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1 1 " t1,10A »r 4 N IL M�, AM JAIL i r r 1 : 1 1 # r ! 1 f # 1 1 r r » • R ! R 1 1 1 / ! 4 R e } 1 R 1 r k'. i y .. a •.: .e r ♦ l # t R i i R A 1� y ` _ 1 1 1 tl ! 1 ,,max . . • # - RO 1# 1. 1 1 1 3 » 1 'a w» • r» t, t } 4.: ... � r sy "may, » • R. _ r • # # r # `r=,I - , .� ti'� �. � ,..�f:j pyx � ,�,. ,."�- • 1 1 ! t :.r t •i"i :... i ;tyri::+n��(, t� �...�* d� t �y _ ,a f 4 a+ S , s` w 1 I x �F{ i d.: 1 �: _ �..,. � � "OM1 ::. `. .+.., t..,'++R"e,�"'•'L ,n`. �� .:'." ,,. " ,. ., '�. `''t .iw,. #�.. .• � � •. •.. ♦ ! • I ILII III II .� � �; ><� t, � � Y ,,. +r.. ay� ,., b i 1 III `7 r , 1 ; '.t ,.��. ,. aRAt1 � � rr.r,rF. � frA•4.'-N n'` %. ,,,;.''., .. �-�5, U: t� a . ► i ». k » .,.� ,,. JxR r<.�. � t �'/ �" .>�},., .us KhX!. �'�`� ,+ �. „c's1..x z ''�, r ! r ! f 1 i y '"�j{.<.,�'r .:,:. , i;- a i�,. .. �• F: :1, :. �..4Y. � �i � � /t t. 1 4 i y ■ a r l f y • y ♦ y » � M l , k � � A, w » • 3 v „Y. � e - • is w _ • A �» a x. 1 # i R.1 k .w I I t r.. >.. I i • � is � a. s i r i mt it__i4-:ef.;:.IS 1I"..Ii=li=. ` i , • r '. # �...'.. •#.,.1. � c � � •. � � _ ► t i ` / ��,1, i r 4 j d r, '� p � '� d r '� ' � d � � � d � d �; ! 1 • 1 • t r i t 1 R » • 1 N{j� ; � Fi ,aCc: ; �' � 4 7, V. , • d A w r w ! r 1 s n ►rl r r ■ r `r • s � » 1 1 ::.rte! �..,»A•R'•--,..w#� , _ :0. 4 ! AMC # CALTRANS NOTES Qgg.RAL NOTES (TO BE SUPPL ;MENDE BX CALIRAN5 SIANDARD. SEECIF mmux 19991 CQN5IRUCTION NQJE5NTITY ESTIMATES t. ALL GRADING SHALL CONFORM TO THE 4 UNIFORMAOTHER BUILDING CODE, APPENDIX SHALL CONFORM 1. THE FROM CALTRANS.ANS BEFORE BEGINNING WORK CTOR SHALL APPLY AND IN AN ENCROACHMENT PERMIT WITHIN STATE RIGHT-0T°--WAY. 1� PLACE 3'DECOMPOSED GRANITE. CHAPTER 33, AS AMENDED BY ORDINANCE 457. (D CONCRETE THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 10D 1997 2. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORM TO THE CONCRETE BLOCK WALL PER SEPARATE PLAN, EDITION, PUBLISHED BY BUILDING NEWS, LATEST STATE STANDARD PLANS AND SPECIFICATIONS OR AS DIRECTED BY CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL 4 ON SHEET 3. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% THE STATE'S REPRESENTATIVE. STANDARDS OTHER THAN STATE IF CUT OR FILL I5 LESS THAN 10', 2% IF CUT OR FILL IS GREATER STANDARDS MUST BE JUSTIFIED AND PRE-APPROVED. CONSTRUCT PAVED DRAIN PER DETAIL 5 ON SHEET 3. THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. ALL DISTRIBUTED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED CONSTRUCT DOWN DRAIN PER DETAIL 1 ON SHEET 3. FOR EROSION CONTROL (HYDRO-SEEDING OR EQUIVALENT, OR AS 3. MAXIMUM CUT AND FILL SLOPES = 2:1 (UNLESS OTHERWISE SHOWN). DIRECTED BY THE STATE'S REPRESENTATIVE). THE RESPONSIBILITY FOR CONSTRUCT STREET BARRICADE PER COUNTY OF RIVERSIDE Sip NO 810. MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE 4. PROVIDE 5' WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP SEEDING IS WELL ESTABLISHED, THE CONTRACTOR WILL BE RESPONSIBLE PLACE RIP-RAP, PER STORM DRAIN PLANS OF ALL FILL SLOPES SHOWN OVER 5' HIGH. FOR CALTRANS' COST OF CLEANING ANY CLUTTERED DRAINS WITH DEBRIS AND/OR SILT AS A RESULT OF DRAINAGE STRUCTURES OR CHANNELS PROTECT IN PLACE. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A WHICH HAVE BEEN CAUSED BY THE CONSTRUCTION PROJECT. COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL CONSTRUCT CMP RISER PER STORM DRAIN PLANS. HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY 10 PROPOSED STORM DRAIN IMPROVEMENTS PER STORM DRAIN PLANS AFFECTED BY THE CONTRACTORS OPERATION SHALL BE OPERATIONAL 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. 11 NOT USED, THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF ADEQUATE CLEAN OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED ANY CONSTRUCTION WITHIN THE STATE'S RIGHT-OF-WAY FOR FUTURE 12 CONSTRUCT EMERGENCY OVERFLOW PER DETAIL 3 ON SHEET 3. GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE s THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, FURNISHED AT NO COST TO THE STATE. 13 TO BE RELOCATED BY OTHERS. ELEVATION AND LOCATION OF CUT/FILL SLOPES. 5. ALL THE LANDSCAPE DAMAGED, REMOVED OR ADVERSELY AFFECTED BY 14 NOT USED. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR 0 STORM FLOWS, THE OPERATION SHALT. BE REPLACED IN KIND. ALONG 'THE TOP OF CUT SLOPES, 15 REMOVE EXISTING AC PAVEMENT 6. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO 16 CONSTRUCT DESILTING BASIN EMERGENCY OVERFLOW PER DETAIL 2 ON SHEET 3. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND THAN ONE FOOT. SURVEYOR'S ACT). 17 COMPLETELY FILL EXISTING CMP (CULVERT INSTALLED PER TRACT 29320 IRRIGATION RELOCATION 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS 7. WHERE REQUIRED THE PAVEMENT MUST BE SAW-CUT AT LANE LINE OR A OF THE PRELIMINARY SOILS INVESTIGATIONS BY PACIFIC SOILS ENGINEERING, INC. MINIMUM 2 FEET COMPLETION OF THOF THE CFD GRADING. WITH CONCRETE SLURRY AND ABANDON IN PLACE PRIOR TO FROM THE EXISTING EDGE OF THE PAVEMENT. THE DATED 04-04-01 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SAW CUTS MUST BE PERPENDICULAR TO, PARALLEL, OR CONCENTRIC WITH 18 CONSTRUCT CONCRETE BULKHEAD PER STORM DRAIN PLANS. SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL THE STATE HIGHWAY CENTERLINE. 19 INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION PLACE CMP,14 GA, SIZE AS SHOWN PER PLAN & PROFILE IN SHEETS 8. 25 & 29 THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE 8. ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT. PROTECTED AND/OR REPLACED IN KIND, AT NO COST TO THE STATE, IN @ CONSTRUCT A.B.M. EMERGENCY OVERLAND DRAINAGE ESCAPE CHANNEL ACCORDANCE WITH THE CURRENT STATE STANDARD PLANS AND LATEST PER DETAIL A ON SHEET 18. 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT, EDITION OF THE TRAFFIC MANUAL. AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE APPROIVALNG SDATE 2-6-UBDRAIN 01 REMEDIAL GRADING PLAN PERMIT BGR 000452, 1. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 9. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR PERMIT FINAL INSPECTION FOR EACH LOT. OBSTRUCTED AT ANY TIME UNLESS SPECIFICALLY ALLOWED PER THE 2 CONNECT TO EXISTING SUBDRAIN AND EXTEND WITH SAME PIPE SIZE ENCROACHMENT PERMIT AND/OR AS DIRECTED BY THE STATE'S AS SHOWN ON PLAN. 11. CUT AND FILL SOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT REPRESENTATIVE. SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THECONSTRUCT INLET PIPE IX PER RCFC STD DWG NO. CB107 SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH 1O, ALL FENCE RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS ORDINANCE NO. 457 PRIOR TO THE FINAL GRADING INSPECTION. PROJECT INSIDE THE STATE RIGHT-OF-WAY SHALL BE REPLACED WITH CONSTRUCT 6-AC DIKE PER RIVERSIDE CO. STD. 212 TYPE CL-6 FENCE AS SHOWN IN THE SPATE'S STANDARD PLANS, UNLESS @ PLACE 0.25' AC OVER 0.60' CLASS 2 AB. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS OTHERWISE APPROVED BY THE STATE'S REPRESENTATIVE. BEEN CLEARED OF WEEDS, DEBRIS, TOP SOIL , AND OTHER DELETERIOUS MATERIAL. 11. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT-OF-WAY. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 12. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, FILL SUPPORT. PREPARATION SHALL BE APPROVED BY A SUITABLY OUILIFIED AND PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF REGISTERED PROFESSIONAL PRIOR TO PLACEMENT OF FILL MATERIAL. TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION PLANS. OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 13. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON ADJACENT PROPERTIES. THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 14. WHERE TYPE CL-6 FENCE DOES NOT EXIST, THE STATE RIGHT-OF-WAY FENCE MUST BE UPGRADED TO TYPE CL-6 FENCE, AS SHOWN IN THE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE STANDARD PLANS. TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 15. TEMPORARY SIGNS SHALL BE PROVIDED IF EXISTING SIGNS NEED TO BE PROTECT ADJOINING PROPERTY DURING GRADING OPERATIONS. REPLACED DURING THE CONSTRUCTION. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE 16, CONSTRUCTION AREA SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE FURNISHED, INSTALLED, AND MAINTAINED DURING CONSTRUCTION , AND BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER REMOVED WHEN NO LONGER REQUIRED. 30' IN VERTICAL HEIGHT. 17. RELATIVE COMPACTION OF NOT LESS THAN 90 PERCENT SHALL BE 18. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL OBTAINED FOR EMBANKMENT,EXCEPT AS SPECIFIED BELOW. SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 18. STATE RIGHT OF WAY FENCING MUST BE MAINTAINED AT ALL TIMES. TEMPORARY SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT FENCES SHOULD BE ERECTED TO ACCOMMODATE ANY GRADING OR DRAINAGE WORK GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE PRIOR TO THE REMOVAL OF THE EXISTING FENCE, ADJACENT GROUND SHALL BE GIVEN. 19. NO ROCKS GREATER THAN 12 INCHES IN DIAMETER ARE TO BE PLACED IN FILL. 19, PERMANENT STATE RIGHT OF WAY FENCING SHALL BE INSTALLED PER CALTRANS STANDARD PLANS. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS 20. DISTURBANCE OF ANY MATERIAL WITHIN STATE RIGHT OF WAY REQUIRES TESTING THAM/2'PER FOOT FOR A MINIMUM OF 3'.. FOR AERIALLY DEPOSITED LEAD (ADL). QUESTIONS REGARDING ADL SHOULD BE DIRECTED TO MR TONY LOUKA IN ENVIRONMENTAL ENGINEERING. FUTHER INFORMATION REGARDING 21. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR THE CALTRANS DISTRICT 8 LEAD VARIANCE POLICY CAN BE FOUND AT TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. HTTP://WW.DOT.CA.GOV/HQ/ENV/HAZ\INDEX.HTM. 22. 'NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL 21. SURVEY MONUMENTS WITHIN STATE RIGHT OF WAY OR DELINEATIONG STATE RIGHT BE PERMITTED.' OF WAY SHALL BE PERPETUATED AND REPLACED IF NECESSARY. 23. EROSION CONTROL : ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED 22. IF SHOULDER AND /OR LANE CLOSURES ARE REQUIRED ON INTERSTATE 15 FOR GRADING, WITH ROSEA ICE PLANT (OR EOUAL) GROUND COVER AT 12'ON CENTER. SLOPES HYDROSEEDING, ETC., CALTRANS STANDARD PLANS SHALL BE FOLLOWED. EXCEEDING 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR A 23. THE CONTRACTOR SHALL NOT STOCKPILE SOIL WITHIN THE STATE RIGHT OF COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN ADDITION TO A GRASS WAY. MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS LOCAL AGENCY (CITY OR COUNTY) STANDARDS WILL BE PERMITTED IN THE THAN 4', MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP OR TOE OF THE SLOPE, 24. STATE RIGHT ( WAY ONLY N THEY EXCEED STATE STANDARDS AND ARE SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION APPROVED PRIOR TO PERMIT ISSUANCE. SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C.. CHAPTER 10. 25. ALL UTILITY CROSSINGS SHOULD BE EXPOSED USING A HYDRO-EXCAVATION 24. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE OR OTHER APPROVED METHOD (POTHOLING) TO CONFIRM DEPTH. BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS 'ENGINEERED GRADING'. 26, THE COMPACTION OF BACKFILL SOILS WITHIN THE STATE RIGHT OF WAY EDEPARTMENTPARTRT E RIVERSIDE SHALL BE TO THE STATE STANDARDS AND SPECIFICATIONS. DEPARTMENT OF AMDBUILDING 25. THE IMPLEMENTATION OF THE SWPPP AS MANDATED UNDER THE NPDES PROGRAM GRADING ENGINEERING IS REQUIRED WDID* 8335313944. REVIIEVVED AND APPROVED BY 26. ALL DRAINAGE FACILITIES SHALL BE IN PLACE BEFORE THE COMPLETION OF THE CFD a / ROUGH GRADING ALoi Chain, P.E. ate pPresvai of ftse plate shall not km canr'ued tc:be a pem*for,or an approval of,any vieiafions of any of the provisions of the state or county laws. This set Of Plans m t'be kW on ft lob unt l compleobn. AWNM G 0 0 0 SEAL � FJCKG i G V BENCH MARK: MS 38.24 I. , NO VOESS1 COUNTY OFPR I VERS I DIE 18 SPIFFY NO, DIG L T , S TM ��• Sm � n ROUGH GRADING PLANS . No.C033591 SEE SHEET 1 TRACT ND. 29320, CuFaD: 2001-01 BEFORE Exp, -30-0� SYCAMORE CREEK +a � PREPARED UNDER THE DIRECTION OFx YOU DIG! DAT£ BY MARK APP.. DATE � ,,! ENGINEER REVISIONS COUNTY �`rq� C1vt� 4r,,Q ''�/ NOTES OF _.L5__ SHTS 1-800-422-4133 UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED BY: F OF +cA�.eF° ST4CKT0N DA E: SCALE= SEE ABOVE FOR: W. 0, R.Co . N EXP. DAT£ - - H: V: FILE NO. 1.., Cada# Leas 2 working days prior to excavating, E G:\d-13496\CFD_Gradtng\496rgd02.dgn DATE: 03-OCT-2002 J.N.13496 v. --- ' (7.620m) 10' (3.048m) 6' (1.829m) 7CMPPORARY RI#SER INV r 1.1 #,# cJn 4' (1.2l9m) 2' (.609m) PERDRAIN I PROPOSED SO SEE STORM �• TRANS, DRAIN PLANS FOR TYPE & SIZE PROPOSED TERRACE DRAIN # t.3fl4m) 6 t#.829m) HIGH WALL BY OTHERS rL + 2' 21 SLOPE I I z;1 SLOPE SEPARATE PERMIT REQUIRED PROPOSED REINFORCED PROPOSED HTE WALL `�'rw., ..,� -''�'`• ®.• � PER SEPERATE PERMIT 8'(2.432m) WIDE BY 0.67' (.204m) I (.304m) A7 .. .. ., : ... . ., I� N x POURED IN PLACED- DEE CONC Bfl P RED � � � INV EL tfJ CD � � T 11 (.304m) r PER PLAN .4 /61 (18 m) ' ° o ti` °30 .5 t.152m) SEE DOWN DRAIN 5' (1.524m) E + 2' . . . : n DETAIL SECTION B-B TRANS, GRAO-toA#N0.51 M# 0.67' (.204m) 2;1 SLOPE 2;1 SLOPE (1.524m} PROPOSED REINFORCED 33` (.100m) CONCRETE OR GUNITE 1 - CUT-OFF WALL WITH 6x6/IOxIO W.W.M. • E a W M. NS' � '` BOX aPOURED 3IN PLACE m) CONC 6 (.4 32m} 00 w CL 0.671 (.204m) E IN CENTER OF SLAB ` 0 1 ----3.5•(.088m} _ __R!W _ .� _ �I_ __ __ _ _ __ - PROPOSED CMP RISER SE DOWN DRAIN :• ,= EXPANSION- JOINT 0.5 (.013m) SEE STORM DRAIN PLANS DETAIL SECTION B-B c' CUT-OFF M- WITH FILLER { FOR DETAILS WALL ETI - - FLOW J7 1W t -K:- NOT TO SCALE E CURB & GUTTER ECT D- 3' COAT LEDGE OMIT LEDGE AT g 3' (,91 ) g a25' t.076m} WITH ASPHALT END CUTOFF STUB D NOT TO SCALE 0.75' L 228m) MIN __O 0 OUTLINE OF CUT-OFF WALL �+ t �+ RG t- L D - #` (.304m) UNLESSw _ / REQUIRED AT TOP AND BOTTOM SECTION C OTHERWISE NOTED '°� OF DOWN DRAIN AND AT IO' NOT TO SCALE NOT TO SCALE VERTICAL HEIGHT Tx 25' (7.620m) .25' (.076m) ( 1,1M)CFD DOWN DRAIN DETAIL 1' (.304m) .25' (.076m) CONCRETE OR GUNITE NOT TO SCALE CENTERx OF SAB WWM !N PROPOSED 6' (1.829m) HIGH WALL BY OTHERS; SEPARATE PERMIT REQUIRED NOTE: W = I' (.304m) UNLESS OTHERWISE NOTED FG PER PLAN SECTION B-B 11T AT EXTENDED PARKWAY Uj co SOUTH SIDE OF CAMPBELL NOT TO SCALE r ^�. _ -° ®. ` b , ` ' {I 7 m) MIN Jq RANCH ROAD FG PER ti' 0 l 5.5' 3' PLAN MIN (.914m)� f 3' (.914m) c° _ 6' (1.829m) 1 12' t3.658m1 2.5' (0.762 m) .609m} �,� -V "" ' � ti � .5 (.125m) 1.25` (.381m) 1.25' {.38Im} FUTURE PAD PER w .5 t.152m} 3.5 (1.p67m}/9.5 {2.89m} 2' t.609m} GRADE TO 1N TRACT GRADING PLAN l DRAIN (SEE PLAN) 1140IWA LEVEL LINE �..�. BER DETAIL 4 E E CUT 0R NOT TO SCALE o. o o. , o• ; a. ; v. ; +; v. FILL SLOPE .\ I' RAD 'n a 4 4 4 I' RAD �. .51 (.152m) .25' (.076m) CONCRETE OR .5 (152m) MIN (� p( /` / /g ('� ('�'q CONCRETE .67` t.204m)MIN I14fl '� ' GUNITE WITH 6X6 I IOXIO WWM .25' (.V 76m) CONCRETE OR 2:1 SLOPE cvo IN CENTER OF SLAB GUNITE WITH 6X6 / IOXIO WWMIN BOTTOM OF FLUSH BASIN IN CENTER OF SLAB THE LONGITUDINAL DRAINAGE X SLOPE SHALL NOT BE fEss THAN PVD ITE CEPTO AIN E AIL z _ U 5/. NOR MORE THAN 12 . *4 a 1.33' (.405m) OC a _j Z �-Z NOT TO SCALE `: Z ra Z 0.5' (.152m) FROM TOP OF FIRST FLUSH BASIN m *4 1.33't.405m} OC a.L .25' LOT6m) CONCRETE OR GUNITE TE CE I TAIL Uj 4N W/ 6X6 / IOX 10 WWM IN NOT TO SCALE /'q � CENTER OF SLAB q .67r til SLOPE {MAX} .��°�� 1' a67' te204m}MIN (M3Q5m I (.204m) MIN 2:1 SLOPE (UNLESS 1'-MIN- OTHERWISE .-- - OTHERWISE NOTED) M BOTTOM CONCRETE OR GUNITE BLOCK OF BASIN (ALTERNATE) (ALTERNATE) SECTION E-E NOT TO SCALE r-8-\$PLASH uWALL NOT TO SCALE ESILTI G BASIN LM,.- EMERGENCY OVERFLOW DETIAL NOT TO SCALE COUNTY OF RIVERSIDE DEPARTMENT OF BUILDING ANIS SAFM GRADING ENOINEERIN REVIEWED AND APPROVED BY r � C> Loi Chan, P I Date Approval of#mse plansshall not tw construed to be a penTift for,or an approvat of,any violations of any of the provisions of the state or minty laws. This set of plans Must be kept on the job until completion. Arm ME MIN 010 " 1 SEAL �1\ llV G P BENCH MARK: IwiS 3824, 1.P. NO 010018 SPIFFY NO. J)"'IG All-JERTEESSi COUNTY OF R I VERS I DE TM ��4 1 �. , 4, ,� San n� Riverside Qmr P ROUGH GRADING PANS '�, i�za unity Ave.,say.zoo•aur,r.,r� sasm-saga•(soe)�sser=FAX (�oe)�azo�a�•w (ALL No.�03 �, SEE SHEET 1 TRC NQ. 2 X20, ®F�D. X001-01 8 BEFORE ---- "`'. -3°W PREPAR D UNDER THE DIRECTION OF= ® SYCAMORE CREEK DATE BY MARK _ APPR. DETAILS of 5HT5 w You DIG! DATE ,� ;� 75 1--�0 -422-4I3 ENGINEER REVISIONS COUNTY ��vt�- ���� UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED BY, F ca��F° R R STOCKTON AT : r /q`/ FO ,/� ppp SCALEx SEE ABOVE PVR= Ws'FJs FILE NO. /// Caflat st 2 working days prier to excavating. R. C. £. N0. I _ EXP.. DAT£ - H; V: l � GAd_13496\CFE7_Gradtnq\496rgd03.dgn DATEt 03-OCT-2002 J.N.13496 TENTATIVE MAP R/W r 86' R/W BOUNDARY R/W R/W 38' 48' �y�y 8' Sar 36' 12' A- 20' ry6' `t V' EXTENDED 38' 38' EXTENDED PARKWAY . 2` 16' 16` PARKWAY 11• 22' 22` 11` .°��°�� ��k 2• 10' MEDIAN 12' s.4y ---�.� 1' 0.0' ° 2.0% 1.5' 1 r 2.5/ :...:_.: :..:....::..... 0.0 tll; ' , `Ill `�i'zo OR ....2%------ . . --- 2% AV -V AVAV AV AV + ca 2:0'l. 0.83' g- : UNDERCUT ;. ® 0.83 UNDERCUT � CAMP ELL RANCH RQA NTs MAYHE CANYQN ROAD ENTRY NTS LEFT RIGHT 10+00.00 TO 17+07.63 10+00.00 TO 17+07.63 69+22.49 TO 91+95.51 69+84.66 TO 91+95.51 LEFT RIGHT 10+00.00 TO 11+08.00 10+00.00 TO 11+08.00 72+07.40 T4 73+13.29 72+21.29 TO 73+13.29 NOTE: TRANSITION OCCURS BETWEEN 11+08.00 TO 12+08.00 TENTATIVE MAP R/W R/W BOUNDARYR/W /� } '86' 2a' /W 66" R!W 40' 26' 30' 36' 20' R/W R/W EXTENDED PARKWAY 18' a 81 0'-14` 16'-30° 16' 20' 12' r 8' 60` EXTENDED 33' 33° 1*'. PARKWAYEXTEN V-. VAR. VAR. EXTENDED 12' 36' 12` 11' 22' 22` 11` {, PARKWAY PARKWAY . 18 18 )%SIN 2•'��� �''� �,.j-- 1, � 1• .alp t� 12, 2.a� -- 1.5o.a a ....... ...... .............. ,-...�.."",�"' ° /fAl3`�V' 1 � ,� X21. 2�X .....: 4.5% asa . . - o 3' UNDERCUT + 0.83 UNDERC o ZO wi a -0.3' UNDERCUT ca ' r t 1 I t CAMPBELL RANCH ROAD MAYHEIN CANYON ROAD E NTS BAST ACCESS ROAD H NTS LEFT RIGHT NTS 17+07.63 TO 28+20.11 17+07.63 TO 28+56.15 10+00.44 TO 21+75.40 LEFT RIGHT 12+08.00 TO 24+00.00 12+08.00 TO 23+00.00 47+00.00 TO 69+89.99 47+00.00 TO 69+89.99 NOTES TRANSITION OCCLRS BETWEEN 69+89.99 TO 72+21.29 TENTATIVE MAP R/W BOUNDARY R/W f \� R/W � 8G, R/W 20' 66` 24' 32' 38' 18' 1 10' 8' GRADING PER t PLAN EXTENDED 33' 33' 18 6 •°> 6' HIGH BERM /' PARKWAY i 11' 22' 22` 11' ' EXTENDED } EXT. PARKWAY , PWYd tiv 32 1 � # -, 2. • 1.5' 1.a` . ULTIMATE GRADING PER 10' 20' PRIVATE "` 0.0` AS/- `� 1.5° o.a' 1.5°-- � 2t _ . 2.0%, 2.01 IN TRACT GRADING PLAN ....._._.. BERM 2. i• + ;. :oy a J-.. a- ,� SEE BERM DETAIL a' �+x z.ar 1 �� •.� �... + , ........._ ........... 2 ................................. o . ON SHEET 3 OF 46 1 71 • . . • + 0.83' UNDERCU ,'� ` � �X Vie; 1.5' UNDERCUT , ° ` 0.25' DECOMPOSED •' GRANITE MAYHEW CANYON ROAD COUNTY OF RIVERSIDE C NTS F CAMPBELL RANCH ROAD DEPARTMENT OF BUILDING AND , NTS RESERVOIR ACCESS ROAD 'A' GRADING ENGINEERING RE-VIEWED ANOPPRO EDSY LEFT RIGHT 28+20.11 TO 69+22. 49 28+85.13RTO 68+60.66 TYPICAL SECTION 4 ` 40+62.49 TO 67+33,35 Loi 24+00.00 TO 47+00.00 24+00.00 TO 46+00,00 Chan,of# Approval of a shall not be n�'trta be w approval for,or an approvalof, �€y violations of any the provisions of the state or county laws. This sw of plans must be.kept on the job until completion, a am SEAL --`` RICKENGR4EERM P BENCH MARK: MS 3824. I.P. N4 010018 SHEET NO. DIGjEssr COUNTY OF RIVERSIDE ROUGH GRADING PLANS 8 TM �� ' A_ sr� fisc � � Riverside Phoenix Tu ,-, 1223 lWvm#Ave,W.w Riverside,CA s -,U18•( )fax M7-FAX (M)78 ns-ww T RA C N � Q� C.F.D. QU�"".Q No.C033591 �' SEE SHEET 1 BEFORE CAU Exp.5-30-a PR D UNDER THE DIRECTION OF: SYCAMORE CREEK YOU DIG! DATE BY MARK APPR. DATE -vt �, 1400-422-413 ENGINEER REVIsiONs COUNTY s�9T cIv:L V. t'• ! TYPICAL. SECTIONS OF 7 SHTS UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED BY: cA�l�° ROBERT A. sTacKTQN DATE= SCALE= SEE ABOVE FOR= W.0. Ccallttt aosfi 2 working Boys prior to excavating. R. C. E. NO. 003352 EXP. DATE ____. - _ H: FILE N0, V: t3 A.-) No G-\d_13495\CFD_Grading\49&rgdo4.dgn DATE: 03-DCT-2002 J.fd.1349E, LEFT SIDE RIGHT SIDE 126' 53` 73' 19, 22' 22` 51 , 0' PRIVATE ESMT 10, 40` 1.3�1. 2 . 2" 1, 131_._ 0.25' DECOMPOSED GRANITE RESERVOIR ACCESS ROAD "A" K NTS 10+00.00 TO 40+62.49 FUTURE C1I. R/W4R1W VARIES VARIES i I T�� I 20' 20'27. MIN 0.0 21,..E -1.5 UNDERCUT a ' SYCAMORE CREEK ROAD (INDIAN TRUCK TRAIL) � NTs 6+35.32 TO 12+44.66 COUNTY OF RIVERSIDE DEPARTMENT OF BUILDING AND SAFETY GRADING ENGINEERING REVIEVVEDAND APPROVED BY Lo!Chen, P ;. Dates Approval of these plans shalt not be construed to to a Pam*ibr,or an approval of,any violabons of any c4#*provisions of the smote sir. cour ty laws_ 1-his sat of plows must be kept on me job un it rompiertion look AIIIIII& 010AF SEAT BENCH MARK= MS 3824l I.P. NO 010018 SHEET NO. RD X; ALERTQ I+sS� � `Ct 3NTY 1` RIVERSIDE TM ��, � A• srk San Diego Riverside Phoenix TUGS= V W V 1 1 GRADINGPLANS �T 1223 Uavw&y Ave.,Ste.240•itiv"&,CA 92507-3418•(N*)7$Z W07•FAX (908}782-0723*W WWJ SEE SHEET I NoCALL .C03359I ,� TRACT NO, 29 20 C.F,D. 2001— 1 Exp.6-30-01t SYCAMORE CREEK BEFORE w PREPARED UNDER THE DIRECTION OF= YOU DIG! DATE BY MARK APPR. DATE T CIVIX. ,� TYPICAL SECTIONS OF �5 SHTS 1-${�{ -422-4133 ENGINEER REVISIONS _ COUNTY q� ¢pati UNDERGROUND SERVICE APRT DESIGNED BY: DRAWN BY: CHECKED BY: E CF ca��f° ROBERT A. STOCKTO DA SCALE= SEE ABOVE FOR= W.0. Calat isast 2 working days prior to excavating. R. C. E. N0. 3 FILE NO. EXP.P. DAVE 6- - H: V: *� t� G:\d_13496\CFD..Groding\496r9dO5.dgn DATE: 03-OCT-2002 J.N.13496 a.ELECIIYE GBAD-ING DETAILSIA'B-I LIZ A TIO FILL MAINTAIN MlN,15'FILLVhl�51MLEM.AT.Ell EXPOSEDINPORTION _. P R PTOCANYQ, .,SQ5 SECTION FROM BACKCUTiBENCH A1N__DEjA1L aSS2 TO FACE OF FINISH SLOPE 1) SHOWN ON'GRADING P N' 2) SHOWN ON'AS-BUILT COMPACTED FILL a+++ •+ ** a SB +*+**a a •++ a + a a a NATURAL GROUND a+++goo a*a a 1010► ORIGINAL GROUND ****+°•tP- MO�IE}� 0,10.p 0,6 ***** » 16'MIN. „r--o'-FINISHED GROUND CUT SLOPE +.VOP c,,' )tv,��,,,>r'"""�"'� �'MIN. **®+_* GC MPACTECP FILL 7 • go r,,,,..'.► I +so 00 � tiw 40 a UNWEATHERED BEDROCK ..."' «.�..« Oman"". 1..010".. ,...�„ +** a .• II +a• x0 OR APPROVED MATERIAL NATURAL GROUND goo ++ H � +*+®+ I • PROPOSED COMPACTED FILL . I WIDTH MAY VARY 1 =1(h 1`TILTED BACK(MIN.) `• #•4 15'.MIN. j� «�.• COLLUVIUM AND ALLUVIUM(REMOVE) «•«« j IF RECOMMENDED BY THE SOILS ENGINEERIGEOLOGIST THE «® •« BEDROCK OR APPROVED1 -�--W --�'' REMAINING CUT PORTION OF THE SLOPE MAY REQUIRE REMOVAL ••« ,•' 0OUNDATION MATERIAL MIN.KEY DIMENSION 15 X 2 X 3 AND REPLACEMENT WITH COMPACTED FILL(SEE PLATE G-3) •.�« �••,« THE CUT PORTION OF THE SLOPE SHOULD LSE EXCAVATED AND EVALUATED BY THE •••'°••«« «1010.•••'«••• ENGINEERING GEOLOGIST/SOILS ENGINEER NQjU; 1. SUBDRAINS ARE NOT REQUIRED UNLESS SPECIFIED. PRIOR TO'CONSTRUCTING THE FILL PORTION 2. "W"SHALL BE EQUIPMENT WIDTH(15')FOR SLOPE HEIGHT LESS THAN 25 FEET. FOR SLOPES GREATER THAN 25 FEET,"W"SHALL BE:DETERMINED BY THE PROJECT SOILS FILL 'Mlili T D TIL 1ENGINiEERIGEOL.OGISTa TY w•u swws. BEDROCK SEE DETAIL ALTERNATIVES (PLATE G2) I. WHERE NATURAL SLOPE GRADIENT IS 51 OR LESS,SEE PLATE G-6. WHERE THE NATURAL SLOPE APPROACHES OR EXCEEDS THE DESIGN I. ASTM D2751, SDR 35,OR ASTM D3034 OR 3. GRAVEL TRENCH TO BE FILLED WITH EQUAL MIXTURE OF SLOPE RATIO,SPECIAL RECOMMENDATIONS WILL BE PROVIDED BY ASTM D1527, ECHO.40 ASTM D1755, SCHD,40 NO.2 AND NO.3 ROCK. THE$OIL ENGINEER. . OUTLETS TO BE PROVIDED EVERY 100FT.AND JOINED TO PERF,BACKDRAIN PIPE BY L OR Ts.MIN. 2%GRADIENT, 4. THE NECESSITY FOR UPPER STAGES OF BACKDRAINS — �+ - "- � / 2. THE NEED AND DISPOSITION OF DRAINS WILL-BE DETERMINED. "° : " , : ' <: SHALL.BE DETERMINED IN THE FIELD BY THE SOILS CA=N �hj 1 .� V BY THE SOILS ENGINEER BASED UPON EXPOSED FIELD CONDITIONS. COMPACTED FILL MANFER OR OEOLOGI T'. UPPER STAGE OUTLETS SHOULD BE EMPTIED ONTO PAVED TERRACE DRAINS. . . , ly PROPOSED GRADE MAINTAIN MIN, 15'WIDTH HORN. ALTERNATIVE NO.1 FROM FACE OF SLOPE TO BENC CKCUT a+* RC3UNa +.+a+aaa+ 2'MIN. �ac °�Iv TOE OF SLOPE ON O�,C,1N "G ++'++*** Q TYPICAL 12"MIN, + E� ,,r ALTERNATtVIE.NO.1 p 2 FT X 2 FT.GRAVEL FILLED TRENCH WITH 4 IN.DIA. 11. PROVIDE A 1.`1 MINIMUM GRADING PLAN +++++®+' w� N1aU 0,,s+"' p ? 8ABS OR PERF PVC PIPE OR APPROVED SUBSTITUTE, PROVIDE MINIMUM �' Q g�A W*+ p ,�► V' TIONS(1/4-IN,DIA.)PER LINEAL FOOT IN BOTTOM TOE OF SLOPE TOMTOE OF KEY goo*a DESIGN *+a+* O��N$��� �� 2'MLN, .0- HALF OF PIPE. PIPE:IS TO ND FULL LENGTH OF BUTTRESSPROjECTION 1 " 6i� ���, �' OR STABILIZATION FILL WITH A MINIMUM GRADIENT OF 4°X1 TO 6 IN. pt, *+* 6001 i 000 C7 r•7 p .,....,«. OUTLET PIPES. `? NATURAL SLOPE TO BE ,++• OP SOW— psi"` �� d�� I � � ° RESTORED WITH + '�`�"`"'� ,r`"'""'" 4'MIN,BENCH C? � t> COMPACTED FILL ® b,Q d A PIPE 2"MIN, 16,MIN. d as~"® 4 MIN. � 1010 ..a,�a. 6 MIN. !� ,/e � J 1 aures rawwr w.+.aeeseiern aw,s.auara 4PIPMEN 2"MIN. MIN.VOLUME OF 8 F� LINEAL FT.OF CALTRANS CLASS 2 PERMEABLE ,?�, BLANKET FILL-AS REQUIRED BY BACKt;U ® WIDTH VARIES ~= =�� == SOILS ENGINEER OR GEOLOGIST MARTERIAL e VARIES sss r (3 MIN.) ,t ° 6 IN.ABS OR PVC PIPE OR APPROVED SUBSTITUTE WITH A MINIMUM 3 MIN. OF 8 PERFORATIONS 1/44N. DW)PER LINEAL FT. IN BOTTOM HALF OF PIPE ,i""00 IV MIN. r ==-=M f-== == BACKGUT BENCHED AT CONTACT X MIN. If ASTM D2751,SDR 35,OR ASTM D3034 OR IN BEDROCK ° 40 NOW PERFORATED PIPE TO BE PLACED AT ASTM D1527,SCHD.+t0 ASTM C?1785,SCHD.40 MIN KEY DIMENSION 15'X 2'X 3' '" 2 OR APPROVED LOT LINES ORAS DESIGNATED BY THE SOILS ENGINEER OR GEOLOGIST MATERIAL ��++ TOE HEELr-.4. .� I . SIDE L DETAIL I S'MIN.KEY WID 6. } 2 MIN.KEY DEPTH MIN.KEY DEPTH (Natural lopes 5: 1 r Steeper) 6•MIN.OVERLAP T LI ATI ITR I ba ,�4,c� FILTER V4 `gam V MATERIAL °a i a I> ROCK 4 6•MIN, vbA Qd P'. ,R , N , H FL F RI COUNTY OF RIVERSIDE EI�,fE MIN,VOLUME OF 8 FT/LINEAR FT.OF 314 IN, ROCK DEPARTMENT OF BUILDING D 6 IN.ABS PVC PIPE OR APPROVED SUBSTITUTE WITH A MINIMUM REVIEWED AND APPROVED BY GRADING ENGINEERING OF 8 PERFORATIONS(1/4-IN.IDIA.) PER LINEAL FT,IN BOTTOM HALF OF PIPE NOTE : F REFERENCE ONLY : ! � 2 - ASTM D2751,sDR5,OR ASTM D3lJ34 OR ASTM D1527,SCHD.40 ASTM D1785,SCHD.40 Loi Chas, P.E. Date FILTEit F. fMIRAFI 140 FILTER-FABRIC APPROVED EQUIVALENT DETAI L S SHOWN HEREON ARE PER appy approval o tun Ian ed to 'c`!�eftTlit €':C3t'AFF�.t�3ffClV�i;�f,any f1lt3l$'3t1C3 oft'.t9`3�' I= EQ8 of the provisions gal the ate or county}R , This PACI F I C SO I L S ENG I NEER I NG " SUPPLEMENTAL plans must kept an tho;ob until Completion, GEOTECHIICAL INVESTIGATION REPORT B 0 00 1 DATED APRIL 4 , 200 I W. 500550 . SEAL C BENCH MARK: MS 3824' 1.0 P10 NO 010018 SHEET NO. D I G ALE-1 RT > ssrq COUNTY OF R i VERS 1 ISE TV SUCH REPORT AND/ORSUBSEQUENT DDEN A 0 � �. ��� ��✓ �, &M �"ae Phoenix ROUGH GRADING PANS 1223 Ape, 9 2!0• CA. 02607.3�l18 w(91M)MOV•FAX (W)782 OU•www WILL SUPERSEDE THE DETAILS SHOWN O .C033591 SEE SHEET 1 TRACT NO. 29320,, C.F.D. 2001-0 Exp.6- ° SYCAMORECREEK BEFORE DATE BY MARK APPR. (}ATE •� `° PREP UNDER THE DIRECTION OF: YOU DIG! c 1-8 22-433 THIS SHEET . ENGINEER REVISIONS COUNTY s� c�vl� `� - $ �." /.a OF 7 SHTS UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED BY:. ���� CAt.�� ROBERT A. KTC}N DA Es � SCALE= SEE ABOVE FORS WO O1, FILE N0. 10 Callat t 2 working days prior to excavating. R. C. E. NO.. CO3359I EXP. DATE - H0. Vz N G!!d_134961CFtleGrocling\496rgd05®.dqn DATE! 03-OCT-2002 J.N.I3496 D CONSTRUCTION NOTES .............. (D CONSTRUCT DOWN DRAIN PER DETAIL I ON SHEET 3. ............ PROTECT IN PLACE. 332- 72 332- 79 -333. 41 CONSTRUCT CMP RI'SER PER STORM DRAIN PLANS. 332. 23 333. 16 ....77. ..... CONC . ......... . ............... 1 . 75 -332- 22 33 ............. .............. 331 . -(7 ...... 189 ................................ -t4ORT :�.... ......... '331 . 190 �A .......... .......... 4 EXIST .......1AC, D (188) S 3 2 i n 33 ..... . ....... EXIST 3 3 2. 3 uj A . ........ .... ........ .7 0 m (1058.791)INV 333. 28 cotA XIST ............ ...... ................. EXIST 900mm (36*) CSP 8 332.598m (1091.2.'ITOP 4 A 3 900mm (364)SD co .668m (1061.9)INV 3 —332. 1 9__ A *A ..... ...... CANYON *4 SEE CROSS SECTION CANYON 5 3 3 ......... ............ CANYON *5 SEE CROSS SECTION .................. ON SHEET 36 OF 47 (AS NOTED) .......... ......... D I KE LIMITS OF GRADING P 330r;T08m--f+.......... ........ HEETS 34 AND 35 OF 47 (AS.-AQ.T%)------- ------------------------- 332.2 2m FL-- ...... ............ 331 . 331 . 34 (1085.00') Y31.318m FL ................. ........................ ...... .....332453m--FL............................. ASPH 0. ............ 0 ...... ......... ........... .................................... ........................... ....... LIMITS OF GRADING ............ ........... .......... ........... ........... . .. .... .. .... ........... .......... ......... m TOP ur GRADE BREAK ...... 331.71 . ...... ------- R m 0675,6�;"i INV' lb ......... 9#bmrh-%t36 �-Csp :-,GRADE,,bt(LAK _0C .... . ......... ................ ........... ...... ..A,�w .......... .............. ..... . ..... ...... .... ... ....... ....... 33 t,,.32t.100 667 .791", 0 ........... .... ...... ...... ....... FNOjF-CT BOUNDARY/"CALTRANSR/W__;_ . ............ .......... ......... .... ITS OF GRADI��` ....... LIM .......... ........... ..... ... ...... ..... ... ....... ....... ---------- . ......... ............ ......... .................... ......... .......... ......... . . . . . ........... .. ..... 00 -T7 ......... A�) ...... 20 WAIN�SEE OL sToRm St�- STRIEtt IMPRM"t PLALe -RA 1p 17 N 0"1.P.NO 010018 PER TMCT ............. P %,,,FO§%,.DlElAlLS/* 0 �7 T -—-------------- 7, r ... .4 (0 ........ :.. . . . . .......... .......................... .......... -T7 DING ............. . ....... ........... 000o 10 .........!_,�,-__ ............ ov� N ............ .........:N ............ ........... 7 ........... ................... 0 ------------- md 'SION 25 50 METRIC CONVER SCALE lo500 ......... =0m3048 METER -I............346 ...............;� SEAL ENCjj4EEf�M C ADW T RICK &NY BENCH MARKS MS 38L4,I.PNNO 010018 _"D r-P NcBst I Hit IL COUNTY OF FUVERSIDE DIG AJLJJU TM S SaU Difto RiverAde 01=V PhoeWx Tu"011 ROUGH GRADING PLANS 6 TM 1223 UWVM'dty Ave.,&e.240-RiVMW CA 02507-3418 (Wg)782-0707 FAX (Wg)782-0723 WWWA&W&Cum CALL No.CO3 591 TRACT NO, 29320, CF,D. 2001-01 BEFORE Exp.6-30-Og YOU DIG! DATE BY MARK APPR. DATE METRIC PLANS 75 ENGINEER REVISIONS COUNTY e OF — SHTS 1-80"22-4133 --R0–BER—TA. STOCKTON DATE: 241 UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED BY: OF CAV 6-390- SCALE: FORS W.0. F I LE NO.e!�10 Callat ioast 2 working days prior to excavating. R.C.E. -NO.- H, 1:100 V. 1:10 ft mmm�l �Z2 G.\d-13496\MetrlcfilBs\49rorgdO6.dgn DATE: 03-OCT-2002 J.N.13496 A TRANS 'Rl L I r , I rr 1 �"� 1 � �.�'a �p r+ i� t . «4' L5 .� Q Moµ j a , .f, r , ' • , , a� J1y! r'' Prey • e rd a • ♦ • , , , • ,__a.......r........................i.......u......._a.......•.......u_....,...e._.....•...,,.,A.._.,...a......,..„_...u..,_...,4_.......,...-..,a..._,...<._.....J__.....a.._.,...t>......•....... ...,...a.......e...,. • : : "l : ♦ a Rl I I' •�'°'�i • fn'$ • 'V �a ' ar n . , , y 4 , + , , .. a ., .♦ • d'�• . ... • , , + • �J � . , , a , E3 a , , rte,,, , P+` l as s , , r • . 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ABM wl 6 x6 x 1O o �,' _' .♦/ �-''� t ArJ 5HOwN ON PLANS 2 r+ GA wwM NT R r�"4 CE E ED r rj r �. .c7 / b /}1 f 7 :•ja £� 4- :s• rt• t '3f 'y COUNTY RS D ICA 360 iF R8 1 4 S PILL WAY E' KIEV ESE 7`M F U D SAFETY ai+ O. E? E1VT E_ b` , _ e a� a{ :P a. a� �.�EF� ENGINEERING ++^^rrrf '••aa. P ii P Y S LL I A REVIEWED AND APPROVED BY PRT T N AG 0 `C I PLACE x E: EXISTING ESE s IG r�� 1� Loi n , •� 1 C,E+�P P R�` IRRIGAT E �3� �+ R 8 E ION ..,.. � ..r. .♦ 'Y, r"' � q ;• .. �. prc�val t�1 �plans sl#�tla n f'dStl'!Sd'd�to be :I RELOCATION PLANS a tel#�£3d c�� n approval oany violations a a a Y P €� 1 3` 3 d ✓ ` p� y�,�vy state or iS}�y� This k �� the it county �os'- zz -� of�11� IGt . i etd n a ef to dTddi� kept i�"et�� .b ni$ p h '•II r n I + / b r 1• 6, .t d iJ} s SCALE:GALE. 1 40 _ 1 f .. a u� x• /� , 40 6 /gyp BGI" 0" 10012 SEAL _ FJCK Gr L'�t �ir BENCH MQE�K S 3024,. I.PP N4: {�I.Oa I$ SE FEET NO. DIG A I Ev RToF1 ssr COUNTY OF R I PERS I DE Al �. STcrFyc. 7M � Diep Riverside ► Phoenix Tu ROUGH GRADING PLANS 12&4 University Ave,,Ste.290•River",GA 92807-3418•(999)7$2.0707•FAX (M)7e2 23•www SEE SHEET 1 TRACT 0. 293 C, C.F.D. 200 1-01 �.� No•G()3359f Exp• - -° YCAE RE C EEK ' BEFORE GI DATE BY MARE( APPR. DATE „ PREP RED UNDER THE DE ECTION OFs 22-4133 75 ENGINEER REVISIONS COUNTY s� c►v1L `� �`"� OF sHTs 14W4DESIGNED BY: DRAWN BY: CHECKED BY: �A£OF GAo� ROBERT A• STOCKTON DAT s SCALE$ UNDERGROUND SERVICE ALERT SEE ABOVE FOR= w.0. FELE N0. CalEat Fast 2 working days prior to excavating. R. C.-E. 40. O E EXE'. DATE -30- 6 Eos V: 0 G2\d_13496\CF _Groding\496rgd08.dgn DATE: 24--OCT-2002 J.N.13496 ` I 11 I T CTI NOT . .-•,••�-\N « �,♦ wX �w« « + � MmMM ♦ ,,. "= __ m 17 COMPLETELY FILL EXISTING CMP (CULVERT INSTALLED PER TRACT 293aq ~ " " CONCRETE lLgCK WALL PER SEPARATE PLAN. • `' ` „m m ♦ 0 'C`♦- - " ✓ . IRRIGATION REI-gCATION PLAN) WITH CONCRETE SLURRY AND ABANDON !N M ♦"- �` ✓ ,ww CONSTRUCT CONCRETE TERRACE DRAIN PER DETA!L 4 ON SHEET 3. PLACE PR lOR TO COMPLETION OF CFD GRAD!NG. « «w M - M p « M " ~« .-..... ." ~ CONSTRUCT DOWN DRAIN PER DETAIL I ON SHEET 3. EXISTING SUBDRAlN PER REMEDlAI GRADING PIAN PER iT BGR 000452, MM "- ' ♦w "" w w � M ... ` « m «m M w� � APPROVAL DATE 2-6-0I. « : ✓ w M - "« . M « ......."... - T R DRAIN PLANS. « M ... �:1 PLACE RIP RAP PER S q M p « M« �m�..,....., M M � M "� 9 CONSTRUCT CMP RISER PER STORM DRAIN PLANS. CONNECT TO EX(STING SUBDRA 1 N AND EXTEND ,-" " M ♦ . w M p« « ''- l\ QR2° _M - « M w♦ m w M♦- « M♦�" M M " ' " WITH SAME PIPE SIZE AS SHOWN ON PLAN. �ti « � � 10 PROPOSED STORM DRAIN PER STORM DRAIN PLANS '« w ✓ 11 ::::::. ...... , m - ,.. - - m p A qN SHEET . ♦ «M M "'': " „ ...... 12 CONSTRUCT EMERGENCY OVERFIOW PER DET 1L 3 T r " "°... 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J 1y \ \/ EE fi TIN R/ STREET E I ^w E \ � I 0-- O �I ��/E T P t e SANS / � a e F S ., d e c / e f' Y... t,... .'P T + �, (� ER R 29 �- .,,, � ( -� � e"''' 21� I.P. �IO:��C3�1 ` F, f': s � ,,/fes, p '•� e (3. BQ ,�3P DETAILS 57' ! `'z t �('� ■ 7 .. e .� b� } \ e SCALE: 40 Q �. . >"q Y', o✓ 1 \ e 'w i' D e .i' - l e e I X' 7 E /r' 2: e 4 9 , 1. �y e f >` ./ "IMITS OF G€ ADIN 0 11� Y 9 r.l / e. y11 // 6 (• l P ' e '�f e e .1 �, f T� �rt RYa 1. / t /J rBGn 010012 e 4 e ✓�'' e , Va 3 t. e e o T 15 r %� .,_ _. :` e e 4 •� 4 r ..J trs� .✓•. r. � e e \�e e a °� 11 SEAL ��Tj!'�"�' BENCH MARKS COUNTY OF RSIDEssl .11C,I -- ..� . 3$24,..x.P. NO 4!4}018 SHEET NO. I)AG ALL DEPARTMENT"OF BUILDINGAN 0 ETA �� t7� G �`Y OF-A 111 RS 1 D1w �f MNG ENINEE? IN °Yl p(`� �^►{� j►�j/� �"► ldomftkh� y4�! p• SJQ�,�� �,� San Diego Rive side PhFaeuiac To on ROUGH V 1-i L71 M V PLANS REVIEWED AND APPROVED M3 Unlveas4 Ave.,SW,M e Eie,CA 92W7-MIs•(M)MOM•FAX (sos)7sa-arae•www TRACT 29320 C D 01_0� CALL I' / -0 z- � �Na.C03359a� � SEE SHEET 1 � � BEFORE Loi Oban, I.E. Dam Exp.6-30-0 CA l RE CREEK YOU DIG! Approval .plans stet not t*Construed to DATE BY MARK APPR. DATE .{x 0 � PREPARED UNDER THE D#RECTION OF$ 75 • a permit tnr,or ars approvai Of,qny violations�i an ENGINEER REVISIgNS C011NTY `P> CIVtL ��p �s� �- OF 5HT5 �` 1-8{} }422--4133 of the provisions of the, ale:,�_,0uf ity+a�r> � UNDERGROUND SERVICE ALERT s plans p carp"T` ir;•�;� =.�A`r DESIGNED BY: DRAWN $Y: CF(ECKED BY; �� CA1.tF®¢ ROBERT A. STOCKTgN DATES SCALES SEE ABOVE FOR: W.O. FILE NO. 11.4 �_�._"_-_11" Cailat least 2 working days prior to excavating. R.C. E. NO. Cq 3591 EXP. DATE -3 - H: V.- V/.,. G.\d-13496\CFD-Grading\496rgdO9.dgn DATES 03-OCT-2002 J.N.I3496 _1 1089.5 TOP 1075.1 INV 1095.0 TOP V 0100=39.14.,CFS .......... ...... ...... ................... . . -3 .......... ...... ........ ....... .. .... . ....... ........ ........ -,EXIST ...... ....... ................... ......... IC5 - __1 A....I.......................................... 30'RC-P` ............ ....... . ......... ....... > --n ......... ......... ...... ........... . ....... ................. ... ........... . ....... .......... ..... ......... . ......... ............. ......... ........... ........... ...... ....... .................. 7 .................... ..... ...... ... ............ ... ....... A % THE ORT101 ......... ....... ......... ........ .............. ............. ... ....... ......._... .............. -...... ............ 1� zz' ...... . . .......................... .. .... .... ..... ....... ........ ... SE* SHEET& ...... ........... ....... ........... ....... ......13�' ...... ...... ......GALTR < ....... ...... ........ .......... ........ ...... ...... . ............ ................ ...V00 .......... r--O-R--...GRAD1:NG::::'4N: ........... N '1DF'?ARCEL%, ,'jETWfiN ST NV..IM .......... A WA ....... ...... -G 9 UP EL ............ AY �AN �.CA 8 L,,RANCH -ROAD .......... ...... ........... ......... OR, GRADI RW t-WILL 'BE'DEOICATED": 7 -CS 2. 8 Tw S.D 16 .0 , '01? OSED` T COUNT ..FOk GRESS/EGRE$S`PURPOSES'-?0R' LTANS R/W RLA' 9 III I INV EA III I INV4 10)6 Of 2 kGR S EGRESS b 43 11.01 _--(MST TR I I F ON. (106 .7 IE) )76.4 IE) .................... ....... ............. ...... ...... ...... .......... /W ..... .... .......... .............. ..................... . ... .......2 ..................... ................ .......... ... ........ ....... ............ .......... ...... ..... ... ..... ...... ....................... 20' S.D ............................ ...... oi�09EE DRAIN ki TR -29320 LP.NO -- ------ ..... .....210 .00 ..........4 ....... ....... ...... ...... -FOR,,,PETAIL5v,LINE 6,SHT� 12.':_*__...... ...... ....... 3v.,Cmp FVV - i 1 1. __40 ..... ..... ..... *47.... ....... .. ... ....... ........ ........... ....... ....... ........ ....................... JiDJAD....... .... .. A-1 -PLAM"ftil ...... ....... . 4 ...... -ORM I I I � I..I........... .......... ........... ..................... ...... 11_____... 1 .. ....... \......... ......... ......... K..Z-9 % ...... ......... ....... 1.13% ...... ...TR; -CT::29320::IX-J ............. IfilPROVME T PLANS.,PER ---uiio ... 10 ... 100-18 T 01,0018 320 ............. ......... . ......... ........... ........ ....................:..:7.7. .....-.01 ......... 414" ...... ..... S... ........ ........... ..A 39 ...... ................. ........... ... ..... ........... +749"2— .............-.... ------ .. ......... ....... �38, .... ..... ......... .................. vc� I ....................................... BVC ................. 00 -- ---FS- 11 2.05 112 .56 ...... :PLANNINC, AREA 5B 1130 .29 S T STA 37+22.91 17 Ws — — — — — - 154.05 L-t 1 5.18 L TV 4 6V V .... ....... ...... ............ ............. ---- ---- ....... . ..... ...... ....... PLANNING AREA 312)4j2;3�.50. L.F. .. ....................................... BOUNDARY CMP .............. ... ................... ....... ........... ........... V CD ........... ...... 7777M7 ............ 77777M, C" (.0 u- .... ........... L U- 9' O'P"%�" .. 1.7 ',T V) uJ JLO ro 4 W t )IRT 154 t 48#0 —7 ".-7 -7 1114 -7 ra.0 F ............ *0 0� 11441: 7 -0 A I u P ONt Tt K ,,"LAN _T 77-Y 7 GRAK- O" 1140.0`FG DRAIN --T '7 ...... 'SEE `SHT*;1'11 FOR A DR IN 1146.0 RL To GRADE Tr%U9T1QN RoTr4Z 'A 42 rL GREENMER COURT A 1144 A .......... 1.10.0,,FL F 1146.0 115010 FL V) IN PER DETAIL 1 ON SHEET 3. ... PLANS FT OACT STREET IMPROVEMENT", Ld CONS4 sold 2 ET3. ...... TAILS PER 'NO. 010090%,FOR DE T ...(DPLACE RIP-RAP PER STORM DRAIN PLANS. to,\ CONSTRUCT CMP RISER PER STORM DRAIN PLANS. t PLANNING:AREA,, BOUNDARY .............. RAIN PER STORM DRAIN PLANS DETAIL 3 ON SHEET 3. 0(g) CONSTRUCT DESILTING BASIN EMERGENCY OVERFLOW PER DETAIL 2 ON SHEET 3.COMPLETION OF THE CFD GRADING. ........ V COMPLETELY FILL EXISTING CMP (CULVERT INSTALLED PER TRACT 29320 IRRIGATION KLLKA I ION PLANS) WITH CONCRETE SLURRY AND ABANDON IN PLACE PRIOR TO t (0) EXISTING SUBDRAIN PER REMEDIAL GRADING PLAN PERMIT BGR 000452, -01. ......... AREA CONNECT TO EXISTING SUBDRAIN AND EXTEND WITH SAME SIZE AS SHOWN ON PLAN. t..................... ...... SCALE: 1' 401 PN9 t rLAm AkEA 0 40 80 PLANNING AREA AW"M SEE SHEET 16 BOUNDARY BGR 01 00 " ;"em" COUNTY OF RIVERSIDE SEAL BENCH MARK, MS ,3024, I.P. W, 010018 SHEET NO. DEPARTMENT OF BUILDING AND SAFETY FJCK ENGNIT-J�N,G E G A El" RT GRADING ENGINEERING TM REVIEWED AND APPROVED BY Tm San Diego Rivemide Orange Phoenix Tucson C1 C033591 1223 Umivieretr Wile,CA 92SO7-3418-(WB)792-0707 FAX (M)M-0723 WWW.1kingmin SEE SHEET 1 10 CAU �mo TRACT NO. 29320, C.F.D. 2001-01 Loi Chan, Date Exp.6-30-01 BEFOU Approval of#we plans shall not be construed to bo PREPA D U SYCAMORE CREEK YOU DIG! a peffnit tor,or an approval of,any violations of any DATE BY MARK APPR. DA 41 of the provisions of the state,or wur-dy laws� This set of plans must be kept on the job until completion ENG REVISIONS COUNTY CIVIV OF SHTS 1-800-422-4133 ROBERT A. STOCKTON DATEf ......... ... . . .. ---------- .....'R .T STORM D� 7........... �F17 0 UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED BY: CF Cj\10� SCALEs SEE ABOVE FORt W.Ot FILE NO. 4?� I V. /fto A Callat best 2 working days prior to excavating., R. C. E. NO. C033591 EXP. DATE H: IWAM G.'\,d-13496\CFD-Grading\4�)6rgdlO.dgn DATE: 03-OCT-2002 J.N.13496 ----------------- .. .......... ......... ............... ....... .......... ...... ....... ....... ....... ............. ........... ...... ............. ............... ...... ........ ............ ....... ......................... ...... .. ............ 1103.0 TOP.,, ........... ........... ........... . ..... ........... .. ..... .......... ... ...... .... ...... ........... ........................... ................. ... .... . ...... ...... ........................... ........... ......................... ...... ...... S. 7- .......................................... .... . ................ 7** . ..... ................. ... .................. ........ ......... .......... . ..... ........ ........ ...... ...... ........ 24 ..................................... ........ ....... ...... ...iW -w ....... ...... ...... ............. ....................................... ......... ...... ....... ............... . .................. 1078.0�`INV' ...... .......*............ ......... ............. ...... ...... .... .............. ........ ................ ... ................... ...... ........ ....... S ................. ...... ...... ....... ......... ........................... .... ......................... ............. ..................... ................. ........... ....... r0100=9K. CFS., ....... ...... . ....................................... ..... .. .......... ... ..... ........ ........... ................ .... ...... ... ........... ------ .......... ................................................................... ................................... .................. .......... ........... ........... .......... ......... ............. .......... ....... . 42' .......... .................... ....................... 'RCP �41 ....... --- .......... ............ .......... . . . ....................... ............... ........... ................................ ........... ...... ....... ....... ........ ...... ............. ....... ....... .... ...... 'T ....... ........ .............. ............ -E ....... .......... .......... WA V" H'T 'F AY A -BETWEE S 1E THE Pognok, EL W ........ 0, RC Of. GR�DIINJ GRADI G 11 "GAID S F WTS- ...... "LIMITS .,OF GRADING WJL ICA , 11 0 RIVERS .......... .......... 03U CO .11".ES R GEIMS, 7. S/EGRE *& 4T ........... 16 -W�S I -X =A-,e...... 36.10 F t ------- RUMENT .4 640Y, 0E 'CAMMELL,,RANCH 9 AD ...... 41'0 '00,SOAPBERO $TRFET 1@3 0+010r. -- ---- 1135 41 F� 7 .ZZIME= .............. -------- ...... + P . .... .. ................ .. .... ..... ....................... ...... ....... ....7T ............ 11+tkbX�J= UL fg._ ---------- .................. ................... ..... ................ .................. .......... FOR . ....................... ...... ......... ......... ...... C _C 59+59.72 ............... -14G.00...Li ....... .................. .... ....... ...... ............. 1135.91.7 ...... .......... OB -53 ..........(......... ELL' 5*1 W= 7.0' 52__V= 4.01 .......... DETALI.... ............ ...... ..... ................... .......................... 0 ............ -.eo .............. . .......... -T, ........ 01A D CO -BW -+60.-90- 4 .............. 6 1 WWXI.5�1// EVC +r, TORM DRAIN PLANS PER 1134.56 JC 10 V S -DETAIL ................. 0 29.72 8CR 51+49.72 FCR 1137.34 M -FO ',— — — — — — — ... .... C #N! R MEO S ...... 035.19 TC ..-, BOUNDARY:A 10�M offAiCr Oi- PLANNING AREA 5B S 1 -1------....................tROPOSE ..... .... .. .... .......... .............. ............. C�D V 0. ...... ................... - -------- ........ ............ PER TR 29320 I.P.Jkkdid -I 'ATON RIP RAP �.......... ............ ISHT. 12% S .... ....>^M -------- ...... 51 4X6' AND 1.5 ..................... ............ ...... ------ ..... .. YV(, AREA 5A BOLIUDARY ................... ........... .......... 0 V) LINE _,7:0 4 >1 15c to TC..W W PLANS W21i V ............ ..................... V) L < 10+83.67 CL 9.1 54: 4P 'W= 14.0' 1136.10 TC W EXIST. TP LAJ ...... ........ LINE BA SD E HP, FG-.` T 1156.4�.FL?7�\ LP '114T;6% f -WG-:NOLIA STREE ,158.7 FL'.. 0 INV' 30,W 77 S* t E -1 EODE 'P �, ,%>UMAu 1446, 'TO < C 'T OUr"' CONSTRUCTION NOTES 'T',,TP tic- EXIST',,TP EASE�N TE TERRACE DRAIN PER DETAIL 4 ON SHEET 3. y /7 (0)=Mo. , , PLACE RIP-RAP PER STORM DRAIN PLANS. CONSTRUCT CMP RISER PER STORM DRAIN PLANS. RM DRAIN PLANS 1 tASEMENT AIN PER STO 'T OVERFLOW PER DE IL 3 ON SHEET 3. P EAST. T"'LIMITS OF ORADING LIM[TS OF`�RADING CONSTRUCT DESILTING BASIN EMERGENCY OVERFLOW PER DETAIL 2 ON SHEET 3 u ,roe TRACT 29320 IRRIGATION COMPLETELY FILL EXISTING CMP (CULVERT INSTALLED PER RELOCATION PLANS) WITH CONCRETE SLURRY AND ABA-NOON IN PLACE PRIOR TO ' 4 FD GRADING. -gig CD A 01. '21 V) SEE INTRACT 8-TREET,.,,.1MPRQVEMENT PLANS -R 000452, EXISTING SUBORAIN PER REMEDIAL GRADING PLAN PERMIT BI 'PER TR...2'5320 1.'P. N0.'010090-.,.F0R`DETA1L CONNECT TO EXISTING WITH SAME PIPE SIZE AS SHOWN ON PLAR. V= 401 SCALE. 009 SEE SHEET 17 �0 0 40 80 Cx 01, 0012, COUNTY OF RIVERSIDE SEAL WIS 38241 1 ID P#1 t SHEET NO. DEPARTMENT OF BUILDING AND SAFE*N MCK ENGIMMUNG COMPAW COUNTY OF RIVERSIDE DIG All-11-JRT GRADING ENGINEERING Adoufthk� TIA REVIEWED AND APPROVED BY ilk. Sau DIW Riverside oraw phualkix Tucau L11 7M ROUGH GRADING PLANS ------ _k 1223 Wwrdiy Ave.,SU.240-WvWdd%CA 92507-3418-(W9)7$2-0"7 FAX (W)78ZW23 WWWA&W4MM CALL No.C0335 I TRACT NO, 29320, C.F.D. 200 1-01 Date Exp.6-30-CM BEFORE AppWai of these plans shall not be consm,4ed to be W YOU DIG! a pwmA tor,or an appriDvat&,any vioiations of any DATE BY MARK APPR. DATE -�t Of the prcMsians of thp stte or 00urThi This OF -1-5 SHTS 1-800-422-4133 set of plans must be kept on the job unbi completion. ENGINEER REVISIONS COUNTY clvl\, DA G�F SCALEs FORs F I LE NO. E OEL �SS/ ADz UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWNBY: R. C. I EXP. DATE 6-30-Of H: V: W.O. 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J..P.J0 0110018 I H DEPARTMENT OF BUILDING AND,fSAFEI(Y I W, I I ,NTY OF RIVERSIDE � I ,�OESSiov COU , � TDIG ALLai GRADING ENG41NEER1NG I . . -1 , Tucson Adoffifth, Tm R sk S <1 San Diego Riverside ormw Phoenix = REVIEWED AND APPRONJED BY 41 I Z�� TM ROUGH GRADING PLA 8:1 I . � 1223 Univeafty Ave.,ft.240-Nvemide,CA 92507-3418-(00)782-M7-FAX (W)MW23-WWWAdm%om I . I- . C,I- 21 e-)- 01,!- No. 335 t 12 CALL A .- / __�_ 9 m TRACT NO, 29320P C,F,D, 2001-01 1 - If,, - / � Loi Cha:n�P.,E�. _ Date Exp.6-30-0*4 ' , Approval of these p U , to be V PR A I I 1, BEFORE as olamshall mot be constri ed SYCAMORE CREEK YOU DIGI . DATE BY MARK APPR. DATE * � a permft for,or an approval off,any vtoletton",Of any of the provisions of the state w count,�iaw,s, - d'S ENGINEER REVISIONS COUNTY �)! CIVI\. . - OF 75 S rr, .1 /-04� SHT � . -_ _____ ON -_ _--ti 1-800-422-4133 set of plans mug be kept on the job until WMVI(fbon. DESIGNED BY: DR,AWN BY: CHECKED BY: CF cAo� DAT SCALEt FORs W.O. F ILE NO. ^ 'm � 9� " - "' -- - - � * --- - - �11 1�_ �_ - - - - - __ :;_,�7-� ,-�____� It 'A _____X�_Z__�� � 7____ _7__ -�_ _- � � ���� 17�t�*... ��� ,,� ,/� �... ____ ""' _ _ _ _ _��^7_ _ _ l �_ _ - '. ���-�111_-_ - - -- . _�� , I '11��.�-. . ����� � 1�k*\ 4%�,�, - - `_�� '��, <-) - - '. + \`b') , "O' ", pft J,rc, ----�,,�, ,.... I I - \ - ls.,�, - PRod-rck , , �_�_ _ �' "�__,� , CA -, .%_ 77� . UNDERGROUND SERVICE ALERT I -- - - I I J.,R.�C._E._-NO, C03353_1 EXP�, ATE- . fi-m-ov - H: V: .) I ays prior to excavating. - I � a'...,. -__v I I'll � 7-;O/- J 0 1 G,\d-13496\(,'FD-Grading\496rgdl2.dgn DATE: 03-OCT-2002 J.N.13496 . il I � 1, I � � 11 I I I I -1 I I I 11 I I . 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'E .. . `t kt 1 E` 1 t k 't 1 YI 1� 11�-5 E l 1 E , t• 1 YE �k1 E i t ,. tit" • -,. ... •k FE E tE 1 Yt '1. 9 a` C O' l Q 1 , D S 8 1 5 e� 0 5 ., v `1 r e SEE �IN 1'RT� C�l1GH ' RADIN GG� PLANS � Q>Qo.$ CPS v; �5, SEES ET PER PHASE I TR. 29320 FOR DETAILS SEE SHEET 19 B %a SEAL � BENCH MARK: M 324 I P. ALERT �� U#�-�-�� � R�l� � �' � Na O 1 I s D I D PA'RTME.NT CSP BUILDINGAND ESStp� s �• st COUNTY t} RIVERS I DE rs� GRADING ENIGINEERING ,c v<v t (?�+ 'b, San Ditto Riverside Oraange Pitoonix Tucson REVIEWED APPROVED E€{ tJEt B cs cans Uni ave„ ,ago• ,rel r-UA•t 37sa-oro?•Fax (ins)' V23•rw ai SEE SHEET 1 DING�1 V i�H J CALL �.co33s9 � ACT NO. 29324 �s.FarO■ 241-01 u BEFORE Loi Chan, E, Date Exp,�-3�-0� YAM EEK YOU IVIG! Apptavai of plans shall be construed to DATE BY MARK APPR, DATE � �„ PREPA D UNDER THE 0#RECT#ON OFs 01 a permit fiat,cat�n �tB r�,�r;y vit�i�tic�n�of any ��—$0 �`�-•..�}�;� me provisions c�=the fie ar,cc+t�r�tY l;� +s ENGINEER REVISIONS COUNTY `fi'�` CwVtti /!✓ '� OF 7 SHTS UNDERGROUND SERVICE ALERT l$'T Set`r pians must be kepta prov t ,a}y v`lati ns of any DESIGNED BY: DRAWN BY: CHECKED BY: 4��� cAU�OROBERT A. STOCKTON DA : Ca�a�t lecist 2 corking days prier t0 exc�ve�t#ng. SCALES SEE ABOVE FORS W.Oa FILE NO. Ra c. E, NO, 3 I EXP• DATE H: V: Ga\d_13496\CFD_Gr°uding\496rgd13.dgn DATE: 03-OCT•-2002 J.N.13496 "" ✓"'"' t r'•r ., `t J ....... ........ .. r r wh " F� .* JJ o. V e n w µ�. ! y N 3 w` s ,..... r w ri w x W '0. v _....-. . r _ _ . , .. .0 _ 1 i �- - . ,.. -. r _ « � ® U d . w r w 1 ' ' s / � `':•'` SCALE. 1 = 40 e /^ �' £ mss., w. t�`, .� a+ ,++ VW �6 ♦ ,w.vw,wlw, w..vwv,.,n<.v+. S ww�,.� MM }' f g#gr� E; a' .d' .hi t '"y.� ?` i^MMryN^ f, .'„.. ,�AL.pw.e,e:,".,y. ,.' •:•. 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NO O IQOI 8 SNEET N4. 1 ESsr COUNTY MJF R I VERS I D DING ENGINEE ING p u �+p �+ r"€ E I ,SND P AD B Y y � �• S T���fi��s � san Diego Riverside orange Phoen� Tucson I� ��i V R V �A 1 V:) � i ixaa ix Ave ste r si. i�a cA axsox :e c+�s3a gar.Fac cao!rez oa .« £► sEE SNEET 1 �1 1 V s G 3 t1, . .U. �G V "" CALL gra No.C03359I � FoxE 1..01 Iran, P. , 081 � Expr 6-30-0'� YC�I Q EEK roval of plans stall not w nsttued t be � * � PREPARED UNDER THE D I RECT i QN QF: YOU DIG! a trr+It iris,r�r�s€ p�r�vai rpt,any e4alet �€�rs� DATE BY MARK APPR. DATE the provisions of the sta€e gar crkur���� i� ENGINEER REVISIONS COUNTY `�> CJ v t� ��Sr ell 4 r... QF SHTS 140 22-4133 cit pians dust to kept on the job urM mple ion U1�TDElEROUNU SER�TICE ALERT DESIGNED BY: DRAWN BY: CHECKED BY: rF cA�� a� R46ERT Ar STQCI<TQN A SCALE= SEE ABCfVE FOR: W.Q. FILE NQr Carat least 2 working clays prior to excavating. R. C. E. NQ. Q 5 I EXP. 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S - I_�'P, Im San Diego Riverside OTWW Phoenix Tucson ROUGH GRADING PLANS ?I a) REViEWED AND APPROVED BY 111 n, I . 1 1223 Whnsity Aw.,.%.Z40-Itivaidde,CA 0=7-U18-(M)79"M-FAX (M)762-M-WWWAd"gMM I t S /,q -243e�z, �<.� co 5 tn I 15 CAU ' .1 � __ &I ,;"v I -0 I , . 33 1 TRACT NO, 29320, C.F.D, 2001 1 . I Exp.6-30-A � BEFORE LoIchan P.E. Date V PREPARE . YOU DIG! � Approval of ese plans shall not be COAStrued tO 136 DATE BY MARK APPR. DATE a permit for,or an approval of,any vioialions af any P ��_ 1 1400422-4133 of the provisions of the state or County laws, This ENGINEER REVISIONS 1�1 Ivl �.�, aeo�01, �� X90/1(/XZ_ - �- - 1;�1) sfA at plans must be kept on the job until cornPleb0n- CA%_X� OCKTON DAT5 SCALEs FORs W.0. I --,-, ,-- -9 ,V "' ,/ * - �(� _/ � - 1�-�__-3 /K'I ,/" I -,,--ir I lkik* I UNDERGROUND SERVICE AURT I . DESIGNED BY: DRAWN BY: CH�ECKED BY: � ________ I ____ 1- R. C. E. 11 �-39-0t . 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I" a'c 'a 3• a gp �t t '"b•. 1 a L A } ✓ taN+„ g ✓:. �,11 t s cod° Sf ! .,, 4 '' �.. b VENT PLANS \ R, /- ' `€ SEE STREET IMPR4 a t I" ,o' �. �,'`. V p �v PER TR 29324 I.E'?.N4.4 041 >, f 1- \ r ETAiL5 � a: , \ ; .1 Ia." `� F4R ® % A A �,y $ I ' ! loll S`` e4 �,. \ :' / ✓ r \ -� a r^". 1. 11 11 , B 4" »a`b (� '`,., �\ •,vim ".°^- �,` .^*•.;,,,, , "}, '?.....,'',_ -, •�;�,,,, :..... -It �.,,, '.__{ e,:,,. •!:::lc •°a /' /r,/ ./� ,� 's ,.' y• \ *y„ •f�.-.3,.; -e•t' .%r°"'` r✓ :fie e .. r/' /" t „' l` �" :�,,,,,s +"�. +'� S .rod "* I' / {y t \ z 1 �.. f ' fi 1 , - OSE CQURIa .>3 3 I 11 1. L x : it `O t: E D �`. �-° w 11 �•t;,, ..._«..... \ °..,, •..�:: t' f f, t...� :i::1 ,..�. ,.:-' 34 59,03•'MAYH W C NYON RDa- ;o a .� -. a.� _ �., --t .`. �- 10+0 s Q SU WAY ..- . &` a S �. g a .. �� - :. _ _ _ - a11 K- 1203;49 FS '' a ., t'. f a \ i b' i s I { Y a 1 {# .✓ �? a' \ % t .. '1 1173.0 FG � . \ �:`�> ti% t\ - LIMITS '<4 fandQING f 1. : t r, t' t....,{ .. ',, .1 I } dam' /� i `x twow ., y a e5 d fi 1 V a a t F „ . ANS ;, to :..'. TORM DRAIN s s . rE •s W �q .• t TO sEE s RMaIN.. ANs gy t,.. P t M 1� 'pa`� si" N4 3 ••I 1 T Q 4• % I \ q, I a \ f�• FOR DETAILS q �. g PER TRACT NO 293�C?'°I.P.Nt�',410418 t 4'"t �. °' \\ FOR DETAILS zW R :t "k � �I s u� r!( Lk11 ,Q�+( 41 , '•td1. 11 .AL �.., �1 I� �{ f o "V II73.8 FG :' ®. t ; f. �' ', a' •Y S L•' f y �, � �_: . . *'\ . } "Y^ Y �w a ta' 4.' a I`1A.j NV E . r. a ( ytFw 9 qpLAJ^4`'u , A d a � \ j J i �yax y{.. sY' ! �j/�J��, p \ 4 9 R^ J �`1 ;° ,9 g0. qt ................. t» ,. .,,---...... j� �^ ( x c \ A a „ �` tJ r ,. 2 ® `L t 9 4 J s� I'llt Y 1 '^x r. •2 F 1. \ a: �- Jt'• r -- 3p H 2.4 " $` 31 1 p4 1. `��,�`''� y 2 bb jga --�. �! f t 000, 0104= J :, :t` 9 1 . I : at`' : 1 . A.►►.' 11 / / A,1:. i �; ........ . ` , . \ t : / t t ' " �- eI. h% t a>° ,�y y - OMITS OF'GRADING I,11- •,Y 4 % 1. e ,�•' SEMENT'' \ $PNS 5 ,•, ,� ; 111 p{� 1. { (gyp CON5TI UCT EARS HEN CHANNEL .. ^i.\ k t v;•- 1 :PS: •Y�\3 . 4•F1#dJ� :}w.: 'nes ( t WI H,,-211 IDE, LOP 5,:10 WI[►E £ t °°c ': i v , 1 100= 29.9 CFS, D- Q:S . V= 5.6 FPS g M ��` S.t. ✓ :f k O , ,-� ' 1202.5 i, `� "� .. : \ / : , ;� 21 a ;a .�`, �� e L,H , ." . . _. . .""', I �. �.. \y :.'.;, `. ,: ` . ° ... 1 I ' 0 . s . ,-.,,,...,.......-„\•' C 3 S' ;' Gi$i y; k, ,•G. 5,\ " ,y,., \ a11 °"� ', ^v ' �( 1. "`, '2 f ""cb ''"' .1 I 11 , ! i Y : fiS• y., ;...° ,., '.� !fi: ,.........., ( <' f 4�'•. S' 's : 4 ..., ., Z..'....,...., .,. f.`.4 ............. } M 1. ? p i. ' •"! ta'^'••a'� �.°; .vim ,r. "�. , °�'Q„••., �•` ,W _ 141 I" °',fid f.•' v f t fat 'b' 4. :., ` d a t.' S, 3w f•- dT. SP 1 CJ�j° 5 f0.6 r s . ............. C '., i 3 CONSTRUCT CONCRETE TERRACE DRAIN FER DETAIL 4 ON SHEET 3. T 3. ,... f , fy d "P w '" ra ter'" s CONSTRUCT PAVE DRAIN PER DETAIL 5 ON SHEET 1 % •` ' / at A : :,t ' , r r r y / f 1;°" PLACE RIP-RAP PER STORM DRAIN PLANS. a P 5w - . CONSTRUCT CMP RISER PER STORM DRAIN PLANS. .'. Ile \ v 11� f .... x1,57,: TILITY :EEMENT ;,�•P,•' ,- _ --� -- � / 10 PROP05ED STORM DRAIN PER STORM DRAIN PLANS -- ,/ a, ''{ ,d ''E 't, t b1, '(r ®f. `11 ,( fin S Y- •a# a a,r� 143wro ��l.�m �,, O CONSTRUCT 10' WIDE PCC DRAINAGE CHANNEL PER DETAIL 10 ON SHEET 5. % a� - V s t''. w�.--• _7 }� a '.\,4' <.„,}` �I 6.r S"•S,^" t v / '� / s i7 / 11 EXISTING SUBDRAIN PER REMEDIAL GRADING PLAN PERMIT BGR 000452, r » __---� '•, ,•• APPROVAL C+ATE 2-6-01. ,N4. ��,• : y ,1,..y, ;yr' ,} :� r '. ' rte/ I .1 mr� CONNECT TO EXISTING SUBDRAIN AND EXTEND WITH SAME PIPE SIZE "'� r a �^• -- a 'y s��iyJ o a*. `y r r ,.r o k✓ r r V V. s„ o �'.p• ,"r`p r r r / � /11�✓ / \ ,,,,•- ....,•, ^^" -,.•.• �+.,_ $ ,, \S/ ..°tlm:Td «.,..,r.+w `t ,ZO:'",�wr.✓°`°' ,r r f f AS SHOWN ON PLAN. .. -' .--. r -w a � / / s'' 11 .. ,1,^^F., r"' ,.r 1,.,Y. ;1-N ,.�"" w a r`f w {' r f / /•' I I mem'Ll G R O 'm 0 A` 11"mhF' COUNTY P RIVERSIDE SEAL �-r► DEPARTMENT OF BUILDING D SAFETY E CK G G BENCH MARK: MS 3824, 1.P. NO 014418 SHEET NO. I� �lu DING ENGINEERING Ess1COUNTY OF RIVERSIDE `= AND PROVED By w a• s �t ru IEt°IE I 1,i A \ u � �° " ° Riverside ' ° ROUGH GRADING PLANS ""a-, .-,c v oa C03359i� zzzs v .� .,sce.aao• >cn 9&W-U18•( rel z o ur°a�nac Ieoaaaea ua2�•www SEE SHEET 1 CAL21 i L _Chan, ---- -- V" TRACT NO. 0, C.F.D. 2001-a BEFORE Approval of these plans shaft becO� 10 exp, -30-� YCA DRE REED YOU DIG! a permit for ear an approval cit,any violations any DATE BY MARK APPR. DATE � '� * PREPARED UNDER THE DIRECTION 4Fi .� oaf The Provisions of the state orcounty is . I REVISIONS COUNTY s� civil_tl- ,� J40J �! Y Y R �F �� SHTS \ I 14W422-4133•133 ,;et f PI ;j mist be kept on the job f rtl Piet earl. ENGINES UNDERGROUND SERVICE ALERT DESIGNED BY: DRAWN BY: CHECKED BY: ��� C��-1�®� ROBERT A. STOCKTON DATEs SCALE; 5EE ABOVE I✓'ORs W.tJ�. FILE N0. �'� Co al ie t 2 working days prig fio excavating. R. C. E. NO. 1 EXP. DATE _ _ H: V: Z. " 0 ►/.0 j I G:\d-13496\CFD-Grading\496rgd2l.dgn GATE: 03-OCT-2402 al♦id.13496 IN THE COUNTY OF RIVERSIDE WORK TO BE DONE TRACT BOUNDARY LEGENDCURB& GUTTER D ABBREVIATIONS '- -- CFD STREET IMPROVEMENT PLANS DE CAUNTY STANDARDS RD 997DE'PEC IFDI!C�THEM IMPROVEMENTS THE FOLLOWING WORKCT0 BE DONE ACC)RDING TO THESE �ONS FONSIST R AND THE LATESTPUBLIC. PUBLISHED BY WORK CO9NCURRENT 1 RUCTIONOF THE "'GREEN SAWCUT AND REMOVE TRACT 29320, CFD 2001-01, SYCAMORE CREEK GRIND& OVERLAY MS 3824 ENGINEER'S NOTE PROPOSED PAVINGCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE O JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,NCLUDING CENTERLINE CLSAFTEY OF ALL PERSONS AND PROPERTY,THAT THIS REOUIREMENT SHALL APPLY RQ po SHALL DEFEND,NDEMNIFYBE LIMITED TO NORMAL WORK HOURS.AND HOLD THE DWNE_R AND ENGINEERAi ARMLESSTHAT THE FROM ANYA AND FINISHED SURFACE FS \ ALL LIABILITY,REAL OR ALLEGED N CONNECTION WITH THE PERFORMANCE OF WORK ON TOP OF CURB TC THIS PROJECT,EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE �+ - OWNER OR ENGINEER. FLOW LINE FL Cp,�,/ - \ R� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILiTES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED T 8Y K DILIGENT SEARCH OF AVAILABLE RECORDS.THE ASPHALT CONCRETE AC ��M �� CONTRACTOR IS REOT1ED LI TAKE ALL PREURES NNARY MEASURES TO PROTECT THE �`\ UTILITIES AND ANY OTHER LINES OR STRUCTURES NG7..DWPt HE THESE PL R S RU IS \ RESPONSIBLE FOR THE PROTECTION 4F,AND ANY DAMAGE TO THESE CONDITION OR STRUCTURES. AGGREGATE BASE AB L \\ C®IOlV4Y ®(f THE CONTRACTOR SHALL VERIFY THE LOCATION,DIMENSION AND LOt7DiTKiN lY ALL BEGIN CURB RETURN BCRS UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE CIVIL ENGINEER PRIOR TC THE COMMENCEMENT OF WORK. END C.RB RETURN - ECR BEGIN VERTICAL CURVE EPIC c�'�-I \ �ry SELONU.IRY gCLF55 ROAD PRIVATE ENGINEER'S NOTE TO CONTRACTOR ED VERTICAL CURVE ..EVC 5MA l� CC—RICH CRAIR L \ B PRI4Av AcC.0 aoAn a, ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED BRGIN CURVE -BC I 11�\ F�( �`� rtAla,p.L RANCH ROILI I TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES AR PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS ED CURVE --- EC 1 ' \ 0;�� "'°'PYA r•RAR �R. A,� AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY PND HEALTH - -- - - - I FJ raucN REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE EF CALIFORNIA POINT OF REVERSING CURVES _ _PRC \ 1 6 nj y PROJECT ,I� *Rea 1 E DEPARTMENT DF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL POINT OF COMPOUND CURVES .. _..PCC \ BOUNDARY i „� ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CON-,RACTORS AND �� \ CIS' o SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. </ STREET TREE -}. PROJECT \\ \ NI aeRr ary CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Nov oeRowoe RESPONSIBILITY FOP.JOB-SITE CONDITIONS DURINC THE COURSE OF CONSTRUCTION OF STREET LIGHT ( BOUNDARY \\ _ \\ \\/, `\\ NN IcA1E I THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT VICINITY MAP SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND ::E \ THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LEA IL ITf. REAL OR ALLEGED, IN CONNECTION \ // \� ` O TOWNS HTIP 5S,RANGE EW WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY RISING \ FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND ,Py APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON SETION 1,2,11,12,13 OF SBBM HESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER / \ O ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSEOTIFY I LOCATIONS ARE NOT SHOWN. THE CGNTRACTCR SHALL BE ReSP.NlIEXCAVATIONETOODETERMINENTHELEXACTLITY LOCATt?ONSPOFGALLOLINESS AFFECTINGCGWANIES OTHIS WORK,WORK OR WHETHER OR NOT SHOWN HERON. AND FOR ANY DAMAGE OR PROTECTION .O THESE LINES. NOTE THE DESIGN AND CONSTRUCTABILITY OF THE PROJECT AS WELL AS THE / ACCURACY OF FIGURES.ARE THE RESPONSIBILITY c. H£DESIGN ENGINEER. PLAN CHECK SERVICES BY REV CO WILL BE LIMITED TO TIE ADHERENCE OF THE DISTRICT'S THE MATERIALS,QUANTITIES AND SIZE OF FADLiTIES,AS THEY HLLATE TO THE SERVICE DEMANDS OR THE APPROVED MASTER,PLAN. CONSTRUCTION NOTES AND QUANTITY ESTIMATE: �7L/// /�\ BASIS OF BEARING - Q CONSTRUCT CURB AND GLITTER PER REV CO STO 200 TYPE A-6 -._. 20,348 LF 1 \ \ BASIS OF BEARING IS BASED ON THE CALIFORNIA COORDINATE SYSTEM NAD 83. 2O CONSTRUCT CROSS GUTTER AND SPANDREL PER RIV CO STD 209 _..._ _ 3,636 SF Q CONSTRUCT MEANDERING SIDEWALK PER REV CO STO 404 _ _. 60,256 SF // �` \ BENCHMARK: CONSTRUCT CURB RAMP PER REV CO STD 403 CASE A _ 4 EA \ \ ` BM.57-C-82 STD BRASS DISK N CONCRETE FLUSH,STAMPED'C S.F.R. ^ \ � �1�1 (Nj\ 569+0851 B.C.ELEV.71TSA5 '�CONSTRUCT PAVEMENT 1700.850 SF �(�� "-=' ��. DATUM:SEA LEVEL OF 1929 AND THE SUPPLEMENTAL USC&GS ADJUSTMENT OF 1934 -0.33' AC __16,653 TON SCALE:1'=600' \�y -0.50' AB CLASS 11 12,979 CY ,.�/ © INSTALL STREET NAME SIGN PER REV CO STD BIG _. _.. 6 EA 600 0 600 1200 1 8100 `NO \� \ D/P REFERENCE:261767 Q7 NTPW CONSTRUCT 6"AC DIKE PER RIV CO SID 212 6,574 LF Q SAWCUT AND REMOVE EXISTING PAVEMENT 2' FROM EDGE (SEE DETAIL ON SHEET 2)_... 2B4 SF INDEX MAP DEVELOPER/OWNER 0 GRIND AND OVERLA, :MIN 0.10' DEEP) AT 2%MIN 2' WIDE (SEE DEATIL ON SHEET 2). 284 SF S.C.D.C.L.L.C. 27740 JEFFERSON AVE.,SUITE 200 10 INSTALL TYPE "F"DELINEATORS SPACED AT 25' 47 EA TEMECULA,CA.92590 PHONE:(9091676-6664 EXT.391 11 CONSTRUCT G" TYPE D CURB PER REV CO STO 204 (SEE DETAIL ON SHT 2) 163 LF PROJECT 12 CONSTRUCT FLAT OUTLET DRAINAGE STRUCTURE PER REV CO STD 303 2 EA BOUNDARY 13 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RN CO STD 207 120 SI' ENGINEER OF WORK APPLY ASPHALT EMULSION PER REV CO SPECIFICATIONS 26 TON RICK ENGINEERING COMPANY 1223 UN EVERSI TY AVE- CONSTRUCT UTILITY TRENCH (ONE STREET SIDE ONLY) 15:008 LF SUITE 240 RIVERSIDE. CA. 92507 STREET LIGHTS TO BE INSTALL PER MS 3824 STREET LIGHT PLANS 38 EA 1909) 782-0707 CONTACT= ROBERT A. STOCKTON STREET TREES TO 9E PLANTED PER ME 3824 LANDSCAPE PLANS 155 EA TRAFFIC SIGNAL PER MS 3824 TRAFFIC SIGNAL PLANS 1 LE LANSCAPING AND IRRIGATION PER VS 3824 LANDSCAPE PLANS 1 LS ------------------------- SHEET _____—_ --____SHEET INDEX: DESCRIPTION; NOTE` RE5PUN9l5LE FOR RCV1610MA I pOFESS(° 1 TITLE SHEET WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE F,oe Nil CANTY EN61NEERING 6R0U/?INC. I UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT p F to INDEX MAP HAs BEEN ISSUED. �� 2010 IOWA AVE. SUIT.' TIO A _5_U.I LT P 1 �NJ I TH0MA9 s.LOVE y — 2 NOTES. SECTIONS 8 DETAIL CAUTION= RIUEBI�E. A. 92550 951 G83 S23¢ - I N.r:,o993 m CORHEGTIONS WO-cC_��r o f 3 SECTIONS 8 DETAILS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE s PREPARED UNDER THE SUA£RV/5/ON OFA R,CE.Na 50993 G,30 0 FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION IL EXISTING * 5 * EYR OA TG 9-3a-o5 91GNATURE I 4-11 PLAN AND PROFILE CAMPBELL RANCH P.0A0 OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE UNDERGROUND FACILITIES IS J} flvll. ,� L4.ut. /to(9S- 12 PLAN AND PROFILE INDIAN TRUCK TRAIL ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO STP or cnuF°� THOMAS S.LOVE DATE 5 S Z� .i Tv 'Z'1rs�-s,-?-Al 13-19 PLAN AND PROFILE MAYHEW CANYON ROAD SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. SEAL COUNTY OF RIVERSIDE SEAL BENCH MARK, A.SFill NO 01 IS SHEET NO. DIG ALERTeµDF ssl TRAN$PDRTATION DEPARTMENT e�aFEsslDy RICK ENGINF�,IUNG COMPANY COUNTY OF RIVERSIDE 7-9-a4 OZ AS 3U2T 5fOEXIALK r 7 /s `"'� ��, CFD STREET IMPROVEMENT PLANS I a �� APPROVED BY, q A•sr RIw:n6L, nr.:�a" P', .x, •l! 7R2. b ' a ul•Firna?e 5¢tttoH an Cs+rn•nbe t RnneLe i,7M1. 5,� 'ri•� y � moi• � ,"sI:"ua:6,, n:,,:,� I • o CALL Q '1• AACIQd rrveAjYR•n '[JZnA I Cwn M �. No.0033950 No-C033691 rzxzud.::aa,n....w:.z<o•R,.emAn,u�sxsm.A,zalvosnn:.orur•Pne1'bNlrnz.ornw..mm:,.gw.::� SEE ABOVE TRACT NO 29320,CFD 2001-�11 SYCAMORE CREEK BEFORE Exp.6-30-06 T/�®/�� Exp.6-30-06 y r0u D';! DATE BY MARK APPR. GATE {I ^Lr H D A. yll t GATE, PREP ED UNDER THE DIRECTION OF I l- I-800-227-2600 ENGINEER REVISIONS COUNTY `� CIVIC c cIVIV c TITLE SHEET OF 20 SHTS =" UNDERGROUND SERVICE ALERT 9'oF CAUFo�� `^" 'q '9jF�CA01pOR� ROBERT A. TOCKTON DATES-O� SCALE: SEE ABOVE FOR: IW-O- != LE NO'Q a Callat least-2 working days prior to excavofing. DESIGNED BY:R.C.O. DRAWN BY:S.S. CHECKED BY:R.A.S. RECOMMENDED BY, BOYLE ENGINEERING DAZ R.C.E. N0. C033591 EXP. DATE 6-30-06 H: Va /��� G:\0-13496\CFD_$irest-ImD�4965tr01.�gr DATr: �-JUN-2003 J.N.13096 1' 0 T T 0100=3.4 CFS RISER 7'CB RISER 0100=41.4 CFS 010- 1.8 CFS ENDWALL =89. 0100=T5�5 1p=ql,q 010= 30.3 CFS 7'CB I4'CB 0100=4.6 CFS 0 0=90.9 010=52.6 CFS 010=6.2 CFS 0100=4.3 CF5 010=2.6 CFS 010=53.2 CFS 010= 30.3 CFS OUTLET c Q10=2.6 CFS 0100=.9 CIES CONN. ENDWALL 14'C DO=18.6 CFS 010 3.8 CFS RISER 0100=89.3 CFS 0100=44.0 CFS OU ET < 0100-S.O�FS 0100=90.4 CF5 010-52.6 CFS 0100=50.9 CFS 010- 12.0 CFS ` 0100=32.6 CFS HDWALL 010= 53.2 CFS 010=24.4 CFS 0100=10.7 CFS HDWA L 0100=32.1 CFS QIO 3.4 CFS) Q10= 30.3 CF OUTLET 010= 19.5 CFS 010=3.6 CFS 0100=32.1 CFS 0100-8.1 CFS ! 14'CB HDWALL UTLET 010- 24.4 CFS QIO 24.4 CFS `'t _ __ 010- 5.3 CFS 0100=2.9 CFS 14'CB QI00 2.6 CF5 100=49.7 CFS I-15 FE WAY '- `x 010=2.4 CFS 0100=2.7 CFS 10= 19.5 CFS BID=28.3 CFS - _ 21'CB 010=2.0 CF5 ' ENOWA L - 0100-11.3 CF5 •�•,•. 0100=2.ICFS 0100=32.6 CFS 0 T 7 010=7.3 CFS 010=1.5 CFS 010= 19.5 CFS 0100=39A CFS v- OUTLET - Q10=28.6 CFS - 14'CB -�-�'- - 7 C Wil` 0100=8.1 CFS _ -- ,19_G� Q100=6A CFS / 010=2.2 CFS 5 0100=6.0 CFS 010=2,9 CFS 14'CB OUTLET 0100=32.1 CFS INNO CFS - 0100=5.3 CF5 / 0100=31.1 CFS 010= 24.4 CF5 ; TR 7 r .y / 1 \ 010=3.4 CFS / 010=26.5 CFS 1 TRAG1 1 17�J�` 4 14'CBPROJECT yy 21'CB L f RIS --- 1 0108 4.2 CFS BOUNDARY _ Q100=9.6 CFS 'rrf ; O 0=49.2 CFS 4L6&__ .�� / 010 26.6 CFS 010-6.2 CFS � BULKHEAD ��- '"-' "\ - OI00-9.4 CFS tom' CB car' 0100=9.7 CFS R� /,' IJJ 010- 2.7 CFS OUTLET 14'Cd 01008 8.0 CFS 0100=2.7 C ` RISER =\ % ,i Q100=62.1 CFS 0100-6.4 CFS / OUTLET QIO= 1.7 CF R QIO 6.6 CFS •�, j (`) - 010= 47.1 CF5 -'. \� `` \�� 0100=22.4 CFS _ 010 5.2 CFS Z' \ r-•'-��� 010= 12.9 BUL HED 010- 4.i CFS r, GI00=3B.6 CFS Q 010=25.1 CFS �, BUL HEAD `\ ___ 0100=46.5 CF5 I OUTLET 0100=41.4 CFS I 1 •\ r� 010 35.7 CFS _; Q I CB �� _ !r , i 0100-33.3 CF5 0100=8.0 CFS r r 01�==_25_4-CFS \__ ___ _ J I 010 21.6 CFS 010= 5.2 CF5 Q' • 010L0 12.5 CFS 1 Q BOX ULV RI �O �i CH pWALL /v ��� _V A \•} C) j 010= 0.7 CFS p OUTLET p= l V!i _ - QI00=14.5 CFS �� \ / • �\ „\ 1 010 C352 CFS Q, „ Q. ,`� . \ . •\ 0100=99.6 CFS 010= 352 CFS 010= 13.6 CFS �� vV� �•4/ 14'CE3 •V A '� .� l� 010= 70,9 CFS 21'CB 0100=4.6 CFS 01J- 3.0 CFS `\ •\ 1 1\ QI00=11.3 CFS .-� � '\ ; 1 / OUTLET QIO= 9.5 CF5 T E r�� r� / 0100=930 CFS ' f OUTL T r 1 Y J ll 'j � j QIO= 540 CFS D 1� 10= 6.6 CFS C 0 0�9.4 C 5 / (, 010-/6.7 CFS .� / RISER 000 930 ci� apQ��O bd��T 7 DB OUTLET STRUCT UTLET C S 1\ p8'CB L J ' �C, 010= 540 CFS •J. Q o, 0100=20.3 CFS -.30.9 C'S % BULKHEAD / Q `C 0J 010= 13.3 CF5 0100=23.6 CFS 0100-12.1 CF5 ,2 010= 15.6 CFS �'�- �, �.\ "1 0100=4.6 CFS Z { pQQO HDWALL :`•� � �• 010= 7.9 CFS /r CANYON -� 010= 2.8 CFS Q H .! 0100=29.7 CFS ,\ / b l 010= 21.6 CFS :t ��` 9.7 CFS®�CI3 � 010� 18.5 CFS v 1- --_- r QI00=18.5 CFS Z BASIN ACCESS ROAD RISER --------- ' DIo= z.a cFs -"'�� 1, -- (PRIVATE ROAD MAINTAINED 100= 0 CF5 '✓/ --- BULKHEAD =5� 010= 6.7 CFS Q y RISER RISER 0100=74.7 CFS 8Y OWNER UNTIL DEDICATED) NFy, _ o oo� =5-- ..7 c 010= 50.8 CFS OUTLET 0100=91.6 CFS 010- 57.1 CFS 010= 4.4 CFS RISER 010= 57.1 CFS 0100=11.2 CFS 010= 6.4 CFS OUTLET ACCESS ROAD 'A' 0100=12.0 CFS (PRIVATE ROAD MAINTAINED 04 010= 6.7 CFS I BY OWNER UNTIL DEDICATED) SCALE:1'=300' `\ 300 0 300 600 900 INDEX MAP NOT& WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. CAUTION- QQ THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE ,Zt,`� - Ue�!I I T 0r 1 FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS COF a /l?�l•r AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE -.-- ENGINEER SHALL BE RESPONSIBLE FOR OSTERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. IVERIFY IN FIELD- COUNTY ALERT SEAL E55) COUNTY OF RIVERSIDE SEAL �Essi RICK ENGINLERING COMPAM BENCH MARK: SHEET N0. / TRANSPORTATION )DEPARTMENT 0\4r 1�1 COUNTY OF RIVERSIDE 9 CFD STREET IMPROVEMENT PLANS APPROVED BY, �A.sro w'� ,��n�K., w�,..,n, o�,��,,� I,n,w�, TRACT NO 29320,CFD 2001-01 1A cAll No.0033950 y//�/ �No.co3359� Y0^s w. 4r<ayz 11.l�ml;�,:n.r 1m 1, SEE SHEET I SYCAMORE CREEK BEFORE Exp.6-30-06 / " Exp.6-30-06 0YOU nu;! DATE BY MARK APPR. DATE {x x} HA A. 0 DATE) PREPARED UNDER THE DIRECTION OF: INDEX MAP � RECOM�' W. FILE N0. OF 2 1-800-227-2600 ENGINEER REVISIONS COUNTY � SHTS O. Callat east 2 workinays Drlor to excavating. DRAWN BY:S.S. H: V:DATE: SCALE: SEE ABOVE MENDED BY: BOYLE ENGINEERING DATE 6-30-06 30. 7DpF cafol RRT ASTOCTON FOR:UNDERGROUND SERVICE ALEREIGNEBY: .C.O. 3 R.C.E. 9 e " 0 C:\tl_13496\CFO.6traet.lmp\496atr01a.dgn DATE: 20-JUN-2003 J.N.13496 GENERAL NOTES 1. !t 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 b©responsible for satisfactory covpliance 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 R/W R/W schedule at least 48 hours prior to beginning of construction. Phone: (909) 955-6885 130' 3. The developer will install street name signs conforming to County Standard No. 816. 106' ..,�.. ..,,..,..m 4. A I I work she I conform to the requirements of the R vers de County Transportation 12' 14' 12' 12' 12' 12' 4' tA' 12' 14' 12, Department Improvement Standards and Specifications, latest edition, County Ordinance No. 461 and subsequent amendments. F_ 5• ce seal be the res oas'requi of the Riverside C to yet idi the en .neer to install street ��\ 90� FUTURE WALK-•-1 +� TIP! ll'+;URl1 centerline monuments as required b Riverside Count Ordinance No. 461. VARIES 0'TO 20' VARIES 20'Tp q0' FUTURE 1 1� i R=5' ll In treet, 7. Curb de ressions and drivewa approaches will be installed and constructed according to P/ .,_ -. -----�-• z n -,f, \ 35' 6. AnciudtlP9•rbutdnota�limited•t�,tope following: sewer,nwater. also ri�,pgas,l9s+ormsdrains. /�� // � 0,33'AO ON% 2.0%�. FIR 9 p the 'H. I :�• \ County Standartl No. 206 and/or No. 207, as directed In the field. ,Uj./�� I '➢� """"" FUTURE 0.50'AB CLASS II .�.� B. It shall be the responslb.lity of the developer or contractor to apply to the California q'SIDEWALK }•*-2°WiOF U111.11Y Department of Transportation ICsII-ons) for an Encroachment Permit for ail work FUTURE&'CURB TRENCH performed within the State right-of-way. TYPE A-6 FUTURE 6'CURB ISLAND 9. It 6holl be the responsibility of the contractor or developer to install and maintain all FUTURE&'CURB construction• regulatory, guide and warning signs within the project Ilmits and Its TYPE A-6 surroundings to provide safe passage for the traveling public and workers until the final MEDIAN a �,tl m completion and acceptance of the project by the County. INDIAN TRUCK TRAIL ISLAND AND DETA i L 10. All street sections are tentative. Additional soli tests shall be taken after rough grading to TON NTS determine the exact street section requirements. Use Standard No. 401 if expansive soils are encountered. T1=7.5,R-1O 6+75.32 TO 9t77.il 11. Asphaltic Erre he"lFog Seal l shal l be applied not less than fourteen days fol 1pat a SPECIFIC PLAN ROADWAY SECTION C placement of the asphalt surfacing, Fog Seal and Paint Binder shall be applied at m rate of 0.05 and 7.03 gallon per square yard respect l vely. Asphaltic emulsion shall conform to Section 37. 39 and 94 of the State Standard Speolf icatlons. ' 12. Prime coat Is required prior to paving on all grades In excess of ten percent. 13. Install street trees in accordance with Ordinance No. 460 and 499-Albiz.a Julibrlssin (Silk Tree), R/W nk Riw Pinus Eidarica (MondelI Pins) &Quercus Agr.fol is (Live Oak). 14. Street lights shall be installed in accordance with the approved street lighting plan. 137' 15. As determined b the Transportation Director, the devei "' "•' y p opor is responsible as n minimum me for road Irryrovements to centerline, and may be required to reconstruct existing pavement, RINI) 1,90101ll ANP +V 003 I ncluding base• and matching overlay required to meet the struotural standards for the 12' 1A' 12' 12' 12' 1^ 4' 12° 14 1?" �?11N �,1:)tl,llY A Wil', &1rticdJ current assigned traffic Index. --••�-I^*- -�--'•�-^• --`�� I^"�'^ -"-*^ ` F +^ •m 1IINI4 I`;II IIII RCC A NwI N 16. only landscaping conslstin9 of Amass and parkway+roes may be Installed within parkways �,�, " on local residential streets without separate landscape plans. All other types of Iantlacaping J"\b VARIES Q' TO 11'- FUTURE ,� .; • ',AWT X11 aN3hti In these areas. and all Igndscq Ing on all other streets, shall require separate landscape jl@�H" qA' q°S1iTE.WALKT 1!,'.;X11 IAV, �# i''AVI AMI NI IiiilFq+i� pp IjU ..-_ _.-.,._..__-.... PA'Jr'MI Ni pplans. Ali IQndroapI ng enoroaohments shall conform to Riverside County "Standards 3 V Ral sting to tha AdminlstratI an of Landscape Enaroaohments"dated June 1990. 2.02 - v„h HaIi;A Ai 17. Any private drainage faclIItlas shown on those plans aro for Information only. By signing II ,^� iAvtML3ji those Improvemont plans, no rovlew or approval of those private fool ties Is Implied or II' Ph/ T Ti Intended by the Riverside County Transportation Department. rl{��'IW FUTURE J iB. Construction projects disturbingg more than five acres vast obtain a National Pollutant A'SIDEWALK -�• }+,J'WI®E olltl1Y y/ '�, j.•�.Ait Discharge Elimination System(N DES) permit. Owners/developers are required to file 073,AC QN-" I TRENCH 'i Ad`�1 All�� ay]N �, IAS 11 a Notice of Intent (NOT) with the State Water Resources Control Board (SWRCB), prepare FUTURE&'CURB 0,501 AD CLASS 11 ---FUTURE G' IX111 ii' a Storm Water Pollution Prevention Plan (SWPPP) and Monitoring Pian for the alto, TYPE A-6 OURS 15LANB ^FUT91iiI e'ti.WTl➢ 19. The developer shall be respone l b I a for the Instal l at t on of add;t onaI signs and markings not TYI^G A-G included In the signlng and striping plan within the project areas• or on roadways adjacent GRINIT1VERC.AY DETAIL the project boundarlas, upon the request of the Dlrea or of Transportation or his INDIAN TRUCK TRAIL designee to Improvo troffic safo,ty on the roads under the jurisdlctl on of the dovoloper. 20. Existing storm drain pipes/ culverts (whether to be connected to, extended, adjusted, NTS drained to, or just In the project vicinity) must be repaired, and/or cleaned to make them 110.5,11,10 functional and acceptable os directed by the transportation department, 9+33,86 TO 11+96.53 SPECIFIC PLAN ROADWAY SFCTION G-G OTE( WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL.AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE CAUTION- FOR AU T IONS FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCA TiON OF EXISTING 11 p OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS ➢ "gip,�., AFTER COUNTY APPROVAL OR DURING CONSTRtl'G wUCTION, THE PRIVATE .i' I Nr: ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. OkA+.Ict wu. t t ! 11� 77 DIG ALERT - SEAL 3 TRANSPORTATION DEPARTMENT DEPARTMENT SEAL S RICK EN�I'NEEKINC;C:C�o HANl` tarscra AVAwk, C7�AC��Nb IMPROVEMENT 1 1���4 D��p�I��N� �/�9// OF IaBq'. N,n, S stn . Arrrrrrr rrr n CALL Np.C033950No.C033591 m•9 M r s>an x 514. 11tL0 SYCAMORE CREEK BEFORE Exp.6.30-06 //�� 0 Exp.@=30.00 Vat)mc! GATE BY MARK _ APPR. GATE {x t} HA A. 0' DATEr ,� PREPARED UNDER THE DIRI TI(W,OFA .� NOTIaSf 1-800-227-2600 ENGINEER REVISIONS COUNTY sr CICI� S d}, .CIV I4 a\r ✓y .. A I L _ IIN5 -.-. DET AND SECTIONS UNDERGItCUNU SERVICE ALERT 4�O cACFOQ� C- dZ hGkcA1V6P Y A. STOCNION OAT4'e S fiN9 51I AkIl p, _.. W.ai, �a'(i .q,,,�y 1 Callat bast 2 working days prior to excavating. DESIGNED BY:R.C.O. DRAWN BY:S.S. CHECKED BY:R.A.S. RECOMMENDED BY. BOYLE ENGINEERING DAT r """" N0. U 1 - • Re ,_ V+ G:\d.13496\CFD_street_in,p\496str02.d9n u'A1r, N :aJ5 +2r to yhk, R/WI R/W 20'A 76 A 40' SIDEWALK 1 38' 38' EXTENDED PARKWAY EASEMENT -- -ti 48' PER FINAL 1P 22 _ 22' 11' �.P� ��ly1fq-Y MAP 10'MEDIAN ti+1����� WH - B )I%?' 2.0/, T1 2.0% AP E ARIES E y zz zX ti 2' LI WIDE UTILITY-tet I S�'��n�, �V �--FUTURE 4'MEANDERING TRENCH SIDEWALK _...... 4'MEANDERING 0.75'AB CLASS II _GRADED ONLY SIDEWALK G'CURB TYPE A-6 DEN~ B �J SII MAYHEW CANYON ROAD ENTRYNIS RIV CO STD 103A(MODIFIED) �s•� Th6.5,R=60 LEFT RIGHT -- 10+OO,GO TO ll+OB.O0 10+00.00 TO 11+08.00 � ) 71+94.39 TO 73+13.29 71+94.39 TO 73+13.29 �� iYMlrRnis�ildSeil6 20' R/W 66' R/IN 40' SIDEWALK 33' 33' EXTENDED PARKWAY EASMENT PER FINAL 1 11' 22' ?2' 11' R/W R/W 2 MAP Pi- 186' 70, z.oz -- 32 _ 3B' a' �T� z�oz .0y. 1�2'WIDE UTILITY �-FUTURE 4'MEANDEkINO 11� r "F\��� ��"�T SIDEWALK �7 p•� RENCH 0.33'AC ON GRADED ONLY 2 pj 4'MEANDERING 0.50'A6 CLASS 11 -_I SIDEWALK G'CURB TYPE A-6 > MAYHEW CANYON ROADNTS RIV CO STD 103A 6'CI1RI3-� 0.33'AC ON J CUT TI=6.5,R=60 TYPE A-fi 0.,0'AB CLASS 11- TYPE A-6- l r-2'WIDE UTILITY RENCH 1,EFT RICHT CAMPBELL RANCH ROAD 1zron.00 To 23l00.00 12+0e.Do Io 23+00.00 47+00.00 TO 60+90.00 47+00.00 TO 60+90.00 NIS 63+90.00 TO 66+50.00 63+90.00 TO 66+50.00 /� YY^ RIV CO STD 109(MODIFIED) �f,.�••1 TI=7.5,R=fiO bD•FUD./�1Lf:F1 IW IGHT i54.7S.Rl TO ' 2B+20.113 J� 702 80 69422.49 TO 74+59.0 69+22.49 TO 70+4.511 R/W R/W SIDEWALK••" ..,....-. _..._.._.__.__,...-.__...-.___,._.__-.-_Y \"?•! PCR FINAL 11 3327 -_. 22.33' 141.0% R/W R/W J IIIVf F f MAP ��I\ (l. I ._._- ._..m..__.._.._.�..___,__...__ 2.0% 18, � j1111i WIDh UIILIIY,-�.,.�+� r14��� - r�'1111��41q \ EXTENDED WARKWAY� P' 10' PER FINALKMAPSEMNT 4'MGANDLHIND \.0 30 AC ON / 4'MEANDERING 0.75'AB CLASS IP 1 SIDEWALKP11 SIDLWAI.B ,. 6'CURa TYPE A �I. 2% MAYHEW CANYON ROAD 27 2% -< 2, �I 'eq NIP, o111. 6 CEIfiB RIV G9;O STO 103A 111; TYPE A-6 k -"� � T �� 11 6.h,R,60 0.341'M ON---/ 6'CURB \ LEFT RIGFIT ,,,_�I2AOE 4(INLY_. 0.50 j 'WIDE UTILITY 'AB CLAS,., It 'fYPL'A•6 -�L2 TRENCH 24+00.00 TO , 0.00 24-00,00 1'O 46+00,00 Fit+206 0.00'f0 D3+50.00 B1n 20.00 TO 63+50.00 6'MEANDERING 66'-90.00 I'0 69+89.99 66+90.00 TO 69+60.92 SIDEWALK CAMPBELL RANCH ROAD NTS RIV CO STD 109(MODIFIED) TI=7,5,R=60 LEFT RIGHT 28+20.11 TO 69+22,49 28+20.11 TO 69+22.49 NOTE_1 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS 15 RESPONSIBLE CAUTION. 6p� FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING AS .f PI[T P1 r OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES IARSING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. THE PRVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO COFc,6'_^5':a NO r z'7�45 GIGNATUNE. SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I VERIFY IN FIELD. L� DIG ALERT SEAL COUNTY OF RIVERSIDE SEAL BENCH MARK: NIS NO SHEET N0. peoFEss4oy� TRANSPORTATION DEPARTMENT eµoFEss4 RICK ENGIN-GEIZING COMPANY COUNTY OF'RIVERSIDE �pvcp �y9 < CFD STREET IMPROVEMENT PLANS 3 ,. BEFORE 5• Bd IAi Exp y� c APPROVED BY- y,CV <A.sT L� -I— xt.,�4, CALL _ 4o.C033 p Na.0033 sm, 0r nµ TRACT NO 29320 CFD 2001-01 s m 'A' nzo aoi,.,,.ny n0 1.w.se:.z4n•xmnneln,m�nas�n-aun.mmuxz.,m.•enx iunm:xz.mz,..,,,,n�6�N;.,:�„�� SEE SHEET I � UI�'lmai'¢aG-0yon or,CRrn LJIII �II4Lfj1}.J. VD�ATE SYCAMORE CREEKrnumc. DATE BY MARK AP R. {t t} KHA A. OT A DATE: PREPA ED UNDER THE DIRECTION OF, )_gOO_Z2Y_C(1QU ENGINEER REVISIONS COUNTY `?q clvn- �p J?q c1Vn. e\`P `��� - (0-19-03 DETAILS AND SECTIONS OF 20 >HTs F UNDERGROUND SERVICE ALERT DESIGNED BY:R.C.O. DRAWN BY:S.S. CHECKED BY:R.A.S. �a CAL1POD -7/7/11 $pF CAL`rob ROBERT A. STOCKTON DATE: SCALE: SEE ABOVE FOR: W.O. FILE N0.(a g Cullat least 2 working days Drlor to excavating. RECOMMENDED BY, BOYLE ENGINEERING DATE. /•7 " R.C.E. NO. C033591 EXP. DATE 6-30-06 H, V: o G,\0.13496\CFD_Streei Imp\496str03.dgn GATE: 20-JON-2003 J.N.13496 p rlx5t�?R 99+00,00 GEla0.79% or14+UOi00 /. ._1083.79 -o" 1061.4 C 1064.76 TC 2I' $ �f�. N� ... ;59.0?.'b . ,. {�•M o .. `FTC ina 32'LEFT °= P PFOP. 7 i0lA l4 5" STC a 32'LEFT - R> >s m E - u .FlffiGRE-PROP TC&32'LEFT ... .. :. / IDENTICAL 3♦ 52 AIDENTICAL n POINT \ .. o ' LF 1055 0 _ - - g // POINT PI-1o6s.7A a 15+6500 // \ GRIS�Q a cL o. r .. // \\ LF 1085- �1=5b2�1 oLL �- j p o .._. 5".ysl. / \\ GROUND m s N Ni _�°I / @ CL to Lo LAo \ 3981• +�o -`P •IP .PROPOSED g �N 5" Pd FS 0 CL ...o ,. EXIST fon \ _� • -Q ,. .._GROUND w:CL ... PI 10jT0 0 P 1:+6,.00 I CL 105550.00 PROPOSED \ LJ Q1s6�'4e c. o Fs 0 r.L \ V) CL 1085. oLL o.._...... / .Sc390 PROPOSED \ c U &CL o.N .. � Q - _,_D:4 �oiE c+a ffj m Sc3.02/. o m o FS _ r� Ci c w� o N n - f 0 5 5 026: +BitlRE PROP.: - TC a 381 RIGHT n L 90000' i"' RT 1055 6962s65 >, aP - - o p 11 j o 39ab- FTC 111 6THREB RIGHT oR°P• 0 o .� fktFtiRE RT 1085 $2 \ o + . o TC-g 38'RIGHT i \ _ [_;50.00' �/i✓,L/ + � C+C•1.539e v-^ \ .'�' ', IP - -. PROFILE SCALE: c+2.3.rrt•,G ,� HVERT:1'=4' 10 .. oil oaarN PER' 12 _. 13 15 16 17 18 19 20 21 STORMdo S.O.I-TEMESCAL .. STtI.//1/1.36........_ ....,,,. � `1 CANYON R&PLAAIS. MANHOLE i+4 l6 SEE SHEET 20120 STA ffT3Z81 CURB DATA LVL CATCH� sasnv CENTERLINE DATA w fo'V=a9� 1 / NO. DELTA oR BRG. RADIUS LENGTH TANGENT REMARK NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK -f` E PHARRI S GROUP 1 ❑ 38.86 hE BB(£ O N 24°0338 W 94.31' X40 ��4•' ,l // .\ ,.. .-'.-- AP.N 290-060-18 2❑ 32i''3'6B� 1884.69' 494.961 33820' ?tf,7BtE O 52°23'00" 1100.00' 1005.69' 541.07' a SEE SHEET 20/20 F0�`�. --m-clKt- + S0 PLAN&PROF/LE �� /' 4 ,,��,,=w,"- +H6:00' 4GR&3:• _54B9Y^ EXIST PRIVATE EASEMENT I PER INST.NO.242351 1 5 �j5^1TI�F" BS.W 58.21' 6-30-92 `.. ,�-- 6 86.01'27-" 35.00' 5Z.S5' 3t.C5' j ^n , / 7 52.23'00" IO66.0D' �i76.43' S25.3'J" � SCALE:1'=40' h -� �` yq r a 8 S2•Z3'oG" 1138.0b' Ib45.43' S5aj.7(o' n -� PROPOSED - CP y 40 0 40 80 120 k i�`- pFAFsC��'� '} (�7' "•�" p "'°w �"\ ti..,. PROJECT 2:1 SLOPE _ ..---.. � o EXIST PRIVATE EASEMENT IO "' � "°"�..� PRBP65EB-38'•58- BOUNDARY m_ l 'p( [� PER INST.NO.242351 -FtFFBRE• 3 �,.�,r-.+� +e+�-PH,hNS 1'��j C . ' 13 '`� - 3@IAP-'20 OSS �'° � /o\ - S - �' y S O P srA-Ftfaa�sa-3'eno-saanrs z:1 st0a '^_ x 1 -' .� � /' flPE-SNL XEMR9RAR ' _ E ,is +m�7"�g��m�-°•-� is - �YFF6LlR rFOrD75r'SEE' \11A `\' --�__� 76 171 © 99{x-T£kIEOG`Ak-CwIJYON-R!': •F,5^F6//7F rATCN 9AS/N "�. ,°, -----I-____ Ft:AAfs�IHEE-F-P0f4o-�- w•10' V.3.4' _-I _"'�,-----'�� -- - BUILT P THE PHARR 1 S GROUP 1. AN ��� ---- -z��s N APN 290'-060-18 x OR RE CT10N5 NOTL 1�•••-- ------ AiONATURE: G� 1 I 1 ftl'ftiRE �FER1P�2•} �1 2.151"Op2 L'L1 .M1 ; I�k►/L.B? ® eoNs7Rur1( eArRP� MP PER R\� cc. v ® �RiwPoseD W0.0 oUT1,�T foR, �® 64P. 40*, e-Ass AA� ,� / R�vERgIpE to 6tn CONSTRUCTION NOTES '�• �`'� _NOTE, -_ --- �./' PROPOSED '16'DRIVEWAY EXIST 20'EVMWD I¢ INSTALL J8"RC9 ftA65 IV) Q CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AR CLASS 11 FOR EXISTING 20'ACCESS EASEMENT PER WORK CONTAINED WITHIN THE�5E PLANS SHALL NOT COMMENCE ROAD PER RIV.CO.STD.206 INST.NO.2001-191150 @ CONSTRUCT CArCH5ASINPER RCTD 30093,, O INSTALL STREET NAME SIGN PER RIV CO STD 816 UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT 5-2-01 HAS BEEN I'iSUEO. j 2RCOAAACCES6 �f6 CONSTRUCT MANHOLE C RCFCD.STO.V142-54 Q7 CONSTRUCT 6"AC DIKE PER RIV CO STD 212 CAUTION. CAMPBELL RANCH ROAD l`/ CONSTRUCTTRANS/T10N5TRUCTURE#3RfR ® SAWCUT AND REMOVE EXISTING PAVEMENT 2' FROM EDGE (SEE DETAIL ON SHEET 2) THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE RCFCD Sm. 73'303. FOR ASSURING THE ACCURACY OI-_ THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING G, /NSTALL CAL TRANS INLET PER CAL TRAN557DA75 Q GRIND AND OVERLAY (MIN 0.10' DEEPI AT 27.MIN 2' WIDE ISEE DEATIL ON SHEET 21 OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR Dl,4RING CONSTRUCTION, THE PRIVATE UNDERGROUND FACILITIES IS 1 GONS'ttL.IGT GURO StnTra ENGINEER SHALL BE RESPONSIBLE'FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO F16X FIIN. t0. STD.20-.'r PP_A-f.� SOLUTION AND REVISING THE FL LAANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. DIG ALER'1 SEAL COUNTY OF RIVERSIDE SEAL RICK ENGINEERINGCOMIANY BENCH MARK, SHEET NO. F65Sr0y, E- 7 COUNTY OF RIVERSIDE Q�a TRANSPORTATION DEPARTMENT p�N.Ssra� APPROVED BY, •�a N.Sloc 2�� CFD STREET IMPROVEMENT PLANS q n^:„� enMa. TRACT NO 29320.CFD 2001-01 CALL VDAT11ARK b✓ildl •ma 4' o. Can+ Np.CO3395a ✓C �No.co33591� ^+^•x�'°�^�+'A^=' '•�^^^��=^M ^^^I,x.^:=,.,,,..^^.�^_��� SEE SHEET SYCAMORE CREEK BEFORE AOOFA STORM DRAIN @ TEMESCAL CANYON R2 - s Exp.6-30-06 7 �`s E.P.6-30-06 P r YOU incl _ _ PR. DATE �z �s ,� CAMPBELL RANCH ROAD ! i ED A. M PATE,J��/,1.7�.� PREPARED UNDER THE DIRECTION OF, 1-80U-22'7-260D ENGINEEF; REVISIONS COUNTY srq clv1�aP�p --1{ , �4 clVl� �p Rf �-- OF 20 SHTS 2yff-- b 14 03 10+00.00 TO 21+00.00 UNDERGROUND SERVICE ALERT Op cpC1F C� @DI CAUF00 ROBERT A. STOCKTON DATE, SCALE SEE ABOVE FOR: W.O. FILE N0.91,_ ` Callot least 2 working days prior io excavating. DESIGNED BY:R.C.O. DRAWN BY:S.S. CHECKED BY:R.A.S. RECOMMENDED BY, BOYLE ENGINEERING DA E, R.C.E. N0. (033591 EXP. DATE 6-30-06 H, V: J O G:\d_13496\CFD_Stroet_Imp\496atr04.dgn DATE: 20- N-2003 J.N.13496 ' b,n •; :' ! PS= 1120.94'.B 28+SO.UO v p r p U bO U U F b H .. I o P N R. �N R m: LT 1100 +IP TC o 32",LF 509981• : o u 1111 az&z' a mm : PROPOSED w TCB 32'LF _ LT 1120 o IDENTICAL Po o N m U J P O POINT 'o / * 3'Co 6' 103CF / o D LL c5 o O c� tiJz N o ch N� :" P C3 P N a. z L 7110-i0' / 0 4 N o•, O CQ - � • PROPOSES 'M m PI 1121.20 U 28+50 00 0✓� N 4 � . *�' `,r FUTURE <z 1114�Op I LL X r1 IN 0 N)W m N Tc B az �� g S P QV' ry N m o ou, o�+,b W LT 1:100 W= DLL r 5391iLd 1. o Poni mmLu =N N o P o N P F, N CL 1120 n w +` in N �. mm ua' PROPOSED Hp-� !1\ ti ("'?[�\ LSiOO DO'/ GROUND'S CL GRI P m GROUND B CL 1• b v: _0µ. ..w. / r'S \ _ PI-1120.82 B:240'50.00 o F. 0'~"• i3ae bLL N gF g� o" NT 52 o RT 1:100 ; S09• \\ , o� � P //. �LL / .o N^ I TCB 38'LF : �'- 1 LL oa PROPOSED RT 1120 Nm. / // .. Qom 1111, DLL _ +.r� TC 039':LF. \ _o +. `INE ©Fo or o SCUSjE FLOW Mo n + b m N. CROS m I /bot ,.:w o : 3,^ 5.33'• \\ / m s P i/ a o•c PROFILE SCALE. \\ oro m FUTTC URE. ie ',�I g HORIZ: 1° 40' 3 533' my_ VERT:1°=4' cl 21\\ i f�2 23 24 26 /`. 27 28 29 30 31 32 SO BLANKET EASEMENT TO ygl• ��BE MAINTAINED BY COUNIY OF RIVERSIDE CSA 152 013 PR@Plv CONSTRUCTION NOTES O •E!G$:'3`1 FRAfd51F4BN . I CONSTRUCT CURB AND GUTTER PER RIV CO STD 200 TYPE A-6 ® 30� Q CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 Hca�r O CONSTRICT PAVEMENT 0.33' AC ON 0.50' AB CLASS 11 O INSTALL STREET NAME SIGN PER RIV CO STD 816 All . .... 28+20.11 CAMPBELL RANCH ROAD= ! CONSTRUCT G"AC DIKE PER RIV CO STD 212 44U 441INSTALL IYP F L NEATO SPACED 7 5 r� _w>^aT ". - - S, "„wM,•,.,,» ' ,» ,,,,,^, ^. •»»,�»» I ,ry ^•I TM G ".+e'"^,.»,».,,*. n.».»»-•-- _.._R�765® ....- ,6 .._ PROPOSED,.. U_4.18, F5 13 CONSTRUCT CUNCRCTCEORIVEWAYS A D A 2 PROPOSED 24 SD __....-..,., V-4.18' APPROACH PER RIV CG STD 207 IG(� SCALE:1'= 40' ® CONSTRUCT CURB RAMP RIV. CO�STO.403 CASE A. „.......: I .. ,...-._...-. _._....�._ �..,. ..... _....._.. .�.._....._....___- 4 40 0 40 80-120 ^,M�A4'»,""""^ ^^^m � ==•r"'-'----1-•--._..- _ PER SEPARATE PLANS 28 PROPOSED 18 SD - y 1 I PER SEPARATE PIA.- 4 I.A.- to 10 -- --- ' : RAT ...,... ,� _ LZ a0• e 4� PRSEMENI1 20' WIDE 5U -� ,,,.•i f#ftlRE m � 30 EASEMENT 10 DE MAINTAINED -...PROPOSED .., A• -., 0 TYP COUNTY OF RIVERSIDE CSA 15"1- EXIST 211'EVMWD� R/W O EASEMENT PER '' X ��� a".2,INET,ND,?001=1911x0 ,! �^^ Q' .-.... " �- .,. V Q1 .-.n Q� �.'d�®.^'PKA,NSfTI aid, - y -...,i•,..,. ^`xV ..._,...._•a.•.e._.�- .__.._ �,W.....r............ � _."---._..,� �( ;,..: 28:96D f.L_C. K...... � �C0 CENTERLINE DATA _ CURB DATA n n N NU. DELTA 71 - IiAD1US TT•- LENGTH TANGENT REMARK :ED.]" cv- �` � N0. DELLTA117 3BRG Roe 1o11ry 306 27H - TANGENT s 6 _ Ac DIKE _ 019 W 14' 2 N Brazz aH L aU-_.0 1aD 31 `14a�W m -._m. __ '__ -� _.�-�_r .. 4 v=4.D Paoaos6o =h �3 1B 41 54 1900 tlO'_ y 289.007 ".- y-.•-15641 .--.W. v__. ., ._ 2. N R4 2YS5.,6A m• I,e�.-�120481- -- - AC DIKE 0700• O pyr_ 0100:.7.1 CFS R/W ""- """ E.%1ST 20'EVMWD--- -"'"' ""�"` """" "-"'�" "` 3 4 32 29 62 1898.26 150 47 75.27' AC DIKE EASEMENT PER 1900.00' 379.89 190.58' I INST.N0.2001-191150 ra f Flo r y NOTE 4 15'42'24.78 1932.00' 529.63' 266.49' 5 16 11'17.42_ 1116.00' v 315.31' _ _158.71' AC DIKE MAYNE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE 6 N 87'22'04.67 100.54' AC DIKE E CANYON UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT I10 "'�Qc HAS BEEN ISSUED, 7 m 5 14'116'19.01 p-� .�- 21804' ._ .._.__- AC DIKE - SHEET 13 wk THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE CA--7I�NC 8 5 06'13'11.68 -- - - 2432 W- - -- - ® EE --4L S.®U I LT FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING 9 9'29'42,.31 1862.00 308.57' 154.64' CAMPBELL RANCH ROAD - OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS 0 ° el6° 1136.00 921.SD wl.a4' WRb -- ••-• Y'""-'y� CO6RECTIONB NO AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO I I6°11 11° lEb6.00' 801.79 151.8*J' WR8 2 (002210�1 IBbZ'04° 19fo'yl°;+_141.=' _e q1.= ---_ �✓RB eIONATU AE. 1 -" AL SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD, 1� By�10*10 Iq'%ja.Af/ �1iD.el IgR22' u�R6 DIG ALERT SEAL COUNTY OF RIYER�IDE SEAL BENCH MARK: SHEET N0. _ �oFEs tla TRANSPORTATION DEPARTMENT aa�FESSIa RICK ENGINEERING COM(hN'1" EEECOUNGr-RIVERSIDE - ° A APPROVED BY, CFD STREET IMPROVEMENT PLANS 5 ls1 VI 1. „;,..,, TRACT NO 29320,CFD 2001-01 - 5E'e SHEET CALL 7.8.04 DZ 4 AS/3UlLT Sl/lEWi7LK � �3 e � u:a nmru.°ur n.,•,su..eau.xm;;„;um.cn v:,m;wm•,mmpxz.wm•rnx nnunoxxavx�.i..,,.n°I;,;w,.;;;, No.0033950 N.003359 ^ SYCAMORE CREEK - liE1'DRE 5.11 W11 229L .StL4'1017 c{ CAM IAO Exp.6-30-06 ��G/tl? Exp.6-30-06 YOU OIOI -�ul'A' PREP ED UNDER THE DIRECTION OF. CAMPBELL RANCH ROAD ! DATE BY MARK APPR. DATE hx );}. KHA A. M DATES .�( t} " 1-800-227-2600 ENGINEER REVISIONS COUNTY `� aIVM1 > d) clwL r -� --" _ ___ b�-03 21+00.00 TO 32+00.00 OF_2_0 SNTs ` UNUERGRUUND SERVICE ALERT q�O CAUF°Q� �� 7 �3 9 OF OAL1FOP� ROBERT A. STOCKTON DATE, SCALE: SEE ABOVE FOR: W.O. FILE NO. 9 Callot 19aet 2 working days prior to excavating. DESIGNED BY:R.C.O. DRAWN BY:S.S. CHECKED BY:R.A.S. RECOMMENDED BY. BOYLE ENGINEERING DA E: R.C.E. NO.-0.4335-91- EXP. DATE-f:=,30�_ H: V GAd-13496\CFD,Sireat.Imp\496afi-05.dgn DATES 20 JUN-2003 J.N.13496 LT 1130 1128.19 TC o1200.00 m ._... ,.o.o. ",cPROPOSfD__ g m :.m. 40+00.00... 1-00.00C Tf2.69 TC .NTC a 32'LT p ui 1126.69'.TC 72 9 wr mw. :n om ,*, u v m. ! m ._ ---------------- ... w __.. .. 10'Cf ..w LL + w 00.. o� w LT 1120 M o u, o,. o LL o�LL 1120.30 IE: o Q o CL 1130 n oma' ow r- oN rN , d M o LL q V. .PROPOSED M N M 1- m O. ooN : FS!.c.CL __.... S. ....1, - G'W O W cs LLJ _-- ©Ln M : z 0 JW cli CL 1120 =LLLi3, mw R7 1130 U cn _ a Fry ^ - - a +o rN QN oNI M :+v PROPOSED I, EXIST GROUND-O CIL, RT 1120 1120.69 IE 1 � PROFILE SCALE: HORIZ: 1'=40' VERT:1'=4' 32 33 34 35 36 37 38 39 40 41 42 43 _-�.- SO BLANKET EASEMENT TO — BE MAINTAINED BY COUNTY SCALE:1'=40' —_�_-- OF RIVERSIDE CSA 152 37+22.98 CL CB 1"124;47 FL { a 40 0 40 80 120 — W=7 w3 —�--- PROPOSED 24" SD V-5.0' Y PER SEPARATE PLANS 0100=4.3 CFS PROPOSED 30"SD ma PER SEPARATE PLANS -p- PROPOSED O R/W-� _ O ------------- ------------- ------------- EC_. 38+46.29 i'S m - + - 4l --._ A r^ 5E qA"5D NNS 30�� 399 40 41 5 42 "' m IY-71- 37 - 4 Q LLJ W r rm ppOPOSppapSE,P _ ._-.. - ---�- W 2 - — < J to 3y5...._._.-^" _ PSEP..,_t6F PLANS �� 2U) .�- `✓ PRO PER s r % �.... f' ... — _ _,..... ._. .��� _ .. _ ._... _..... ® L- R/W 37+22.98 CIL CB PROPOSEDa �Z �.� ,- (I % EXIST 20'EVMWD- P ^'- EASEMENT PER V=4.5' -' / - INST.NO.2001-191150 0100-10.7 CFS �a? pa• '" 5-2-01 yto ,'� •� _. .._. ' �� N ® CAMPBELL RANCH ROAD �r$ CONSTRUCTION NOTES O 2V'o o- U� CONSTRUCT CURB AND GUTTER PER RIV CO STD'200 TYPE A-6 �2M CENTERLINE DATA V CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 FUTUHE 20'DRAINAGE EASE t2a - T0 RIV CO TRANS DEPT -�� N0. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK PER IN-TRACT FINAL MAPS ` -O - — (;� CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AB CLASS it SO FACILITIES OUTSIDE OF v 19°3259 1900.00 648.^c 9' 327.33 12 CONSTRUCT FLAT OUTLET DP4INAGE STRUCTURE PER RIV CO STD 303 R/W TO BE MAINTAINED BY _ — --' OWNER UNTIL DEDICATED - N 52°54'41" W 451.71' L_ _ NO1E! CURB DATA WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE - —T- - - UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT N0. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK HAS BEEN ISSUED. 1 19°32'59" 1932.00' 659.21'- - 332.84' — Py 0 P IN CAUTION= Q2 N 52°54'41"W 451.71' -- U THL PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE --- -- — - FOR A55URINC THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING ❑3 19°32'59" 1862.00' 633.33' 320.78' _ ='*I' C OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS 4 N 52°54'41"W 451.71'AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO ,nyA SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. _ SEAL SEAL SHEET N0. COUNTY OF RIVERSIDE BENCH MARK. DIG ALERT s; oFEssloy�' RICK ENGImmRING COMPANY COUNTY OF RIVERSIDE ,A9 �4( TRANSPORTATION DEPARTMENT � � APPROVED DY, I I N.sro0 CFD STREET IMPROVEMENT PLANS 6 y T y �-G y a::1,.„�:: N::.rvidu n.::,�„ Plunntlx ,,::..�.,, TRACT NO 29320,CFD 2001-01 CALL SYCA RE 1G Y BEFORE DATEa4�YMARI AS BUILTSIOEWALK �3/uS APPR. DATE 6 oc6-SO-os � HA ,A. OT A DATE- PREPARED 'pREPAR D UNDERNTHE DIRECTION OF'11i1" I ,nz, . . ”' SEE SHEET CAMPBELMORANCH ERUAD of 20 SHTS s, 1-800--227-2600 ENGINEER REVISIONS COUNTY d?4 CIVI\. aP sr4 c,v1� N" !/� -1 •03 . 32+00.00 TO 43+00.00 — UNDERGROUND SERVICE ALER'C tae c4uF°P 2 G� SOF CA CFOA R�RT A. STOCKTON DATE, SCALE, SEE ABOVE FOR: W.O. FILE NO. g Calla,least 2 working days prtor to excavating. DESIGNED BY:R.C.O. DRAWN BY:5.5. CHECKED BY:R.A.S. RECOMMENDED BY: BOYLE ENGINEERING DATE R.C.E. NO. CO33591 EXP. DATE 6-30-06 H: V: 931-J p G:\d_13496NCFD_St...i_Imp\496r.tr06.dgn DATE: 20-JUN-2003 J.N.13496 . :. L-100.00' PI :.or N _mM oQ. �xi' L=100.60' _ 6 4- PROPOSED v m a.o0'.w' c r PI 1137 6 C @'S 0 J: o n o,_:oe, +.- TC @ 32'.LT a ;5=1.13% r o N `+o o, `°` o m vLm IDENTICAL : o o o8, ®'m � ^Q ;, : : : <o POINT _ a _ m v m r Q a, LT 1140 m_ $P � LT 1130 r�, r m a. m m PROPOSED � O 5-0.50% t IF ui .0 VOO oS=0:n9% @004Lc2 t" 5= 13% L=1000 F-- O >LL o w W m o g ! U PI=1137.90 @ 53+10.D0 _ Lo LLI O. ._. Lu m m LL _ O m.: _ o r r o PROPOSED f! N 6 EXIST m Z_V3 v '^ " o w o o n Q F5 q CL 5=1.13% ! 8.33' GROUND @ CL o LL o m J }, w o .. MW } /�- _--- ice/ 113Lu L77FIE, o..o- 'r Uv) CL 1140. v v m n o m Lu o N e N CL 1130 zv=i ! _/ F .� 0 =1oa oo m LL� U<n o r ,o S _.._ ! :_.o Q :�05 5=1:13'f. .PROPOSED. m•- - :FS'@ GL L 100 0' \ Q.042 / _ SPI a 11 7.52 @ 53+00.00 o \ ra m PROPOSED Y \ o : ! \+ o TC @.38 RT 5=1.13% ov v / G2 cs : PROPOSED:6'AC DIKE S F: / \ ! ; o W RT 1140 RT 1130 Q N i 4 M M N EXIST; l GROUND 0 CLEXIST PROPOSED GROUND @ CL / T I : TC @'38'RT. L 1 `e.33' PROFILE SCALE: n31.77 1E HORIZ: 1'=40' / VERT:1'74, 43 44 45 46 41 48 49 50 51 52 53 54 50+89.72 CAMPBELL RANCH ROAD= TO BE ABANDONED SCALE:1'=40' -�_ 50 BLANKET EASEMENT TO PACIFIC TELAPHONE -! 10+00.00 SOAPBERRY STREET BE MAINTAINED BY COUNTY ANO TELEGRAPH CO.EASE OF RIVERSIDE CSA 152 IN BOOK 1484,PAGE 524 40 0 40 80 120 tom- RECORDFD 6/23/53 PROJECT BOUNDARY/ CALTRANS R!W PROPOSED 30'SD so 51+56.85 CL CB ,c m< PER SEPARATE PLANS _ >� _' _. .. PROPOSED __... .._..._.. _._.__._ __._. __ s "ii 253.20. � V=4.0' wx O R/W s 6.02'41 - 0100-6.4 CFS o, O ._._... --a O LO t IIFIC 4L+91.82 c� Q W �4 45 46 47 4g EC L -- - - F �- -_--LLI M: + 4----r _-- 51 52 Q'F- LU - W -_ - --- ______-_--- '�--P�OPTsaER �S�- -----------------------_.------'----ANS --_--.-- 7--_----�--i- 53 W2 m < -------__r___..-x---_- .-,-'--_ ...«-._.. -x_ x ._� -_.._ __ f _ ._ 4' - Q y FUTURE 20'DRAINAGE EASE PROPOSED I-- - N RIN CO TRANS DEPT R/W - -' PER IN-TRACT FINAL MAPS 3wg SD FACILITIES OUTSIDE OF o I I PROPOSED owe R/W TO BE MAINTAINED BY / �, EXIST 20' EVMWD OWNER UNTIL DEDICATED-�-t� EASEMENT PER } R!W ® w .- mwLL. INST. NO. 2001-191ISO 5 0 °- CENTERLINE DATA m i 51 Hi6.89 CL CB 5-2-01 1134.96 FL W=T' o� V=4.0' NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK (FUTURE) 0100=3.4 CFS mwd O N 52°54'41"W 491.82' SOAPBERRY -" C?� z==3z 46 1900.00' 84.44' 42.22'- STREET N 50°21'55" W 213.46' CAMPBELL RANCH ROAD ( N 50°21'55°W 310.28' - CONSTRUCTION NOTES CURB DATA Q CONSTRUCT CURB AND GUTTER PER DIV CO STD 200 TYPE A--6 N0. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK Q CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 11 N 52°54'41 W 491.82' � CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AB CLASS 11 NOTE: Q 2°32'46 1932.00' 85.86` 42.94' gZ�l ONSTRUCT 6" 4CDIKE PER RIV CO 5?D 272WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCEN 50°21'55"W 213.46' UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT 4 N 50°21'55"W 310.28' ONSTI'IT LURE RANT PER R/V.CD.5T0.403 CASE A HAS BEEN ISSUED. CAUTIOW 5❑ N s2°54'41"W 491.82' THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE © 2"32'46" 1862.00' 82.75' 41.38' _ A U I ?L A N FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING ❑7 N 50°21'55"W 153.46' OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. INE PRIVATE Q8 N 50°21'55"W 250.28' GpRREGn GNS NPWI ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. 9 N 50°21'55"W 120.00' AC DIKE AtORAT1311E. DIG ALERT 9E"` PµDFE55, SEAL oEss1 RICKENGINLL1 %COIVIIANN L SHEET No. COUNTY OF RIVERSIDE BENCH MARK. � TRANSPORTATION DEPARTMENT � �� 1 U COUNTY OF RIVERSIDE - '" - - - A•d> y APPROVED BY: q A•5T0 EYE CFD STREET IMPROVEMENT PLANS 7 r s I TRACT NO 29320,CFD 2001-01 CALL " No.CC33_ o No.C033591� -1nl.,:n, v. SEE SHEET I � � � � SYCAMORE CREEK BEFORE 7-8-0 OZ ¢ AS 9L//LT SIDEWALK -/ /3 OS Exp.6-30-06 .3 ExD•6-30-06 You DIr1 HAL A. 0TH N DATE, PREPARED UNDER THE DIRECTION OF, CAMPBELL RANCH ROAD ? DATE BY MARK APPR. DATE it T} {1 Yp 'LQ I-8011-227-260(1 ENGINEER REVISIONS COUNTY J`r Clvl� v ,ri clwV v ��" /0-19-03 43+00.00 TO 54+00.00 OF_SHTS } UNDERGROUND SERVICE ALL•RT DESIGNED BY:R.C.O. DRAWN BY:5.5. CHECKED BY:R.A.S. s)F of cAlltp0.� 6'3 4>F of CAUFOPd RC�EIlT A. STOCKTON DATE: SCALE. SEE ABOVE FOR: 1W.0. FILE NO. Callat least 2 working days prior lo excavating. RECGMMENDED BY: BOYLE ENGINEERING DAT : _ R.C.E. N0. C033591 EXP. DATE 6-30-06 H: V: 31_ p G:\4.13496\CFD_Strae Limp\49Gstr07.6Dn GATE: .0-JUN-2003 J.N.13496 L=600.00' PI U m o0o Q o o o � y o Eo wm N O O U M 0 w P'O 'v PROPOSED '^ p. c 0 oY mQ mom. .:. � :. Ta a N .- m to 0 m LT 1140 LT 1140 .. .. .. .. 1142.90.m 62x.90.00 O o v> LL N O 4 O LL p 00 N b O P � -, O In pp u. •m � IC+ty �OI ut� P .. O V �I` Oto. W O O I� o.m m PROPOSED ,W g EXIST. _ °-'�° m m w .i.g T \a -`n. Iii of"- 6\"Y LAJ LL +n m oi FS 0 CLGROUND D CL .$ w;i m cv a-p t. Ln to= m UJI m r rt m = �! '^ :a'�'i S "• to m', +- In w CL 1140 CL 1140 _z u=i s osi% G AaA �Ntn F• .. I '''r'py e�v o w�Uact r o rO H O 'f OU m.F- mtt:Oh- V F• '.O V' pM O4.IpU U a. v O U O h r O Eff In p.v O v + O N j +q N N + + p m N h U I" Y '1 f•? _ OH ov oU oo +o °oQ is m,:an+�- ua� m� iPA ,ne aov "' -- r V PROPOSED fl n.F *mm ^.,A. $.a Q m \ 'm�'p u"i TC a 38'R7 RT 1140 m r � r �,-•-..., �r:, �,� RT 1140 EXIST 1 I \ r GROUND a CL f \ r PROFILE SCALE- j \ % 4iIr1; l�.l 54 55 56 57 58 59 60 61 62 63 64 65 5TBvG N_= (, CONS7Huc1 LIMtI ANO IrHIIIK I'IN alV C0 110 Ji10 1V11 A o (11,L1N".,iR.1,,1 MIAMI-RING SUIIAAIA FIR R1 Pn 'lO 40A 11(0NSl RU27 !'AA1)MINI 0,91 At ON 1V),)All fl Aa'+ Il X1.'1"ON',INIX I I I A, u111111 ORAINII: ,kt1Clllhl Oil RI i a A11,1111 u sD BLANKET rn EMrNT tD MAINIA BF RIVERSIDE, RY COUNTY r' 10 HI AIANIIf)NIF Of AIVFRSIDE O.:A 1S2 s'INI n AND I'll f A';1 •-. m� 0 i1 IN':,I NO N'u t"la"1711011 ., , R%WPOSECI 1 r 10 PIMAIN � lt1 I VMWH�A':I MI N) IY 11 RI pl 1 I 1100 1 1111 1 O UJ --- --- ..,7•"_.—.:b-...-...�..-, m 'w W 55 56 57 SO 51 COLli '""'^°•-, LLJ Z In Z. t;Pt S -P130POSED 30'SU PROPOSED 30'SD .. m ROPO"EB x 4 Lu N PER SEPARATE PLANS+ '�^ PER SEPARATE PLANS n \"P P ._... _ ... ..... PER SEPARATE PLANS `^�..,,_•.,.�, ._.„.. i _ .u,;.,w,.,:; .a„ V t �« a PROPOSFID p DRAIN ourLETL_SL ...., aD /W (1 {g0,Ci5UEl �.' TO IM 70 DRAINAGE IASL °„�. ® +�""�•� i0 RIV CO TRANS1NAN5 DEPT NIYOPO"el D �...,o � d-.=. y 1 t IL0 SDlLITE% FACIN S OUTSIDE 01ld CENTERLINE DATA R/W 10 BE MAINTAINEi)DY OWNER UNTIL DEDICAI'EU N0. DELTA oRBRG. RE RADIUS LENGTH TANGENT MARK Ia 111 AI1ANnmin �.� \ N-50°21'55-W.T. ____.--. .72'__. .,...W... .._._w.._.. NIDUUK Lj;iAil At,171Ar,1. ,,,�, •• „j L,AO 2 ,6 ,7'33' ,90tl.DD' S4D,2B' CAMPBELL RANCH ROAD DTE. --- -•--•- - .T,J WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE CURB DATA UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT )+ ___ _ ,m...«,..._..... �.w.._...,. HAS BEEN ISsuED. ND. DELTA 0R BRG RADIUS IENG7H TANGENT REMARK THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE CAUTION- t N 5D 21 s5 w Sa u FOR AS THE ACCURACY OF 'HE DESIGN AND ACCEPTABILITY EXACT LOCATION ' OF EXISTING 2 1G 17 33 195/ Otl 51J S8 ?76.51 OF N 5tl!1'56 W THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS _— 3 159 I7 - x 5 AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO .._. • 4 16.17'33" 1BG2.00' .+29.47' 266.531 .. z • E `" el SOLUTION ANDD REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY iN FIELD. DIG ALERT -- ------ SEAL _ COUNTY GP RIVERSIDE SEAL gNtH MAlah. MS -- _-- ---- —' ppOFE55' TRANSPORTATION DEPARTMENT pppa E5510�, RI(k Ia NGINEWING C C11 HAN) Y g' 4 pit A.or Fc (J W APPROVED OVND eD ,," A•3 CI°d STREET 1MPRUVL;MEN i FLANS ; ''�*�' ' TRACT NO �:4320 Cl`b �'47C11-t71 � �I (,ALI, No.C033950 �" i.C033591 _ ,_. lql 1, BEFORE 'B• 7Z AS�UiLT51DEWALK iT 0 EP•6-30-06 _ 7�/O A.7 _ y Exn.6-30064 PARED UnDERIiI{I DIRECTION Ore `191. CAMPBELALCRANCH ROAD �j1f YOU uu.. DATE BY MARK _ APPR. DATE {s =}. K AL A. OTI N DATE: y' .,+" 20 I-8(1U-22ERVI ENGINEER REVISIONS COUNTY srgr QvIC �4 dry CIVIC NJi [i W9. J4H{jO.0®1T0 t9,)H'C0.1�0 'u1 UNUEHGROUNU SEItVICL' ALERT DESIGNED BY:R.C.G. DRAWN BY:S.S. CHECKED BY:R.A.S. or CA\v�P ] O �"CAC\� ERl'A. STOCKTON DATt+ SCA3l+ R0Y1 Callat least 2 working days prior to azcavating. RECOMMENDED BY: BOYLE ENGINEERING D TEI ), 11+ U+ R.C.E. N0.-,_..SSC i,2L___ F.XP. G\d.13496\CFD.Street_ImP\496stIOB.dgn OF 72S. VC 00' - _ PORTION OF 725 00'VC m'd o F GROUT q ND 0f CL. o <._FUTURE a PROPOSED. - o - m- TO a VARIES IT TC 037'$L,T2-TLT 1135 _0 oL ^ dn \^N o - oN ql� n«oi H OLL LT 1135 + R m FUTURE TC 32 LT o .oLL /! O 0 O. v, cR ,�.. 040 \\ wo ��--._\` oLLo. S3�A // p0 CD O w a 100! 702 OY 5 OS/ 5=1A0'f, / N o�' o m PROPOSED / I-- 60 l�al w O aU o z o a lao (m FS 0 CL W= CL 1135 + PROPOSED �� \ LL \ Q tCI F- FSO CIL :. '� \ rc u '8 33 c o m \ ! Z w W Lc0.00' ! o PLL \ 10"CF i=T2soo' P m \ , _J`� CL 1135 W PI. 1142 1` `+ o:n- `P -_LL o✓ a :'1 4 1 :11 0 0+90:00 ._ LL .. /N ! W ZN ;0f2+90.00. S-' ar ^o of �F.q LL o ..oP o,n a,n vi'.�v1 o�n P� " :n or-. Fes' /^ .off, _ i SW m + �2.5\ m o o - - \t : ZW Ory- \ .a•a _ oNo o °d Nm \ v \ y N y µ PORTION Of E=725. 'VC \ : GRIOUND 0 CL o1 t2 - ^�' II 72 :\ PORTION OF L?725 00 VC oo'-> o m . PROPOS€D ?1 2.1 0... +90.0 ui P�`\. if T 1135 rc o 38'RT =i ` P \ RT 1135 y o� ` P t O r \ O r b y Oo N O \ S=-2,551 .o N N nu o `m' moma 1O p'o \o + / \ / , CROSS GNU 55% S=0S3% S'1.000 FUTURE // \ / LLI _ \\ PROFILE SCALE. N FLOW LINA TC 0 38'RT / : HORIZ: T 40' i \\ VERT:1'4' 65 66 67 68 69 �' 70. �6, 71 72 73 74 75 6 CONSTRUCTION NOTES ®OWS7AUC7 e&=MW PER AN CO.SM 4103 CASE CURB DATA 0'C 11 3 6 0 CONSTRUCT CURB AND GUTTER PER RIV CO STO 200 TYPE A-6 NO. DELTA OR BRIG. RADIUS LENGTH TANGENT REMARK CENTERLINE DATA I O CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 1 G'36'40' 1932.00' 222.93' 11.1.59' I I O5 CONSTRUCT PAVEMENT 0.33'AC ON 0.50'AB CLASS It N0. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK 22 N 27.27'42-W 739.79'_ O INSTALL STREET NAME SIGN PER RIV CO STD 816 -3 N 22.07'35'W 141.58' AC DIKE 6°36'40" 1900.00• 219.24' 109.74' ,,.•,r, I I 4 6'36'40' 1862.00' 214.85' 107.54' Q N 27°27'42"W 203.26' I I Q CONSTRUCT 6-AC DIKE PER RIV CO STD 212 5 N 27'27'42'W 141.43' 3 N 27°27'42"W 677.51' I 10 INSTALL TYPE'F'pELINEATORB SPACED AT 25' SCALE:T'=40' © N 27'27'42-W 93.92' ( PROPOSED 20'WIDE SU 7 N 30'49'3TW 374.77 AC DIKE ----SD BLANKET EASEMENT TO EASEMENT TO BE MAINTAINED 40 0 40 RO 120 B N 27'27'42'W 374.7' AC DIKE BE MAINTAINED BY COUNTY BY COUNTY OF RIVERSIDE CSA 152 OF RIVERSIDE CSA 152 171.33"TRANSITION r.� I 12.24:1 59+22.49 CAMPBELL RANCH ROAD= 70+10.15 CL CB I rtl 73+13.29 MAYHEW CANYON ROAD I =112 PROPOSEDR/W FUTURE C& G II1TYP 7 -__— - 2 7+9.2 PROPOSED EP O EL5 NO 67 __x__ 69 _ _- 70 71 _ 72 73 74 75 p mr _ 4 ' �"' m �-{y' ,re N —PROPOSED l0 F- S r" w 4 I ti �: - N_ �� �'- 5 ��� f f 6 I`W c 7 W= + k---- -- -- 70+23.82 CL C0 J W X00 .. -�„__..-_ _._.__.- __- v ! 6479 FL TYP 10 FUTUF'E C& G UW W w N PROPOSED _ R/W V=4.0' o PROPOSED F_ 0100=27.4 CFS " R/W I I Q ram o ao a w 11 v 374.12'TRAN41TION !1l 9 aF PROPOSED BLANKET DRAINAGE—� 18.71.1 6'WIDE �'� NOTE, MAYHEW CANYON ROAD EASE TO BE MAINTAINED EASEMENTT TO BE MAINTAINED — SEE SHEET 19 BY COUNTY OF RIVERSIDE CSA 152 BY COUNTY OF RIVERSIDE CSA 152 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT .h MAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE CAUTIONS CAMPBELL RANCH ROAD p�.g�t1LT_ PL_ 'IF FOR AS THE ACCURACY Of THE DESION AND ACCEPTABILITY EXACT LOCATION OF EXISTING _ OF THE NORK HEREON. IN THE EVENT OF D15CREPANCIES ARISING UNDERGROUND FACILITIES IS ICK AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE o08Lct •.ag�``rC L�' ENGIIJEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO cIGR?T Ldt-_ SOLUTION AND REVISING THE PLAN° FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. DIG ALERT SEAL SEAL SHEET NO. COUNTY Of N111[MIYE BENCH MARK, E95/ TRANSPORTATION DEPARTMENT pµ0F655r RICK ENGIM 1;iZING COIVIRAM COUNTY OF RIVERSIDE CFD STREET OF PLANS I�\\� A•a, �� rvNoreo Nn h .^ s*or I : ..I r.:,"„ 1•I:,.• TRACT NO 29320.CFD 2001-01 9 7 " (.ALL No.C033950 No.C033591�� vv M.�rwiyn m w.."�J sn.iasx Iae Du.,ro.t,tr xe:nn ,_x "� a SEE SHEET I SYCAMORE CREEK BEFORE 7-806 DZ _ 4 A5 Fi;7LT SIDEWALK 7 /j? ExD•6-30-06 7/�I/Q.y Exp.6-30-06 ' —f__4 YOI. Ola. DATE BY MARK APPR. DATE {t l} KHA A. OT DATE, PREP RED UNDER THE DIRECTION OF, CAMPBELL RANCH ROAD I-80(1-7.27-?.600 ENGINEFR _ REVISIONS COUNTY srq cIv1V e1`p sr9 clvll_ �p ���� b-(9-o3 65+00,00 TO 76+00.00 of 20 SHTS UNDERGROUND SERVICE ALERT DESIGNED BY:R.C.O. O'AWN BY:S.S. CHECKED BY:R.A.S. ���i\F� �— 7 7 O2 mar Cl�\F� ROBERT A. STOCKTON DATE, SCALE SEE ABOVE FOR: W.O. FILE N0.93/-J � g Callat least 2 working days prior to excavating. RECOMMENDED BY. BOYLE ENGINEERING DTE, R.C.E.tl N0. C033591 EXP. DATE 6-30-06 H, W- - p G:\d.1J996\[F0.91rect_ImD\496sir09.tlgn DATE: '.0-JUN-2003 J.N.13096 1198.47 TC / / m r _77+00.00 F / .82+00.00 x0 1146.59 TCF - 1166.54 TC al W �� jm L=800.00'V+ EXIST.GROUND =f .9 e - o •r _' F IDENTICAL ! a CL 1 --, --' ^FUTURE-/ f POINT f - Q .L- TC o VARIES,&�T / o ru- m r--PUTURE ! o PLL _ TC e 53'L7 LT 1180" LT 1140 m!l�EXIST of / qROUND CL g ow v o u FUTURE' ) 'Y ! �v m �_ TC a VARIES LT ]J �Yo L- O o O FUTURE a is / ( 5.3g9I. TC @ VARIES LT_' o L-80ROb'VC O -! IDENTICAL: I=.158. R,6 t00.O0 0l:' �f O O 67 ,S�yyl. POINT i- �f- ®j �w r-W / zuj ,= CL 118fl CL 1140 wi-11;i 3�5 -IL3 Z G/1 � PROPOSED .5' o S Li! ZW _ _ ml,..6 FS c CL '' PROPOSED T m Y- U(h FS&CLa ( IP Pl PORTION 1186.37 8087000 00 o X10 aIm a�a ` `PROPOSE TCD 32'RT .IP j' j M1iti 9Im - 6 RT 1140 y�g9l, o ( - RT 1180 FTURE ,6'-� oIQ TCUe VARIES RT� 00 FUTURE cS TC&47'AT o+r 53891 PROI=ILE SCALE: o VERT-.1'=4' 76 77 78 79 80 81 \82 5=3g9A 83 84 85 86 87 1?1.33'TRANSITION CENTERLINE DATA CURB DATA PROPOSED 18'SD NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK O tOTYP PER SEPERATE PLAN, O7 N 27°27'42"W 30.36' N 22-07'35'W 30.49' AC DIKE PROPOSED � R/W G 18°50'83" 1400.00' 460.55' 232.37' ❑2 18'50'53' 1416.00' 965.81' 85.D3' AC DYE SCALE:1'=40' O -" "--------- ❑3 N 8°36'49'8 12614 AL IK 0 O Cn m - - FUTURE C& G ❑ ` N 8°36 49 W 126.14 D } ___ �a - (3 14°33'00" 1900.00' 482.95' 242.79' 4 9°1T12' 1884.00' 305.36' 1SA2' AC DIKE 40 0 40 80 120 1 PROPOSED 18'ED 5 N 27'2T'42'W 30.36' A,DIKE W BC 76+30.36 77 sR ""c-- ---_ PER SEPERATE PLAN © 18'50'53' 1384.00' 455.28' 229.72' AC DIKE W N 8.36'49'W 126.14' AC DIKE 2 J W -------------- - U AC DIKE .a PROPOSED 9p.97�°"°a ° - --- EXIST INGRESS/EGRESS EASE \ 8 -- / (INSTRUMENT 39355) `-PROPOSED R/W FUTURE C& G PROPOSED 24'SU PER SEPERATE PLAN @p PROPOSED 66'W SD PfR Sf Ep 1 S0°""" - 83 EASEMLMT COUNTYTOF BRI VERS152 / `^-`-� -RATp pC4N`� 84 � .Yw --------- o PROPOSED - / --�� .. -__________i_ c; R/W CONSTRUCTION NOTES PROPOSED 30'BY 30' t!�_ - -- ! ++ -- SD EASEMENT TO BE _ 5 CONSTRUCT PAVEMENT 0.33'AC ON 0.50'AD CLASS II -- -- - 36 (;o) I - F-- O MAINTAINED BY COUNTY PROPOSED EP _ •-i i W OF RIVERSIDE CSA 152" a Lil (J7 CONS CRUCT 6'AC OIKk.PER R!V f.0 STD 212 ' -�-_ 10INSTALL TYPE T'DELINEATORS SPACED AT 25' - - 11 T-[_.[ ._ice NOTE! _ - __ _ WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE CAMPBELL RANCH ROAD _------ W UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT 7, U HAS BEEN ISSUED. w - ~ CAUTION. THE PRIVATE ENGINEER SIGNING THESE PLANS 15 RESPONSIBLE mIUM FUN ASSURING THE ACCURACY OF THE DESIGN AND AC OF IEXACT LOCATION OF EXISTING OFTHE WORK HEREON. IN THE" EVENT OF DISCREPANCIES AR IN TIG UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO �- -SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. IVERIFY IN FIELD. SEAL c y � SE�� prm - ET No ES�4zDIG ALERT RICK COMPANY INN APPROVED ® CRAC93�OVFD2ois 1O7COUNTY2001 SEE SHEET CA Id, No.C0339505v SYCAMORE CREEK BEFORE Exp,6-3006 p.63006� ___ . — 7 �® YOV 1711! DATE BY MARK _ APPR. CiAIE 11\{2 i} H D A. 0 AA DATE: {a PREPARED UNDER THE DIRECTION OF: C;~MPBELL RANCH ROAD UNDI?Rf,ROUNU?SERVICE Al hLF.RT ENGINEER REVISIONS _ J fDUNtY �``�9� aF cAUF �Civil p �`-�.� 7 7 G? `?a OF���I p`F///\aP � 6.�1 _ b-19-03 SCALE: SEE ABOVE FOR' 76'FflO�flfl TO �7+ O`flfl �f;ILE N0. - e oF� \�F oe ROBERT _. S7CCKTON DATE: ' fallai bast 2 working days prior to excavating. DESIGNED BY:R.C.O. DRAWN BY:S.S. CHECKED BY:R.A.S. �_� RECOMMENDED BY: BOYLE ENG 1 NEER I NG DA E+ R.C.E. NO. C033591 EXP. DATE 6-30-06 H: V: ��J-� 6:\tl_13496\CFD_Str,,t.[,,p\496sirio.dgn NNE: .n-?— ".i3496 v F u o o c+ L-800 00'VC o ce -FUTURE- R TC + W 0 1 u o o m o rZf m \ :L=800.00'VC LT 1185 ^ =1186.7587+00.00 - _-- -- LT 1185 r -- FUTURE c \ TO'®STILT c� o \ _o oLL ov, c',,, / FUTURE w Q \ v ��o / �FS R LL ti N. + m m _ m m m m o N m r Nm LL m 8 mr \ w o o ti z _ - - -- - - \ 0.4 0 \ + m m m to r r o�..: m • m. P 4 ' Q Q mm m ^ + t� mm. PROPOSED / FS b CL CL 1185 w m \ PORTION OF IV - +oo.ao __ _ CL 1185 zW cn \ F W / uj o / FUTURE Ld TC ou or' - - _ --- 5=0.50% / s 050% le m^. SP tell + RT 1185 FUTURE' RT 1185 TIC 471RTu PROFILE SCALE: HORIZ: 1"=40' VERT:1',4, 87 88 89 90 91 92 93 9A 95 TO BE ABANDONED �. SO HERN CA EDISON CO INDIAN TRUCK TRAIL ROAD MAINTANCE EASEMENT SEE SHEET 12 1172.18 INV (INSTRUMENT 109596 11 SCALE:1'= 40' 4s PROPOSED 8'X12'CULVERT PER SEPARATE PLANS---,, I' 1 1 i 1 s2 1g-CpytPHfd,6._8L1CtGI�Rglil1.,;'_ 40 0 40 80 120 1 R-3J•00' 1 i "+96.63 INDIAN]RUCK TRAIT. 1 "D BASF MCNI �J BE D83°32'14' / MAINTAIKE BY COUNTY .11.03 �, a PROJECT- 1 OF RIVERSIDE CSA 157 /'V BOUNDARY 91+14A0 i '� kPROPOSED o FUTURE C&G __- <-�_�-• DE PALMA ROAD LLJ -_ �'� �- (INTERIM) CENTERLINE DATA 0 'PROPOSED EP i , 1 91 — - nMPRovEMEN] PER NO GELTA cR BRG RADIUS LENUTH TANGENT REMARK q �L �46~ / --- -.-~ , "' ! 1 I - SEPARATE PLANiI 1 9°45 41L� 323.70� .qqq��� 19011.00 161.;4W �__ --` 1 \� N 3 56 19 N 09.tJ'- _ � .--�r-- +-- _ 90+I3•� .n � �� ��. _ . N S 56 I9' W_ ___ END 17 F,RIJCIION 1 23 SB I100.00'- 6.B7' 13.44P 118.1.1f LP �7 FEu ILLI PROPOSED FP.< - ______-__- R=35.00' IM �__----__ i D-92'20'06'FU ITIP,E C&� L56.40' I i ---120.21'rRAAIBBITION I TO BE ABANDONED SOUTHERN SIERRA POWF.H C.0 ROAD MAINTENANCE EASEMENT 1---_ \0-10-0L30-- 100=330CS CONSTRUCTION NOTES --PROPOSED BLANKET BASEMENT U CONSTRUCT PAVEMENT 033'AC ON 0.50'AB CLASS II TO BE MAINTAINED BY COUNTY �, NOTE' OF RIVERSIDE CSA 152--------- -------� V INSTALL STREET NAME SIGN PER RIV CO STD 816 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT (10 INSTALL TYPE'F'DEI_INEATORS SPACED AT 2Y HAS BEEN ISSUED. _ CAMPBELL RANCH ROAD I - CAUTION .b,S-[?�9 i 1.T P THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONS19LE -- - -- FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING t OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDER ROUND FACILITIES IS OCa E •.� AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ' ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO BION2T4tlk ->.- Y` SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. / DIG ALERT - SEAL =� MIS 382 COUNTY OF RIVERBIOE SEAL 0 BENCH MARK: COUNTY OF RIVERSIDE ppOFFSSIL`�,/'\ TRAN$P®R'I'ATIOsN DEPARTMENT' eaoFEss'ay�< CFD STREET IMPROVEMENT PLANS ZIGK NGINLLIZING OMIANl 9PROVEO BY, ^ sr�cr TRACT 2 01-01 - DATE BY MARK APPR. DATEP.6 30- �n a a.x.,; .,.,i. SEC. SHEET T I , 0 NO 9320 CFD 2 cAl.l. _ N 033 50 No.0033591 I SYCAMORE CREEK 1 BEFORE "IT PREPARED UNDER THE DIRECTION OF, 1 CAMPBELL RANCH ROAD yu1 uu.. KHA A. OTHM DATE: I-8(10-227 2600 ENGINEER _ REVISIONS _Cou1 TY sr clVi�^ _-' sr clva v •�/iG - _._ ___ (0-19-03 _ _-_ 87+00.00 TO 91+84.14 �uc 2C I;NUL:IiGR011ND SIi RVICI: ALIS R7` DESIGNED BY:R.C.O. DRAWN BY:S.S. CHECKED BY:R.A.S. QTe av CAV�toP 1.,- — � _p�'> °TfcAC1poP� 'OB R7 STOLk'i01S- DATE, SCALE, SEE ABOVE $ 1 Cnll<rt least 2 working toys prior to excavating. ] -- FOR: VY.O. FILE NU. 1 RECOMMENDED BY: BOYLE ENGINEERING DAT R.C.E. N0._C033591 EXP. DATE 6-30-06 H: V:-_—_ J,r-..' p kl ria I3a99�crp.�rrear.lmo�49cstr n.do�, CP SE: _OJiIN-?CJS ,I.N_i3<96 Lz ?i=?186.89 R.0 10+95.88 a CL 1170 U CL 1190 5.2.00i o� >FSQFS0 rl IDENTICALPOINTEXIST,N, FUTURE � _ ,°, GROUND a CLo; FS.fl CL EXIST ,°.GROUND&CL LLIDENTICAL- - POINTCL 1160 SrOi• GRDuub O Di. ` M \ CL 1180 CL 1150 CL1170 PROFILE SCALE: V+ y: =4' 6 7 8 9 10 11 12 13 14 15 /// DE PALMA \ // SOUTHERN O BE ABANDONED (TO ROAD OABANNDONED) ROAD HMAINTENANCE EASEMENT) \ DE PALMA ROAD T 91+32.79 CAMPBELL RANCH ROAD= cy \ (INTERIM) 11+96.53 INDIAN TRUCK TRAIL �rq \ IMPROVEMENTS PER 9y \ SEPERATE PLAN J' 11+6.53 IN TRUCK TRAIL= 9 \ 91+32.79 CAMPBELL RANCH ROAD FXfST R/W ry E%IST GTE VAULT EXIST R/W I �I PRG OSJI PARKIfr "Oi 11 PROTECT IN PLACE \ PER CFD 20DI-01 RAD:Nr PLk%S 11168.6 EP) _ �- 10+92.64 - �- -- I EXIST EP - 7+50.00 EXIST EP �Y !END CONSTRUCTION �20' FSET LEFT 10+45.53 51.00'OFFSET LEFT 22.60'OFFSET LEFT \ 1186.10 EP 11188.24 P 49.10'OFFSET LEFT 6+35.32 --_F___ 1172%iCFFp 1183.88 EP \ y d M TC 1189.17 EP 6 7 2.OY.1 BRG=1161°51'41'E E=1366.68 EXIST CL 1 \ + S 14 '-- 1 _--8-- 9+33.86. -. +11 10+94.84 y 7+00.00 40.00'OFFSET LEFT EXIST EP Q p•pX 11.00'OFFSET LEFTS !- '-3-66.e6 1170.1 2 07.1 ..0%} } 0�88/� i i 117296 FS _ �-1179.5_6 E-P 9 �. _ \ 1186.45 EP. ". 7+00.00 7+50 00 / EXIST EP 11168.3 EP) 19.27 OFFSET RIGHT 17.45'OFFSET RIGHT 9+00.00 PRC - ----�-- _^--- 20 OFFSET RIGHT 1170.55 EP 1172.61 EP - tI` __ _ �- 9+33.86 L 80.36 EP y� 7LEIT END CONSTRIiCTION __- 0+45.53 e EXIST R/W 9.10'OFFSET 11 8.1 =y REALIGNED C/L 1184.69 EP-EXIST R/W PROPOSED R/W TO BE ABANDONEDSOUTHERN CA EDISON ANCE DE PALMA INSTTRUME TOADEN09596)ASMENT CAMPBELL RANCH ROAD ROAD SEE SHEET 11 ' (TO BE ABANDONED) INDIAN TRUCK TRAIL t_l NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE CONSTRUCTION NOTES UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT CENTERLINE DATA O CONSTRUCT PAVEMENT 0.33' AC ON 0-50' AB CLASS 33 HAS BEEN ISSUE[). SCALE:V 40' CAUTION N0. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK 0 SAWCUT AND REMOVE Ex3siiNG PAVEMENT z' FROM EDGE (SEE nETA3 CN SHEET 21 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE q0 0 40 80 120 � 7"58'54" 1900.00' 264.6B' 132.55 v GRIND AND OVERLAY 'MIN 0-1.0' D=_EP/ aT 2t 91%2' W'iDE ISEE -A-IL CN SHEET 2) FDR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABI!-ITY EXACT LOCATION OF EXISTING OF THE WORK HEFI'ON. IN THE EVENT OF DISCREPANC;ES ARISING UNDERGROUND FACILITIES IS 8°56'32" 1900.00' 296.53' 148.57' AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN..CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. ��,m DIG ALERT _ SEAL OESSI CODA OF RIVERSIDE SEAL SI MCKENGIIVT'•'T�• TNGIMVil'I�IVI BENCH MARK: AID 1 ]SHEET NO- ,A9 ° c TRANSPORTATION DEPARTMENT a °�/ STREET OF RIVERSIDE: APPROVED BY: , . t P•ST Eye CSD STREET IMPROVEMENT PLANS �' 12 zz,oa m nre v.zw a.,,,;w i .:I.x SEE SHEET I TRACT NO 29320.CFD 2001-01 •J �.f�l-L. 'a�V No.C033950 �^ 'O '�v Na.C033591 Sy^ � .� 'wC°''a-°'.eie i'°z z�u_'"a"�"''..'. SYCAMORE CREU, R@PORI•: ExPs-30-Ds �/ Exo•s-30-06 PREPARED UNDER THE DIRECTION OF: INDIAN TRUCK TRAIL ! " YOU ON:I DATE BY MARK I APPR. DATE {t E} K.A:. A. OT DATE: {1 Y} 1-800-227-2600 ENGINEER REVISIONS COUNTY `?4r clvll- N;P -��^ �9 clwV �p �{���,�s� 6-19-03 6+35.32 TO 11+96.53 2� SHTS. UNDERGROUND SERVICE ALERT aF CALIP°a ,_5 v--�� �] D� Dov�,1,1FOR ROBERT A. STOCKTON DATE: SCALE: SEE ABOVE FOR: JW-O- FILF NO- ; (allot hast 2 working days prior to excavating. DESIGNED BY:R.C.O.. DRAWN BY:S.S. CHECKED BY:R.A.S. RECOMMENDED BY: BOYLE ENGINEERING DAT R.C.E. NO. C033591 EXP. DATE 6-30-06 H: V: AS SHOWNI 0 G.\E_1199G\[f D_STraeT_Imp\49651r 12.a9n DA`L 2C-Jl1-%003 J.N.:3i% ... ca ;,..,. 1... 17 L=100.001... J+2 Pl:_112024 R 11t3c'0L=56,42' } yN � : '.- IDENTICAL / � OINT IOPOINTAL ✓� : - : - - g P CL�/ o N // ,L=200.00' ..f..m PROPOSED _...t 6ROBND 0 CL / m PROPOSED o m PI 1170,00 0 27+25:0 IDENTICAL - $+" r TC 0',22'LT m: r /' TC Cl 22'LT' - FQ= mo i POINT a / LT 1120 q Q p21• r ✓ v M 1/ PROPOSED :�✓ ooLL /�I: z : / /r Sy" oiz^ m rs" . m if.®2z LT LT 1120 m : - 2.65!• .. PI=1120.00. 5 o m:n, w "EXIST o f _ A✓:: :_m N n / .. ,a :. GROUND R CL 5 g., uro v 5.33 6'_. .. ..o m. W ✓..o oLL. n �... I - i/ ...yam. � N ta o- 3, ,1153.66 1E O o�LL / S.. *�:...` / L=200.00' O om: ,.fes ,_. /..... m J. '.o m o LL:...�o m.LL_o'`ho oo LL..y_. ......:.. .._. PROPOSED ! oo�.. / PROPOSED 5.33 PI=1169.94 a 21+25: OST 0 0 :o o m ��._.... __ o m. FS O CL / 3C a 22 LT O� ..n v'.3. w..o !FSOO000 .. m..,.. p%�I. ,.. ', ',,. :PROPOSED / : oo`�` 07-7• o r'r^n F- L : + c' CL 11ZO .o •- :.. v <`r! S'S' F5 i0 CL PROPOSED 6' PIo S"5" N W AC DIKE + 1yjS CL'. 1120 .-..0 •6 L-100.00'.. 0 0 �. °- �P ROPOS J .. _ Se- ;q,0a_. .._.m,o.+.m..: i. Q_ :. i P ED .Lea :2.00Y, 5 PC=-1120.24 0 435,00'.- c>c> m:N`^: : : .v. 021•' .11 0 C FS 0 CL - =Lti1 _. ..._ ., EXIST m y .:,,GROUND 0 CL / _..C-55;91' • / .DLA-135 m s - t r : - - : zev / "_'v: mi f m : !.. a% .. n,.. _.,J.1 F,4 F� PROPOSED "'".`i 5U21" PROPOSED- RT 1120 0 FC 0 22 R7 n a TC PROPOSED G(IpSS: TC 0 22'RTzz m 4 + _ RT 1120 + . PROPOSED - r PROFILE SCALE: ns1eD HORIT 1'40' e zz.33' IE VERT:1'_4' 10 11 12 13 14 15 16 18 19 20 21 10'CF FUTURE 20'DRAINAGE EASE 10+00.00 MAYHEW C = 17 �FU GREEN PERRIV CO IN-TRACTANS FINALE MAPS SCALE:1'=40' m >Q 28+20.11 CAMPBELL RANCH ROAD EVER SD FACILITIES OUTSIDE OF m� ., 0 0 R/W TO BE MAINTAINED BY •Qo 28+85.13 ECR 71111 17+,0.67 MAYHEW CANYON ROAD= �-OO III OWNER UNTIL DEDICATED 40 8 120 18.3 C 32+07.41 STREET'G' I• { 4 0 10+74.50 16+94.26 ECR I ._-�----�� I 17+87.09 BCR - - PROPOSED QQ CAMPBELL RANCH ROAD 1118.63 TC xw 1148.31 TC �" �\ 1152.97 TC R/W! 3,,4 �� BEGIN 'AC DIK 19-5.17 CL C a ° 13+99,16 MAYHEW CANYON ROAD- SEE SHEET 5 118.08 FL �z� )+D OD BASIN STREET W 19',V=4.17' 0100-2.7 CFS - 100'TRANSITION �°5C T 4• e 19II 4 oi.. _.®__.. oo ---------------------------------------------------- 's ._ __.-... OT .17 4 5 18 6 +� mom 'PROPOSED .3 .. ., pA016+2p 4 _ 20 O � 111 1117.24 2 3- - n 1.. 5. _ !/ m \0\...�P 11 PROPOSED ^� ry = •86 Nh N z q 5 8C 14+19.23 15 m Na I - 1 - - 2 PARKWAY / ma 111111@.59�E L N 35' PARKWAY m N 13+49,16 BCR / m PROPOSED R/W _ �� 1 PROPOSED mti 1130.99 TC a PROPOSED 18'SO �•` _ u w PROPOSED 24'S0 PROPOSED 30'SD w *m R/W o,h mo ��PER SEPARATE PLANS PER SEPARATE PLANS PER SEPARATE PLANS ! U \\ ev 100'TRANSITION •-'^ - 1Om / `-TO BE ABANDONED :m PACIFIC TELEPHONE CONSTRUCTION NOTES �. - - MAYHEW CANYON ROADTELEGRAPH Q CGNSTRUCT CURB AND GUTTER PER RIV CO STD 200 TYPE A-6 I ...,..�+o^ _..... ..20:1 __.... __.._. ....... _...._ ..-..__.___ _._.._._ { __.._.-. .. IN BOOK 9 8A PAGE 205E BASIN ACCESS ROAD ��� RECORDED v19/24 (PRIVATE ROAD MAINTAINED O CONSTRUCT CROSS GUTTER AND SPANDREL PER R'V CO STD 209 BY OWNER UNTIL DEDICATED) CONTAINED IN 50 BLANKET CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 CENTERLINE DATA EASEMENT TO BE CURB DATA O MAINTAINED BY COUNTY OF a CONSTRUCT CURB RAMP PER RIV CO STD 403 CASE A NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK RIVERSIDE CSA 152 NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK CAMPBELL RANCH ROAD (�1 N 5°41'14"E 399.16' ❑1 92°21'24" 35.00' 56.42' 36.47' RETURN 0 CONSTRUCT PAVEMENT 0,33' AC ON 0.50' A8 CLASS I1 SEE SHEET 5 � N 5°41'13"E 20.07' ❑ N 5°41'14"E 33.50' INSTALL STREET NAME SIGN PER RIV CO STD 816 19°10'46" 600.00' 200.85' 101.37' ❑3 N 8°32'58°E 100.12' Q CONSTRUCT 6"AC DIKE PER RIV CD 57D 212 CURB DATA NOTE- O 11°30'58" 600.00' 120.60' 60.50' ❑4 N 5°41'14"E 211.23' 71 CONSTRUCT 6"TYPE D CURB PER P1:'CC STD 204 (SEE DETAIL O 31°14'41" 600.00' 327.19' 167,77' N0. DELTA OR BRG, RADIUS LENGTH TANGENT REMARK ❑s 19.10'46" 578.00' 193.48' 97.65' ON SHT 2) WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT � N 29°16'06"E 32.14' 12 N 2°49'29"E 700.12' © 7°05'02" 622.00' 76.90' 38.50' HAS BEEN ISSUED. 13 N 5°41'14"E 141.16' ❑ 8'51'52" 622.00' 96.23' 48.21' AC DIKE /AL iL� CAUTION= 14 16°31'41" 622.00' 179.43' 90.34' 0 26'48'45" 622.00' 291.07' 148.25' AS-BUILT P t?Ii THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING 15 11°30'58 578.00' 116.17' 58.28' ❑9 N 29°16'06"E 32.74' - _ OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS 16 31°14'41" 578.00' 315.20' 161.62' 10 97°31'58" 35.00' 55.91' 35.95' RETURN AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ❑ ❑ - ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO 17 N 29°16'06"E 32.14' 11 N 5°47'14"E 34.39' QC7iDe SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. eiON;TFBE. �V DIG ALERT SEAL SEAL SHEET N0. COUNTY OF RIVERBIDE BENCH MARK: COUNTY OF RIVERSIDElU Fµ0FE5S/0.n„ TRANSPORTATION DEPARTMENTF�QEsS' RICK ENGINEERING COMPANY CFD STREET IMPROVEMENT PLANS 13 APPROVED BY- t A.sro y a 5 TRACT NO 29320.CFD 2001-01 °y��` zza um.rsnrn..,sm.zan•m.,,va,:cl ez.m.3a:nlanlzazn;nzenx l°�onnzuna,_,,.,:a,°x,.,d SEE SHEET I E GAL). Np.C033950 Na.C033591 m SYCAMORE CREAK BEFORE 7.804 L17 AS OUAT S/DEWgLK 7 Ls/oS Exp.6-3o-06 7/"#/#_T Exp.6-30-06 (PREPARED UNDER THE DIRECTION OF- MAYHEW CANYON ROAD YOU OIG' DATE BY MARK APPR. DATE lY };} K ED A. MA DATE- {a E} 1-800-227-2600 ENGINEER REVISIONS _ COUNTY `Oq C(V1V �p y�"> J?4 c'm �p ���� --� to-19•o3 10+00,00 TO 21+00,00 Of 20 SHTS UNDERGROUND SERVICE ALERT CALIF°Py��_ 7/7/13 �o CALIF°� ROBERT A. STOCKTON DATE: SCALE: SEE ABOVE FOR: W.O, FILE N0.G1? T @ C011gt least 2 work,.,days P,,or to excavating. DESIGNED BY:R.C.O. DRAWN BY:S.S. CHECKED DY:R.A.S. RECOMMENDED BY- BOYLE ENGINEERING DAT- R.C.E. N0. C033591 EXP. DATE 6-30-06 H: V: p GA&13496\CFD-St...t_Imp\496str13Agn GATE: 20-JUN-2003 J.N.13496 €zlsT � T 146:6 TG � s � PROPOSEO TO 0 22'17 49'f, PGE�FCfAu, / N N"' P947tl1` o r PROPQI ED 45si. ✓ wcl N; TC 0 22'LT _ 5'I w r' LT 1170 -- LT 1180 T Cn L'200.00' 'LL EXIST Gv 04 qy,d P=117J,00 a d 1+25 00 w [/ 60r,AM"R a CL ——__._. I_ /_/ w w aPi F5Qa0CL0 r u-- `M1 — 444 —__ -- .g-- '—in o w +rI Q o o s z•a�A E F6 a EL LXj,LU CL 1170 CL 1180 x LLL L zGo,Ga Q w PROPOSED I m o tt l� c" I o a ,�TG Et 229 R7 - + Trp 2ae'A oA l� ^� N�! 'C o Z2'PROPOSED o�m RT S= RT:1170 RT 1180 io P= PROFILE SCALE: VLR :1'=4' 21 22 23 24 25 26 27 28 29 CURB DATA SCALE:r=40' N0. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK A_ LJ N 29'16'06'E 47-0" -ry9� 40 @ 40 BO 120 0 67'07'28' 578.00 677.15' 383.47' �y F31 N 29-16'06'E 9T-07' [4 67'07'28' 622.00' 728.70' 412-67' _ I CENTERLINE DATA N N0. DELTA OR BRG. RADIUS LENGTH I TANGENT REMARK20'j C N 29°16'06"E 97.07 v ! ti 67°07'28" 600.00' 702-43' 39H.CT �� `O EASEMENT LPER FFNAL MAP 3 2C 27•g20�\` - __ __-.___ - - .- R OPOSf77 / ZT j'/ 16 CONSTRUCTION RUCTION NOTES TENDED i4 � CONSTP C_ Cora AND GUT7 PER lv -0 STD 200 TYPE A-6 PARKWAY PER R.L CO SID 404 PARKWAY -- � _ {�) L ST31UC'P.AYE6!J:C`_7-' ?C CN 0-;•. An C_ASS :: NOTE: PER SEPARATE PLANS FUTURE 42'SD WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMME14CE `BLANKET SD EASEMENT -- I - --- - PROPOSED UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT TO BE MAINTAINED BY i. R!W HAS BEEN ISSUED. COUNTY OF RIVERSIDE CAUTION CSA 152 PROPOSED 20 WIDE SO _ THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE fi i`1 EASEMENT TO BE MAINTAINED - r - FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING BY COUNTY OF RIVERSIDE CSA 152 OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE MAYHEW CANYON ROAD ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE LINKNONIN.CONTRACTOR TO SOLUTION rA(ND�REV ISI�NG�jTHE PLANS FOR APPROVAL BY THE COUNTY. .VERIFY IN FIELD. DIG ALERT SEAL SEAL - _ COO TY OF RIVERSIDE I tEN`II MIRK: ECONTY OF RIVERSIDE SHEET N0. ��s'� 'fRAN$PORTATION DEPARTMENT -�%vs'� RICK EtVGIi'VL:EIUNG COMIAnTI A.ar A.sr Ei CFD STREET OF PLANS 14 4�pv�'q y��G c APPROVED RYA _ TRACT NO 29320,CFD_2001-01 L.M.I. No.C03395i>0 p ate' No_C03359tl� 5�^ - •t•°.u.. e.�v� av uu'ractt s ervrsn_�a =.a.o<u. =ff SHE£' SYCAMORE CREEK BEFORE 79 4 cz 4. IAS BUILT 3/OENL4LKK 1 7'�!? OS Exp.6-30-06 71�� A-3 Exp-6-30-06 e vov Di0! GATE BY MARK APPR. DATE {s i} KHA OT DA7E� _PREEPPP Ell UNDER THE D6RECFtl0A0 OF= 1.AMPBE'L'L RANCH ROAD UNDERGROUND SERVICE ALERT ENGINEER REVISIONS COUNTY OqC LFOv p71711� �4$a[vl�OP,• ROBERT A TS A. DATE:�19-03 21+00,00 TO 29+00.00 OF 20 stirs DESIGNED BY:R.C.O. DRAWN BY:S.S. CHECKED BY:R.A,S. UDF SOAL., SEE ABCUf *OR= 16.0. FILE N0. ` Callat[east 2 working days prior to excavating- RECOMMENDED BY. BOYLE ENGINEERING D E+ R.C.E.R.C.€. NO.�I`�� GAd-13496%CFD_Strae t-Imp\496s+rlkdgn GATE: 20-J'JN 2003 J.N.I3496 +m m PROPOSED v, "'2 oo PROPOSED TC 0 22'LT +�N IDENTICAL IDENTICAL o a.N POINT. TC'.0 PROPOSED SED my..i!5.2.48% 221 L1 POINT a,/�PRUPOSED 5' R" •,,,�" uoi + 1n '�5: AC DIKE m LT 1190 /� a .2 q6. w s>2.aa°i. LT 1210 16 >' Q .. ND O LL 'm O Woo N /� F PROPOSED PROPOSED FS 0 CL FS a CIL 0 v PROPOSED m F- m f aD LU11J N \ a nr FS Q CL w N., LU LLJ CL, 1190 J Lu / IF- 9 +� GROUND O CL o f m EXISTw LJ `\ 1 i m m _ — ----- -- w \\\ s<z.Asx CL 1210 t o m 1PROPOSED0 ' 4 _ \ TC 22'RT .S,,t5 91. \ YPROPOSED PROPOSED 4� TC 0 221R7 ,,....,- \ / 11 ! q r F o 11 TC 0 22'RT RT 11905_2.Aef.1 RT 1210 EXIST !. 1. GROUND 0 CL— / \ EXIST GROUND 0 CL--•11 ! 1 / 1 \\\\ PROFILE SCALE: HORIZ: 1'=40' VERT:1"=4' 29 30 31 32 33 34 35 36 37 38 — CURB DATA _ CENTERLINE DATA NN0. DELTA OR BHG. RADIUS LENGTH TANGENT REMARK T N0. DELTA OR BRG. RALllUS LENGTH TANGENT REMARK 1 np p3'Qi' S18.Do, 904.07 210.66 1 40 03101 500.00' 419.41' 218.68' 2 N 77'5 W 89.62 �2�_ N 71 4 2_7_W 139.62'7- N 77 5A'23 W 100 00 AC pIKE� \•;/ Nil 54 23" W 175.59- 4 N 77'54'23"W 125.59' �)-_•� 1p 14 38"T 925.00' 165.38, 82.91' LTJx t'v�" °'\ .; iQ 1n aB 9A7 pp 169 31 84 t _- �— - �'� 6 40,03,01" 622 00' 431 7N 226 70' - ' ' 4�? .Ar q,r•.` '^•..,, 8 N 77"54'2i' Wim._-.- ..-.- 175.59 _,�......_.�..... .. AG�<u `� a 10"1A'As 9oa,pp' 161,n4 60.94 SCALE:1'=40' 40 0 40 60 120 (FUTURE) REDBUD n I u 20'SIDEWALK �'e WAY ca l:A'BMPNT PFR � I� �r°`x ^III IIR A7'.ip FINAL MAP-- 8, i q,(N is PI',II PAHhII PI AN' .'�''�*.��`'"°o,..� '�`.'^•,�r °^.'."""'<, .PRppOS€-D xSA .. �"""�•'`^- y. I °,^®.� ` 1,/ '•``- � " "'�,+.. 4� f°sem � !4� 1 R/w •'"�"„'^^,. i ��"..� ._ c� St0C1$TRUCTION NOTES CONSIPUCI CURB 1:XISI INt, •.,... ' •�? •`•�.• 2,. '�.a�,�«,.«,,,.. p , a"o' a'•.:. .... „ y ��..,. MO r vPl' A-6 ff, I.AA,MLNI �"®.,� ,- ,. ......3F,..,n. ���.....,.a.m..._... 34.a•..a.F..-..._._..�..._..,. .a,....�..�3p-..�..-..-...m.. l'�J. --_.,-36 f "I 'i ,.._ ••.. + C0N51'RUCI'MEANUERII NGIISIGEWAIK I�ER RIV�CO STI'1 474 t) CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AS CLASS II PRppp€QLD R/w-• �`'�"`" �, � t�, ..._._' W CONSTRUCT 6" AC DIKL PER PIV CC STD 212 ,.� r� ""'®^-••.�..., n Z fn CONSTRUCT C�UR9 RAM,N�P6R R`L!CO.S�6 I ROI OiED 40,WIDI y W rWMENr IU UI MAINIAINEU W BY COIJNIY OI RIVERSIDL CSA 1!12 PROPOSED N .,,......Y............... ...�....�....�........�...r.�.� Nn1 v� UNRIKLCANTENCROAG41MFN7J THESE PLANS I•CRAODINCOMMENCE PERAIC7 '1�a i'' '' �#•°�ArL- HA; BEEN ISSUED. LL .-...~-.-IL _..,-CA r LOCATION of Ex1s7iNG MAYN�W CANYON ROAD _7,Ec�`t)INCL"T.._F/l ,r1.N• ,!HL PFIIVATE ENW NFEft SIGNING THFiSE PI AMS IS RE SPONSIBLt OR ASSUNING III E ACCURA(Y 0 Id'OLf IGN AND ACCEI FABILlrY y,_,-G•..'�.-�°S OF THE WORN HEREON. IN -HE EVENT UG UISCHTPANCILS ANISING APTF:II COUNTY APPROVAL ON DURING CONSIIUCTION, THE PRIVATE UNDERGROUND FACILITIES IS aIONATUHE_. �- '• ENGINEER SHALL BE RESPONSILLL FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I VERIFY IN FIELD. .-..--___._.__. COUNTY OF RIVERSIDE - SS1"bbT�" SHEET No. r 5Edl SEAL RICK ENGINEERING COMPANY' BENGH MARKT COUNTY OFFIVERSIDE I' j, _ FESS'!- TRANSPORTATION DEPARTMENT OpWOFE56" CFD STREET IMPROVEMENT PLANS 15 .._.r..._.-,__ m -- i A•o'YkAi+ APPROVED BY, A.src �.,\;��<��."�� „°;;:,;'��, �w:'��• �l�l;�;��� �uu�;, SEESHEEr I TRACT NOCAM320,CFD CREEK001-01 't AI I No.CO33950 No.0033o61 1 J BP:I+ORI. 7-Hf14 DI A5 9U/GTS/OEGIALK / //IfoS Exp.6.30-06 7//4 E.P.6-30-06 9; Y01' DIG, DATE BY MARK _ APPS. GATE {s i} K ED A. MA DATE: y} ,P,R�E�P+RED UNDER THE DIRECTION OF. MAYHEW CANYON ROAD N, 1-800-227-2600 ANEER REVISIONS y/ COUNTY `f7 Civf� o- --'""' a} clvi� \a .l�C�,f,�L _'"' _ b-Iq•o3 _ 29+00.00 TO 38+00.00 OF_220 5HT5 i,1,NUlilt(INOUNU 1F.RVI'i;U: AI.I?R'I' �� ''�u aqu4°P� � "� 7 7 d3 4�oF CA?KOPa ROBERT A. STOCKTON DATE, SCALE. SLE ABOVE FOR: W.O. FILE NO. I rallat bast 2loasf 2 worms Ing days prlodays DrIv to axcavating. DESIGNED BY:R.C.O. DRAWN Y:S.S. CHECKED BY:R.A.S. RECOMMENDED BY: BOYLE ENGINEERING DATE R.C.E. NO. C033591 EXP. DATE 6-30-,06_ IL__ V. � ��/�J O Gi'.,I'3A96\Cf0.9 fraot-Imp\496Bir IS.agn DATE: 19-JUN-2003 J.N.13496 o or v ti i v N / .. .._ .. \ 6 w r PROPOSED 0 o � TG a 22'L CS cS LT 1220 : GROUND e CL� /r' m o PROPOSED F q TC&22'L7 \ w LT 1230 N, N TN i m �.r f ACODIEED ¢a $.33' .n 6' SoPROPOSED 6' _. ,... \l.d+xy..N / of .. 1.gF o FSO&OCL . AC PIKE o \ 7 $ O. 1 : O 5,2.48/•. / ..... � ,_ ti O L , ; / ...` o a. ..PROPOSED I o o 5,y.48A O'er GL 1220 Co3w Fs®cL 0 0 o n '" EXIST w;Il} CL'1230 =. n oo :.� ,-,. .._ \ / GROUND 0 C-fix I;z °+' ,_wog n s,y ABL. n o \\ / \ III J-w' m ILLJ UN I r . Q o ZZ IDENTICAL ^� _ :.o .. o m .POINT PROPOSED TC.D 22 RT \ m RT 1220 r PROPOSED 5= o c 1'C 6 22'R7 v \\ / RT 1230 V PROFILE SCALE: HORIZ: 1'=40' VERT:1'=4' 38 39 40 41 42 43 44 45 46 47 CENTERLINE DATA CURB DATA NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK INF�O. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK O1 8'02'15" 925,00' 129.76' 64.99' 1 5°05'20' 947.00' 84.11' 42.08' _ OZ 37'33'57" 925.00' 606.47' 314.59' ❑2 5'53'50' 947.00' 97.47' 48.78' AC DIKE j0 5'12'08" 925.00' 83.99' 42.02' 31°40'07' 947.00' 523.43' 268.59' �FGTURE� 4 N 16'51'25"W 79.78' 4 5.53'50' 947.00' 97.47' 48.78' AC DIKE EVERGREEN 39+77.36 BCR 5'73' 947.00' 37.25' 18.63' �OQP 1215.89 TC © N 16'51'25'W 79.78' END 6'AC DIKE 11 I �7 50°48'21' 903.00' 800.71' 428.83' .1 1213.53 TC 1 ��V PROPOSED _ .. _ _ R/W I 20'SIDEWALK 8 N 16'51'25'W 79.78' FNAL MAPEASEMENT PER BEGIN 6'AC OIN PROPOSED '� T�- --^•- - 42 i_.^� �,, ,4.` 1228.57 rc rU CONSTRUCTION NOTES R/W '^•" � �1 4• JC ....- � -� .� /`-- I 3 -„_,_, 0 CONSTRUCT CURB AND CUTTER PER RIV CO STD 200 TYPE A-6 .�-•�„/�`--�•`°_' 41 O 12288.63 ECl?-,- FU � f- EG 1 ® EGIN G'AC DIKE TFSO RFj i CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD404 143 �`� - / (0(pT4 O CONSTRUCT PAVEMENT 0.33'AC ON 0.50'AS CLASS 11 CONSTRUCT 6 AC DIKE PER RIV CO STO 212 _ 45.83.84 8CA O C E ��'� u! - rte..--��"- '-1-•--_ 1230.9 ®OON9TRf/CT CURS RAMP PER RIV CO STV.403 CASEA ' T\ `_,_-, �/� `-`, / ENO 6'AC DIKE `PROP05[D � I �-'�- �� �•- � 7 " /// 45+94.25 CL CB R/W 1 '' `\\\ 230.35-FC- d TO ABANDONED RIC II ] 4�•,.<.. �I 1 V=14.0' (P\tJ\ qS 0100=4.7 CFS ''A + ," j" yI�-- POWER CO,EASE IN BOOK 1463, q PROPOSED y p PAGES 356,341,345,AND 349 q ® R/W S\0 RECORDED 4/20/534. --- ---^ \ MAYHEW CANYON ROAD \\ Cgs?�nm'�\nn +w Q o� w NQTJ;.S 45+36.23 MAYHEW CANYON ROAD= `o WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE + UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT FUTURE 18'SD HAS BEEN ISSUED. PER SEPARATE PLANS >Y L�I� L T P CAUTION= � 6rEc THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE �V f.O� vu �� FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING 1,NA1guE, LL OF THE WORK HEREON. IM THE EVENT OF DISCREPANCIES ARISING Q SCALE:1'=40' AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE UNDERGROUND FACILITIES IS ENGINEER SHALL RE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO q0 0 40 80 120 SOLUTION AND REVISING THE PLANS FOR APPROVAL, BY THF COUNTY. VERIFY IN FIELD. _ DIG ALERT SEAL COUNTY OF RIVERe11DE SEAL BENCH MARK: SHEET NO. -- VµQFESSIpN, TRANSPORTATION DEPARTMENT eµoFE961oyV RICK ENGINEERING COMPANY COUNTY OF RIVERSIDE APPROVED EYx A.sr �c� CFD STREET IMPROVEMENT PLANS 16 " y °G� nl,p, NI w TRACT NO 29320.CFD 2001-01 CALL No.0033950 n,ro"irnwtiexa•xL,Rda\.wmiux•1.xpxxovm•rnxl. xnz ..,rak SEE SHEET 1 V(/ . ¢ / No.C03359I SYCAMORE CREEK BEFORE 7-8 aMARK A9 3UlLT SIDEWALK u 1 /? u� Exp.6-30-06 %V V Exp•6-30-Ofi YOU DIG DATE -� APPR. DATE -03 Y} KH�A. OT A DATE: PREPARED UNDER THE DIRECTION OF. MAYHEW CANYON ROAD GF 20 stirs ' UNllIRGROUND 1 RVI(:C ALERT ENGINEER REVISIONS COUNTY ?4Feelcp e6P�P _ -� 7 7 d� s44 clvl o�p RDBEV RsrOCK DaTE9 03 38+00.00 TO 17+00.00 DESIGNED BY:R.C.O. DRAWN B'!:S.S. CHECKED BY:R.A.S. RECOMMENDED BY: BOYLE ENGINEERING DA OF Calle SCALE: SEE ABOVE FOR: W.0. FILE NO.Q7� a o Callat least 2 Working day s prior to eacavating. `/J J R.C.E. N0. C03359L_ EXP. DATE 6-30-06 He V: G,\d..13496\CFo.6treet-Imp\49Ge,16.dgn HATE: 19-JNN-2003 J.N.13496 ^nl 3 00 P 4 - 53+50 L QO Pr ^ � O� m. N m v 2K.o~ r --...EXIST °1 No- ._. �J Y \�\ GROUND.9 CL... oro EXIST ,n^'.._a" ::... :P. ...;_. ....:..._;.PROPOSED 6'� !. :...-= —.._. L 40000' ... PROPOSED 6• GROU D.Q CL—.,J.... t..... _. �''9 + �AC;DIKE �.'.- PI 12$O:UO ei 53}50.00 .. AC DIKE 6 vi 1 ! ...m m.._vN '.._ ...._ _..i ;\ .n :ou.o a(^+.M v>o :.o';v,..oly. r- oo..•.o ki PROPOSED a _ 494. .: i> o LL o u. m 2 d.Q` „� n TC&22 LT S' ....p a o: rl a + o +, fr\ v..H, P:.!{). V 'NN ',e TC&'22'17,. ... , PROPOSED ,.... .a. _ v > p - �W �;,.."•W FS.:.4 GL 400.0 �/ b..�.bm... \os/ x.00 Mo W- ai o`m P 1249.94 7 53+5000 EXIST \ ©� I ,0 1n. v�.N. _.m.rv..m m .J1 ,. .. a,, 8. r-'rmn,rt'- '.,.I. GROUND O:CL \, + .. H / o W. No do v N Y : u u o v o�' o N w °,\ �.. \ (� r- R M m N +N t,h Lr)w RT 1231'); m - LLJ RT 1230', d•�- I o�°, Q,o N S 2,g6Y. von v ao m + vo N LL,m c,INn 'v..�. ~o'-' \ ,Y N �� Li ANN ; w. l ! _.'n ': l w N �.'' m :+i4 °'1- 'PROPOSED. J uj LJ 1n : ',.,; zu FS's CL li! LLJ o ...!.PROPOSED,. _ w t":'O^ N L,..; f !q'H :o`N TG:®22'RT °4A _ c4 / s.2.aer, 1- :,. N w 4 ._�'m ^ Ga o n s'``506• m W N N ., :. 25 I ^ Nil N ,\t CROSS.GUTTERRFLUWao. CL 1230, a N° °f" s xaa'4 alNe CL 1230 14 �.2A9G P $ - — Fp4UF�4OW,Y.INE sob' PROFILE SCALE: CROSs'pptt6R HORIZ: 1'_40, LT 1230 VERT:1'=4' — LT 1230 47 48 49 50 51 52 53 54 55 56 57 CENTERLINE DATA T__ CURB DATA N0, DELTA DR BRG.� RADIUS LENGTH m TANGENT---REMARK_ N0. _DELTA DR BRG, RADIUS _ LENGTH TANGENT --REMARK 1 N 16°51'25" W 174.43' 1 N 16'5125 W _ 193.G6 _ - py 2 N 16°51'25" W 19 23' �2 TG'S9�B TA.OQ' 176.77 45976 1 _ GOO.("3 23"30'19" GOO 00 246-15' 124,63 - 3 N 16 51 25 W 174 43 (4 ...- 20"41'37" _ 6x0,00' -?16 f0 09.54 AA N 1f a1?5 W 69?3 4C DIKE _-^ -�.'—'� 'mm 1 7 43 34 672 OQ 29.59 14 BO AF'OIKF 14"13'19" 600.00' 148 D3 74,85 5 'PROPOSED - -'---_-- - ------. 1B°30'45" 600.00' 180.66'QA C 3f 021(' 67P 00 391 A2 702 3 ~� 1 ?9'60'54' GL1.,O0 524.7C_ 1ff.11' RDAD �, SCALP.:1•=40' 7RET TO BE Of ABANDONED n�f 40 0 40 80 120 \+� SOLI BERN SIERRAS PROPOSE 'r• `*, \ POWER CO.EASEMENT R/W `rl IN BOOK 461 PAGE 347 AND \f` (� BOOK 433,PAGE AGE 294 $; e i �(�J,/N11 PROPOSED R/W '-- N � RECORDED 5/17/17 ��PI-p9�ry MAYHEW CANYON ROAD '�°•o PIR �L7f'fiATC''RAN •• X/u f , �, O 20'SIDEWAI K ® 1 EASEMENT PER BEGIN VAC DIKE I ^ ", /n,� FIN 1' eQ.S' rX b0'i: .065 i�AA6 A'i22. K / CONSTRUCTION NOTES „ C4,yn'r�� .-- 9+ - f ,.._.._ - �✓ 1 0 CONSTRUCT CURB AND GUTTER PEN HIV CU STD 200 TYPE A-6 <)CONSTRUCT MEANDERING SIDEWALK PER RIV CD 57D 404 s L1 END 6'D%E -- - "'�"�• �---' .��' RUC T N 0.50 CL ASS II �1' Q � CONST T PAVEMEN 0 33' AC 0 AS 4p PROPOSED'20'WIDE SD "�' - - -'- "- 5�-✓' 0 CONSTRUCT 6"AC DIKE PER RIV CO STD 212 EASEMENTTO HE MAINTAINED BY COUNTY OF RIVERSIDE � �-- \R •� --fir' CSA 152 51 _....._.,, o _ -PROPOSED R/W OT 1 .....G� _ WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE --_--... -.___..._.,. -�r - UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT -'PROPOSED 18'SD HAS BEEN ISSUED. PER SEPARATE PLANS CAUTION= 40'EXTENDED - 1 "\ PROPOSED.20'WIIIE SO EASE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE - - PARKWAY / -�-TO.BE&MAINTAINED BY COUNTY 1 FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY EXACT LOCATION OF EXISTING f ACCESS ROAD A I ....--OE RIVERSIDE CSA 152 A I-P u I L1 IP I.A N OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS (PRIVATE ROAD) I 11 AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, "rHE PRIVATE -...... FUTURE 20'ACCESS FASFMENT TO LEE LAKE CORRECTIONS NOT ,_A ('eg ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO WATER DISTRICT.PRIVATE ROAD MAINTAINED SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. VERIFY IN FIELD. BY OWNER UNTIL DEDICATED RIONATURE: G\ DIG ALERT SEAL COUNTY OF RIVERSIDE SEAL RICK ENGINnmNG CQMPANY BENCH MARK, COUNTYallZqsHEEi N0. — 9 �E5s' TRANSPORTATION DEPARTMENT p0FE55,0- 1V li COUNTY OF RIVERSIDE A.OryL�c PPROYED BY, �44aO N.srrA CFD STREET IMPROVEMENT PLANS 17 — -- D1 „ m 11. 11.,1,, r:':I, TRACT NO 2!3320,CFD 2001-01 --- f�Au. _ � No.0033950 1p^ � .0033591��(p^ ,==,I l.mll,A. ,1=,116,.11. \ „I�.,"I,.:.:,I;.I�xI I „,I.k w. SEE SHEET I SYCAMORE CREEK , BEFORE 7/tl! 117 S -I i3 or Exp.6-30-06 /a Exp.6-30-06 E, 900 DICT DATE DY MARK HA A. 0TH N DATE, PREPARED UNDER THE DIRECTION OF. MAYHEW CANYON ROAD APPR. DATE {S S,S D {S x / OF 20,SHTS UNDERGROUND ZSERVICE( ALERT ENGINEER — REVISIONS COUNTY S4IcnUFD��p �`-1 � O3— �rsrI 01p1`OQ\p J T�"STOCK70NN DATE, 03 47+00.00 TO 57+00.00 DESIGNED BY:R.C.O. DRAWN BY:S.S. CHECKED BY:R.A.S. �V-�-- _ I�� a`CpUF SCALE. SEE ABOVE FOR: W.O. FILE NO. Calla(least 2 working days prior to excavating. RECOMMENDED BY, BOYLE ENGINEERING DATLO, f T /J R.C.E. NO. C033591 EXP. GATE fi-30-06 H. _ V,_ _ p 0,\11-13496\CFO-Street-fmp\496etrl7.do DATE 19-JUN-2003 J.N.13496 (` EXIST w N oo 'j x GROUND P CL / PI=1214.5 -._. _. PROPOSED +^ o •.o .�u4 60x50.00 oPROPOSED i' PROPOSED o �6• TC&22L AC Di o. - u AC DIKE L=250.00' - LT 1230 0 M _� q a 7+1.9 LT �P ,t, o r o. A a 67+15.00 1 uc o r N PROPOSED.F b TC a 22'ia �m PRC')SED - m 170 TC P 22'LT. n qvt �E�XIST L: 1214.60 Q o o w 0 60+50.00 s;•6 FSOPOCL w 8C� + GROUND P CL In $0 m +m n o u F "x o w j L=250.00' W r e" P1=115.00 =Ld CL 1230 .. w c4S„ v 67+15.0CL 1170 0 Z N O a', UJI6.,o ... PROPOSED D �W PROPOSED o FS R CL a ut N d .. to 'FS P vL=300,00' q o'.vi S TC POSED SE'RT 3's96/ Pl=1 14.54' 4 e�1 $P. H72 o rx"',P 60+50,00 :-•96l N 0 FFgga +�p� `iO6yri `': o u oo M. PI=1154.94 +� g a9 RT 1170 PROPOSED + IDPOlNTAt. + TC Q 2Z R'1 ^PROP om m �4*,v IDENTICAL _ m OGS 22'R 9;"N roi o M - x'+fitti't' IDENTICAL e-FT�7d9A- `x ,S>. + : u+q POINT PROFILE SCALE: lir HCRIz: 1--40' VERT:1-4' 97 96 59 60 a ' r'J 63 °96, 66 61 _ 64 gag 62 CENTERLINE DATA CURB DATA . �r z6' 72.69' d NO DELTA OR BRG RADIUS LENGTH TANGENT REMARK N0. DELTA ofl BRG. RADIUS LENGTH TANGENT REMARK 'fg7r*+, �+, 1 - 600.00 72 69 36,39' ❑1 17'09'40' 578.00' 173.12' 87.21' r b RIOi'va.+k.Rx 44 NA P R9�VYd 600.00 107 02 .53,65' ❑2 N 68'58'58'E 45.59' ' 1 e s•Y d�S N 68-B81581,E 94.46' N 68'58'58'E 65.12' AC DIKE p Y � n 1 60 RB E 16.25' 4 3'3719' 578,00' 36,54' 18.28' AC DIKE nF �"1p°,. 'GN' P B •* "a ro 6� `'z •r�'° ,�� (,y�,t F9 A4 11 _ 600 00 3Of 97 1 a7 46 5 25'47'12' 578.00' 260.14' 132.31' ,.. aP'lo u14M < .�„ "" "P k ,!° (f) �N 31 3, 4'?7""F -301 62'� 6 N 39'34'27'E 301.62' 62200 t. .R•, t �""y' ?. 7 29'54'r.4' 324.76' 166.17' A!1�i j T (r x, x, x 8 _8'51'52' 622.00' 1 96.23' 1 48.21' AC DIKE 0'47 14' 622.00' 1 6283' 1 31.44' }. bJ1y4M1 xf(q$Y5,[41 ti,J d`,• s P` _-_ t qr fn r1„MAvr h S IAD I F ; : �. ' tT KCNP [ dFIIGlf +: 11o.71'o N ce 51'56 E NI : 163.23' � 2 _622.00 . KOTASL F N 39'34'27'E 301.62' MAYHEW CANYON ROAD E"1" aed alnnb rncnn"tl� °�, TO BE ABANDONED -, a. b`r' 20°INWAIK SCALE:1'=40' d ASMPNT PER IROAD,PIPE EASE PER 207 INAI MAP INSTRUMENT N0.92078 a 1M R" •'"''•"'w.,, r � pL,1ED 12-2?-60 0 40 0 40 80 120 ax,l it 4d4All�l!4 Fal,I �t n" a � '•»,,,,,w �,�. i p1lyltoH N91 aIF1 _\� Up IP OD t dN tA't 3ft,N1 '""'' ••....... W rrA dll ,�.. CONSTRUCTION NOTES AN(d B1Sr,*k 4�Ir Y^A4d �"i4 _ , "•,^:.., I t 7_71 f@li UF7+IY dx r1®18q yD f a ^-_... 7G' - VU 0 CONSTRUCT CURB AND GUTTER PER RIV CO STD 20C TYPE A-6 , �^ -- - ---'- 6 ---- --- Z O CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 .w +Ed1`tX t@P4'11 "`*.�_ �� In >, m APCKWAY %i 4 .3 �"'�� / 65 ti J W O CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AB CLASS 11 _ LLJ .,"3.^ •ywro ^__ �_.... __ -. ..__.----.. .. -_.--- t2 --- -_------ "' ¢ ®GONSi R11CT LURK RAAY ffR Rlv GO STD dD3 G fA A*"A 910k 94AN°,14k4 t0f YtAlMt'NfJ .",.- 11111 Arco Yaci 4zaAl Autry M" A'LdiM P AhSVOW 4 rF1AP)YF9di f+FWMit ,. PRtIP7 LD ,A` hrl� #rk `' PCR ISLHRATEPLANS , • 40'EXTENDED i tY.Po0P4 apyr.4'k6dN �✓x911Hk iu1 9 4'1 AW6 6 d14 NY "• ......., PARKWAY q� N ^+�xA a e�{ 4+t A l i'i Warr ext ,a„t9 440 A La WAPsn I tv 1 _. P r i l l T + ly Ma4AA FwPY ma udy 1+ (.17P Ns ;4 tY42,9dd,1 ANt.1F'd Alp@ti1N41 LMAU'€ L(9,AlA1iC1N F1f' (`dC 1'1N0;; SD MAINTAIN EASEMENT (0 �'� PLAN nt osA atxQJd4gw d3^t"A3C;xv°Aa9 .fid.OPS"4SI .1Mi4 fll."£d0@79J, "VtE 8+N 4VA1F RlN[ANP,i0R NO FA4 Rttl I RE MAINTAINED BY COUNTY wo fx-(W L9144µ Py; Wt r°,�a^"R 1tH1 N1fpM1N4Nd AN Al-1AVIAtid.t; UNK NClWN.(A)14 tllAsn I'OR Y64 OF RIVERSIDE GSA 152.,.---.._------...W.- -� CC'x;. .004 tRd A0,O'v:tiAliv Q w1Ab,4 4"aRWP1VAl Bw 9111 tlratlt VC,Sip'v IN IVA6t. o �yy (v [s $+yn'(1 5'44. SEAL SHEET NO. It.A�A,Al. 1�'k 1 .. , 4lxtrl cr,`"'`�.,, COUNTY df RIV@IIf11DN SI I NCH MARK 18 /,4 TRANSPORTATION DEPARTMENT E9 RICK ENGINEERING COM ANI' 6E COUNTY OF RIVERSIDE � CFD STREET IMPROVEMENT PLANS A.t7t�r"�,rr r � A.sr p� rax, x ii i i APPROVED pV °`�s �" TRACT0101 @ tr 4 ' zrn., ni.,al�.+ na.x.. SEE SHEET NO 29320,CFD 20 - (.'tI1 N,aPas9sro `e Na,C03369iL x., SYCAMORE CREEK n.c-3a-Pu 7��� 0 Up.6-30-06 ' 1 _ _ 1r0 Ix"` i;A6( RY RId -� PREPA ED UNDER THE DIRECTION OF, MAYNEW CANYON ROAD = HA A. bIN - DATEi -r I(° ---^ -- .�, c;vt� p -•�G� t-(9.03 57+00.00 TO 66+00.00 of 20 ser5 I c41b11 'T 'delkl ( INf(dY- ... RIwlo '"'.. PC11FaTY s,. r.IviO ,n 4Ci"ilAU4��: 4UF CAUFo�d ROBERT A. STOCKTON DATE: SCALE: SEE ABOVE FOR: W.O. FILE NO.?3� t bC1I=,1S(,It111 4118 iI^Iwh*;f r4I,19M#I CfL"tONCR fly1 tY.&.fl. DRAWN arc 5.5. CgtCKEO Eby,R.A.S. �•.. R}� =- - :.� =.,,vx tAa:Yy4.3 KrPSKW�,x4bym F,wh'V hie asu:rm96+4, flECOMMCNDLD Rn DOYLE fN01 NEEFtING D -i Er R.C.E. N0. C033591__ EXP. DATE 6-30-D6 _ H. V� 0 aw„raw•,x•ev�e,aw r ra,¢:d••<'tk;h�•a+wcµW;aak'u,1s..krryy° - pATf: 19-.!UN-2003 I.N.13496 , 4 r ooI tI1 EXIST GROUND @ CL '/ m m w� +a- PROPOSED _., ,. a� - ;p Tc¢22'.L P oar IDENTICAS D/ E� o� \�67+15.00... 7 c oon o-P 7 PROPOSED o tv :.S g o o v 45,....o i-. TO @ 221 LT Q \ V '72i h a PROTC @p22DLT R a - - \ o r LT 1160 \\o IDENTICAL m -- - LT 1140 ole. 4 POINT _ + .. 22.33 v.S. Qa r+ __ EXIST > i L=100.00' 10'OF tog, 31di y - �, ,f w e \ / :GROUND¢CL: oo PI=1'131.60¢'71+15.00 .om PROPOSED o.N t FS a CL - FS@OSED o0 oo v. _ \1� \ IF. OF>" \\\ LL o r w\ 00 O �' PROPOSED ti SI o 0 I Q F CL 1160 + a \ �� CL 1140 to o� W oN �� >�,� \, PROPOSED 6' u L=100.00' "4.0 ELI= LL1 m oo«u- ���3 0�! \ Al D[XE :o Q �^ 'w o =1- ¢ + .0 p{ ..._5-2.007. - .p m n Z V) p oo LL \ Q `� - ( +ro \ J W ... o'r moo `+ o�. TC¢22 RT o = ; ZLri a ti C ,. C,)N o L-2 0.00': $r ` cA Q " o•- @ 67+15.00.. m - - r o n 72, PROPOSED PROPOSED TC e22'RT - RT 1160 Fc¢zz RF N N EXIST RT 1140 o r m\ r GROUND @ CC S \/J a PROFILE SCALE: o LIQ HORIz: 1'-40' VERT:1'=4_ 66 67 68 69 70 71 72 73 74 TO BE ABANDONED ROAD,PIPE EASEMENT PER INSTRUMENT NO.92078 DATED 12-27-60 (FUTURE) 66+84.38 ECR TESOTA 1157.76 TO LOOP �� C7 BEGIN 6-AC DIKE / - 20 72+26.55 CL CB SCALE:T=40' * 0 I III 4.4 8 TR 1128.95 FL ' O PROPOSED l/ �I / 90 8-f ANSlTTON W=21' '1718 40 0 40 80 120 %,. 0°r R/W I - Q 0100=12.7 cF �LZ �- ... ---- 67+6438 BCR 3 P30P05Ef1, � --� - S R�Q/�/C C LoW /_ 7 ND�6* CDIKE.,... R/W` r',S�:no mo-• Si7- H 4 3B. ET 9 ROQD CENTERLINE DATA ?N t 3 q X m..-.. g2, NO. DELTA OR BRIG. RADIUS LENGTH TANGENT REMARK �IUJ - 67 5 68 69 - 70 *o m 3 O1 N 39'34'27"E 134.38' U N 1 BC 69+89.99 71 4 A 2O N_39-34'27-E 255-60' O3 22'49'50" 600.00' 239-OB' 121.15' ----------- 9tii Oq N 62"24'17"E 84.23' 1 � _ PROPOSED 67+37.38 MAYHEW CANYON ROAD= PROPOSED R/W 30+20.13 TESOTA DRIVE mQ R/W CURB DATA +f /0 PROPOSED 30'50 MAYHEW CANYON ROAD '° 233.4' 77 6 NO. DELTA OR BRG. RADIUS LENGTH TANGENT REMARK PER SEPARATE PLANS TRANS1T10 ~� PROPOSED ;� _ 1 - 96.69.1 N m / 11 IJ 39.34'27'E 84.38' SO BLANKET EASEMENT TO 40'EXTENDED R/Y. BE MAINTAINED BY COUNTY PARKWAY� _ m� N Q2 N 39'34'27'E 100.00' AC DIKE OF RIVERSIDE CSA 152 _ 4 ❑3 N 39'34'27'E 234.68' PROPOSED 18'SD -'* a 4 PER SEPARATE PLANS .� ❑4 19'31'10' 540.00' 783.97 92.88' CONSTRUCTION NOTES ❑5 3'18'41' 627.00' 36.24' 18.12' OI CONSTRUCT CURB AND GUTTER PER RIV CO STO 200 TYPE A-6 73+13.29 MAYHEW CANYON ROAD= © N 62.24'17'E 11.37' 69+22.49 CAMPBELL RANCH ROAD O CONSTRUCT CROSS GUTTER AND SPANDREL PER RIV CO STD 209 Q/y18[� / ❑7 89'51'59' 35.00' 54.90' 34.92' RETURN 03 CONSTRUCT MEANDERING SIDEWALK PER RIV CO STD 404 S.c`�! A ,1� 8 N 39.34'2T'E 360.92' NOTE: <F S,TQiyC` Q9 19'31'10' 660.00' 224.85' 113.52' 0 CONSTRUCT CURB RAMP PER RIV CO STD 403 CASE A N r H WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE 4 Ro 1D 3'18'40' S73.G0' 33.17 1656' UNTIL AN r-NCROACHMENT PERMIT AND/OR A GRADING PERMIT Q5 CONSTRUCT PAVEMENT 0.33' AC ON 0.50' AB CLASS 11 f T 9 QQ 11 N 62.24'17'E 1LOS' -- HAS BEEN ISSLIED. CAUTION. O INSTALL STREET NAME SIGN PER RIV CO STD 816 2 90'08'01' S.D7 55.06' 35.08' RETURN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE O7 CONSTRUCT 6"AC DIKE PER RIV CD STD 212 A S-_R U! T PLAN FOR ASSURING THE ACCURACY OF THE DESIGN AND ACCEPTABILITY 'EXACT LOCATION OF EXISTING Of THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING UNDERGROUND FACILITIES IS 11 CONSTRUCT 6"TYPE D CURB PER RIV CO STD 204 (SEE DETAIL ON SHT 21 COF.R GICNB N T /27/of AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE UNKNOWN.CONTRACTOR TO - SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. .VERIFY IN FIELD. GIONAFURE: DIG ALERT' SEAL COO TY OF RIVERSIDE SEAL BENCH MARK= • - - SHEET NO. a10P�S'0w/ TRANSPORTATION DEPARTMENT �aFEss/ RICKEI�;GINL'EItING CotvIPAM' co11NFY of RIVERSIDE A•or A•srFy CFD STREET IMPROVEMENT PLANS 19 APPROVED DY1 < off. . ,I _ TRACT NO 29320,CFD 2001-01 CALL No.C033950 No.C033591 0 ""'nwr zuu w.�"�ve.I z :n i.ame. o,taz 1nn1m .,.,.."1•wo* SEE SHEETI5. pSYCAMORE CREEK BEFORE AT L c\LT SIAL 7 /9/T Exp.6-30-06 DA��tl Exp.6-30-°6 PREPARED UNDER THE DIRECTION OR MAYHEW CANYON ROAD vaU uta DATE BY MARK APPR. DATE js z} NAL 041 TH �� DATE: {3 z} z 1-2[0(1-227-2600 ENGINEER REVISIONS _ COUNTY Oq� °IVIS a4�p �?y CIVt� ��p� (D-19-OS 66+00.00 TO 73+13.29 OF 2O SHTS w � UNDERGROUND SERVICE ALBR'C OF CA\r: d� 7F O �L1Fo 0 RT A. STOCKTON DATE• SCALE- SEE ABOVE FOR- W.O. FILE N0.? B Callat least 2 working days prior to excavating. DESIGNED BY:R.C.O. DRAWN BY:S.S. CHECKED BY:R.A.S. RECOMMENDED BYc 00YLE ENGINEERING DA E: R.C.E. N0. C033591 EXP. DATE 6-30-06 H: V: /��-- p G::d-13496`.CFO-St...t.Imp\496str19.dgn OATS_ 19-JUN-2003 1-31% d I -. _ _ I 197U _ j 4 I I I SD STA 11+61.7 1052.57 IE) 3 :I STA 11+11.35 CAMPBELL RANCH RD (. S'P C,L -- ±55.90 -10&9- - O MST. GRGUND ANHOLE/4 P R RCFC STD MH254 X869 r o +a mN w PROP. FS 0 SD C/L - �I': + - 56.1 FL n 5.41 FL 355.90 RIM '--PROP. FS ® SD C/L WS=HGL 1o5a.o j HYDRAULIC DATA ^ALTRANS I® -5�'0 ❑ 4 TYPE GMP® 0013 0100=2.5 ofs \o NLET a o< o� H _ __1.7 fps oWac° 16"WTR VMAX o� 159.33 LF 18"RCP CLI SIV f o ^^ `~"� NNS o�w 1 Y R A CA ( I S )0 H D AVLIC DA 43.74 LF Q700=2.5 cfs 118"RCP ,8 RCP i HYDRAULIC DATA (CLASS Iv) (CLASS Iv) VMAX=6.1 fps Q700=5.0 cfs VMAx= NOTE: NOTE:6.6fP s PROFILE SCALE STORM DRAIN TO BE STORM DRAIN TO BE 1"= 40' HORIZ MAINTAINED BY R.C.T.D. MAINTAINED BY R.C.T.D. 1 4 VERT 10+00 11+00 12+00 13+00 10+00 11+00 12+00 13+00 14+00 19+0u 0+G0 QATK No. Q100 VMAX ❑A 5.0 cfs 6.6 fps *vry _ B 2.5 cfs 1.7 fos 2.Scfs 5.,fps CONSTRUCTION NM) _ CUAvTI ' E T �1ATES_ --- ,\,°^� 0INSTAL 9 C (C �s ) TRANSITION STRZUCT{,JRE A3 OATA 5 m. Q �` �'a GUTTER ADEPRESCH BASIN PER J ,„ �, 8=18" D, 18' �COM1STRLCI MA.NO,PER CF .,. C=2.7 E 2.7' / 4 CONSTRI,C 3 A.YA �eZ�o �� �"�A ©&EMOVE EX1sT• eA�TPr111`� aMP ir7tfsT 1 EA.� r� (� SD ST CONNEA 10+DO 00 Q`? C'J CT TO LXIST IB'RCP 5 TS N0.3 PER RCFC STD TS303 CURVE,DATA oa �� (1050.34 IE) DEL fA 38'23'39" SO STA 10+70.13 BC(1051.31 It- 1 E SD STA 11+61,81 1052.57 I' '_22 15013' i • CURVE DATA 1 ( / STA 11+11.36;A111 LLBELL RAN T 7,83 DELA=90'59'44 CLASS MANHOLE$4 PER RCFC STD MH254 R-22 5 _ o SD STA 11+05.86 1-3573 EC 1051.80 IE STA 11+32.81 CAMPBELL RANCH RD /� CATCH BASIN(W=10',V=3.9') / 1056.68 TC 1052.77 IE �A 18"RCP SO XING 12"SEWER 'r\ CLA., TOP SEW=1049.51 f \ BOTTOM SD=1052.73 \ 9�OTq 7j*S MANHOLE J.4 DATA f 8S? 398 A=80' B-18" C(gSCP! C_2.3' YpF Ds !y9� PRai' 02-,6;' C&G E=4.97' ERAP LEV S=10525 EV R�1052.62 qI 7 IDIS FLAN FOR CONS RUCT1,X',1 OFr 18 OF )0 17RFIN ONLY S TRUE IMPROVEWNI,� PI.f` Stl I , 4 OI 70 STA 11+4321 CAMPBELL RANCH J E FUTURE CATCH BASIN(W=10',V=3.4 _ NOT,:- 1056.91 TO 1053.56 IE LIMITS OF �\t�Ctl po VIDW CGNTAIN,ED WITHIN THESE PLANS ® GRADING `\ ROAD _ SHALL NOT COMMENCE ..'.'tl All 7 'DNO NCRCACHMENT PERMIT AND / OR A R0�/yq B'Wq GRADING PERMIT HAS BEEN ]SS ED Sp;10. !LT pLAN The pi ole engmr saanng these avis s re bl t '5X23 R/µ, GCf;RECTICNS NOT s- .. ery gnd ocrepIablly of the desgn hereo the e e t of -� epahge er sng after county apprwel er d 1 st cb.n, "the pd.te engn:er shall be resoonsble for delermn. a �, IDNATURE:_ 00(y 01e sol tion and rens 9 the plans I"eoproml�y the Underground Service Alertn - -- -- -_ __ SEA(, COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: MS 3824 LP NC 01001@-__ ' -- -- -- --- -..._--- _.__ ���� TRAN DEPARTMENT - CIEG - - i µaf Ess, e s s.��N\c CIVIL ENGINEERING PLANNING- SURVEYING COUNTY Q['' Ri��'RJ(D Ess I �� - -f- - -- - - - -- o° p a"^< \ �° �oF P CAN TY ENGINEERING GROUP INC. TRACT ;t0 ?9320 CFD 2001--01 DIAL TWO WORKING --- - - -- - ._ ,xc.° ec `rte m� SEE SHEET 1 ,-,� • BEFORE V DAYS BEFORE - - m =Py m SFO APPROVED DEP 2020 IOWA AVE. SUITE 102,P.O. BOX 52050,RIVERSIDE, CA 92517 ref < = ,. ... B ' C �/ r a z YOU DIG -I-- ------ -- k "' _ y w No.C Sa99J m� TEL (909)683 5234 TAX (909)683-5301 •D q - -- --- No !3950 .NAL A. A pA` - tt ExP 09-30-05 v -Z ___ rc Exp.63f.C6 a TALL TREE 1-BW-227-2600 -- _ NDE TH S vlsloN - - - - -- - A PUBLIC SERVI'„E BY ". CIVIL r/ *S c c �c* R�E / SCALE A`� S`�.r'h'ti UNDERGROUND SERVICE ALERT DATE BY_114 i}3�� __ {JOn� ` APPR-,ATE s'q f-__ fR7- -u�•�'"'-^'�•-'r Y-B-o'f 9lF aF cp��Eo� PREPARED U t tel." ll DATE:Yf/-4 Y ?�A'I�J• A np_J ...__.- _- of cn" R N U�-El YALE'ENGIN E�'RI Nom` RAYR - __._ DATc: q FNGINErR � REVISIONS -� COUNIY �- � THOMAS S.LOVE _- �U,.� 100.5- `�,�