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HomeMy WebLinkAbout03-87_03-79_ _GENERA NOTES CIT OF ILAIKE EILSIN ® � ST RE ers 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUNDUTILITY o � I PIPES OR STRUCTURES SHOWN IN THESE PUNS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANSIt BY THE CITY OF LAKE ELSINORE DOES NOT TRACT N o . 3 O 4 9 2 - � & 3 O 4 9 2 " STo R M i CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, STRUCTURES THE EXISTENCE H NON-EXISTENCE OF ANY UNDERGROUND UTILITY,ISPIPE OR - $RE 8 STRUCTURES WITHIN THE LIMAS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL U771,1CANYON HILLS PLANNING AREA 14 B CANYON NEWPORT RD E$ PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PUNS R NOT ANY UTILITYILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR LOCA ON ;f AT HIS EXPENSE TO THE SATISFACRON OF THE GOVERNMENTAL AGENCY. 15 HILLS R a ) 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD STREET & STORM DRAIN IMPROVEMENT. PLANS �LRDw 215 � SPECIFICA77ONS FOR PUBLIC WORKS, (LATEST EDITION), AND STANDARD DRAWINGS OF THE CY7.1 COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS'RESPONSIBILITY TO BE FAMILIAR WITH 1t0F THESE STANDARDS AND CODES AT ALL TIMES, J. THE CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELSINORE PUBLIC WORKS INSPECTOR \ Off' RD SCOTT RD FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT 1 OTTONWOOD (909)-674-3124, EXT. 247, BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONDAY \ BUNDY C . CYN. RD I ` THROUGH 4. THE CONTIONTRA UCTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH C4L7R4NS 0962 (20P0 „''�l 1 CLINTON KEITH RD P TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE i WORK STOPPAGE. W f _ 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY I COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48) HOURS PRIOR TO BEGINNING WORK. 30 92-4 s a� N?Iks rfD lore rA 6. A SHALL THE CONTRACTORS'RESPONSIBILITY TO HAVE A RESPONSIBLE 1 2 t al b I (.+ REPRESENTA7NE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR � 208 209 T10 I ., s '� �ij4 ('� } #'ti THOMAS TIROS.MAP PC.28,GRID D4.J SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION and yes v II�q� MAP AND COST OF ALL EXISTING UTILITIES. THE SUBDIVIDER MUST INFORM THE CRY OF LAKE to rAtIzgPuY Syu a 'f'¢, n VICINITY yT ®KA rY+ ELSINORE OF CONSTRUCTION SCHEDULE AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO THE - _.���, n i r 4{` ¢rn kh ,w")y 11 ,l Sy,' + t t I NOT lTlo uSCALE�%a//"�u BEGINNING OF CONSTRUCTION. I i� py • ! + n,r ` a B "^, \ \ I11P t y B. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PUCE PRIOR TO PAVING THE ( �) tiT ro 1 n�; •£� a � " STREET SECTION, INCLUDING BUT NOT UMRED TO SEWER, WATER, TELEPHONE, ELECTRICITY, fl�;„><N� r' SO4, 2- 1 I¢o.g117 alp GAS AND DRAINAGE FACILITIES. Od Fy'( 97 ENGINEERS NOTICE I 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER , 9 ,�u h 99 98 v ;r)§ ,yYv'), �� . ,yt jJ +,.rya I�a a;t O� 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES r r Xa )' �¢)v "�f ,L. •�'',, r�.,¢ " ri } I t x ti t r dIRm Ii + Gk} 1t,p \ RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, SHOWN ARE FOR BONDING PURPOSES ONLY. i ,,{+ 'By:,' +7 b.� �;. ) INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL : ,t� .. , ' kF APPLY CONTINUOUSLY AND NOT BE L11.11TED TO NORMAL WORKING HOURS. THE10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED ANO " p } t'^D `� {fix z If 1;6. a9 r kr•W rro-( xtr iy �' -y ;,� ` � +, ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. { f ati:l' 1 e. )' vg. "'�. �r�5 : 5,, yyx, t u,!4gs ,ft +>,,,1i,'l+y,c^ r I \ CONTRACTOR'SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER S RUCTION. THE ENGINEER OF RECORD SHALL BE )2 td3-,L�,.. t' :5°,' •I)v+ "ma r 'F +l':t .�u IPj`•!!5,45� t y.:r•' It .� +y atq HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL :it,!" ''tYr;t�(tv t ti'1 �:,k' V",�, 4 F iSr*14 ,., {,", }''.x.T: '�I tn',r x?• 1V„ '`r. h "`; Ly t THE PERFORMANCE F WORK N EXCEPTING BE IN THE FORM OF AS-BUILT PUNS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 0 WO 0 THIS PROJECT EXCEP NG FOR LIAeIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PRIOR TO THE FWAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. � 03 A' ,IL1iT ,.,7 a� xt}'.�,�.,,A, :; 1�,7 q,r %i1 a "1 f Kp r lh 1; nt �r' r, D1h1 x )� 1Y.r f p y + yyf' �llyi�({ Y 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON f G: q ,�,:, } ,`•. �!, j i'' } ,,r o-i+' 4, *{`.krj r ti"h,,rti<'kI ..,Ise 1 xf uY y,, ' ,teS,'r 4'. `! PUBLIC RECORD R BE ALL EXISTING CITY STANDARDS DISTURBED OR DESTROYED OERING CONSTRUC170N SF41LL « \ S, ARE INDICATED WITH THEIR APPROXIMATE LOC477ON AND EXTENT. BE REPLACED TO CITY STANt7AROS AS APPROVED BY THE CITY ENGINEER :'4"{ '' jy�, Cr;i.rti+r•y..z` 7•L"Y„SP :..y ..r4.f, a h t¢' f'r' 'yy, #:�.,n,, F,.. E GNEER. CENTERLINE TIES 'dl!^.' 3 . .,r' r.y3'.'tx.. 41 Nl,�� eut.yl:`� ) ' ��r�l h 'op.I;1. IPA 'rs"��p'",, ,r, ",y' r I%N : ,,tal \ y�,,, f^c, THE OWNER, BY ACCEPTING THESE PUNS OR PROCEEDING WITH THE IMPROVEMENTS "X'^ I' ,.y'„ ?`d$ :• 1 •. 4"il ,',. t�yar ,;1 1.,r ARE TO 8E FURNISHED TO THE CITY ENGINEER AT ONE COMPLETION OF PROJECT BEFORE , ! p� :. ,t �I,� ,,y'A��«.t y '4r lyv ,�: .. r: t �•r+�«, �, k„ .6( ,ykl=,. � HEREON, AGREES TO ASSUME LIABILITY AND HOLD 7Y.E ENGINEER HARMLESS FOR ACCEPTANCE IS GRANTED. !Y „�+,-"P 4�.... r; �4 h �iw r'Laj,A 'LAY ':J�ii 9u.F p.')I, ' ' '� ,p?;:, d,cii'..- "." T ttt"' k1,,� > X.ixt�'S? y i .q�•✓r� {' �:, 7';i4'�rrl4 + t r�F � *•� {* \ ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR 04 3 iasg Nf•7'Y- a<'t 'ErY } X 4 I y, Ir }y T t l ti h tin 75 lx L 1 r IJ7 Cyr_ STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE "i'1b. 3 �-`'� •� i6 k .;,rs ";', � ,^�.�. r 'I I t`�?1S ^I � i5�.-A' A r!' r..:�,7/° !C�' uir rr• I 1�yY, (x� R r /.r ,,s y rN , °_v„p a,l y1}}„t }S ( + I,,',•G:;, 1. 1 •;,.y,! a CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE n WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE � �� �` + } # " t rJ4', �:^+: �:s•r r �..s �' \ I : I �,.. „a., � '�¢' f"'�+ {' '� +�aP, r 11+ h''•r" .:.�1 f �3� '•..1, }..g ° : ' F `,'° /i e', CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT CONTRACTOR/DEVELOPER MUST PROVIDE THE CRY ENGINEER WRH CERTIFICATE OF INSURANCE YT':" I- :J:r>,' ,+ '.`# c+�. ,y: {� ",� t �;?- i, '+r. ,;1.a )M t, . k y�I� r ^•'+ .u„: ,i:?; .al,t �y n r ?.15"� r y:.A kr ,. r".' }•+ THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. R , I REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE , dIr.-..ff:� :: ;44(+'y .rq:F, ,,,,:� �, .p1. TI„ ,� ,,,er R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTFY THE OWNERS OF ALL I PRESENT V THE JOB IMP DURING THE TOTAL TIME FRAME OF PROJECT CO �:. # r § I'' 1 11 f3' d H . G e ,:1 I. IAd a ;c \ FF m N ) JC 1 NSTRUCTION W11H qxh.,�. � .a.vp'Y a:�4,.).¢; ,f. ."I,ryyr,,T� �;a�'n`��. /y�. , / .»�YyI. n:,yv ✓ �;'r .A , r. AN APPROVED SET OF IMPROVEMENT PLANS. 3':s•" o;� t,xa ,�I}rd.,,:,,,,L r. '} 4.�= r ?P"•*,• Y �• ��- , � � k \ UlIL177ES OR STRUCTURES CONCERNED BEFORE STARTING WORK. I i' :^•T- 8 4;x•:+. .,r", rlti• "�;...,+. ,"r"Y /t.�'`,t' r.3� ✓• 7;9c AYr�(. E +.:, ,.� 'S:�I � "s.., 'W:, .+'Y :i'. `n�'•. � LL77 aY` I �; 'ex ',el'71•:!q k4 I S{; ; ux ri ,'' � r I i"�Y 1 r - I'.r' a, ?. 3. THE ENGINEER PREPARING THESE PUNS WILL NOT BE RESPONSIBLE FOR R 1 NOTE: 0 .,.T p, 1�,,:a+ •. I; �1L -';'; �•,y,, f �,r rt•; '� ;p:'P1 ,,,/) I ..a, LIABLE FOR UNAUTHORIZED CHANCES TO OR USES OF THESE PUNS. ALL CHANGES I z I ,d,n4, v. -... ia,. aar A. Y�.rt�,r rkd n. ,rk r..� s.w.� " ".:1.,�,... MC250 TACK COAT TO BE USED ON ALL STREETS WITH GRADES GREATER 'r" :•::¢ ?�>'' �' i' •�' •�' .7( ��-�.� ••^ti - i 5Ip, t...,��..�,p::f�'� ''yi'�"'�` r..'• +• ??• - TER THAN fOX 161 ,, 4 ', ,.tt.,E',r:: , !:. 7, nN:r"Y.�1,,:r w, r r�,:�` v �..hgr.. :c,, 'I? ?:«✓,,'q.. :.:, ::, BQ,j. '.�6.' ..a ,1,:;1 i •if^a1�'"'' ,3� ;„t•a;.,,..,. T � TO THESE PUNS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER i !. "k r v .J b_ Ft r Yfi ? 'f11 e\, f ',n, `'i a.. 8" > I I. 4;'f O dl.. ''� L � /(�$ sI '$A p rt f J`;A'+., 4+, 4"' r}t9t ry :r � ,2'U�«� M 7r fS A: i�`/rI 6?is• , !'<� OF THESE PLANS � .. � 'Mn 'r'd "yt %' i` i't�s ,1: y >< }Tr;.nl SI �, ., , t•.Ar .;n 1 .�e yF�d A .,�'. ^)'�.' k� �,t« , :;`��..+��;� �t�,.L.:-- -. - t .> � Y. F ( /t q., "4.•� f, ,�i:�'. ,, 4',w ,, 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONSTRUCTION NOTES and QUANTITY ,, k' 11 ..,�, t , W ; ., ,, :� a1n,1 f k _ : ", Q ESTIMATE -�� �;, ,ryA . ?� :, � ;.,t �..t,: �' . r ,, ,w �,wy,�y�� 1�'�i ,I� ,t: t„.. ,i�f.;. .� c' 42'. ••{g"� y� �.;r aY',vwr �A_ ,II k.dgg(` �r+lr�+` � „�•�:<�gg'((.0 ,�. 1� z � ,.,F�+t,t' ,-� 1)•, �.,1 CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES Pf";7R TO - 'o tf P I ,yY .�' ,,1. `Yi4 1. f ,U.I. x. RI 4f.7Y 1'd ih F,v,d4T +,+, 11.+"4 J�.' y :a'. Y,'.' N0. ::I, ,,. r rl „u+"r 119 -v,.,' k'Y e',,Y1'.I I �a BIDDING FOR CONSTRUCTION. DESCRIPTION QUANTITY UNIT A )7 to 6 '.i, hI , s ,: + $x m"tiMq S71'1,:1 e1? +;, I!!'7 �Y,, ✓r 1x 1 1 SRt O STREET IMPROVEMENT fiX 1 r u-. � ! .,s, i':a Y`u,a ,n'dT n y )" C [ :? ,fi +,1 4' 'r". I ,1,,,+7 t ar, y '+.tlf 1 Pr c 1✓ at � 1 CONSTRUCT 6'CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 7,230 LF '' i 1 ,F' '• ."A .' t.,u•+t ''"° '` r,:•• .. ".iI $ 2 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. N0. 209 AND 209A 2,577 SF � + •? '. �, " � ^':ib �T. �I. �.'7.YI I:. a .rrl"4+.4... .,.- 1 h .:,:7 «, ,,;'„� � ,, 5PRIVATE ENGINEERS Ft9 � C NTRAC OR FI ... ,. " 'n,r >, r t:',l6,. If t. 9 ?. u t •. ••,)S,u•r d;I,�y i vv -, "4.Y1. 1 i .,T......: !'.'� A�1 N',k. �p r sjr f. fi.• 1, i-,u1. r.! I" �a T! rr4'. 'xD 1 _ ,' " ,. y, :.,..i<r�9;, i1 .:...:, ,. •Ifia'rA6�'t¢:k�. „. r',.,;r?Il ., :.,rr,.. ,r iIv_1: r,+,.,.• Jb THE EXISTENCE AND LOCATION F NUNDERGROUND1 3 CONSTRUCT 4 A.C. OVER 7 A.B. PER SOILS ENGINEER : ; ::4' iE : . '✓, ,: s a` ;1e 4•:r � i •• � +�• + •i` -�• •^•^ � ' c,n . ,•r .'6' ,. 1,,;, L 0 0 ANY UTILITY PIPE, CONDUITS OR EE RECOMMENDATIONS 143,380 SF d(, „ ), ;+,1; °t !:r s "I a .F ^ A r �,¢ y w✓ , w t' F 162 a ,L c. •I h �" '� n x zA: : o •.»'.' �>t STRUCTURES SHOWN N, , +`"• d, ,.•,. .,4 ri:: ... + .. <,. , sP q e•." „' :�.�r .:.. ;: r . y ,z 0 THESE PUNS IS OBTAINED BY A SEARCH OF THE ".r",+n "A v,.. .t.:. x. r'x,w ,d ,,. :1.1 :(' >tT, r:. � ,:n'; R.....I a ,.,.g,. a ,.'� S M� v: .,k,.,tq,,,^d r 1.,. •n" Q., , ..k:rt# t - ,�4. ,., 4 CONSTRUCT CURB ,, ,. +•r.i L . .. : , Y 1 ,..,,.., .., .. ...... s.,o.. ,.::.b ,,�modt , s. ', ., T.aY'. r a •' .r:c ,.. ,r.. .1 t y ,h',M1dt `n 1.L s. r .3t. �I �,. c .Es e..:.., tYd IY,; „. a ,1. ..�� r v ,... .,{,, ,e. I�,r:� ,. 4. ,. "1�.+xal ..:Yd„.. N. �,I(':'. Ir=.��,�,.+;.:,� AVAILABLE RECORDS. U RAMP CASE A PER COUNTY OF RIVERSIDE STD. N0. 403 10 EA •}. ,�.., � �f; �: } . ��,,rr ,.� ,,r.,Q. �„., .,�n. � 'k w�. Cp. n, ,�.,�,�,,w ,r. a,.I. :),.::,, ,+;2TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXI5RNG r,lj.. f •r L,•.,. .`S+ n..),`d. .if, .:"T.. .T, ,%t" .d, .,`S' C... L .�.,. � . ., �'rp e: �' L, .., y,�q"��; •, t, 1 ,� ,> .`. rf; t ,,�'+ u: �„ . . , x, t ,...,,l,. ,ryY rYfiY,1, .V" ,I �,5... ,,r x. �t ,v^.: UTILITIES EXCEPT AS SHOWN;, :I � s� :,. .1 .>H �,t .. .. � n. ,. :. r .I, ....r�. ,W� ,,1 n..,.I ) :, .� :. , r !L «., .L,.J.. r, . - ;i,, - ,n; �,r .• % 0 N ON THESE PUNS. THE CONTRACTOR IS REQUIRED TO 5 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. N0. 401 �. n Ig G r 3 �,1 . . 4„ .. M b , ,. �,.::. td s>,,4 ,n.,, r. ., r,.,a }. ,r, h,,.., IN �F : ,I. . ,. ..' 'e.`d .;:; :. .r,, �, r �..,;a»' .A:+.,.^�(i'�:•-.,v.�2'),7, ...,, J r-;. ,:.,�, •r. . ,? ,e q,a a� .. ,,.. > r. ,�.x y.:( ,: ,. �.�µ t ,3 n* . I LOCATION AND WIDTH PER PLANS Q'd" x •� �dl h B�'�'!'T 1 •.�S '+a: .,:�• n;f ,. d+• :w r! +,.p ' ,f t �.. � ;. 11 � TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON ) ,w ;'�. 1 w,v I !�4i ':,,t� ff y.Y: 1.JIC 1h4+ "~st �' ,. '` 5' ��`''.'S:.o. + �$�� "a u,..'�s .,•F THESE DRAWINGS. THE CONTRACTOR FUR'.4 R ASSUMES / ,r ,:>. E ALL LIABILITY iND :+r. 3.,. ,: !•xx$:P,•:w ':.. ,,..,. ..,, , .. ,.. ... ,/r�, 1• �„� I 8 INSTALL BLUE REFLECTIVE MARKER ADJACENT TO F.H.AS REQUIRED .c..-�"y. �<...: : ':T >a'. I '. . �' I�1+.. !I �rv1ry 1., „?�::, + a, sa aC,).. ,„Y,y,,.,,./r, .. ,d.. i^, :'�"' r".: ,..+..a .•..:�,.: ,...,r.:,, a:;•tfp�',r,,r. &>„,7,, rn:,: ,':t;. RESPONSI ILITY FOR EQ RED BY THE FIRE DEPARTMENT 13 EA i, .. .;, .I- ," ,4 .. � i..tt : , x.T ....al, s ... r�,.¢^..,'r,�;!, nC��...::. � ,. ,. 3 d '.: =•r/.. .... .h t s. ! - "`�i�1�.!T`• �` y t.;,; r1t ... 2',�a �T. .. .: L r,nx! s •*.. :•.c ::. .,,. ^,,. , ,.,. . ... n, .;,.'.. B 0 THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN.R NOT v"r x... ,...3¢, ,.,. , ..,.,.•, 1,,.r.s, 6js,:,k??.:�' ^i. u::.: 4:.;r5.:,x J.:✓?..t a.q'. yxk ..fur. k. r' {� r.,,,, r, ayrr,. f •.,:-,,. , ,r s, , �,.,r Ayi Tp'^ ' 7 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207 94 EA ,. .. ....,: '..,., '. ... .-.. ,�,. "..." !�. � I` "`.:'. } :i�,:r,�,� rtlC.a•:," i•J+�","�':Q}r1hSy"tAs�y�.;l�'S"�ierY tlr�+-�,1t:C9't�{�Z1'���)i',�'c��S�T+•.� ' S'.;,F �� I �I� pr�,, SHOWN ON THESE DRAWINGS. 8 INSTALL RESIDENTIAL UITNG 9500 LUMEN PER COUNTY OF RIVERSIDE STD. NO. 1000 19 EA HEMLOCK ST. CITY LIMITS GH 9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 818 6 EA { ' 70 CONSTRUCT GUTTER DEPRESSION,CASE C , PER RIVERSIDE STD. No. 311 , EA .40 INDEX MAP � 0873 11 CONSTRUCT MODIFIED CURB OURET CURB OPENING-3 PER COUNTY OF RIVERSIDE STD.NO.308 1 EA �:•' DATE: 1970 RIVERSIDE COUNTY DESIGNA770N: E-14-70 : I SCALE: 1'-too' DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE q+a INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET 2 NORTHWEST OF RAILROAD CANNON ROAD, 6.0 FEET SOUTHWEST OF-POWER POLE 2 STORM DRAIN IMPROVEMENT 853732E,.'1.0 FEET NORTHEAST OF A MARKER POST, A BRASS'DISK SE7 6v U TOP OF CONCRETE POST E-14-70. 30 CONSTRUCT 48" OP STORM DRAIN PER RCFC & WCD SPECIFICATIONS 508 LF R/W CL R/W SOILS ENGINEER 31 CONSTRUCT 30' RCP STORM DRAIN PER RCFC&WCD SPECIFICATIONS 966 LF 801 RIW 51 5' PACIFIC SOILS ENGINEERING, INC. I 32 CONSTRUCT 24'RCP STORM DRAIN PER RCFC &WCD SPECIFICATIONS Ill LF 7715 CONVOY COURT TO' 20' 20' 10' 1 SAN DIEGO, CALIFORNIA 92111 BASIS OF �E4RING:! 33 CONSTRUCT MANHOLE NO. 2 PER RCFC & WCD STD. NO. MH252 4 FA i . D ? I 5' 5' 0 5' S I TELEPHONE: (858) 560-1713 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE S. W 1= 34 CONSTRUCT CATCH BASIN NO. 1 PER RCFC & WCD STD. DWG, N0. C8100 1 FJs SIDEWALK IS ADJACENT TO GRID BEARING BETWEEN N.C.S. STA77ON 9WLDOMAR'AND N.G.S. STATION 35 CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET 9 1 EA X I ],7% LEVEL LINE � I _ R/W WHEN IN FRONT OF LOT AIETZ'. I.E. N06'21'37'E THE COMBINED SCALE FACTOR AT CP 2015 i, r 'Z IV ti� �, OWNER/DEVELOPER IS 0.88989774 AS SHOWN ON TRACT MAP 295sB, M.B. 289/1-5. p C I o 38 CONSTRUCT 48'RISER PER DETAIL ON SHEET 9 1 EA - RAW PARDEE CONSTRUCTION COMPANY GRID GROUND x COMBINED SCALE FACTOR F Im 37 CONSTRUCT CONCRETE COLLAR PER RCFC & WCD M803 1 EA 5• 4• 10880 WILSHIRE BLVD., SUITE 1900 SEE DETAIL A SEE DETAIL A LOS ANGELES, CALIFORNIA 90024 38 CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET 9 1 EA I ,1� r 2 TELEPHONE: (310) 475-J525 IND ( OF N-NE 1.7 -QUANTITIES SHOWN ARE FOR BONDING PURPOSES. CANOPY LANE, WHISPERING WILLOW DRIVE, SHEET 1 TITLE SHEET WITH VICINITY MAP COTTAGE GLEN DRIVE, WINDEMERE DRIVE & SIDEWALK IS ADJACENT TO SHEET 2 THRU 6 STREET PLANS CURB WHEN ALONG SIDE OF LOT IRONBARK COURT SHEET 7 THRU 9 STORM DRAIN PLAN 60' R.O,W. - THRU LOCAL STREETNIS DETAIL A q NIS WDID 1833C300693 As-bu11_T NO. DATE REVISIONS APPROVED BY DATE CITY SEAL OFESSIO PREPARED BY: ALOW2 6 I 7 2.os CERTIFICATION: ��SP" H4R4r�� - CITY OF LAKE ELSINORE SHEET. 1 (MA n I I FU= THESE PLANS HAVE BEEN REVEW2D FOR COMPLIANCE WITH THE �'�O y TRACT NO. 30492-2 & 30492-3 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CITY N29242 `� CIVIL ENGINEERING I. / LAND SURVEYING URV YIN STREET&STORM DRAIN IMPROVEMENT PLANS OF: 9 - g 4 AND STATE LAWS, AND A PERMIT Q•W BE ISSUED. LAND PLANNING �ag5 * mew 3-31-2D07 * 1181 CAUFORNIAAVE.-STE.102-CORORk CALIFORNIA 92881 I -Till ,L,pLR•s•+�...��E%!-�,n._//�l 9-/,f-D? J, (909)28"11444( - FAX(909)2404150 TBEF BEFORE YOU DIGYS 7 NAFIJQJD O-DONNELL, R. .E NO.2CCQ7 �qTF OFIflAltfO��\pf,' 'v RCE 29242 -y_F9_o) TITLE'SHEET FILE NO. p� .. ___i� ._ _ _.__ "� - I GENERAL NOTES 1.PIPES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY CITY OF IL A I 1�j E E L S I N RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE REPRESENTATION AS THE ACCURACY OR COMPLETENESS OF THE LOCATION, TRACT N o . 3 O 4 9 2 - 2 & 3 O 4 9 2 - 3 74 NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR o STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR SITE coo STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING LOCATION THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR CANYON HILLS PLANNING AREA 14 B CANYON AT HIS EXPENSE TO THE S47ISFACTION OF THE GOVERNMENTAL AGENCY. 15 HILLS R NNEWPOR RD 2. ALL WORK SHALL CONFORM TO CITY OF LAKE ELSINORE CODES, STANDARD Ci SPECIFICATIONS FOR PUBLIC WORKS, (LATEST EDITION), AND STANDARD DRAWINGS OF THE STREET & STORM DRAIN IMPROVEMENT PLANS �N�°� 15 COUNTY OF RIVERSIDE. IT IS THE CONTRACTORS'RESPONSIBILITY TO BE FAMILIAR WITH C". THESE STANDARDS AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE C17Y OF LAKE ELSINORE PUBLIC WORKS INSPECTOR � RD SCOTT RD FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT ,- \\ OTTONWOOD (909)-674-3124, EXT. 247, BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONDAY j' / BUNDY CYN. RD $ O THROUGH FRIDAY \ B s 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS 096�RPo-"i (pl 1 \ CLINTON KEITH RD i TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY - PM - %-- B' THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE z� / ' N 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE AN 8 TA i C NECESSARY RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY 7 9 l COMPANIES INVOLVED AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK. THE \ { W CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA)AT LEAST(48) 6 I HOURS PRIOR TO BEGINNING WORK. II I 4 5. 30 92-4 6. IT SHALL BE THE CONTRACTORS'RESPONSIBILITY TO HAVE A RESPONSIBLE 1 2 3 THOMAS BROS.MAP PG.28,GRID D4. REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR 208 209 210 I P% SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION VICINITY MAP AND COST OF ALL EXISTING UTILITIES. THE SUBDIVIDER MUST INFORM THE CITY'OF LAKE _ 11 \ ELSINORE OF CONSTRUCTION SCHEDULE AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO THE _ \ \\ \ NOT TO SCALE BEGINNING OF CONSTRUCTION. 93 12 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE 94 STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY 304 2-1 95 \ O\ GAS AND DRAINAGE FACILITIES. 0 74 9' 97 96 t3 \�j, ENGINEER'S NOTICE I 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER 99 99 p2 14 Off\ 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE I / ROUGH GRADING TO DEFERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESSES - �G RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, SHOWN ARE FOR BONDING PURPOSES ONLY. 1 73 y1 DO INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL 492 2 so 15 \V APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND - 75 88 69 CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE 2I HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL -- 72 87 !6 \ THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING BE IN THE FORM OF AS-BUILT PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL -- RIVE \ FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 03 76 ARE 25 Qo 17 \ 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL 71 / Q \ PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES \\ 86 r 24 °' THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE o 'il' 77 26 �Q' \ HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ACCEPTANCE IS GRANTED. 04 3 Y7 \ \ ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR 70 C L 29 28 23 \ STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE -T�_,_J 78 85 I2 1e \ \ CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE WITHIN PUBLIC RIGHTS-OF-WAY BEFORE ISSUANCE OF SAID PERMIT, THE a 22 - CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, cal I,W THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE IT I REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE 69 m 79 84 ,,� 30 `. $0492 19 \ cRFF� \ SHALL BE THE S OR STRUCTURES CONTRACTOR'S RESPONSIBILITY ILITY TSTAN077F WORK. OWNERS OF ALL PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH AN APPROVED SET OF IMPROVEMENT PLANS. of 21 i C \ 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR NOTE: 3 3 35 20 LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES MC250 TACK COAT TO BE USED ON ALL STREETS WITH GRADES GREATER THAN 10% 61 88 80 83 I 31 34 36 \\ 0 TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER - ON OF THESE PLANS. CO RTC OpA wi 4. QUAN7771ES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONSTRUCTION NOTES and QUANTITY ESTIMATE 67 81 es 33 HET 3e 3s 40 41 , 42 CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO NO. DESCRIPTION QUANTITY UNIT 1� � �� 32 37 ��Q BIDDING FOR CONSTRUCTION. STREET IMPROVEMENT ______ - 1 CONSTRUCT 6'CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 2DO 7,230 LF _ - _ COTTAGE GLE _DRIVE -- - -� 2 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A 2,577 SF "-- ` PRIVATE ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR 3 CONSTRUCT 4'A.C. OVER 7'A.B. PER SOILS ENGINEER RECOMMENDATIONS 143.380 SF 162 Ij S E HEETS 43 STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE 4 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. N0. 403 10 EA 65 64 7 63 62 61 60 59 58 57.�� 56 55 54 53 52 61 50 49 48 47 46 (p AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING I "� 45 l UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO 5 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401 35,360 SF 44 TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON (LOCATION AND WIDTH PER PLANS) THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND / 6 INSTALL BLUE REFLECTIVE MARKER ADJACENT TO F.H.AS REQUIRED BY THE FIRE DEPARTMENT 13 EA RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT -7 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. N0. 207 94 EA SHOWN ON THESE DRAWINGS. ---- - 8 INSTALL RESIDENTIAL LIGHTING 9500 LUMEN PER COUNTY OF RIVERSIDE STD. NO. 1000 19 EA HEMLOCK St. CITY LIMITS 9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 6 EA MAp 10 CONSTRUCT GUTTER DEPRESSION, CASE C , PER RIVERSIDE STD. NO. 311 1 EA LEVA ON: 14 0.8 11 CONSIRIICT MODIFIED CURB OURET WTrA CURB OPENING-31 PER COUNTY OF RIVERSIDE STD.N0.308 1 EA INDEX MAP DATE: 1970RIVERSIDE COUNTY DESIGNATION: E-74-70 SCALE: t'-100' DESCRIPTION., 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE GIP QL'(ERIJAT / INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE STORM DRAIN IMPROVEMENT IK 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN Lb 30 CONSTRUCT 48' (I'Cf TORM DRAIN PER RCFC h WCD SPECIFICATIONS 506 LF RAW CL R/W SOILS ENGINEER THE TOP OF CONCRETE POST E-14-70. I g V 31 CONSTRUCT 30' RCP STORM DRAIN PER RCFC k WCD SPECIFICATIONS 966 LF RIW PACIFIC SOILS ENGINEERING, INC. C 30' 30' 5' 5' 7715 CONVOY COURT w Z 32 CONSTRUCT 24' RCP STORM DRAIN PER RCFC k WCD SPECIFICATIONS 111 LF 10' 20' 20' 10' _2% SAN DIEGO, CALIFORNIA 92111 BASIS OF BEARING: I N 33 CONSTRUCT MANHOLE N0. 2 PER RCFC k WCD STD. DWG. N0. MH252 4 EA I 5' 5' o N 5' 5'I TELEPHONE: (858) 560-171J THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, ?� GRID BEARING BETWEEN N.C.S. STATION 'WILDOMAR'AND N.G.S. STATION 34 CONSTRUCT CATCH BASIN N0. 1 PER RCFC & WCD STD. DWG. N0. CB100 1 EA o o ti' SIDEWALK IS ADJACENT TO 35 CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET 9 1 EA - � I -].7x LEVEL LINE 1_7& I „Z% R/W WHEN IN FRONT OF LOT METZ I.E. N06'21'37E THE COMBINED SCALE FACTOR AT CP 2015 1'•� ?•� OWNS DEVELOPER IS 0.99989774 AS SHOWN ON TRACT MAP 29568, M.B. 29911-5. m 36 CONSTRUCT 48' RISER PER DETAIL ON SHEET 9 1 EA R/W PARDEE CONSTRUCTION COMPANY GRID = GROUND x COMBINED SCALE FACTOR I p; �/a 37 CONSTRUCT CONCRETE COLLAR PER RCFC h WCD M803 1 EA ZSEE DETAIL A SEE DETAIL A ;�j 70880 WILSHIRE BLVD., SUITE 1900 LOS ANGELES, CALIFORNIA 90024 �5 38 CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET 9 1 EA TELEPHONE. (310) 475-3525 INDEX OF SHEETS7 •QUANTITIES SHOWN ARE FOR BONDING PURPOSES. CANOPY LANE, WHISPERING WILLOW DRIVE, SHEET 1 TITLE SHEET WITH VICINITY MAP COTTAGE GLEN DRIVE, WINDEMERE DRIVE & DEwALK IS ADJACENT To SHEET 2 THRU 6 STREET PLANS CURB WHEN ALONG SIDE OF LOT IRONBARK COURT SHEET 7 THRU 9 STORM DRAIN PLAN 60' R.O.W. - THRU LOCAL STREET DETAIL A NTS NTS WDID #833C300693 p p NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: iOFESSIp _ N 2 I I sNTc,.rN/sro ,yo.�avtivEc'mcsP �I of o1,1•+ CERTIFICATION: ���,SEP" HgRr�� 1VOONV CITY OF LAKE ELSINORE SHEET: � (rg�rO s- THESE PLANS HAVE BEEN REVIEWED FOR COMPLANCE WITH THE ` ,� 2 TRACT N O. 30492-2 & 30492-3 J (^ CIVIL ENGINEERING 9 n APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CRY No.29242 A LAND PLANNING STREET&STORM DRAIN IMPROVEMENT PLANS OF, 9 O O O 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING yy� 5 * eoew,3-31-2007 1181 CAUFORNIAAVE. -STE.102-CORONA,CALIFORNIA 92881 - -O � * 1WN12Bo-4144 Fnxl9oel2ewlso TITLE SHEET FILE NO. TWO WORKING DAYS 6 wylklaNu O l R.C.E.N0.26603 DATE RCE 29242 BEFORE YOU DIG 7 FOF 0p�\FO 9'-I111-4> JOESE H IARTGE LICENSE N0. DATE W,O. FOR: F.B. pk IL*AhL..A.rl.- IF{A 911 o! 0 *V ok htA &�lFn1T .�3/S/off /4t.7S I _ - _ �,6 +aD .: N' O NI .. _ , I -32,04 N 43.71-CA 4OF Y L kNE � • .N N +� _ r nN apN - ^� - N 91 Z m PROP S .N - N 80 r 9 9 ID 17 12.2 IN R D n � 3y, - - _ - - .-- -- __ _:... +h _. ... } - _ ._. _. oja'/4 `ya 4 4 4 ,_ - P --- . Y - T _ " .:. _ - - I PROFLE BCALE 37 91" FIOhQ/ M1 40' -- YBiG/ iti 4' __ - _ 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 9 7 7 10 1 1 12 W TRACT 30492-3 c1 N O 14 15 1 7 c 0 7 20 m /GZ7 Q H O7 13 � O 7 O 16 7 7 O,N -IoN M 19 ro O �aN n 7 7 00 8 T7, Q1o �_vI7 d c 3 * �4 0; " cZ 3 �I . TREETOPaI4�9� m +c/ n elN Lin a on S o + }X =7 CHEET 5 I+ II t0 J MI O 3-tD J I /y. (� n SEE Nf- MIV3 MU3 I +ION a I h��. O / 7 3?x3j V L 3 .- ?7JfTC I 5N I MIU3 UM�� Mln I I 5 nc�; I 'n 5 �xCO�° 40 \ 6C r �� -J3 / /;A;3'14'57" W / / ate' .. •; N ; - 17 26.83FL / 3 fC t /•60 @(,of 5 34+91.39 4� C ECR78.04 ' $I 5 e o I + 5 S3 * n rn BCR xS=5.5' SEE SHEET 6 �Iyy °SIN �Icr �'�� 22C w V .� 3• + J II n M U= Z W vi oD O '04 92 4 WINDEMERE DRI 4 �6.3+10 I�Ni n1�3 ,^� U3 3 a CC O 6y 8 XL=6.6' L= rj3 n�; 39 g 304 33 TRACT 30492-2 92�54 ?0 \�0 93 TRACT V -+ + �! 41+43.71-CANOPY LANE= J O Wz,s! � BOUNDARY 25 24 23 6 22 "� 21 38 �x / 27+38.23-COTTAGE GLEN DRIVE 'ea�T ( ) 94 TRACT 30492-3 N00'44'1 E I � o CANOPY LANE _ CONSTRUCTION NOTES_ LEGEND ABBREVIATIONS: NOTE: cu DATA I ABLE Cu VE DATA TABLE UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK ADD 1500 TO PLAN VIEW ELEV. CURVE RAD LENGTH DELTA TAN CURVE RAD LENGTH TAN DELTA [ �1 -CONSTRUCT 6" CURB AND GUTTER TYPE A 6 COUNTY OF RIVERSIDE STD. NO. 200 RIGHT OF WAY BC BEGIN CURB HP HIGH POINT ADD 1000 TO PROFILE ELEV. A 25.00 37.91 86'53'04" 23.68 K 110.00 19.65 9.85 10'14'14" � 2a^_ BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE -CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A B 25.00 38.75 88'48'34" 24.49 L 60.00 103.62 70.19 98'S7'01" I cp LOT LINE BVC BEGIN VERTICAL CURVE N'LY NORTHERLY � So-CONSTRUCT 4" A.C. OVER 7"A.B. PER SOILS ENGINEER RECOMMENDATIONS --- CENTERUNE C.L. CENTERLINE O.C. ON CURB C 280.00 165.40 33'50'44" 85.19 M 110.00 25.28 12.69 13'09'58" DWY. DRIVEWAY O.G. ORIGINAL GROUND D 763.00 181.56 13'38'02" 91.21 N 35.00 48.65 29.18 79.38'07" 4D-CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 Qt LOT NUMBER EC END CURVE PI POINT OF INTERSECTION E 803.00 188.03 13-24-59" 94.45 P 55.00 76.44 45.85 79'38'07" CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATION AND WIDTH PER PLANS) CURB RAMP ECR END CURB RETURN PRC POINT OF REVERSE CURVE F 300.00 230.31 4859'07" 121iE 16 6 INSTALL BLUE REFLECTIVE MARKER ADJACENT TO F.H. AS REQUIRED BY THE FIRE DEPARTMENT 0 CONCRETE SIDEWALK EP EDGE PAVEMENT PVCC POINT VERTICAL COMPOUND CURVE G 320.00 203.90 36'30'31"EVC END VERTICAL CURVE RAD. PT. RADIAL POINT H 783.00 242.19 17-43'20"To-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, WIDTH PER PLAN O ASPHALT CONCRETE PAVEMENT E'LY EASTERLY S'LY SOUTHERLY 125,0039.27FL FLOWLINE ST. LT. STREET LIGHT 90'00'00" AS-Bu I LT- INSTALL STREET LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 STREET LIGHT FH FIRE HYDRANT TAN. TANGENT J 25.00 39.27 90'00'00" 1 Inch- 40 tt LTFH FIRE HYDRANT FS FINISH SURFACE TC TOP CURB 40 ° 20 40 80 700 9 INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 T SIGN V.C. VERTICAL CURVE W'LY WESTERLY GRAPLQC SCALE(IN� D o o O CI NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: �oFEssloNq _ CITY OF LAKE ELSINORE N a 1u CERTIFICATION: ���y�P1+ NARl�� - 2 I / THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE ci�o c��` 'CIVIL ENGINEERING TRACT N O. 30492-2 & 30492-3 6� 3 APPROPRUTE CONDITIONS OF DEVELOPMENT AND/OR CRY No.2s24z `n LAND PLANNING STREET&STORM DRAIN IMPROVEMENT PLANS OF: 9 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING 5 L1 + mew-3-31-2007 * 1181 CALIFORNIAAVE. STE.102•CORONA CALIFORNIA 82881 YM I e 2 s _ (909)280-4144 FAX(W9)2804150- CANOPY LANE FFIOM 31+33.54 TO 41+43.71 FILE NO. 6 RA D O NELL, R.C.E.NO.2880J DATE �' �P T BEFORE YOU DIG WO WORKING YS 7 �rf OF'CAI� � _�""` RCE?9242 `/-/(,►U� JOESEP HARTGE LICENSE NO. DATE' W.O. 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UNNil ER�GRO ALERT NWMFk SM. IME (� / '; , pp'';iph 1'Ca��IC`!Se s E: i�:z • • I ©N IMEN -_-_ . 'C:1:3:�.::�: a=:�.2 dd.Ca38ad40 - ♦ • ; • CAL 8OO•EE ©INE MEIN .L,.•. . .'I . . •• .,.• -- - — — — , ©_ IMME SESSION .r OR IMEN IMMENSENESS . . i _ - - - _ _ - _ - - - 12'V.. PI-540 80 1 O C Oe -- _ _ _. - - _ +M 7 m � N I O.0 .I. 40.4 Li - _ R . WL . .- - I _ T OD OF 0VR3E A I N PROFLE BCALE --TIER = 1ER D-r- 4' _. _ 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SEE SHEET 4 m G] j A -1 A I A TRACT 30492-1 7R.4C7 304 2-2 MATCH LINE 19+00.00 TRACT 30492-3 NOTE: � � C O 18+79.66-EC ADD 1500 TO PLAN VIEW ELEV. CURVE RAD LENGTH DELTA BEARING TAN 77 8 81 18 FL 63 ADD 1000 TO PROFILE ELEV. A - - 99 75 76 7 7 78 7 7 79 80 7 n ro _ FCC BC 1CL DWY6 7 B _ 41.04 N08'28.00"E 7 O ao Q� Q NQ + W=16'17 C 41.65 NB0*14'18" D 110.00 19.65 10'14.12" 9.85 I `c- O1I �' •I � 'R n� 11 ni °D +IU3 m 3 E 60.00 113.06 10758 02 82.53 TRACT +Io`� ,rlo�o rp lo` �I aD m oo +J mlo'r n 18+4. 4 C F 110.00 19.65 10.14'12" 9.85 n BOUNDARY M II $ u + + �� + n -� TRACT (TYP.) ^c 3 �I ; nl EC 9 1 18+41.25 7 G 35.00 53.45 8729'38" 33.50 6 5 I �I 16 r 9 BOUTYNPD; Y H 55.00 83.99 8T29'38" 52.65 5 .), 9 I W-2Fr27' L ... _. U ..., -.-I U i W W I -g.. --' ----' o -- --8-w .26TC H 0` 1 g+21.7 1 `I 5' _ 64 2 NmtID T i t 3 $`•' St N 01,.E 46_....- 13'W..�j( T__6FL 1 _ E 5 6 8 ,, _ _ _ -' .. Z�Ocp� 99TC p 38.4'TC 3 .1"4T5y le I B o U 47 i ..- IN I I YIy N I I I m W •I 7 I f° ri 3• {� _ M}} •• .IT• Oil3- 12+CL 104.03-WHISPERING WILLOW DRIVE \ N `T to ~I "0 ~IJ3 5 xloN °�° I� m oN + IOON 27+68.74-CANOPY LANE •`' nlcJ.>3 ~Ici3 �^,�J lIIID �1I"'1 1n'1�I��j3 'I +'III n-o 10 - U3 �, po ~NV �l \l r I �c13 IU3Ij3 7 7 STORM DRAIN /JN 8 EASEMENT 20' WATER EASEMENT 7 74 73 72 71 7p 69 B8 67 66 O w O I O I I I I � D WHISPERING WILLOW DRIVE Z w� Z CONSTRUCTION NOTES: LEGEND ABBREVIATIONS: � to-CONSTRUCT 6"CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. N0. 200 UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK ggg RIGHT OF WAY BC BEGIN CURB HP HIGH POINT ///So-CONSTRUCT 4"A.C. OVER 7"A.B. PER SOILS ENGINEER RECOMMENDATIONS BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATION AND WIDTH PER PLANS) __ LOT LINE BVC BEGIN VERTICAL CURVE DNTY.C. NORTHERLY - CENTERLINE C.L. CENTERLINE O.C. ON CURB I 7 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207,WIDTH PER PLAN DWY. DRIVEWAY O.G. ORIGINAL GROUND Q1 LOT NUMBER EC END CURVE PI POINT OF INTERSECTION Bo-INSTALL RESIDENTIAL LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 CURB RAMP ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE o-INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. N0. 816 EP EDGE PAVEMENT RAD. PT. RADIAL POINT CONCRETE SIDEWALK EVC END VERTICAL CURVE S'LY SOUTHERLY AS-�UI L7 11 CONSTRUCT MODIFIED CURB OUTLET (VERTICAL CURB OPENING=37 PER COUNTY OF RIVERSIDE STD. NO. 308 ASPHALT CONCRETE PAVEMENT E'LY EASTERLY ST. LT. STREET LIGHT }{ STREET LIGHT FL FLOWLINE TAN. TANGENT FH FIRE HYDRANT TC TOP CURB 1 Inch- 40 R VFH FIRE HYDRANT FS FINISH SURFACE V.C. VERTICAL CURVE m 7°° + SIGN W'LY WESTERLY GNAPEQC SCALE(IN MMT) p o e 0 p NO, DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: 1 /w/Qo A-- Bul -I CERTIFICATION: oeR°HESH'°"q� CITY OF LAKE ELSINORE g 2 ti4Q�gF,P A,pTFy� I �L. SHEET: THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE ,� 2 TRACT NO. 30492-2 & 30492-3 �' � 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY N�0 42 LAND PLANNING VIL ENGINEERING 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING STREET 8�STORM DRAIN IMPROVEMENT PLANS OF: 9 z a e 5 • m w�3-31-2007 1181 CALIFORNIA AVE. STE.102•CORONA CALIFORNIA 82851 f�l� WHISPEFUNQ WILLOW DRIVE ds�- 7 U, (9D9)2804144 FAX(909)280-41 W TWO WDRKING DAYS 6 D SDONNELL, R.C.E.N0.2S 0A1E �qr CIVIL R- �` RCE 29242 q-to�Ej F tOM 12+�..�TO 19+00.00 FILE NO. BEFORE YOU DIG 7 FOF CAL\E° l� JOESJOESE F�RTGE LICENSE NO. DATE W.O. FOR: F.B. o nu nos I a F7;t2o . . I 12 V. . O N f _ GU W C.L. a c o ? W 1. O.0 3 0.j. "0.. 1 .65 4.04 4'V.0 •. . . . .I. 40.4 r I � m U U "PROP. WL OT - _ O O R E A I N PRORL.E KCAL E -0 Ole RZ �:� r- 4' 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 T SEE SHEET 4 NOTE: E< TRACT 30492-] TRACT 304 2-2 MATCH LINE 19+00.00 TRACT 30.492-3 CURVE RAD LENGTH DELTA BEARING TAN O 18+79.68-EC ADD 1500 TO PLAN VIEW ELEV. 81 88 FL ADD 1000 TO PROFILE ELEV. A - - - - 63 _ O 79 8 7 ,n F 18+75.7� B = 41.04 NOS'28'00"E - I 99 7 75 76 7 O 7 77 78 7 7 80 7 � - 6jG „ BC CL DWI 7 C 41.04 N80.29'58"W _ Q M M O" n 5 W=k61 I�' D 110.00 19.65 10'14'12" 9.85 �� oil M nQ 11 N Qo +i��l n m 'y 06F E 60.00 113.06 107'58'02" 82.53 7 I - TRACT d i � 6i , � n �, n BOUNDARY n o° 0D 00 nQ +J ° F t 10.00 19.65 10'14'12" 9.85 O _ -1 / �� MIJ II ^I 0 } I `.' +o" �I " `I o �JII 18+47,84 C 18+41.2s O TRACT G 35.00 53.45 8T29'38" 33.50 EC TYP. + �3 9 g 1 E CL DWY 7 BOUNDA Y H 55.00 83.99 87'29'38" 52.65 F- i 1c 6 5 $9T1 - I W�5:27' MID.) U 64 ---w 2 �N�OD 1 1 3 9l N.101-4613' W 91 _ Il 38J6FL E 5 8 ..- -- - ~�> �' -2&&1fS99T0"SS-.- ...._ 1 -N 7. TC p8-S°'38.41TC ---- ZoOpD 37.91FL 3 .14T 8x B 4. 411) _ �.- , m w i qlk�� 5 , � �CL � j r�12+104.03-WHISPERING WILLOW DRIVE - +I.- ai�N . '±".3 +, pp0 io w,ocv27+68.74-CANOPY LANE n II + "' '^�3 + � + II J3F°•�T 17� �lJ +N� b 7 F7 5 STORM DRAIN8 EASEMENT 20' WATER EASEMENT 74 73 72 71 70 69 I 68 67 66 11 ; I I WHISPERING WILLOW DRIVE CONSTRUCTION NOTES: LEGEND ABBREVIATIONS: 3 &CONSTRUCT 6"CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK RIGHT OF WAY BC BEGIN CURB HP HIGH POINT 0-CONSTRUCT 4"A.C. OVER 7"A.B. PER SOILS ENGINEER RECOMMENDATIONS --- BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE LOT LINE BVC BEGIN VERTICAL CURVE N'LY NORTHERLY �5 -CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. N0. 401(LOCATION AND WIDTH PER PLANS) -_- CENTERLINE C.L, CENTERLINE O.C. ON CURB 7O-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207,WIDTH PER PLAN DWY. DRIVEWAY O.G. ORIGINAL GROUND Q LOT NUMBER EC END CURVE PI POINT OF INTERSECTION o-INSTALL RESIDENTIAL LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 CURB RAMP ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE 9o-INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 CONCRETE SIDEWALK EP EDGE PAVEMENT RAD. PT. RADIAL POINT EVC END VERTICAL CURVE S'LY SOUTHERLY f\S_�UI L-r it CONSTRUCT MODIFIED CURB OUTLET (VERTICAL CURB OPENING=3") PER COUNTY OF RIVERSIDE STD. NO. 308 0 ASPHALT CONCRETE PAVEMENT ETY EASTERLY ST. LT. STREET LIGHT STREET LIGHT FL FLOWLINE TAN. TANGENT i inch= 40 f1. u" FH FIRE HYDRANT TC TOP CURB ao 0 20 40 eo 160 17R1 FIRE HYDRANT FS FINISH SURFACE V.C. VERTICAL CURVE �- •► SIGN W'LY WESTERLY GRAPHIC SCALE(IN FEET) o D e o 0 D @M� NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: t lobe AS-QUILT r a CERTIFICATION: oQR°FESS'°"q< CITY OF LAKE ELSINORE 3 ° �F, pH Hq F -.. :.. _. ___ _ - - SHEET: �a�� s y°ham ��`? CIVIL ENG NEER NG TRACT NO. 30492-2 & 30492-3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �; � n�OO APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY N0.29242 LAND PLANNING STREET&STORM DRAIN IMPROVEMENT PLANS OF: 9 O O O 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LANE)SURVEYING e e 5 * enew:3-31-2007 �- 1181 CALIFORNIAAVE. STE.102•CORONA,CALIFORNIA92881 WHISPERING WILLOW DRIVE I�a�vs,.�..�/y I%01.../G/ _(909)280-4144 FAX(909)2804150 FILE NO. TWO WORKING DAYS 6 RA1l''A�f N__D ODONN.,'R.C.E.N0.26603 DATE TgrFOFICAL\F°Y�`P ``..[�[�eeeea�y.ycc RCE 29242 q_ru-o3 FROM 12-F84.58 TO 19+00.00 BEFORE YOU DIG 7 JOESEP"H�HARTGE LICENSE NO. DATE W.0, I FOR: IF.B. j .. .. ,: 0 C. O.0 NI - Y UMI - _ N __ _. _ _ - - R B R -Z • • 7 U R S _ - Go n� M M OM O 1 y 10 0 00 IR -- � CC F m G o OG CL. - - - - O tw!2 Z rn o - - W 00.-M - - -_ _ d_ :. .. - ll - ## -. W _ - - _ --- -- .- _ -` - .-. - - - all FFF - I 2 W I ,fI - I / P O C�J B EL 1 N= PROFrE SCALE - Nor T- 4' 0b 19+00 20+00 21+00 22+00 23+00 24+00 25+00 28+00 27+00 10+00 11+00 D TRACT s' E TRACT 30492-2 /-BOUNDARYO 38 z 33 A 82 32 33 T 37 Q7 7 ti t 20 201 x 6 +� IRONBARIIK COURT n a x =6' �I -- : - - - - 34 m x-i5 4 SEE SHEET 6 4 x =s.s' xL=s�a M0 +� x_7 N 0+32.03 L- x-s.s m SEE PLAN RIGHT Ym 0 00 6 sT. LT. WINDEMERE DRIVE L N olo� go 7 7 21+22.03 m II + o 5 6 ECR :.,'...•,• 0 `• 5 g 4+L1.71 6 N� n�II - +o8 35 v0� • ."�.. - L T in ST. 6 j �I ZI 5 to 2T --- __7t-� 933.23TC.._ ? • W U' 6 LaJ - 0 LL 04W 0_ I 3.77TC 3.9 C ® - W Q W 0039 - . �. F~- L _. W 3•$�-�2• U) -s _a _ i W 3.54TC t C.L• DWY I ,I. .. I �. I .. =U) CL INT. 3.04F .79TC n• _ W-16' 7 I / 5 o�' I I I I 23+87.41 COTTAGE CLEI DRN= I 5 I 23+87.41-COTTAGE GLEN DR.U I (p �Im �I3i° o �I _ uyppI "-I ^�;Om''I I n}} mI 10+00.00 IRONBARK C� RT •cl nl •o}} cQc 10+00.00-IRONBARK COURT_ T i. OIO� U W OION M t2L, � N NIQm yip C7o I i N ^13"`G 6 A J + ^3 i° m oo U3 1/N/I�)U; W� NU3 NIO� N ; NNNJII +JI �JII I +10� OfION Jn OII I V �O NU3 NU N NV; NU3 NU3 + N N(J3 NV'T +NN U'T O B (17l I • Y I II r1'l r'7 6•L 1 3 7 V N U 3 V 6 V +� ro 7 63 62 61 o 8 60 1 ' STORMDRAIN O 59 58Jr7 5 54 � 53 52 51 '3 36 I 5 O N TRACT 30492-3 + + 56 O O UN I O j J I 37 I O COTTAGE GLEN DRIVEi .: IRONBARK COURT z CURVE RD LENGTH DELTA TAN , z CONSTRUCTION NOTES ABBREVIATIONS: 1 25.00 39.27 90.00'00• 25.00 z 1�-CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 LEGEND A.C. ASPHALT CONCRETE GB GRADE BREAK J 25.00 39.27 90,00,00" 25.00 i UNDER SIDEWALK DRAIN BC BEGIN CURB HP HIGH POINT K 25.00 46.15 105.46'33• 33.04 2 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. N0. 209 AND 209A BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE L 25.00 46.08 105.36'19• 32.94 I\v\ RIGHT OF WAY BVC BEGIN VERTICAL CURVE NTY NORTHERLY 3 CONSTRUCT 4"A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS M 38.00 140.19 211.22'53" 135.27 NOTE' LOT LINE C.L. CENTERLINE O.C. ON CURB / 4 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 --- CENTERLINE DWY. DRIVEWAY O.G. ORIGINAL GROUND 5 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATION AND WIDTH PER PLANS) 01 LOT NUMBER ECR END CUREc END VERETURN PI POINT POINT OFINT VERTICAL COMPOUND CURVE ADD 1500 TO TO PPLAN VIEW LE ELEV. INSTALL BLUE REFLECTIVE MARKER ADJACENT TO F.H. AS REQUIRED BY THE FIRE DEPARTMENT. CURB RAMP EP EDGE PAVEMENT RAD. PT. RADIAL POINT To-CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, WIDTH PER PLAN CONCRETE SIDEWALK EVC END VERTICAL CURVE S'LY SOUTHERLY E'LY EASTERLY ST. LT. STREET LIGHT BO-INSTALL RESIDENTIAL LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 0 ASPHALT CONCRETE PAVEMENT FL FLOWLINE TAN. TANGENT As-t3ui LT FH FIRE HYDRANT TC TOP CURB 1 inch- 40 M go-INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 STREET LIGHT FS FINISH SURFACE V.C. VERTICAL CURVE b 0 20 40 m ISO 27FH FIRE HYDRANT W,LY WESTERLY T SIGN GRAPHIC SCALE(IN P'EECI') ®�p 2 N0. DAZE REVISIONS APPROVED BY DATE CITY SEAL AL u 2 66(08 - D S CERTIFICATION: PH HgNq(F PREPARED BY: j CITY OF LAKE ELSINORE pROFESSlO ti``' yE Rr ti� SHEET: 4 6 1� 3 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE `'�� c�2� I CIVIL ENGINE ERING TRACT NO. 30492-2 & 30492-3 4 APPROPRIATE CONDITIONS OF DEVELOPMENT MO/OR CITY o; No.29242 A LAND PLANNING AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING STREET&STORM DRAIN IMPROVEMENT PLANS OF: 9 9488 5 * enew,3-31-2007 * 1181 CALIFORNIA AVE. •STE.102•CORONA,CALIFORNIA 928B1 COTTAGE G1LEN DRIVE S (B00)280I114 FAX(909)280-4150 TWO WORKING GAYS 6 rc,.>71rc�ND OD0NN 18 9 'D4TE0? �q7. CIVIL �y�1�P _ FROM 19+00.00 TO 26+50.00 FILE NO.BEFORE YOU DIG 7 FOF CA F0 l l RCE 29242 __ _�k IROMARK couFrr FROM 10+00.00 TO 10+9271 JOESE H HARTG LICENSE N0. DATE 1 W.O. FOR: F.B. a ,.. 4 44 4 /4 .. o g O 4A, [AA + N•L N .. R BUNK tUNKIN UIJLKI .'. -- 4- w O 10 0 00 EU JR NB RK C UR OG CL. o c + orn o G "N UY MM. o N� S. 0 .L v1 rNj oo� �i .I. 53 :3': OS - O W g li1 u? n M W owl E 44 P O C B E 1 N- PAORLE SCALE HOWD T- 40' VELD r_ 4' 4E - - 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 10+00 11+00 TRACT 1 6' TRACT2 /-BOUNDARY 33 N \t 37 38 T omi zo 6 201 1 '=6' ; .,, _ x-s +� IRONBARK COURT" 4 x =s' 4 x -s.s' �� m SEE PLAN RIGHT +� x-7 �,N 7 34 SEE SHEET 6 4 XL=6.5 N v L- o .2 �I WINDEMERE DRIVE + 11 3 y` O ST. LT. 20 21+22.03 �1O.IIo3 N 11 O O g ECR gG ECR 6 5 g 24+41 71 8 6 5 I O O W O - 6 '.'..a. _ ST. LT in J 1 _ - . F)o - .. - .. , h ---1-?�N--- 1 .36.32T 0 34.82 T _- .T- 0 337 __ 33.23Tr. 12' W 1 F - 03582FL 3.42FS---21 9 22_ ------ ra I3.2 2 $" 2 F� -3 f 25 t2"W _0 6 04W n ® I 3.27fL 33 L _ I - _ W- "S -- 3- -- ---0---- ----- - N-8&'F5'50"-W--B"SS-'- 3- ,Z ' 1 ------ -N -_ IT� - Z Q W 'A 00.39' 3" z i 1 35 W J J W U - -- -- C.L. DWY W 8"SS T 0 (n= N.. 3.04E .79TC ti STW=16' 7 _ CL NT U I I I I CL INT I U 23+87.41-COTTAGE GLEN DR- •29FL CT ~ 5 o 23+87.41 COTTAGE GLE DRIV= 5 I I- I 37 Q o ml OI ^I 10+00.00-IRONBARK COURT - j- m } } 10+00.00 IRONBARK CO RT .n Q �130N N 3lp J O '- W W yy N 3i0 nJ�I W M 3" Ih In_ tDl NI '.:t C 6 U3 +10 Il W W OI�N oJl3i0 +1011 + +ION +ION T10� O_ -1�_ �'QN J J3 N J 1I M J 11 M J It �U II + tD J 11 NU N NU3 N V3 N V3 �I30N NU3 N 3 ,p�N U3 I �_ b 5 \\6O M 7 7�c� G z b N�3 "� m y + 11 , N 0�3 7Nlc-li3 �, 7 8 77 am roo 7 O63 62 61 0 0 60 58 1 ' STORMDRAIN IVJI �c 3N 36 0 O Z^ ? 0 59 O 57 SMENT 55 54 53 52 51 7 O TRACT' 30492-3 Jo o 56 O I 37 UN•- COTTAGE GLEN DRIVE JRONBARK COURCUM DATA LE > ~ CURVE RAD LENGTH DELTA TAN CONSTRUCTION NOTES: ABBREVIATIONS: 1 25.00 39.27 90.00'00" 25.00 LEGEND A.C. ASPHALT CONCRETE GB GRADE BREAK J 25.00 39.27 90'00'00" 25.00 3 To-CONSTRUCT 6" CURB AND GUTTER TYPE'A-6 COUNTY OF RIVERSIDE STD. NO. 200 BC BEGIN CURB HP HIGH POINT K 25.00 46.15 105'46'33" 33.04 2O-CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A -__ UNDER SIDEWALK DRAIN BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE L 25.00 46.08 105.36'19" 32.94 RIGHT OF WAY BVC BEGIN VERTICAL CURVE N'LY NORTHERLY M 38.00 140.19 211'22*53" 135.27 �3 -CONSTRUCT 4" A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS LOT LINE C.L. CENTERLINE O.C. ON CURB NOTE• ®-CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 --- CENTERLINE DWY. DRIVEWAY O.G. ORIGINAL GROUND EC END CURVE PI POINT OF INTERSECTION ADD 1500 TO PLAN VIEW ELEV. CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401 LOCATION AND WIDTH PER PLANS (: LOT NUMBER ADD 1000 TO PROFILE ELEV. ( ) ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE 6 INSTALL BLUE REFLECTIVE MARKER ADJACENT TO F.H. AS REQUIRED BY THE FIRE DEPARTMENT. CURB RAMP EP EDGE PAVEMENT RAD. PT. RADIAL POINT 7 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, WIDTH PER PLAN CONCRETE SIDEWALK EVC END VERTICAL CURVE ST. SOUTHERLY /� b E'LY EASTERLY ST. LT. STREET LIGHT /"\S-UU)L'1' ASPHALT CONCRETE PAVEMENT FL FLOWLINE TAN. TANGENT 8D-INSTALL RESIDENTIAL LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. N0. 1000 �-� [seen= ao [L ^ FH FIRE HYDRANT TC TOP CURB +o o so 40 eo lea L l INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 STREET LIGHT FS FINISH SURFACE V.C. VERTICAL CURVE ):IFH FIRE HYDRANT W'LY WESTERLY mm SIGN GRAPHIC SCALE(IN FEET) NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY:0 0 1 QROFESSIONq� _ CITY OF LAKE ELSINORE ¢ ALEW 6ho 0$ - U Lr t' S CERTIFICATION: �G pN Hq f SHEET: 0ALL�ITOLLF 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE h�G� �rF�c? CIVIL ENGINEERING TRACT NO. 30492-2 & 30492-3 c ^OO 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.29242 A LAND PLANNING STREET&STORM DRAIN IMPROVEMENT PLANS OF: 9 U O O 4 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING enew:3-31-2007 * 1181 CALIFORNIA AVE. •STE.102•CORONA,CALIFORNIA 92881 COTTAGE GLEN DRIVE R 1 /�J� if s ( ) FROM 19+00.00 TO 26+50.00 FILE NO. TWO WORKING DAYS 6 RAYAT0 ODONNELL, R.C.E.0�28603 9-7 ATEo3 l9 CIVIL �@ (909)2804144 FAX 909 280-4150 i BEFORE YOU DIG 7 PFOF CAUFG� =1� ► RCE 2s242 �,._.lei-rl� IRONBARK COURT FROM 10+00.00 TO 10+92.71 JOESE H HARTG LICENSE NO. DATE 1 W.O. I FOR: IF.B. ok/1�h A 9 I oa i.. _ - -0. _: .. - _ - '71- 11 m _ 0.- _-. _ci V + g All A • S TER + o PIRCP)SEQa _ O uwj 77 .. _ _. 1 4 4 .. 9 pp - _. - N - 11 85. 0 Z - _. _ .. -. N - - - C - mm -. - - W - - - - I N .. N _ PROFi_E SCALE - „ - Now: r- 40' ►eru r- 4' - _ - 27+00 28+00 29+00 30+00 31+00 10+00 11+00 12+00 i Z 39\\ lI -� a I C B40 T7� 41 42 E A,U XS=6.2' nZ m4XS=6.8 5 XL=5.3 4 27+82.40 6 + XL BCR92.10 :' Fp4, 9 ECR 7+ 4.40 I B N I U; in \O1 w 5 N m ,C 4ir. 22 I �' Z FL O 1 10 N ': '. Si. LT^ ` .:.•• t0 9• Q . C• C 8 w.1o,v,3 TRACT 30492-3 s. L . -0 26.06T a: y{D 1 w �Z 11 85' 1 -- -- ---- - O U `\, 10+00.00-TREETOP P LANE n ` w 3 Z 0' CL INT. I _ 26.88TC$- 26.42TC UI GB _ = W@?0 - \T7vv^//11 21 W N N ,... .....:.:-:: .,�... ,..-, ..• ........ . ' ,;...: � ,.. �� n .:.-. 1+85.00 TREETOP LANE 75 Oj 17+10.94 COTTONWOOD CANYON ROAD N 1 5 �a 3 1 Pr (n $ oMo )C4 ON O. m IO m1 T J^IOU) 'N U3 I oo!° ld; + II +lII3T7,51 50 } 9 48 ��; �U N NIU; NIU; 7 TRA 30492-3 8 v VJ B llJ7JJ� lJ7J� CL INT. 7 47 46 44 38 I 27+38.27 COTTAGE GLEN DRIVE 4'S 39 ` COTTAGE GLEN DRIVE TREETOP LANE i CONSTRUCTION NOTES: CURVE RAID LENGTH DELTA TAN E �� to-CONSTRUCT 6"CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. N0. A LEGEND ABBREVIATIONS: NOTE: E 184.35 82.14 25'31 48 41.76 //,,,,W to-CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. N0. 209 AND 209A N 25.00 43.69 100'08 23 29.87 I Wm UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK ADD 1500 TO PLAN VIEW ELEV. 0 25.00 36.01 82'31 24 21.93 So-CONSTRUCT 4"A.C.OVER 7"A.B. PER SOILS ENGINEER RECOMMENDATIONS -__ BC BEGIN CURB HP HIGH POINT > RIGHT OF WAY BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE P 110.00 49.01 25'31 48 24.92 >_CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 LOT LINE BVC BEGIN VERTICAL CURVE N'LY NORTHERLY Q 38.00 136.31 205'31'48" 167.73 5 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATION AND WIDTH PER PUNS) --- CENTERLINE C.L. CENTERLINE O.C. ON CURB OWY. DRIVEWAY O.G. ORIGINAL GROUND 6 INSTALL BLUE REFLECTIVE MARKER ADJACENT TO F.H.AS REQUIRED BY THE FIRE DEPARTMENT 01 LOT NUMBER EC END CURVE PI POINT OF INTERSECTION 7 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207,WIDTH PER PLAN CURB RAMP ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE Do-INSTALL RESIDENTIAL LIGHTING(9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 CONCRETE SIDEWALK EP EDGE PAVEMENT Sly PT. RADIAL POINT /� {{�� EVC END VERTICAL CURVE S'LY SOUTHERLY AS-B U I LT go-INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 O ASPHALT CONCRETE PAVEMENT E'LY EASTERLY ST. LT. STREET LIGHT 1 fnch- 40 }�� FL FLOWLINE TAN. TANGENT 9 20 1eo 10 tL CONSTRUCT GUTTER DEPRESSION,CASE C. PER RIVERSIDE STD. NO. 311 STREET LIGHT l-t-" FH FIRE HYDRANT TC TOP CURB YJFH FIRE HYDRANT FS FINISH SURFACE V.C. VERTICAL CURVE / T SIGN W'LY WESTERLY GRApmC SCALE(IN P'Sm p =p p NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: AL� ' - CERTIFICATION: �opP°HES;q"q� - CITY OF LAKE ELSINORE 5 2 ti4, ZF' RTF2� I SHEET: 6 3 THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE �� '� ��y� CIVIL ENGINEERING TRACT NO. 30492-2 & 30492-3 9 AND STATE L WS,AND A OF DEVELOPMENT AND/OR CITY No.2s2a2 A LAND PLANNING STREET&STORM DRAIN IMPROVEMENT PLANS OF: 9 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING e a�T 5 * enew-3-31-2007 * 1181 CALIFORNIAAVE. •STE.102•CORONA•CALIFORNIA92881 u� a fib'- wa "' /t-°S COTTAGE c3l_EN DRIVE FROM 26+50.00 TO 30+50.00 6 RA D 0 N R.C.E.N.Y860.T p1TE (909T 280Ita4 FAX(909)280-4150 FILE NO. TWO WORRE KING DIG s 7 �IFOFICAI-\FO�a -��1E RCE 29242 d2 TREETOP LANE FROM 10+00.00 TO 11+85.00 .. JOESE H RTG LICENSE NO. DATE W.O. FOR: F.B. ok Yl� 74 A 9111103 I � a i - -- - - - - - _ C.L. - - - = _ ` - 67 -_ .03: r M or - 505. 2 O - - 1 1 _ .: _. e 01 IN, C N Jill � � N T77 114; 77 T 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 TRACT 84 7 85 7 TRACT 30492-2 92 is °x 13 ' BOUNDARY I 82 Q 7p N 9tJ g 1 < xs� IDS y, 'I 'p1h� w ci 86 7 �. CL INT. O ro r3"m "m ON +'c`r♦ N "�J I p 87 7 7 £ x ' DR I7 II a JII � ^I�; y O 0�"° 17+12.02-WINDEMERE DRI � � W B +U ^ 4r Nw.41 0 W w m 3:1yo m /v3/ 8 n m N IA S�!j 14 y �. n m \� W 9 Nlo•- m g ' w ' ' r x0a'S �Ici3 `o ` ?g699 F�'0 .. .. -.:..: 2.23TC �.' f I . .r k -6 \ \ J. CURVE I ABLE CURVE RAD LENGTH DELTA TAN O60 (n D 31.73FL E 3g5 7 N 5 �F A 380.00 0730 22 O 34.7 TC A o 1 x6 U 1FS--8�S:-- - - 13 O� - B 400.00 0730'22" 8. 5 CL INT. /�s`L4 Wei `lr rl� C 420.00 0730'22" .19 20+77.03-COTTAGE GLEN DRIVE= b 32 3TC `N 88 Fh I `/ D 110.00 10'14'12" 9. I c 777 10+00.00-WINDEMERE DRIVE F�-'e�i"-- - 1 0 1 5 50 51 .. ." F B3'2227w /1 F 60.0000 1 6. 9 •-•t {: E IL o •� G 35.00 B32227 1.17 TRACT 3049 N 5 6 1a+ 5,82 H 110.00 10'14'12 9.85 2-3 8 Im 9 Ec 89 TRACT 30492-3 I !== 333946' 64. o 176{to - Sgg'09'34� 46 5 ��' 25 �\ K 1320.00 33-39.46" 96. 5 .I .W rl N piL 1. t G 4,.04 Zt� �N^ 6.r �`1+ O m oU + + ,� JdIIa f '•BC 14t- Y m 1 J III U; N U; 5 L - Gt.� Z-9'I q YI Y 3 }}-- 5. N 3't H + c�3i 29 t4+�- W m 7 7 - 4 Nio oio� 8 O 7 CL DWV - 1.2 T t4t3 + N +J u ��n .�TRAC: I 32 7 3 1 30 W=28 EC ~"a N�3 8 26 BOU ARY �4+57.71 � O b7 \ SEE PLAN RIGHT 28 27 T CT 30492-2 24 WINDEMERE DRIVE WINDEMERE DRIVE z _ CONSTRUCTION NOTES: to-CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 LEGEND ABBREVIATIONS: NOTE: I UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE - GB GRADE BREAK ADD 1500 TO PLAN VIEW ELEV. 2 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. NO. 209 AND 209A ---- RIGHT OF WAY BC BEGIN CURB HP HIGH POINT ADD 1000 TO PROFILE ELEV. CONSTRUCT 4" A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS BCR BEGIN CURB RETURN M.O.C. MIDDLE RL CURVE LOT LINE BVC BEGIN VERTICAL CURVE N'LY NORTHERLY 4 CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 --- CENTERLINE C.L. CENTERLINE O.C. ON CURB �^ DWY. DRIVEWAY O.G. ORIGINAL GROUND CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. NO. 401(LOCATION AND WIDTH PER PLANS) 01 LOT NUMBER EC END CURVE PI POINT OF INTERSECTION 6 INSTALL BLUE REFLECTIVE MARKER ADJACENT TO F.H. AS REQUIRED BY THE FIRE DEPARTMENT. CURB RAMP ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE &CONSTRUCT CONCRETE DRNEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, WIDTH PER PLAN C CONCRETE SIDEWALK EP EDGE PAVEMENT SAD. PT. RADIAL POINT EVC END VERTICAL CURVE S'LY SOUTHERLY Bo-INSTALL RESIDENTIAL LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 -_..:.::J ASPHALT CONCRETE PAVEMENT E'LY EASTERLY ST. LT. STREET LIGHT 1 I°oh- 40 tL y�" STREET UGHT FL FLOWLINE TAN. TANGENT w 0 29 40 80 ILO O9 -INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. N0. 816 }.{� FH FIRE HYDRANT TIC TOP CURB TIFH FIRE HYDRANT FS FINISH SURFACE V.C. VERTICAL CURVE AS-6u I L_T GRAPHIC SCALE(IN nw) I / � SIGN W'LY WESTERLY / p e p @E NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: ALOU ' a - f CERTIFICATION: �o�°HSH°Nq� = i CITY OF LAKES ELSpINORE 6 N 2 THESE PLANS NAVE BEEN REVIEWED FOR COMPLIANCE WITH THE `'�� Rlc Z� ICIVIL ENGINEERING TRACT NO. 30492-2 & 30492-3 SHEET: 6��0 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY No.2s2a2n LAND PLANNING STREET 81 STORM DRAIN IMPROVEMENT PLANS OF: 9 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING * en-3-31-2007 * 1181 CALIFORNIAAVE. STE.102•CORONA CALIFORNLA92881 ? 6 RAR?1�7t1 N�o 1L R.C.E.N0.?B803 9-/S MTE `rT �P �PI 2�W411,M FAX(909)280.4150 WINDEMERE DRIVE FROM 10+00.00 TO 17+12.02 FILE N0. TBWO WORYIN ➢GYS 7 9rFOFI CA�tF��� / RCE 29242 9_I°-V� JOESE�C LICENSE N0. DATE W.O. FOR: F.B. I 8 ek n;i* 4A4II os m IM M M -0 67 20 7.O •C TTA E LE RIVIll 5 5: 2. el IN- 9 NN ou pOn .35 3:960 NO N = o w -12 + + + Jill N HORZ r- 40' LE VERr: r- 4' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 TRACT 84 Q T 85 's TRACT 30492-2 92 �� sxs 13BOUNDAR 82 ��3 'I �'M 86 7 90 o } x - = 67 GF v� °m+°iN NIO� +ION aloe MIU3 �?� 87 7 7 p� 17+12.02-WINDEMERE uWl �, s CL INT. + N �\ 35+33.96 CANOPY LANE +� DRI W B ow �I�3 �IU3 =lo ^m No U „x O� 8 y �orn \ ,fit �o C9=� I I 1 rna m /"'��•y9 fl'"I �9iL 14 5 W • O aiw n 10 /�y69,9 it \ ?�,. 0� Q W a • 32.23TC CURVE DATA TABLE CURVE RAD LENGTH DELTA TAN 60 �pU) II 34.7 TC A o 1 6TC D 31.73FL E 6g85 7 5 G �� A 380.00 6.62 02'30'22" 8.31 U " ' {Sx-.)('l _ " ,/erg 1� B 400.00 17.50 02'30'22" 8.75 CL INT. I- m - _ /Y- 7-k �o /6 s a C 420.00 18.37 02'30'22" 9.19 20+77.03-COTTAGE GLEN DRIVE= t ES b 32. 3TC F' -;• T10 88 ` •I S � D 110.00 19,65 1014'12" 9.85 10+00.00-WINDEMERE DRIVE " - 8 N - - - G : N _ ' /1 i`'/yp \' �s \ 1 5 E 60.00 108.75 103'50'51" 76.59 1• � F 55.00 83'22'27" 48.98 EC v o G 35.00 50.93 83'22'27" 31.17 19.65 VI uoi I 5 13+85.82 W - 8 H 135.00 1014'12" 9.85 TRACT 30492-3 tq Ec TRACT 30492-3 0 o f m s 'y 89 (W/J 1 \• 300.00 1 4, 3339'46" 90.75 o^ olo w `q 'Ig� a •I m 588'049,'34"E 46 7 ,-�'^ 6 .,m 5 0\+ O , \ J 300.00 176.26 33'39'46" 90.75 O59 o c� + r m o m 41.0 4 K 320.00 96.80 ' m olm •I + II + n �,, 31. C.. 1A+21• m N r'�Id' 25 I�'jiu = U3 � N -`'c�3 30.5L. `BC CL D2q� o ace 0°'•IS� c033 7 7 29 14+15_37 _ H ,a�SB' �riIca .-m mr5m +CL DWY 1. 1A+ +ION ' v�i rTRAC 32 7 31 W=28' 0:7 F EO �3 03 30 a 26 BOU ARY SEE PLAN RIGHT 28 27 T CT 30492-2 24 WINDEMERE DRIVE WINDEMERE DRIVE CONSTRUCTION NOTES: LEGEND ABBREVIATIONS: NOTE: Oi -CONSTRUCT 6" CURB AND GUTTER TYPE A-6 COUNTY OF RIVERSIDE STD. NO. 200 `J CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. N0. 209 AND 209A --- UNDER SIDEWALK DRAIN A.C. ASPHALT CONCRETE GB GRADE BREAK ADD 1500 TO PLAN VIEW ELEV. RIGHT OF WAY BC BEGIN CURB HP HIGH POINT ADD 1000 TO PROFILE ELEV. BCR BEGIN CURB RETURN M.O.C. MIDDLE OF CURVE 3O-CONSTRUCT 4" A.C. OVER 7" A.B. PER SOILS ENGINEER RECOMMENDATIONS LOT LINE BVC BEGIN VERTICAL CURVE N'LY NORTHERLY ®-CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD. NO. 403 --- CENTERLINE C.L. CENTERLINE O.C. ON CURB 1 LOT NUMBER DWY. DRIVEWAY O.G. ORIGINAL GROUND 5 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. N0. 401(LOCATION AND WIDTH PER PLANS) 0 EC END CURVE PI POINT OF INTERSECTION / 6 INSTALL BLUE REFLECTIVE MARKER ADJACENT TO F.H. AS REQUIRED BY THE FIRE DEPARTMENT. CURB RAMP ECR END CURB RETURN PVCC POINT VERTICAL COMPOUND CURVE O7 -CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207, WIDTH PER PLAN 7 CONCRETE SIDEWALK EP EDGE PAVEMENT RAD. PT. RADIAL POINT EVC END VERTICAL CURVE 5'LY SOUTHERLY OB -INSTALL RESIDENTIAL LIGHTING (9500 LUMEN) PER COUNTY OF RIVERSIDE STD. NO. 1000 __-tl ASPHALT CONCRETE PAVEMENT E'LY EASTERLY ST. LT. STREET LIGHT 1 inch= 40 ft. FL FLOWLINE TAN. TANGENT 40 0 20 40 90 160 9O-INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 816 - -c STREET LIGHT FH FIRE HYDRANT TC TOP CURB {2 YSFH FIRE HYDRANT FS FINISH SURFACE V.C. VERTICAL CURVE AS-L u I L-I T SIGN W'LY WESTERLY GRAPHIC SCALE(III FEET) p =0 p @M� NO. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: • o , QROFESSIOlyq� - CITY OF LAKE ELSINORE 6 N4 6l0 - S CERTIFICATION: �o�PH HqR Fy SHEET: @Q�^'17 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE h,05 = Tc�2� CIVIL ENGINEER;N - TRACT NO. 30492-2 & 30492-3 A n�003 APPROPRIATE CONDITIONS OF DEVELOPMENT AND70R CITY N0.29242 P LAND PLANNING STREET&STORM DRAIN IMPROVEMENT PLANS OF: 9 O O O 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING 5 't enew 3-31-2007 1181 CALIFORNIAAVE. •STE.102•CORONA,CALIFORNIA92881 �IfReo elga el_ (909)280-4144 FAX(909)280-4150 WINDEMERE DRIVE FROM 10+00.00 TO 17+12.02 FILE NO. 6 RAYM TWO WORKING DAYS 6ND DATE O'DONNELL, R.C.E.N0.26803 `r�q�. CIVIL �y��P -"� .RCE 29242 7 9�/p•�V1 BEFORE YOU DIG F C O .. OF AUE JOESEPH HAR GE LICENSE N0. DATE W.O. FOR: F.B. ol<, nwle HdA 9 II o3 _ - _ ti - - - - _ o oo rt - _ / O 77. f r - - - la Ac � W. .E. 1 7. H Y - - - 1 y D Lux 1 (L C .. _ .: S T v _ .. _ _ -- _ - ve - - _ '- 2 C 20 -- - - r INS —� . 120.27 F P : . 1 .7 _ P - ST. 7. 5 F F 6 RC if I E PRd3F BOLE : - ►4p�: M1 40 Y61Ei f' 4' _ 1+00 2+00 3+00 4 00 5 00 6+00 1+00 2+00 3+00 SD CURVE BEARING DATAO _ CURVE RADIUS LENGTH TAN DELTA �Ian ', Cw \ \ \ € z A 60.00' 49.06' 25.99' 46'50'48" / \ B 598.00' 194.76' 98.25' 18.39'37" ' SEE PLAN FT \ c CREEK / 2:1�� I C 45.00' 69.08' 43.42' 87'57'19" / I43 44 \ i W000 D zzso' 1e.ss^ 9.90' 4729'11" !( I COLON a !i / -� CONSTRUCTION NOTES: © I� a \ '� '°i N ,n$ i \ CCIP/1LTF.P�fl4T£) N 1 II o 4 cJ N CONSTRUCT 48" RCPISTORM DRAIN PER RCFC k WCD SPECIFICATIONS '\\ 1 0 M 32 CONSTRUCT 24" RCP STORM DRAIN PER RCFC & WCD SPECIFICATIONS I W.S.ELE`I. �\ \ \ 0 �- o+� YFJ�R 33 CONSTRUCT MANHOLE N0. 2 PER RCFC & WCD STD. DWG. N0. MH252 \` Z 0 CONSTRUCT CATCH BASIN N0. 1 PER RCFC k WCD STD. DWG. N0. CB100 2'1 — •\ (35 CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET 9 0 ;I 30 36 CONSTRUCT RISER PER DETAIL ON SHEET 9 N5 --- ,� -- ----- 38 CONSTRUCT CONCRETE HEADWALL PER DETAIL ON SHEET 9 \ 39 CONSTRUCT 36" RCP STORM DRAIN PER RCFC k WCD SPECIFICATIONS w \ � 2 3 ♦ `O�q I J N SROAD o- \CAST-IN-PLACE CONCRETE PIPE GENERAL NOTES: 6"RW — \ \ 1)CONSTRUCTION MATERIALS AND METHOD SHALL CONFORM TO THE LATEST EDITION OF THE'STANDARD SPECIFICATION FOR n0 m \ O 0 DRAIN '\'✓ .RONWOOD PUBLIC NOOKS CONSTRUCTION', THE CITYS SPECIAL PROVISIONS AND THESE PLANS / Z ENT O,Q 1^ CO 1+46.3 UNE 'E' T vv h 2) CAST-IN-PUCE CONCRETE PIPE SHALL NOT BE USED UNLESS IT IS SHOWN AS AN ALTERNATE ON THE DRAWINGS APPROVED 0 0\ ;� !r BY THE CITY ENGINEER. 'A 7i 52 L LINE wEw 70 C.L.I J)CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. �� � r 0 €RFlOW PA z 1+ . UNE�C-1 4) TRENCHING AND BACKFILLING SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE SOILS ENGINEER. '� 0 ' SEE PLAN RIGHT 8 o N --__� +21.84 •0• �+ + 1 71 5) THE MINIMUM COVER OVER THE PIPE SHALL BE J FEET,MEASURED FROM TOP OF PIPE O\ 35 • 3�1�6 j1USTR'42 1 ER k STORMDRAIN H .r.'1, "`w' 1 6)BACKFILLING OF THE PIPE SHALL NOT BE DONE UNTIL THE CONCRETE HAS DEVELOPED 80 PERCENT OF ITS DESIGN STRENGTH. / OVER ELEV.=1530.5 r N NO TRAFFIC SHALL BE PERMITTED ON TOP OF THE PIPE UNTIL THE CONCRETE HAS ATTAINED ITS DESIGN STRENGTH. BLOCK WALL BY OTHERS / EASEMENT n 1+21.36 EC 4.3 +,.+�� 7) WATER DENSIFICAAON METHODS FOR BACKFILLINC THE PIPE WILL NOT BE PERMITTED.MECHANICAL COMPACTION WILL BE ■ w i I ~N LINE 'C-1' REWIRED.AN B-INCH LIFT OF LOOSE BACKFILL"SHADING"OVER THE PIPE WILL BE PERMITTED 24 HOURS AFTER INITIAL LINE "E' LINE D 3 N51'25'3 39 PLACEMENT,PROVIDED THE FORMS ARE STILL IN PLACE AT THE TIME OF'SHADING'. Z SEE SH S 8)A MINIMUM 6 SACK PER CUBIC YARD DESIGN MIX SHALL BE USED AND THE COMPRESSIVE STRENGTH OF THE CONCRETE(FC)AT 28 DAYS SHALL BE AT LEAST 4000 PSI; THE MODULUS OF RUPTURE SHALL BE AT LEAST 550 PSI.FOR VELOCITIES GREATER THAN , z 36 �y 10 FT/SEC BUT NOT GREATER THAN 20 FT/SEC, THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI.AND A 140 DECREE SEGMENT OF THE INVERT SHALL BE THICKENED BY 2 ADDITIONAL INCHES;FOR VELOCITIES GREATER THAN 20 FT/SEC,THE 140 DEGREE SEGMENT C INVERT SHALL BE THICKENED BY AN ADDITIONAL 4 INCHES COMPRESSIVE STRENGTHS SHALL BE NOTED ON THE DRAWINGS a / 64'DIA 9) THE CONSISTENCY OF THE CONCRETE SHALL BE SUCH AS TO ALLOW 1T TO BE WORKED INTO PLACE WITHOUT SEGREGATION. THE CONCRETE FOR THE CAST-IN-PLACE CONCRETE PIPE SHALL HAVE A SLUMP OF 2'PLUS OR MINUS 1". I s I D 10)FLY ASH,MEETING ASTM C 61A MAY BE USED TO SUBSTITUTE FOR CEMENT(UP TO 15 PERCENT OF CEMENT BY*EIGHT).WHEN J FLY ASH IS USED, WATER REDUCING AGENTS MEE7ING ASTM DESIGNATION C 494 WILL PERMITTED IN AMOUNTS RECOMMENDED n 0 BY THE SUPPLIER AND APPROVED BY THE CITY ENGINEER.NO OTHER ADMIXTURE SHALL BE USED IN ANY CLASS OF CONCRETE �� WITHOUT WRITTEN PERMISSION FROM THE CITY ENGINEER. 11)AT THE END OF ALL POURS AND THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL INSTALL NO,4 DOWELS 24 INCHES 4 cJ / LONG,12-INCH CENTERS AROUND CIRCUMFERENCE OF CAST-IN-PLACE PIPE. i 12)THE MAXIMUM EARTH COVER SHALL BE 20 FEET FROM THE TOP OF PIPE. GRAPHIC SCALE 13)CAST-IN-PLACE CONCRETE PIPE; WHICH IS TO BE MAINTAINED BY THE COUNTY OR CITY,SHALL NOT BE PLACED EXCEPT IN i .. THE PRESENCE OF THE APPROPRIATE AGENCY INSPECTOR. THE INSPECTOR FOR THE CIPP SMALLER THAN 39'IN DIAMETER SHALL LINE w C.. BE PERFORMED BY VIDEO CAMERA AND CORE VST PRIOR TO THE FINAL ACCEPTANCE OF THE SYSTEM. „ 14)TYPE V CEMENT SHALL BE USED IF THE SULFATE CONTENT IN THE SOIL IS GREATER THAN 2,000 PPM. 15)CON71NUOUS INSPECTION AND TESTING IF CIPP PLACEMENT IS REWIRED. (IN FM N 16)CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE W41LE UNDER CONSTRUCTION AND ROD FOR WALL THICKNESS AT A MINIMUM 1 inch- 40 It A5-I5U 1 LT OF 25 CY INTO THE POUR. g p e e o p � No. DATE REVISIONS APPROVED BY DATE clTr sFaL Nq! PREPARED BY: CITY O F LAKE E LS I N O R E ] G CS !/ SVjG..PEVA.�D3JCV?MLaPgU/U�LAE L"'TOC.t.R !i oy o5 • o CERTIFICATION: ��, S".I F2 SHEET: o� '��l TRACT NO. 30492-2 & 30492-3 6 U t' THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE CIVIL ENGINEERING w 3 _ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY o; No.29242 A LAND PLANNING STREET&STORM DRAIN IMPROVEMENT PLANS OF.- 9 4 - AND STATE LAWS, AND A PERMIT CAN BE ISSUED. LAND SURVEYING 5 * enew.3-31-2007 * 1181 CALIFORNIA AVE.-STE.102•CORONA AX(90CALIFORNIA)280-49a1 �T � 9-lr-oJ s 9os7zao-4,u FAx(e0elzeo-4,s0 LINES "C" & "E" FILE No. TWO WORKING DAYS 6 RA ODONNELL R.C.E.N0.18Q03 �� fq/f OF7 CA��F �\P � RCE 29242 BEFORE YOU DIG 7 JO�H H RICE LICENSE N0. DATE W.O. 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LIGHT CLASS -RAP r+E 2' MIN. 2:1 SLOPE ` - 5'CHAN LINK FENCE PER RCFC do WCD DWG.M801 I �\ E W E M 2 - N 4 •° SLOPE PROTECTION BARRIER FOR (AROUND PERIMETER OF HEADWALL) \/ ALTERNAT 3"CL M 4 O 12�-•N WING TYPE 4 I °° OUTLET PER APWA STD PUN 360-0 G 2 -� I DUAL a To' — o 'v> 6. /SECTION E-E OUTLETSLOPE PPER�APWOA STD PI ER FOR LAN 360-0 PLAN I D Q m R DIA. L E I F W �� � _- I o LIGHT CLASS 24" 3'-1 7 8 t'-9"1 2'-7 1 2" 2'-6" \ \ > RIP-RAP g°o°o°g°g°g°g°g O°00000°000°O°O� -I HEADWALL DETAIL 35 E W E e z - p s 3•GL °°°°°°°°°°°°°°° I PER SAN DIEGO REGIONAL STANDARD DWG. D-34 MODIFIED ALTERNATE 4 0 12" 4 z y E WING TYPE DEraL B '- 4 B" 10 PLAN SECTION E—E LOT 43 15 2 - _ - FG 1533.0 "N"OPENINGS L 3"x 2-1/2" x 3/8" J 2„� AT L-12' 1/4" CLEAR "'�� SEE RODDED EN DETAIL "A' 5 o 12" DIA. L E F W \ LUG 3/4"0 ` 48" 4'-6" 2'-6" 3'-9" x 1-1/2" 3"x 1/2" BARS 1-1(2"HOLES PUNCH 1" HOLE (BOTH OC WAYS) ° "MIN.° ° WING WALL 1-0 IN PIPE TO RECEIVE LUG ALT. DETAIL C DETAIL "A" ° °° REINFORCING w °s$" c.S.P. . It ° ° a GRATE 36" R.C. 4" MIN L3" x 2-1/2" x 3/8" 1 4 I O R.C.P °° NOTES: SIZE PER ;° PLAN ° ° ° �- 1.SKEWED PIPES: DIMENSION W SHALL BE INCREASED IN WIDTH OR LENGTH DUE TO SKEW OR MULTIPLE PIPES. c — c 'rYl, ° 2.TOP OF HEADWALL SHALL BE PLACED APPROXIMATELY PARALLEL TO PROFILE GRADE WHEN THE GRADE IS 3%OR MORE. a 3.CONCRETE SHALL BE 560-C 3250 I ' Z 4.EXPOSED CORNERS SHALL BE CHAMFERED 3/4". " C TROWEL INSIDE TO DRAI `� 5.MULTIPLE PIPES SHALL BE SET A DISTANCE OF D/2,WITH A 1' MINIMUM BETWEEN OUTSIDE DIAMETERS OF PIPES. 3 'a 6.FOR PIPE WALL THICKNESS GREATER THAN 3",ALTERNATE DETAIL-C SHALL BE USED. I 1�i1 1/4 4�MIN� � PLAN ANCHOR BLOCK MIN. HEADWALL DETAIL MIN. 5 SACK CONCRETE PER SAN DIEGO REGIONAL STANDARD DWG. D-3 38 SECTION C-C C.S.P. RISER DETAIL 36 NOT TO SCALE As-bulL-r D e e D DI IM NO. DATE REVISIONS APPROVED BY DATE CITY SEAL ROFESSIO PREPARED BY: e "q< CITY OF LAKE ELSINORE g 1 - .°. CERTIFICATION: �p eH Hq F 9 SHEET: 6�u o 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLLINCE WITH THE �,���� Rr�"ycy� CIVIL ENGINE`ERIN� TRACT NO. 30492-2 Ate[ 30492-3 IS' 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY o; No.2s2A A LAND PLANNING STREET&STORM DRAIN IMPROVEMENT PLANS OF: 9 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. LAND SURVEYING 5 n • enew 3-31-2007 * 7181 CALIFORNIA AVE. STE.102-CORONA CALIFORNIA 92881 /�dlL�J51f�J��q�dVCIUI�C/fCCJ< s Q"p o //)-2 4 9 Tr�a ,rr CIVIL ��' L�12804144 FAx Lsos12ea41s0 STORM DRAIN DETAILS FILE NO. TWO WORKING DAYS '4TF OF CA`\EpR RCE 29242 IF�I' M BEFORE YOU DIG 7 JOESE HARTGE LICENSE NO. DATE W.O. FOR: F.B. He A �, rt o 1