-0-6WI14Q2- 7W R~1W ZA64*-ZW -Vill 7hill ltIll /5 AY_V92V�ll fa? ft 3UN E DIRECTI?N OF: 6820 Airport Drive, Riverside, CA 92504 COORD. 37D-59 A"thow 71& ACa~Y AW AMV1JWJ7,y ac- TAE-aF-WV hill Exi 06-30-N Tel:(9m) 688-0241 - Fox:(909) SM-0599 IN )W f WVr 6r ZKRPW?944tXN 4AX5;W AF7ER 6VWr.*'.499"9W 6W DATE: CIVI DATE: FA-EY CERAE AND MAER CMILE SHT 2 OF 5 A~ M"Mill, 71C~7E fAQWZ7 SWL &-RESOCAS11i CHECKED BY: C fW aF/DWWW AV ACUPrAdl SMI/)XW AW AFMW )AC aAW DATE BY MARK REVISIONS APPR. DATE /VW APAWWW BY )W Mill I lit SCALE: AS NOTED NO. 1 OF 7 _IGNED BY: RICK FDRAWN BY: RICK CHECKED BY: /30/07 FOR: FIESTA FILE No. D- rDES CHARISSA J. A. 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TEE . 8' RSGV F X H (N)(W) 8' ADAPTER F X H (E) P.E.= 75.0 10 P.E.= 73.2 0 11 - - c,+ CL INTERSECTION a, 10+00.00 CINNAMON CREEK CIR. STA. 18+34.00 RED APPLE RD. 1 1 RAW 16 P E= 75.7 10+06.00 CINNAMON CREEK CIR. =18+40.00 RED APPLE RD. 8' SEWER P.E.= 750 M.H. NO.. 3 6' 13 14 1P5= 74.11 P.E= 74.2 P.E.= 74.6 11+93.00 CINNAMON REEK 12 TERM. M.H. NO. 7 SB- 8 P•E•= 7&3 M RD Under round Service Alert �T 4 9 WATER/SEWER APPROVED BY: �EfORE yo • EASTERN MUNICIPAL WATER DISTRICT CINNAMON CREEK CIRCLE Call. TOLL FREE yx4 j . 6fti a -800 CIVIL ENGINEER OF SUBDIVISIONS 40 0 40 80 120 c INITIAL DATE INITIAL DATE . 227-2600 PROJ. ENG. P'&C 1/9110 i SEWER OPER. PLANNING CONSTRUCTION Sco% 1" = 40' TWO WORKING DAYS BEFORE YOU DIG WATER OPER. DESIGN RECOMMENDED FOR SEAL COUNTY SEAL APPROV D BY: DATE: Z Z j y ID. U32, L31 !'cAALS P1PfPl1Ii,ED BY- APPROVAL LESS/ 1IFESS CO UNT Y OF RIVERSIDE S.A. 4 /35 0 J.'t W.O. 10 59 ' 0 \ �'' G b � TRANSPO T EPT., RIVERSIDE COUNTY, CA. HA Of At E E R TRACT lV o. 2 9 4 9 5 - 6 5 y B3006 C.O. 0G1.' &%_- rn �'' C.E- No. EXP. DATE: C%t4 • -%"*Y*W • pip 66oal o �' � � No. s�o � -SEWER & WATER PLAN AND PROFILE NO. 33!'SO 6820 A•rport Drive, CA 92504 ASSUR/N/G THE AC/CURACY/AND ACCEP.4B/L"OF W M �H� DATE: 12 I°I I°`t * P. os-3o-o6 * * °�• �'3°'0� * PREPARED UNDER THE DIRECTI N OF: Tel:(909) 688-0241 •RaX(909) 688-0599 COORD. 37D-59 � /N THE EVENT OF O/SCRERANC/ES ARISING AFTER COUNTY A11xW11AL OR CIV1` DATE: C IAAAON CHEEK CIRCLE SHT 3 OF 5 OUR/NG CONSTRUCAON, THE PRIMATE ENGINEER S/i4LL BE RESP7NS/8LE CHECKED BY: j� C►VIl �� FOR DETERMINING AN ACCEPTABLE SOLUAON AND REVISING THE PLANS DATE BY MARK REVISIONS APPR. DATE '�j, �GI< ,� _" FOr4 APPROI/AL BY THE COUNTY DESIGNED BY: RICK DRAWN BY: RICK CHECKED BY: DATE: -` m CHARISSA J. A. LEACH, R.C.E. 53390 EXP.6/30/07 SDCALE• OAS NO TOED BENCHMARK: SEE SHEET N0. 1 OF 7 FOR: FIESTA FILE No. 5706 0 / / File name: U:\OR4W/NG\ 03 i I I 1 I i I 1 I I i 1 t i t i i I i ! 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I I _ i 1 , i i i i i i I I I I t i ;i I i I i I I i I i , , I I i 1 �- i i i - I I i i ! 1 I i —i i i i i 1 i f i I 1 1 I I I I 1 !I i I i i i i i i f 1 I i i 1 I I I ; I : ; • a t I i i i E 1 i t 1 I I I I t v ; , t I , ; < I I I i I l' — 1 _— I I I I i I ! i I `I I 1 1 1 1 _ 1 t 7 i I i f ; i • i , , 1 , t i — ! f i i I I J i I i 1 i i s i i i , ' , E i 1 , : : I f 1 1 i I I I I 1 f i 1 1 I I I 1 i I i 1 i I I i l I , , : ; t 1 l i I I i ! V i !i 1 I I i I ! i I I i i I i� I i i i i I f f i I I i I i I 7 , � t ....... ..,.. .. ._ - i , ; t r r 1 ORIZ SCALE. - . ! I 1 t r _ I i I I I, 1 40 i I _ i. _ i i i f VERT. SCALE.• 101-00 1 1 -+-00 12�+-00 1» = 4' fED A�IV � T 4 • �Np Z 9 P.E.=71.1 z o 10+06.00 CINNAMON CREEK CIR. Q `� 20 Q o --18+23.00 RED APPLE RD. Z P.E.= 74.3 P.E= 74.6 0 ,� Q SEWER X—iNG `U U 1465.50 BOT 8" WTR O� N �° PE= 74.8 1465.50 TOP 8" SWR o v �W 8" P.V.C., C-9 , CL-150 9+87.00 CINNAMON CREEK -CIR. : o 18+23.00 RED APPLE RD. 8" FLG. TEE 8" RSGV F X H (N)(W) 17 8" ADAPTER F X H (E) PE.= 75.0 10 _ P.E.= 732OD CO w CL INTERSECTION 10+00.00 CINNAMON CREEK CIR. STA. 18+34.00 RED APPLE RD. _ 1 1 RAW 16 P.E.= 75.7 10+06.00 CINNAMON CREEK CIR. P.E.= 75.0 18+40.00 RED APPLE RD. 8" SEWER M.H. NO. 3 6' E/q 13 14 15 74.8 P.E.= 74.2 P.E= 74.6 11+93.00 CINNAMON REEK 12 TERM. M.H. NO. 7 (SB— 8 _ P•E= 76.5 AM APPLE PD. Underground Service Alert SSE T•4 WATER/SEWER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT CINNAMON CREEK CIRCLE £Y�G� Call: TOLL FREE e 1 -800 CIVIL ENGINEER OF SUBDIVISIONS 40 0 40 80 120 1 INITIAL DATE INITIAL DATE 227—zsoo PROD_ ENG. �Gc rlglo4 SEWER OPER. - PLANNING CONSTRUCTION Scale 1" = 40' TWO WORKING DAYS BEFORE YOU DIG WATER OPER. DESIGN RECOMMENDED FOR SEAL COUNTY SEAL APPROV D BY: DATE: APPROVAL �PRFPARM a►r l.D. U32, U i Ess� � � CO UNT Y OF RIVERSIDE S.A. 4 /35 a 0 e 44 1 47M TRAN W.O. 10559 SPO T EPT., RIVERSIDE COUNTY, CA. E/V C l N E E R S TRACT No. 2 9 4 9 5 — 6 b (..O/C.E.. No. EXP. DATE: 6�- �06 C.O. THE PR/1/AT£ENG/N££R S/GN/NG TH£S£PLANS /S R£SPON/BLE IOR NO. 33950 �� 5 � �y� SEER & WATER PLAN AND PROFILE ASSURING THEACC11RACYANO ACCEPABILITY OF TH£DES N £orV DATE: IZ � °4 * EXP. 06-30-06 * * �P• s— o� PREPARED UNDER THE DIRECTI N OF: 6820 Airport Drive, Riverside, CA -0599 COORD. 37D-59 DATE: � Tel:(909) 688-0241 • Fax:(909) 688-0599 IN THE fWNT OF D/SCREPANC/ES ARISING AFTER COUNTY 1�.9L OR CI VA. CREEK CIRCLE SHT. 3 OF 5 Ol/RING CONSM1077ON, THE PRIOATE ENGINEER SHALL B RES NS/B.z CHECKED BY: CIVl%- `rl \� FOR DETERMINING AN ACCEPTABLE SOLUTION AND REW/S/ THE LANS DATE BY MARK REVISIONS APPR. DATE � `� `\� '��`CAl•� SCALE: AS NOTED BENCHMARK: SEE SHEET N0. 1 OF 7 FO1?APPROVAAL BY THE COUNTY. DESIGNED BY: RICK DRAWN BY: RICK CHECKED BY: C— DATE: CHARISSA J. A. LEACH, R.C.E. 53390 EXP.6/30/07 DATE: 01/16/04 FOR: FIESTA FILE No. 5706 Di 7J91 File name. 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' I r -7- ; I - 1 1 I i r I i i E i I i I i I 1 i i I i i I I I 7 ; r! v i i , , HORIZ SCALE. � -' ` I I 1 I F i - 1 ( i 0 1 i 1 I 1 1 VERT, SCALE. 10+00 11 +00 12100 13+00 14+00 1" = 4' 16+00 17+00 18+00 19+0.0 20+00 ALEY MCLE A MOLE C�1NVi4A#ON CSC MCLE PALOA14R S779EET' "4 CT SEE Sh ET 2 SEE 5� "2 SEE S EET 3 SEE T 5 STA. 12+67.00 STA. 15+45.00 SEWER X-ING SEWER X-ING STA. 18+23.00 RED APPLE Q 1456.89 TOP 8" SWR 1458.29 TOP 8" SWR STA. 10+06.00 CINNAMON CREEK 18 Q " SEWER X-ING � I � Z 1459.63 BOT 8 W TR 1461.57 BOT 8" WTR 21 6 ' 1 , 14+62.05 TOP 8" SWR P.E.= 65.5 m 36 , 29 28 i P.E.= 68.6 14+65.50 BOT 8" WTR , 13 - 0' 120' _11 P.E.= 612 6 P.E.= 87 0 P.E.= 6&4 6 ' 6 P.E.= 74.2 U P.E= 87.0 8 8 12+84.00 RED APPLE RD. 15+62.00 RED APPLE RD. Q STA. 114.77.06 =10+06.00 RILEY CIR. 8' 8' 20 8� 8' 18+40.00 RED APPLE RD. PROP. 8 SEWER 6 M.H. NO. 1 8" P.V.C., C-900, CL- =10+06.00 MAlER CIR. =10+06.00 CINNAMON CREEK { PER TR. 29495-5 I REMOVE 8' PLUG & � 13' S/q � M.H. NO. 2 P.E.= 74.3 � JOIN PROP. M.H. No. 6 11 M.H. NO. 3 PER TR. 29495-5 R/W � I CL INTERSECTION T STA. 122+7233 PALOMAR ROAD 19 STA 20+23.89 RED APPLE RD. P.E.= ".9 ( - - --- - - - - -�- -- CL INTERSECTION - { -� (O _ 10+00.00 RED APPLE RD. I { I t 1 ;.� 1�? t3 14 15 16 7 �O `f 18 g� I 17+46.80 MACINTOSH - - lit - - }-- - - i, T �-- R - - - - I 19+98.76 RED APPLE RD. f 122+59.33 PALOMAR STREET ` PROP. 8" WATERLINE Q R/W 8" RSGV NFEXD HEW, p {� 12+67.00 RED APPLE RD. 15+45.00 RED APPLE RD. 18+23.00 RED APPLE RD. ( �(S) 2 O r� PER Ti? 29495-5 9 t87.00 RILEY CIR. 9+87.00 U41ER CIR. 8" SEWER 8" ADAPTER F X H (N) Q �' CL INTERSECTION 8" SEWER CL INTERSEC ON 9+87.00 INNAMON CREEK CL INTER ECTlON 8" FLANGED Ti8" FLANGED 'T' 15+56.00 RE APPLE R 6' N " P.�= 84.8 I � 10+06.00 RED APPLE RD. a � Q 12-i-78.00 RED APPLE RD. " /� 8" FLG D TEE 1$+34.00 RED APPLE RD. pg 13.06 RED APPLE RD. 17+52.80 MACINTOSH a O 8M RSGV F X H (N)(W) 10+00.00 RILEY CIR. 6' N/� 8" RSGV F X H (N)O 10+OO.DO MA R CIR. 8" RSGV F X H (N)(W 10+0D.0 CINNAMON CREEK Q °� Z 8 ADAPTER F X H (E) 8 F X H ADAPTER ( 8 ADAP R F X H (E5 TER M.H. NO. 4 (SB-58 0 I 0' M.H. PER TR 29495 5 W o N I yam m T 9 10 �� 1 2 3 4 5 6 7 8 9 10 11 12 I 0 �W Q I + �` P.1::= 86 S P.E.= 88.9 P.E.= 87 5 P.E.= 8�0 P.E.= 8.3 P.E.= T3.2 P.E.= 73.7 P.E.= 78.3 P. 8�8 P.E.= 86 1 A =o o I- P.E.= 87.2 P.E.= 87.8 P.E.= 89.3 P.E.= 71.1 PALCUAR STREET RED APPLE RD. � 5 Underground Service Alert WATER/SEWER APPROVED BY: ORE y EASTERN MUNICIPAL WATER DISTRICT Call: TOLL FREE �' J• L M le I ��oo CIVIL ENGINEER OF SUBDIVISIONS TE 40 0 40 80 120 1 n INITIAL DATE INITIAL DATE 227-2fi00 PROD. ENG. 104 SEWER OPER. PLANNING CONSTRUCTION Scale 1" = 40' TWO WORKING DAYS BEFORE YOU DIG WATER OPER. DESIGN RECOMMENDED FOR SEAL COUNTY SEAL AP P OVED BY: DATE: / t / Z V 1/ PLANS PREp11F�D Bf:• 1.D. U32 f U.3� co APPROVAL E � OESS/q COUNTY OF RIVERSIDE SA. 49/35 0 W 0. 10559 0 y •� RANSPO ATIO EPT., RIVERSIDE COUNTY, CA. '� N a/ N E E R S TRACT No. 2 9 4 9 5 - 6 ju .C.E. No. O EXP. DATE: 6130l06 c+vwr C.O. 6oa� as o No. 53M E � SETTER & WATER PLAN AND PROFILE THE PR/I/ATE ENGINFER S/GN/NG THESE PG4NS /S RESPONSIBLE FOR NO. 339� �r EXP. s-:w-o� PREPARED UNDER THE DIRECTION F: 6820 Airport Dave, Riverside, CA 92504 COORD. 37D-59 ASSURING THE ACCURACY AND ACCEPAB/L/TY OF THE DESION HEREON• DATE: I Z(OI I Gy * P• �- - * Tel:(909) 688-0241 • Fax:(909) 688-0599 FAD APPLE I ?. DATE: IN 77/E EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPfi'OIrAL OR CIy14 SHT• 4 OF 5 �ORI O 61ON/NING AN ACCEPTi4BLETSO�T/ON�DR&Z 9ME RESPONSIAWE G TIf P14NS DATE BY MARK REVISIONS [APPR. DATE CHECKED BY: C►yl�. `f �CA`\� �� _ { �� SCALE: AS NOTED BENCHMARK: SEE SHEET NO. 1 OF 7 _ FOR APPROVAAL BY THE CDUNIY DESIGNED BY: RICK DRAWN BY: RICK CHECKED BY: C:- DATE: CHARISSA J. A. LEACH, R.C.E. 53390 EXP.6/30/07 DATE: 01/16/04 FOR: FIESTA FILE No. 5706 �� ao Flie name. U.\DRAWING\ASH -6 I i i i, I i I i , i i I I , i 1 I 1 I I I I i I , : I t t I I i I 1 t i i i I i I i f i 1 , 1 i , I I I I A i I i t ( 1 I i , , , , , 7 I i i I , s 1 I ,1if:I -tf I I , 1 I 4 1 i 1 i{ i f 1 ! i 1 7 I i i : I f I i f I I 1 i i k I 1 i I 7 t , , , , i r i i 1 — ! ( I I I i i I ; I I I i I i i i a I I i I i I! I M IW , : , —l , I 3 i I r ; , v ^ ; I i i I ( �T' 3 1 i N 3 i I 1 i 1 i .0 r i , i , i , i , i f ' t r LL_ I — i V I i 1 i f ! i 1 I i i i i d i I :� 1 i I i i T I1 7 1f 1 I If! I TIH� !i 1 F i ii I O 1i LLJ w Z w - - - - -- t- - - - -- - _ _ - ,t { i ii : i.-- -- ............... ,�, .............c.. .__ _-...-. ,-..__ ..__ ...._ ,IDE W i- _ I ' ; I , —— , : F -i- r 1 1 I I I I ! 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I ! 1 i 1 , i t 1 1 I i i 1 •E I I 1 I i i i _ t t — 1 I I N i , I i I i I R I 1 � t I i I 1 t� t r I i F••�• 1 1 , i , i , , r i i I 1 t .I ( i O 1—` I F ! i Q i t i , a , I i , } { i ! i , 1 I i r i H 1 1 1 1 I 1 i, 1 ;i 3�0 EW R I V. i : • i , ' PERT CT.2 5 .1 I 6 F 1 1 , 7 2 F � I I i i , i I ! ! i I : , : f 23 08 yy F ©F EWE : I , i I i i 1 LF,OF 115 !I .501 SEIIlER r , I , i , i -- ' r , i , i I - t — — — — - - -d — -' , , I ORIZ SCALE i • 1 1 — , — i 3 I f I i i 1 I I 1 4 I 0 I I i I E 1 VERT• SCALE. 119+00 120•4-00 121 +00 122+00 1" = 4' 124+00 125+00 126+00 127+00 123+00 11 PROPOSED 8" P.V.C. PE- 75.7 4 PER TR. 29495-1 LQ f D API►�:.E ROAD WAT5+0N ROAD \ �o �cL �� ch 'fl �n N C-900, CL-150 _ = EX! 8" ACP WATERLINE 0' 30' W7f PE= 75.0 PER D-5490 \ +>z ++gin o , o I 2 d • w _ _ 0 20 �_ �m �*�r rn 6 I N� \\ � � N II �� 13' �`3 N� 14 15 �'= Nm ko� I CON CTOR TO VERIFY EXACT 7 co 8 0 12 PE- 74.2 PE= 74.6 PE= 74 8 + + N ro W I I \ m PE- 76.3 N N I ? I TO ONSTRUCTION.AND ELEVATION PRIOR CENTERLINE INTERSECTION - -- ---- -- ------ - - - - --- - -- STA. 126+ 6.81 A A -- - STA. 36+89.00 WATSON ROAD o I STA. 79+21.67 (S) PER D-5490 STA. 198+14.14 (E) PER D-5490 N _ 119 120 121 122 123 - 124 125 126 - - - -- - - - - - - --- - - -- - - - - - - -- -t - -I - ' - �— I - --r-- - I - ;- - STA. 126+96.81 /. EX. 8 TEE (01 - -- -- -- - -- -CROP-QSED_lAIT£R/AL - - -- - -- STA 126+87± V- d - EDGE OF PAVEMENT REMOVE EX. COUPLING, 3'3" & - - - - -- - - - - -- -- - - - & CONNECT TO • BUTTERFLY VALVE - -- - -- - - - - - - - - - - - - - - - - -- - - -- Ar sr� •61 --- - - - - - - - - 0 - - -- - - - - -- — —— — — —— - -- - - - -- - - -- - - - --- - - - - - - - - - -- - - -- - - - -- - -- - - - - - - � �,- - - - - - - - - - -- - - -- - - - -EiHS•F. -�" WATERLINE Q Q a PER D-5490 PROP. 15" SEWER Q W o 15" SEWER O \ - PER TR. 29495-1 co � 77 6' Elq p 82 81 80 79 �o � 78tv Underground Service Alert 9 WATER/SEWER APPR�VED BY: o o� ��o CENTERLINE INTERSECTION EASTERN MUNICIPAL WATER DISTRICT +C)�* +o STA. 122+ . L a STA. 20+23.89 WALE RO�I,l3 �fORf �� o r°G Cali: TOLL FREE �1 N�„' N W 40 0 40 80 120 -�oo CIVIL ENGINEER OF SUBDIVISIONS TE Off—AM M c INITIAL DATE INITIAL DATE PALOMAR ROAD Scale 1" - 40' 22��ZVOO PROJ, ENG. Act �O¢ SEWER OPER. PLANNING CONSTRUCTION TWO WORKING DAYS BEFORE YOU DIG WATER OPER. DESIGN RECOMMENDED FOR SEAL COUNTY SEAL APP OVED BY: DATE: / ? ' Z f (� y APPROVAL PUNS PREPARED W. LD. U3?, U34 � rfESS/ MI CO UNTY OF RIVERSIDE S.A. 41/35 t� p J•at II I/LLOA/V A. p F, ! ANSPORT ION EPT_ RIVERSIDE COUNTY, CA. TRACT N o. 2 9 4 9 5 — 6 w O• 10559 0 �� a C.E. No. 3,7 EXP. DATE: /VIE E R S c.0. 6�a o SEWER & WATER PLAN AND PROFILE THE PR/fiATE ENG/VEER S/GN/NG THESE PLANS /S RESPONS/BLE FOR �• 's-53390 7 * PREPARED N D ER THE D I R EGTI N F: 6820 Airport e, Rivers PAnnn o COORD. 37D-59 ASSURING THE ACCURACYAN0 AGCEPABILITY OF THE DESIGN HEREON• DATE: �Z�o �Oy * ��' �- -� * DATE: Tel:(909) 688-0241 • Fax:(909) 688-0599 PALCMAR ROAD IN THE EVENT OF O/SCREPAN0CS ARISING AFTER COUNTY APPROVAAL OR CIVIL SHT• 5 OF 5 DURING CONSTRUCT/ON, THE PRIMATE ENGINEER SHALL BE RESPONSIBLE CHECKED BY: CIV11. �� FOR DETERMINING AN ACCEPTABLE SOL41PON AND REVISING THE PLANS HD TE BY MARK REVISIONS APPR. DATE '�' (r c0i D FOR APPROVAAL BY THE COUNTY CHARISSA J. A. LEACH, R.C.E. 53390 EXP.6/30/07 SCALE: AS NOTED BENCHMARK: SEE SHEET N0. 1 OF 7 FOR: FIESTA FILE No.�IGN�D 8Y: RICK DRAWN BY: RICK CHECKED BY: C;- DATE: DATE: 01 16/04 5706 D 1 T File name. U:\DRAWWG\ !4. 9�W05 OFFjoSITE SIGNING AND Sh lW STAUMMG G NfRA4 DOTES 1. TRAFFIC STRIPES, PAVEMENT AKRKlNGS AND RAISED PAVEMENT MARKERS PER C4LTRANS, STANDIRD PLANS AND SPECIFICATIONS, LATEST EDITION AND THE M.U.T.C.D. DATED 2003 AND M.U.T•C.D. CALIFORNM SUPPLEMENT DATED 2004. 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON +' ; + . -- D ON 4" X 4" WOOD POSTS WITH I 1 ,.r PLANS. SIGNS SMALL INSTALLS ' -' _ _ - f i ;r` ¢j I § I ` �E ANCHOR BLOCKS UNLESS OTfERM�ISE NOTED ON THE PLAAI - - ` �' I I r--- - -. r P ; - J. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE � 4 ¢e Y ..-Fi t F .__.-«__..� �.:»... I _ t .-.—.._r.a.-'¢' °.' Q? 0 - REFLECTORIZED. STENCILS FOR PAVEMENT M4RK)NGS SHALL M}4TCH t Ali _� _ '- �. �1 I w.�_..- .�,� ' --_ ."'' .� ! ,».. ,1 .,_.._ --!p:71y 112 / 23 P 71/ I12 �� '' � `�` { COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. ALL STRIPING — - ------ -- -- -- —' ' `"--� AND MARKING DETAILS SHALL U4TCH CALTRANS STANDARD PLANS DETAILS fY> i 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SMALL BE u �; ,+ , REMIOVED BY . ' STING OR GRINDING. CONFLICTING SIGNS AND "3 RAISED PAST AARKERS SMALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. i 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SMALL BE APPLIED /N TWO COATS PAVEMENT A64RK/NGS SHALL _ ,�A BE APPLIED /N THEPL4ST/C FORMAT UNLESS APPROVED OTHERWISE. f 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB S/TE i — ..1 i i _ 7• THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF SIGNING AND'STRIPING SHALL BE /N ACCORDANCE WITH -- -- s r eta — — ! f q THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY THE 'f I 4 w DEVELOPERIAPPL T THE COUNTY RESERVES THE RIGHT TO REQUIRE ,` > 1 ALL WORK TO BE DONE BY THE CONTRACTOR. " -- wW y a i 1 1 t B. RAISED PAVEMENT MiARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ONell THE SIGNING AND STRIPING PLAN. INSTALLATION SHALL BE COMPLETE r ; WITHIN SEVEN WQRK#VG DAYS OF R AY STRIPHVG. RAISED PAVEMENT ` s; I� MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH "EXPRESSWAY" OR �t �. - 2 " 2 "ARTERIAL" CLASSIFICATIONS ONLY. }iJ pps@q I t'F I* r.. f y _...._ - I i is, *', s f' " t ii i ! ".-+.a,-...- -.ems-_ • i , 4 r v CONSTRUCTION NOTES AND QUANTITIES FA _ i .. PER COUNTY OF RIVERSIDE STD. No. 816 3 EA. - BY COUNTY - I &PLACE STREET A64ME SIGN Q-INSTALL STD. SIZE REFLECTORIZED STOP SIGN (R 1-1) ON METAL STREET NAME POST AS 4 EA. - BY COUNTY PER COUNTY OF RIVERSIDE STD. 816 , ►- 'r "STOP' LEGEND & 12" WHITE LIMIT LINE PER CALTRANS STD• PLAN A24D 4 EA. BY CONTRACTOR 3D-INSTALL/REINSTALL THERMOPLASTIC - 4a-INSTALL MEDIAN .STRIPING PER CAL TRANS STD. A20B DETAIL 28 1545 L.F. - ir BY COUNTY ; = 1 EA. - BY COUNTY — — t 5�lNSTALL RIGHT LANE MUST TURN RIGHT" SIGN (R3-7) ' 4 ©-INSTALL THERMOPLASTIC TURN ARROW MARKINGS PER CALTRANS STD. PLAN A24A, TYPE IV 6 EA. - BY CONTRACTOR € - ❑ � -' 7 INSTALL TWO—DIRECTIONAL NO PASSING PATTERN PER CAL TRANS STD. A20A DETAIL 21 4130 L.F• — BY COUNTY i r T, rz CHANNELIZ/NG LINE PER CAL TRAMS STD. A20D DETAIL 3B4 735 L.F. — BY COUNTY - INSTALL -- a t ,> DJ u` s it f t _.. LEGENDY . � A A , PROPOSED REFLECTOR/ZED STOP LEGEND P PROPOSED .STREET.SIGN do POST R/W RIGHT OF WAY �� EP EDGE OF PAVEMENT it i _ - A ' THERMOPLAS7C TURN ARROW _ SnE S v WATSON RD. w z .. fit"• E .w> to Z. Q V.1 •' IE x ; •i i _ z Z ate+ p a - t clic Ld cn 1 .� � _ ...... -..,...., �...,_ ..5. ,.,........... ...:.........vw ..�... ,,»+ _.w:,... .„,--,.....� .....,_.._.....a...,...-.....,..�.e......,..... _. „__.N�,.......,,- Y . - ,�.e ..w==Qa.J�„ r ,s ;jf .: _.. ,n w� r. w w , is p U n a. �R�rOG Coo: TOLL FLEE Zoo o Zoo 400 Soo 227-2 Scale 1 " = 200' TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF I`11I h� ENGNVEERS SEAL _ Ae BENCHMARK:1.1 M US SOUTHM�EST OF LAKE .. SHEET No NOTE. " WORK CONTAINED WITHIN THESE PLANS SHALL NOT SKAWVIER DAM F THE II4TERSECTON OF SOREL TRACT No 2949 5—6 /.P.NO. 030150 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR TRANSPORTATION O Nd DEPARTMENT A R T M E NT - ROIAD AAAO 6007LEG ADW, 118 FEET NOR7H OF " TRANSPORT THE CENTERLINE OF 9007LEG ROAQ, 21 FEET EAST GRADMIG PETIT .HAS BEEN ISSUED APPROVED �Y. OF 71 .CENTERLII of L RD."8 FEET SOUTH COUNTY OF .RIVERSIDE 1 l OF A TELEPHONE RISER, A 3-114 INCH STANI D �% ci i► r,iw • � • STAM WD WVSC ALUWINUM DISK, SET FLUSH, IN SCHEDULE A 6820 Airport Dri Rive e, CA 925.04 TOP OF, AND IN THE CENTER OF A 3 FEET E OFF—SITE SIGNING AND STRIPING of SHEETS- o 9 CATCH MS/N, 1 FEET EAST OF CURB FACE THE PRNAT£ENG/AfTR S/GA THESE PY.4NS /S RESPl�11✓SALE FOR MI®. 3 60 M0. 3r M 1, ) ) `v LED HMAN DATE: Tel: 951 - 1 - F 51 6>38-059 ASSU~ Th1EAC0MWv J ACCE U7Y OF THE DIES/GN HEREON * Ems. Ai- -�i * R.C. 0 * i- -0 * � s•I •Qr MOV DESIGNATION: SD 6 1 /N )W fWNT!c bYSG' k3' 447DF 6619*9Y: O& OR 1111111111111111 bv~ CONS7R/JC7A9N, 7AC Tf ZW*%fFR SHV-L BE RENAOVS/BLE Ct1 �, / R.GE B&31RA7 l�1VD 88 ELEY 1401.44 FOR AN ACC£P7A}8YE,SI�UT6W AW AFWSIA49 THE PLANS �� , � � �� FOR: ENGINEERS COUNTY FQR 9Y.7NE LblbylY MARK BY DATE REVISIONS APPR. DATE - REGOMENDED BY WILLDAN DATE: DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HORIZ. -1 =2A0' VE�ZT: N A PIZ A FILE No. 57 -C� FILE No.997 � a File name. U.\Drowing\ASHBY\5706\29495-6\5706se01.dwg OFFjoSITE SIGNING AN. D STRIPING PLAN . TRAC-T NO. 29495Ao6 ANTELOPE ADk + x R, u, J t 276' TRANSITION f 150' t EX. RIW - EX EP E t R 1 1 EX. RIV EX. EP PROP. EP a� — - - --- — — - -- - --- -- -- - O 37 18 p P9 30, h- AC DIKE TAPER a ( t PROP. R/W PROP. R PROP. R/W 22 CTyr.�/L 21 20 19 1 S 9 -4 D - 04 4 OPEN N SPACE SCE A�dTELOPE MOTTE ROAD CIRCLE , y u i t f ` i 1 , 2 1 N i !CONSTRUCTION NOTES AND QUANTITIES , E Y ti _...._.._ % EX. RI 1 PLACE STREET N64ME SIGN PER COUNTY OF RIVERS/DE STD. No. 816 :� 2a-INSTALL STD. SIZE REFLECTOR/ZED STOP SIGN (R1-1) ON METAL STREET NAME POST AS t + PER COUNTY OF RIVERSIDE STD. 816 CN 3o-llVSTALL/�E�rISTALL FMEIMOPLASTIC "STOP" LEGEND 12" WH/TE LIMIT L/NE PER CALTRANS STU PLAN A240 EX. EP PROP. EP jjjj t RIGHT" SIGN R3-7 � ———— — 7\ 5 /NSTALL RIGHT LANE MUST TURN ( ) • -INSTALL THELASTIC TURN ARROW MARKINGS .PER CALTR4NS SID. PLAN A24A, TYPE IV �� _-_ .-._...... .. .._._._..__._ 7D-INSTALL TWO-DIRECTIONAL NO PASSING. PATTERN PER CAL TRANS SID. A20A DETAIL 21 23 24 215 _ WA j� 27 29 3U w 8o-lNSTALL CHANNELIZ/NG LINE PER CAL TRANS STD. A20D DETAIL 384 IL Ct PROP. R/W 17 16 15 14 V: 15 \_29 14 t 33 38 QED '� \_ 4 J 32oftw Jet SPACE � 2 9 4 � � PROPOSED "REFLECTOR/ZED" STOP LEGEND T PROPOSED STREET SIGN & POST R/W RIGHT OF WAY EP EDGE OF PAVEMENT THERMOPLASTIC TURN ARROW I < � 3 n STOP SIGN ONLY ON DIRT ROAD NO P TED STOP 34R 150' �EX QIRT 1 1 }2 � R/W� EX. EP EX. EP- -- - --- --_._. — _.. --- - -- --- - - --- -- - - - ---- --- — — __�_ :37 INI 31 2 3 � 34 — 39 - 40 0 40 80 120 Q _..._ _._�._._ ___.__w_ , Scale 1 " = 40' EX. R/W E PROP. R 3 0 V � e 38 CrrP. jh PALOMAR ROAD ` OR r E 25 24 17 1 E SEE SHEET 3 C& Tt�LL E 2 9 4'A :5 6 227-2 0 TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL r[AA6 - SBENCHMARK: lNWER w 1FA10M THE INTERS€CT10NN OF HOWL SHEET No- NOTE.- -0� l�l 'S1�iJ�E ENGI+NiEERs SEAL TRACT No 29495—� •1.P.NO. 0301 50 NOTE: CONTAINED MWTHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT' AW AND XO'TLEG AW, 118 FEET NTH OF � CO/a�+MENCE UNTIL AN ENCRa4CHMENT PERMIT ANDIOR �4PP'F 4V` �Y: THE CENTE&W OF 9007LEG RED, 21 FEET EAS COUNTY OF RIVERSIDE 2 GRADMNC PENT HAS BEEN ISSUED �� ' ,� OF THE CEIWRLINE � BOLL RD. 8 FEET OF A TELEPHO W£ RISER, A 3-114 INCH STAN�RD SCHED ULE A Z FLUSH, fiV T I Cori .CA STANAF; THE CENTER OF A ALL&MN DISK, JFEL7 WDE — o to airport Drive, ��v OFF—SIGHT SIGNING AND STRIPING of SHEEfs N gyp• ALorg Oak ED MAN DATE: Np, T®M:(951) 1 • :('i>51) 688-0599 CATCH SSW, 1 FEET EAST OF CURB FACE TH£RAV47F EA R SG 7hffMF AL40VS /S AIFS JYVS/BLE FOR ASSU,�iWG ThLc_ACCl�4CY AAMO ACCE ITY OF Tff£DESIGN h£REON * Ah�l-Oi * R. 0 * ErIW. i- 7 * FApwww AwYr e IN Ti�ilE Ed£NT OF l�YFfEf3AtikLES'A+4G ATTER CDYJNTI'AR 'OI?4L OR �"Cr AAYD DESAGiW1TllV SD 6 1 [« RC.E Ems. X.A97hk N4W 88 ELEV 1401.44 i DURING CONSTRUC71ON, ThE PA�W7F EVER SIAWL AW RES1MSIE_E ?� �s FOR: ENGINEERS COUNTY FOR Af7F AN ACCEPT ALF SOLIOXW AND AFWSING THE PLANS Ar� DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- . SCALE: I10 IZ. 1"= ' VERT. N A FIESTA 57M.ce � o Fl1R..A 9919YAL W 7h££ZWN1Y. MARK BY DATE REVISIONS APPR. {SATE RECOMENDED BY WILLDAN DATE: � FILE No. FILE -7.77 � foie name: U:\Dr+swing\ASHBY\5706\29495-6\57 ftsO2 dwg i OFFoSITE SIGNING AND STRIPING PLAN TRACT NO. 29495sw6 J OF /✓ 4h, 105 106 1.07 108 109 110 1i1 LaiPALOMAR ROAD u EDGE OF.PA.VING °j w �,, � v � k CIDER STREET ICI ' I • CI � OI ]� CONSTRUCTION NOTES AND QUANTITIES �I I - 1� I 2 9 4 96 l ' _._ 6 4a-INSTALL AELWAN STRIPING PER CAL TRANS. STD. A20B DETAIL 28 INSTALL THERMIOPLAS77C TURN ARROW MARKINGS PER C4L7RANS STD. PLAN A24A, TYPE IV 71�INSTALL TWO-DiRECTAaW NO .PASSING PATTERN .PER CAL TRANS STD. A20A DETAIL 21 INSTALL CtOINNELIZING LINE PER CAL TRANS STD. A20D DETAIL 394 I 150' o I o o R 2 113 I 114 N 11 N ra N — i — i-- — 116 117 118 119 150, ti o — — — — — 90 T N `� N PAL AR ROA ' 120' k LEOEI'Yfl _ � FUTURE PROPOSED REFLECTORIZED STOP LEGEND CIDER STREET PUTURr 2 9 4 J 65 n •r PROPOSED STREET SIGN & POST � R/W RIGHT OF WAY r~U_rUf?.E 2 J 4 D 6 F' EP EDGE OF PAY/EMENT THERMOPLASTIC TURN ARROW RED APPLE ROAD t fill --j I I Ll Z� a2 O n t � z _ y � 9--6-� fi � J ' o _.9_.: z �.�__. _ ,___._.._..___ __ _ e__ __. .. ------ ._ _w_a _ _.._.. _._. . __...__ _ . _. ...... _..___.. _ J 4 D 6 D ■ �.__.-_ I o 40 0 40 80 120 w 150, � - o p N) w y ----- ------ jig Sca/e 40' N 120 121 122 ^? 12JfN a` �? 124 125 w 126 ' 8 N N N 7777AAL71 #I R T ROAD _ -p 120' UndwVwfld Swvko Aleff ?c 37+50.00 W.l: TOLL FE r r PV 7'Ur'-r .2 J 4 9 6J rr END /IOW k I 227-2600 WA TSON TWO WORKING DAYS BEFORE YOU DIG ROAD NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY SEAL COUNTY :OF : UflE ENGINEERS SEAL l � BENCHMARK: 1.1 NNLES �I77 T OF LAKE SKINNER IOW FW1M THE INTERSEC7ION OF DEL SHEET No. TRANSPORTATION DEPARTMENT Ram AND M007LEG ROAD 118 FEET NORTH OF TRACT No. 2�4��-� LP.IVO. 0301�O COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR �' GRADING PER60T HAS BEEN ISSUED APP' 1? O BY: THE CEIVTENIER OF BOOTLEG RD. 21 T S TH COUNTY Off' RIVERSIDE 3 - 14 OF THE GENTS-RUNE OF BDREL R� 8 FEET SOUTH ' I OF A 7ELEPHONE RISER, A 3-114 INCH STANDARD SCHED ULE A ►� c L T C.A# � • PM■+ STANDARD M1 WC ALUMINUM DISK, SET FLUSH, IN 682.0 Airport Drive., Riverside, CA 92504 TOP OF, AMID .1N .THE.CENTER .OF.A .3 FEET N E o `'. OEM'—S��'E SIGNING AND STRIPING OF � �StfEE�S €a THE PR/f/)F E /A�R SA;N*WG 7hE E RL4VS /S AIFNPONSIBLE FOR Np, K ED HMAN DATE: ML Tet:(951) - F 51) 688-0599 C47CH BASIN, 1 FEET EAST OF CURB FACE ASS • 7W ACC CYAA�J AC00 IIY OF 7W G1L3yGN HEREON. * �. 06-30-K * R.0 50 of ��` �,� r of AV 77iF fWV7 OF A50 -' /fS AAV. 'AFTER CO6W7Y ARIM919 V OR �.i+:rw of v i�•QJ MII'D DESI6/OTION.• SD 6 1 i aMWIV C( 771W)% N 7AE-RhMIF EAGER SM4U AF RESPONSI' CIV1 +��. NIFVD m ELEV. 1401.44 •• AV F6If �L 4AS ACCERTAAE SaU716W AM fifWSING 77VE RRANS l r JF ,�- FOR: ENGINEERS COUNT) FOR 9Y 7W L916VI: MARK BY DATE REVISIONS APPR. DATE RECOMENDED BY WILLDAN DATE: DESIGNED BY: RH 2AWN BY: RH CHECKED BY: C- _SCALE: . 1 -40 VE N d MES1'At FILE No. 5708.Ce FILE No. � File name: U.•\Drawing\ASHBY\5706\29495-6\5706ss03.dwg TRAFFIC SIGN PLAN GENERAL NOTES TRACT NO. 29495o6 1. TRAFFIC SIGN AND THEIR LOCATION. NO STRIPING /S TO BE SHOWN OTHER THAN STOP BARS AND STOP LEGENDS ALL DEVICES ARE TO BE PER CALTRANS, STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION AND THE M.U.T.C.D. DATED 200J AND M.U.T.C.D. CALIFORNIA SUPPLEMENT DATED 2004. 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON �� -� - �" -�-�--- � �---� "� •.-__.__.___._ _ ._..__. .____ _ _. ____.__ WITH �_�_a_�.._.__. ___ .____ __.__-____._____ . 4 W POSTS .� � _ __.- _ - .._ __�_�_�r_:.�__._.__._��___ _._�.____��.____.__ ___-_.._..___._...___.__-__.... ___ .._. .._._.. _ _________ __..___--_..._.�__. _..______. ___._z:___.�w__-___._-.-_�._.�_-______._m____.__-__-..._.__ .__.._.,..__._.__.._.._ PLANS. SIGNS SHALL BE INSTALLED ON 4 X WOOD ANCHOR BLOCKS, lF /N UNIMPROVED AREA. OTHERWISE SIGNS ARE TO BE PLACED BEHIND THE CURB OR MOUNTED IN STREET NAME SIGNPOSTS UNLESS { ---- -- — ---�- -- -----"_"�-"- OTHERWISE NOTED ON PLAN. PROPOSED 48" SIGNS SHALL BE INSTALLED. ! V ! SEE OFF-SIGHT SIGNING 33 AND STRIPING PLAN J. ALL SIGNS, STOP BARS, AND STOP LEGENDS SHALL BE REFLE-CTORIZED. - _ ._ I !i !� 32 25 24 17 16 TRACT 29495-6 STENCILS FOR STOP BARS AND LEGENDS SHALL MATCH COUNTY FEDERAL II I METRIC STANDARD STENCILS EXACTLY. ! I� j ! it � 4. ALL REMOVALS OF SIGNS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OF APPLICANT. 26 5. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. oc 6. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTILLATION �` OF SIGNING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH II Ir - ,`_ .., `1 "K V ALL INCURRED COSTS BORNE BY THE DEVELOPER/APPLICANT. THE COUNTY ! ! I !I J ~�- '� ` I 35 �' 30 27 22 RESERVES THE RIGHT TO REQUIRE ALL FORK TO BE DONE BY THE 19 1 CONTRACTOR. l j II I I I 36 1 18' 29 28 1 18, 21 20 1 13 p 18 in 5 I 9.5' it 1 if L_ N ! - + — 1— 12 13 I_ 14 15 16 17 18_ 19 I �- - { + I RED APPLEIf R. A,p I 1 it it - --- —.— i +I O 12 � tt1 \1 �� !�l//2 5l//4 -17-EC. //, T. ., iQ.3LJif ev snr WATSON RD. /' �\, t II 'x i f A (� ! W PINA(ATE RD. if "K I CONSTRUCTION NOTES o-PLACE STREET NAME SIGN PER COUNTY OF 4 EA. BY COUNTY I if >�� - - --- �/r i�' I it � ' If i ! RIVERSIDE STD. No. 816 1, — rta_��€R--�TEU------ r , 2 INSTALL STD. SIZE REFLECTORIZED STOP SIGN (R 1-1) ON METAL 1 EA. BY COUNTYi if �; STREET NAME SIGN POST AS PER COUNTY OF RIVERSIDE �� - —� -� _ — _ _ - - - fit STD. 816. _ ✓ - - REMOVE EXISTING BARB/CADS 1 EA. BY CONTRACTOR PLACE 12" THERMOPLASTIC LIMIT LINE AND STOP LEGEND 1 EA. BY COMWACMA PER CALTRANS STD. PLAN A24D AND A24E � y So-INSTALL STD SIZE SIGN AS INDICATED PER M.U.T.C.D. 1 EA. BY COUNTY 3 M,3, 7-4,16 2-63- I I ,I II I is LEGEND L°r e F��I�JOLIA F. I F��JS PROPOSED "REFLECTOR/ZED" STOP LEGEND I.B. l2 / 7l i T PROPOSED STREET SIGN & POST BARRICADE � ��, � 100 0 100 200 300 Undwrouwt o� C : TOU FREE Scale 1 " = 100' 227-2600 TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUiNTY OF RIVERSIDE ENGINEERS SEAL SHEET No. Z NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION D E P A R T IMI E f�I T TRACT No. 2.94 95—6 I.P.NO. 030150 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR -21 e GRADING PERMIT HAS BEEN ISSUEDpf ES,SI APPROVEDY: CO U1V T � ' RIVERSIDE 1 w. t / /V '� 0-AAs� Z Y `ter ' � � SCHED ULE A i 6820 Airport Drive, Riverside, CA 92504 OF ' SHEETS !\ KH D OT N DATE: Tel:(951) 6 1 •;0951) 688-05 MA. M6. THE PR/IWATE ENGINEER S!G/ING THESE PLANS /S RESPONSIBLE FOR TRAFFIC SIGN PLAN \ ASSURING THE ACCURACY AW ACCEPA6W17Y OF THE DESIGN HEREON. * Ems. Ai-3�-K * R.C. 3 * Ems. i-i�-�7 * , , h IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY A9C OR DURING CONSTRUCTION, Tf�PR/VA7F ENGINEER SHALL &-RESPONSIBLE ' CIYI�. �. / ' '. FOR 0f7FA%ftN9 AN ACCEPT. E SOLUTION AND 1?f S/NG THE PLANS 'f�� ZO OS �� „ , FOR: ENGINEERS COUNTY N FOR APPROVAL BY 7HE COUNTY MARK BY DATE REVISIONS APPR. DATE - __ RECOMENDED BY WILLDAN DATE: DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: HORIZ. 1 =100 VBRT. N A FIESTA FILE No. 57DB.Ce FILE No. • FILE NAME.• U.•\DRAWING\ASHBY\5706\29495-6\5706SIO1.DWG STREET LIGHT PLAN TRACT NO . 29495 - 6 WA TSON ROA Q p.rn. NO S� °clHrs"G IX/STING C 2 29 30 31 2 3 34 36 37 "�ATRACT BOUNDRY CT BOUNDRY N 24 17 16 33 32 25 Ip ## I �� EXISTING CL J f Ii I i PROPOSE /W (I I� 34 31 23 18 15 N NO EXISTING TRACT RY 26 ---- --- --- - -- ST. LIGHTS I C-0B$�{� C-0�-- �---- — I v 1 j % r`l PROPOSED R Q-k 49' I ' 35 /"' 14 r ` TA 124+54.07 STA 1+3.00 27 l �� STA 1+03.00 19 , ." STA 11+03.00 N 1 I ! t 36 12' ' 12' 29 28 12� I i 12. 21 20 i 3 12' 13 6 j STA 18+79. ��f j I ' ► I i STA 15+9.24 1 r-110 � STA 13 3. 6 STA 7+05.06 STA 12 17.32 j; I STA 11 7.32 PRO SED R/W 6 2 N ' J I 1 2 3 4 5 6 7 8 9 10 11 12 1 LEGEND & QUANTITIES. I tj INSTALL 120 DOLT %A,97T*�-S K, 0 LUMEN 7 EACH I I `O SrREET LIGHTS A. ERS/DE COUNTY STANDARD I'' I ` 1-- -_- - --- --_ --- - - — —� NO. 10049 N - �, I TRACT BOUNDR INSTALL 120 {vLT, lYA7TTPS.Ii LUMEN 5 EACH. S77?EET LIGHTS PET? f7MWS/OE COUNTY STANaIR,0 \, , (40' CB 77 CB (LESS THAN 58) cit GENERAL NOTES: CN \' I ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE (r � COUNTY OF RIkERS/DE 7R4NSPORTAAON DEPARTMENT, /MPIPOkEYENT STANDARDS AND SPEC/f7CAT/ONS, COUNTY ORDINANCE NO. 461 AND \\ i SUBSEQUENT AMENDMENTS h, �T 2. /T Sf�4LL BE Tf/£RESPD/1/S/B/VTY OF THE DEl/ELOPER OR CONTRACTOR TO APPLY FOR AN ENCR0.4CHMENT PERM/T FOR ALL iYDRK PERFORMED �f� \ —�— _ �—_J� i U `� ��' L Li W/7HIN 7HE COUN7YS R/GHT-OF-WAY. .j' �: --- (I ( ! , 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERIk/CE ALERT AT 800 227-2500 AT LEAST 98 HOURS PR/OR TO ANY EXCA//A770N. THE CONTRACTOR ACCEPTS ALL f i RESPONS/B/L/TY FOR ANY ANO ALL DAMAGES TO EXISTING U77L/77ES j%r` �✓ II Ij [ I '' TH/S PR6VECT Z / 'f�Mf f /Fri' MT /0A40Aq*f 1 , I K/A! ZWRMAN 5877--1865 l 5. SCE///0 SERIOCE PLANNER WORK ORDER NUMBER (' ' (I ��; �'I i Ilj s \\ I - I I �11 r III M r�Cr ova. -4�.40 M JW B. 74 52 5 M I III I I M.B. �.DLA 7'1 La�sa N//2 5Nl/4 5EG. ll, T.55., f�-3X- �� NI ST HI I MTSON RP. I C NBERR 4 - ! 5T. ►Y w l N D EX MA P too o 100 200 300 3 ' Underground Service lrt z PINA ATE RO. gtiF 0 RE y 74 CoN: TOLL E Scale 1 " = 100' VICIN� N.T.S (( 1 -80'0 227-2600 TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ENGINEERS SEAL PL4NS P�AREV BY BENCHMARK: SEE SHEET ? SHEET No. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT TRACT No. 29495-6 LP.NO. 030150 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED AP VED BY: QFEss/ 1 ,� �01 � - - COUNTY OF RIVERSIDE A 7/2CIVIL ENGINEERING SURVEYING PLANNING SCHEDULE A © c2 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 OF SHEETS THE PRIMLY-ENGINEER S/GN/NG THESE PLANS/S RESPIONS/BLE FOR NO. 33950 K LED A. A D TE: NO. p TEL: ( 88 0241 ( 9) 688-0599 ASSURING 77/EACCUR4CYAA/D ACCEPABIL/IY OF THE DES/GN HEREON. �t IXP. 06-30-06 �t R.C.E. 95 �k EXP. 6-30-07 it DnrE• STREET LIGHT PLAN UNDER TH S(! S OF.• IN THE fWNT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR R.C.E. 53390 06130107 DURING CONS77RUC770N, THE PRIMA)£ENGINEER SHALL BE RESOONS/BLE S.8 ESS[i .R S To o L.F?S. 9 Z Jf CIVN• \!` CIV1�. FOR DETERMINING AN ACCEPTABLE SOLUI70N AND REY7S/NG THE PLANS „- FOR: ENGINEERS COUNTY FOR APPROVAL BY THE L0!/NIY MARK BY DATE REVISIONS APPR. DATE '�� "\ R COMENDED WILLDAN L..= .-- ATE: '�6F CA DESIGNED BY: RH DRAWN BY: RH CHECKED BY: C- SCALE: H&WWOX2WO PERT. 1 -4 ASHBY FILE No. 6706.ce FILE No. File name: U:\DRAWI \ASHBY\5706\29495-6\ST04