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Lot 4-13 Precise Grading
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" fil - - . . . . . . . .. k.,.,E I ". RE D HAWK N R ' , . ALL IRE PE 'TY CORNERS SHALL tLL BE CLE'ARL'Y DELINE'ATEO IN THE FIELD PRIOR T"C� '' �. 1, .. �' ,,� :"'a 6t .�`. ' '�r t - COM,MENCEI t'NT OF• ANS' CCN TRU"ON�'GRADIN . .�jr• . ��`, �, ►,� ,'Ir DURIIiG RCUGd GRADING C 'ERAIONS '.. '';u �„ I COUNTY RIVERS' TDE ,- CALIFORNTA AND fRdR 'tDNSrRt. DN CJS" PERIANEIVT . . DRArAGEI TJRE T�EPRARY DRAINAGE CCNL SHOULD PRr�VIDED TO I�a.14l. I", d'nl• .'• - •• - , , ;' 1. _. --.. ,rr.J 1/�/ar.��; i •h, .,' N.. 1 . �• � � : I .. I ., ,LAND O.WN� PpLlfm*A , � ' PRE-VENT N.L�'I�to WATER :r A' r.• TO �A f T P' � Sr -�.,. ,. , .. , I 0r t _ r4. DUSK" SHALL Rt'`• COWROLL'ED RY WATERING OR OTHER APPROVED METHODS. . I. 7 N'. f 7;1� t AL t:U K TIO N 1. '1; .r_'� " � 4 . v. � r' -4L. REDHA1�W lV WI'�r :_: �.�.__ �..__ � � �� I 5r NO FILL SHALU. . " PLACED ON E SriNG GROUND UNTIL THE GROUND HAS BEEN CLEARED 1�'1 DC7 >BE 'NARD7 CE1V!T�E'R DISI VE fid. . . WEEDS], DEB ''15, 7 OPSOI U., AND OTT-!ER DELETERIOUS IAT"ERlAI.•, �° , ,� .:�� - N, .. SUITE• .300 .. . LOTS # T 3Rq� 1, tNCLUSI 3I ' TRACT f�O• , �* , AS SHOWN BY AP ON FILE IN 6000 .251 �. I�tA,YJI�U�f �.�"�' AJ`#� FAL SLOPE � �.�. . y, , + Y •,, t' 12 25 W�rid T`r Di-iv � 7. STABIL 17Y CALCUJILA770N>S WITH A FACTOR OF AT LEA's"' ONE ANO FIVE T"E•NTHS 1.5 r : :,fx ; . p r �, SAN DI GD, C�4LlFQRf A, g 7 O E rHR v �P RE+ � R � r o N ,� rFo�N�A. C qtr•:. .ti l • PH N :A . SAN CIEGO, CA 921. 8 _ SHALL BE S' gI I ' ' : ., '�_,: ,.. C E NU; (B5B) 675-9400 U{J T`TTE'D B A SOILS E'NGINE`E"R To T HE BUILDING AND SAFETY DE•PT". ., .4, . . I R77ONS OF L OT',S 1 ANO 2 AND ALL CSF LOT TRACT" 2,3172,, I FIL�` IN BCTC?K P SI F'AGE�'S') �� ► •"• � - I (835) +485 SS,�D � FOR CUT AND FUL SLOPES OVER 30IN VERTICAL HEIGHT" 774MOUGH 99 OF q� CIAL RE RDS OF VE'RSI E COUNTY, CALIFORNIA, ESCRI&ED AS FOLLOWS: I 1,"" ,ywr� PROWDE' 5' Wf`F , I ' d H BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL . I r a d- rr. + i�+ 14 mw PREPARtli B . , - A I. . fy �! SLOPES E+13 �R 15 i f 7 . I . #!, 1,F f' BEt#G RROPERIY 8 OF" LCAT LII ` A.DvVSTME'NT 394.2 APPROVED BY RIVERSIDE COUNTY :l j.. ,� ,' ' , :. F'Rt IDE A `R6W DITCH, 'DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG t,.; �...:_ VICINITYMAP TRANS PACM PLAf�NINO DEp,A�'T E"Id�: A N077CE �' S�tl#� LC��'ILtNE ADJUSTMENT RE DE'D SEPTErM13ER 29, 1997 Al*, rC�#� t�F q r S P : '� .,;. _ �." - . ' 'INSTRUMENT" NES. 35,2794 C OFFICIAL RECORDS iOF" RIVERSIDE COUNTY, CALIFORNIA. 27'431 ENTERPRISE' CIMCLE VfSST 1 a. }SIN. BU1 ,SII G PA A ' AIS I Q T TO SCALE T'E IIfiE'CULA, CA� 9. 5903 HIGHWAY 79 SOUTH REDHA F��"'r'�'' L I ASE SWALE SLOPE s iF` CST a Frt.. IS LESS rr� >" ::K:, ..: : 275 IF CU OR FILrL L. fS MORE THAN 1 O . DRAINAGE SWALES SMALL BE A MIN, -,� I, - Rf l ?!�{� 1�t�7. 9C3� �`�- 7t�Q4 T '1l+/L'�'iJL q,4. 9 U� �. DEEP ,�i �' + N7"R(, 3" f. JtN' 1="R �y ;; •r `` CSN�rA C Tr. JOE RE YES . . { " 2 FROM THE TOP OF CUA' OR FILL SLOPES. ,� . 11. NQ Ca57�CT1 OF .:� PLAINS ' NATURAE. WATER COURSES SHALL BE PERI�I"17"ED• ,,ti ,y +�' .v 1 �`� ; 1 12. ALL EXIS77NG D ,'W' WAGE COURSE'S ON THE PROJECT SITE MUST CONTINUE" TO FUNCTION, ;,, ' 1 . ._ . I ESPECIALLY . .. 1NG STORM CONDIPONS', PROTECTIVE MEASURES AND TEMPORARY It. s �„ r. i I ORA.INACE`: PRO MONS MUSt BE USED ro PROTEgfi A�?Jf�lIwllNq PROPERTIES t�t,JRINC ��w= R .► $W� . proN UA .. Sr 7t GRADING OPERA .! OSS. � . FINISH GRADE . BE SLOPED FROM ALL EXTERIOR WALLS AT NOT LESS THAN ,cll ..r r!/q• I� r „ r .' f 4..J'►7 EN f irI Y Ei► .' #' . . i./ y./ i -- -___-w..rw IY y 1 y� 1 ,2 .PER FOOT' FOR A MINIMUM OF ,3 'FEET. ,•x r`RCtCT" > . :y TEIfENT �. . CLASS II . . _._.�...�� _ FET 1 #�T • t: I ._._.._. ... i�"1' /iJ . w -µ 14r CUT SLOPESE UAL To OR GREATER THAN .3' ffv VERTICAL HEIGHT AND FILL SLOPES d,' : CONSrR r �' �E y' R _ .� '- _ ___.. .. -.._.. .�.___ .. . _. MAL R t f h! ,,� 3 C{L E3 PER R#V• CCT• STD. NO. C4 L,F. _�. _ , , ------".. - --�- - _, O O O ER THA IN VERTICAL HEIGHT" SHALL BE PLANTED WITH GRASS r•4• •i; _- -mow. �J �.•.,_.• F r- ''.�. t_ : (�,•, f a Jr C4). f� }��} j `�• ( "� �} "� f� __j I t m-, I r r 4 l OR GROUND CbV'E'R TO PROTECT THE SLOPE F"F� . I ERo t -rt .'k �1✓ ►u 1 �1♦LJ \•TUT ►EE f\f Y• �. r.7�. �r' �� �t.Ji l 1....LJ r- 1 , r , r(� �"j"j'r r 1~•�I• )r.) ry Ay a/w•.. /+yy '' L.F 1 1J t �I M I (I!1 1 1 t i.,✓ �NrJ / 14/ L!f 1 i N . _ ACCCJRt ANCE ,T H ORDINANCE NO. 4'57' PRIOR TO FINAL C�RADINC INSPECTION. 4;� : -. �► t ► - n .._p., t ` �:y A (15� INSTRUCT 4 x 1 WIDE CONCRETE STEP S.F. � � � �� }� 15. EROSION COT A.L. SLOPES REQUIRED TO BE .PLAf�fT'ED SHALL BE PR Ob WMI MYC'POR•UM '? ` 1~: -pt ► P, Rt/#�"D IUB D ' U ' N O'�: U�ON�LICT 7 CCWCR' DRIVE PAD OVER 4 A.B. C� f1 _ .: ,�, �� .. y r � ...--'---- '...�.�__-- .,. L Q� ) GROUND COVER AT 1,� DJC CENTERS. SLOPES EXCEEDING .5 IN VER7IC'AL S. , f I _ HE1GT- SCALL " pNrED WITFII� o�� TREES SPACED NOT r,� ' W1 f`3 REQ 0 I 0.C. EACH! WAY, - ..- r _ o ro EMCEED , ON CENTER" . .,`7 • �' ,� `- ----. OR SHRUB N T� EMCEED 1 ?', OR , COrf II'�A7! N F D S C ., { •,Sn. Ct�S"1'I UJCr 3 W . CONCRETE RI�`BON GUTTER PER ErAI - �.�1., _....,.�..�..�- _ _ _ _ � f� O SRL18S' AN rR�S NOT rC� bit ID L, SEE SHEET I1 S.F. �, _ -~ _ _ - � - I GROUND COVER, SLOPES �XCE•E-DING 4 A r, �, �""_`�^^'y ow - _ EMCEED 1; IN D``D T CTN TO A GRASS MIX OR R ND ' j�� ` IN VERTICAL H. IGHT" SI"IA,I.,•L BE PROVIDED W17'H AN IN-GROUND IRRIGATION SYSTEM. ; :r COSI CONSTRUCT C AL t F'lVEWAY FEE '' R CO. •STD. NO. D 7A ..r- _ - _ _ . _ - - - - _ S.F. .r7< •1!T' •• 1 __ _ •,.,,: _ - �- - _ .. _ .. ,,✓1 �•-� �f"� { i 4.1 �I�f 1C.✓ r . ;CCCC: r; dMN" r - - �;_- _ SLOPES E Ute. r EoBY o. ire L cA rEt r THE rr�P r ONCRETE" SIDEWALK PER' RI1. CO. ST"D. Nt7t 4�1 (MODIPE w �' j/yt {�1��f+� Fir 4. f !! , - - �� ± »� w _ ~ M„R MK 1 i 11 WfDE UNLESS � PWSE NOTED ON PLAN S.F; ..� - TOE SLOPE, SPACED TO MAKE USE Off" A 'HOSE NO LONGER THAN 5f? IN ,: s. ' w - - - _ - _. LENGTH. THE I -1 ATYON SYSTEM SHALL BE PROWDE'D WITH AN APPROPRIATE 1A LOW ��.,u, d,. + C�J1'��"7'RUCT' � AC' "ALK OVER (+MATH' 5 WIDE S.F • � , _ : - - .. _ _ _ DEVISE PER t�.8.1�',, HAPrER 1 D. " . ���. ,� w _ � _ ' max.. �., ._= ,.'»_ . ' � rt.. . tAN�SCAP� N rHrS ARBA , - ALL GRADIN LL DONE 1l�t CONFORMANCE W17�H RECOMMENDATIONS OF THE ,�t-1 r 1 ( ER LANDSCAPE' ARCH ECT'S PLANS) �, - N" - a /� /�^ I+�/�{ ••.,Ar , � •Y�M.ffn ` - - - ..'..-^ ,� ..r+r'• •{ • . ... • - 1 RA.w LI/..l#1 1 �_ = RY SOILS INVESTIGAT"1C1�1 PET'RA 1NC, aATEd � , afl, . .,.,.' 11 rSrRUCT" PEDESMAN RAMP PER Urr C. • & DETAILS, SEE SHEET I 1 - �. _� � _IA - _�. .. :��.. TWO SETS DF"' HE FINAL COMPAC77ON REPORT SHALL BE SUL7M/TTE"D TO THE ., 1 STRUCT HAN 1�ll11 1Lll ,. j " - BUILDING AND SAFETY DEPARTMENT ENT WHICH SHALL INCLUDE FOUNDATION DESIGN >�1iwi *7w� ! r`1 P R11�. . . " � � + " %�. ..... .._.._._ - P`.ECOMMENDA.T'IO SAND CE '7`!F"ICAT101�I THAT GRAD JIVG HAS BEEN DONE IN CONFORMANCE 1 �UCT TRASH. :OSURE PEEd AIIT CTR _� = .a . r E AL PLANS � W r"H THE RECOMME'NOATIONS OF TH PR IMINARY R P ':r., r. ) EA, w.__. IE"1"1 E EL SOILS E ORT. �: W ::.. 4 f N 'T'ALL '° � RE HEADER ` ._ r `; `' ��•". "`'.. 4-01"440-ww . • L.F•. 1` Ik.�'w�'• �/r./ /�/ Jlyyr 17, IF STMP"P SL OPOG T�E'RRAIN OCCURS 'UPON WHICH' F7LL IS TO BE PLACED, !T M46T BE - Li�rp_ F'i r .. \ I .•r. �'` ' r r. #WIC/ I `�' - ,. ` 1 C NSrigUCrT 3" A.C. , A E T �;' ,: CLEAR EY o AND BENCHED �Il'�TO FIRM NATURAL SOILS FOR FULL SUPPORT. f. p��, .1 � GEEK A.8. C;LAS'S 11 (!-"'#I�E' A'C`C. RaAD,� S`.F. p' '�.r N. I a � . , � PREPARATION HAIL •.BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR Tp :. � ►. .r , . 1 C��UCT CLASS ,,,. 1 r NT I l ., "`ONCR ET'E EER ` A:B. CLASS '!! ' i 1 ,. fLACEf E CF 'LL ! ! r ER AL� 1'z�,.:: .` r��Lr1 '. f:� RRETE 'G RA' E t L R 'a i.. � '- .�-t , �'`" ' P �+Y�,; - y # ... 1�. GF ADING HALL E DONE U DER TI-IE SUPERVISION OF A COMPE'T'ENT' SOILS :f".' >~ 1 e.Y' .I I r.,, w.r,..r.w r .w...uw..w.r..,.,M. +� L�i�/•.Tt►��w 1,x„_1 .. •r.s r'y• .� 1 i• .f Vit.,.✓ �1 WV,.f1 � r „F�.Y k•• :i �`'� .,r w: L H :. BY OTNER :, �.. r = �. E!�lGlIt1EER WNO ;SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND �,-,-, Wt I L "'�' "" rr WHO SI-fA.LL SJlI " > F"# 1AL CO1fRACTIoN REPORTR ALL FILLS OVER 1 ' D.�EP. r.r4i "i I ,, , _� g';.k T�:P�� "-AA,fSED ASPH :T" CURB AND S-fDE -A'tK, 5 WAD � � DOCK { . .�-' `!,X.. _M :;r• . .� y,, 1. . .�.....p.. .:.: .�.w..w.:...... 1 l ► . .; .. r 1 I tL G I EA T ML.L S REQUIRED ED O ! GPEATER r'HAN T .., r ,' r t L,i ? . x.. ,-!:T„ C 1 �..__ Cj"11 i ..- ... O NRI R R O 1R FOR ALL FILLS EA E`R ON FOOT •.j+ ;�,, . .,�r.� - ; �R '-` I, NS_N . .. {mid FFI C` I L EL�t EA, . i"� �._ �} 411E f _ .,....".•,;., -� - '.� i+rrwrw..y.r..,,...... " .� '[ � , r .Yet 1 1 j t✓r A SUITABLE OUAL*0 AND RECfST`ERED PROFESSIONAL SHALL SU,9MI`>" TO THE RIV, CO. SUILINNG & :.::. 1 C6AItMUCT ,2' X �"" LES'' PER Bf� K�E'NSE'N q 1243 A 1C �t� Y EA. \ �' °� '� -� �, �� � � S,�F'ET"Y 1��F'�t�'T"1►�lE��T WPITTE'N CERTIFICATION OF CO PLEr10N CSF` ROUGH GRADING IN ±Ori, l.� !�a'1Y � _w- ,i" �;'. ( �f"''.I-•` I r_ CAT`CI -1"S1N PER S;D. CO• -5T`D> NO, D , SEE SHEET` 15 W T 2 1 r'�w..�.C�?J I AI CE ',ii 17`I"r THE API `Ro��ED C+ ADJItiIG L'LA4I�1 PRIOR 7"O lSSt,JA!`10E OF THE N. -,; _, 1 . .�.' .a EA. RUILL7l3'�JG PERMIC, CE1 T IFrCATIOI SHA T` N yy� _ ET 5 LL LINE, ELE ,rroN A � LcrrcN • �' r` c �Ul�. TUCT` A T2' *. ', I, GUTTER DEPR SSION PER RlV..-CO. •S7D. 3CG STD 311 ' CA`":-E? EA, � � ��('�"T C l L L SOPES. ES. • oi!jIS� tr + r.. .. 4 STRUCT� J ._ �ICTU.f 'E . : ' ?' CO. S NO, �5-�- 21. A SUITABLE' QUA ED d REC15T`ERED P# I"ESSrCNAL SHALL St1 ai1r CER F7 Q?"KTIV OF 11Lt if 1pAt7 .. e=: �_: 1 . 7 Edi EL 'ATtDI WHERE SF'EC�1FC ELEVATIONS ARE REQUIRED, THE ELEVATION WITT•I RESPECT . ;� , ".t'_. ;; . UST• �rV0 .,STR'UCTLtf� PER Rif. CCT. S'1 l tC1. �!S - .� E 1. { ES E'CT T ? A+fEAI T 1 CHANN SEA LEVEL,,) SH>�L.L BE GIVEN. IF" AN ELE"TIoN WITH RE•SPEC;T Tq A,DJACENT GROUND r UCT MAN No. 1 PER R � � �- � � � � SURFACE IS I�Er UIRED Tf-t ACTUAL �~ :,. =,, CC3. .5 T"C3. NO. N- 51 EA. E U L DISTANCE' ABOVE THE ADJACENT GROUND SHILL - ..�.y V' t,.�, F'.-. . SET RUCT II�ANf" ..;„ BE GIVEN; 4,, OLE.1 . 2 E'ER' RIV. CO. S7"D. NO. MH 9, � % • " EASHEET INDEX � d,. . Y - • 22. A SUITABLE 0 IFIED REGfST"ERED PROFESSIC�NA�. SHALL SiJBl�lr ro THE BtJILDIlVG 7 ►�� ;" C► CCIR COLLAR RIVa CCS. �.. Nt3a I�fBt�, EA. R+ r - 1 . ' Rte+ SH I ,- ET l"I7"LE S�tEE Af�n SAFETY D: PT. WRITTEN CERT`IPCAPON OF COMPLETION OF FINAL GRADING TRU1C1" CLF..I�NOUT' i E"R bETAlLS, SEE' SHEET" 14 EA. 1 fi' * � ;N ACCORDA.NC, WITH THE APPROVED PLANS FOR ALL GRADING OESJGNATED AS �''rt. �;.. �" T8'" #cp..�WRAIN �.. 38 15 SH ET 2 .20 SCALE RE`CISE GRADING PL�tN & D "7m, .S ENCINEEREt� G -GING`. i, .� ,n' Lr Fr SHEET INDEX MAP 1 "�' r� 1[f . THE CONTACT" : H14:LL NC3rIF"�' THE BUIL3fNG c! SAF" T' 6 ' i t t 3�t• 0 I li`�fi, rC 4'� f?RAIf4! s. - 4,P'J'- L.F•. SH T 3 20' SCALE. RECISE GRADING P[,AN �' DEPT, AT LEAST" 24 W3UR5 � r y IN ADVANCE' QUESTING F1NISH LOT" RADE � DRAINAC IE INSPECTION. THIS � ; r l.:w�� �l4L .� ;' �1 'r; RVVRAI J F xaa 10� xno ' r '�� I . yam• r . . ______ _____ li -_ - _ ...:.....w.._. ---- -.,_..,.. I •• H E7' 4 2fl` SCALE RE'CISE' GRA;DtI'JG F'L,,�N INSPECTION UT BE APPROVED PRIG# ' TO ''UILD'1f'd G" PERflT� FINAL. INSPECTION FOR , �',,a.zi I�S ALL 36 0 RCP IN � L,F. EACH LOT � + . . �. I1 y r %�� ..i. . 11I� INSM4 42" RCP SMI fORAIN L.F. MEANDERING SIDEWALK SH ET 5 ,2D' SCALE RECISE GRAlNG PLAN! & DET"/Il.S > 24. CC3NT'RAC7`OR' S LL NOTIFY UNL?ERCxROU#�ID SER7E AE1�T", TWC7 Ia�tYS BEF'4RE' YdU pIO , :-;�, �. �► *A.LL WORK f N THIS R A AT 1-8GD-227- 1260 , �" � I�lDRAIN LrF. a�h �.r � y 79 # � Tli SIS SCALE REC15E GRAIN PLAN FOR PAVING11 o SHEET N . �. ria; ,ll �, �RUCr "` -; AIN - L �� 25. IL " NC I. rG SOLE ENC;ROA�CHMENT PERMIT SH E`~ 7 ' .2D' SCALE RECISE GRADING PLAN � .� , - i.T .. , � �� RUCr s" C A N t• . ,�. -� � � � N . z:{;.':x r'� `. �" INST',1Ll. U1NF3ER S 'WA#. L7RAlN SH , '' ,DC7' SALE PRECISE GRADING P N 1 PL"R RlV. COr ST"D. NOrC?DI F 1 E D �, LEG� � t �" �' 4 PNS` 4 WHn L� :I �'ING STRIPING . 1 _�VARIES , CONT�RACT'OR .AU REE MAT HE SHALL AISSU. ME' SOLE AND COMPLETE RESPONS'IBILlT`rr' rr. ." . ' < SH ET 9 203 SCALE RECIS.E GRADING PLAN � 1 L.F. _ TC rC�P C3F' CURB FOR JOB S17t ' ONOI7"IONS' DURING THE COURSE CSF CONSTRUCT ION OF THIS PROJECT �i � • J 1T 4" BLU '7' .1I►�ECROS.S HATCHEDd) PAVEIfE�" IARKfNGS L.F: 1 3�y 38' 1 rNCLUDIIG SAI*"F "Y OF ALL PERSONS AND I'ROi�ERT '; THAT THIS RECi1lPEIk9E'A1T SHALL 0'.� "', • r �..�. FS FINISH SURFACE , , d f� SH . 1 D 'C3 SCALE RECISE' GRADING PLa�IV APPLY CON`�,NUC JSLY AND NOT BE LIMITED T'o NoR.>AL WORK11�1G HOURS AND THAT THE ;--,_,%.__ . ° ' 4tN"1' .4 WHCI"E" L. ' '�:a�' fANDICAP) S' fROL ?IV BLUE BACKGROUND PER tJ.Y.C. EA. FL FLOW LINE l ';r' `'" ` 1p• CONTRACTOR SHALL OFFEND, INDEMNIFY ANL? HOLD E OWNED AND ENGINEER HARMLESS ., �*�Nll�C4P�) PAfKINC .7 .A SHEET 11 ,2C SCALE RECISE GRADING PLAN LE S .:f r,.`;��''��::•• ' � - 1�"A�. 7f� JN SIGN PER ADA ,�1�J7A HP , .., l'�=' f.:. • 4 V HIGH PC71NT �. FROM ANY AN'D AL.L L.IAMLIT`Y, REAL OR ALLEGED 1N CONKC;17 3N WITH THE• PERFORMAfgCE x^►1 ,: Y . 4 , CT 03.17 r ,' � PAVEEI' t COIfPACr`Et7 SUBGRADE � .Fa LP LOW F'C11IYT' .� - _„�.� .- ! p OF R Q TOS PROJECT, EXCEPT FOR LIA81LlTY AI4151NG FR +f THE SOLE I'VEGLIGElVC :.�. . , I SH ETA S}raLE RECISE GRAaI DING PLAN OF THE OWNER THE ENGINEEij, R.�'. N r��A Y 1:. J •. ,.�,.,' Q C LL E S SIDEWALK STA: 7O STA. 48--7r SI~t 1 �L • .} 1 ,l ... 1 C�R� TTE� ET 3' SCALE T`C3RfDIR1�llN PLAN E ISTTNG M S'POSE S.F. TF` . • . TOP OF FOOT7NG . . ' ( 07TH VARIES) SHE E�ISfiEN E � �DCAT7ON OF ANY UJNDEI�l�oUND UTiLITrES OR S7"1$UCTt1R�` " SHOWN ..•k,,r;.' . ON T"HE"SE LAMS APE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. ...4.r•� . .if., _@t__ ,R#ww ix�STNG SERV DISPC�E ..F. .�.. RIDGE L1I�lE = '' �A � ' SALE roDRAIfV PLAN 1 THE CONTRACT O IS R'EOUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT .:.. .: �.. ..... r».,,..�1,.. ...,.:..r..l r UTILITIES SHOWN�•-+ �y 3 RETIo1VE' E '15TTIVCx BASIN DfSf- E E.A. D ANY USHER LINES OR STRUCTURES SHOWN j GRADE BREAK � NOT rO SCALE ES S O OR NOT SHOWN r t ;, . �T.�7. M�. ;. S � �E ToRoArN PLAN _ a }} . , CN TT-!E'SE' FANS. AID IS RESPONSIBLE FOR THE PROTECT! F ANY DAI�lAGE r0 V , STNG SAN PIPERISTSE H,f'v , r r U..F'. F.F'. ?8. 101 F7NI SH FLOOR FL EV SI�7" 1� �D' S 1 N11V AN THESE L 1f SES OR TUC FEES. ��►�I'�D . �WC�UT & JON #NG PAVEI�WNr ...�...,. , , RA N :�" L.F � SLE � � © ,�TRrPrN� PLAN C H RANCH Y,� 7 . r� SAD ELEVATTQI�+ DWAEnrr d , f �;,,�,,�.j � ;: ; Lr DISKS - �" . SH 'E�r17 G' SCALE !ClvtNG AND SrRIPfNG N JUIN 2 3 7003 � : � �� P 1 ,- L �,w�..r _ �1�a �) ExrSTWG ELEVA77ON VARI X1 rkfiy . '�'F.4w ham. ' L.F. •.,y;• nrx, } A -} ''' ' TC3P OF SL:C#PE` fns r. Nlti. 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SEMgAIT' OPOSED 36 Cp SLE PHT. NO. 15 4-4 I' r I 1,8 Kp ; w IV 1063.4b N x EK TEL. COND A X, X n^w Y T�MFV M 0 f WANWAk R t T QT,1 GRAID -AREA ARF 2- DAT�,:D 6 2j G P EX locos EX! 0 HAIN LIW :FENCE L T C.L.. .64 N 2 OF > SEE r I 2, �!L_W 70-55 ' RIVER51 COV OF D E FP%A NT M VU14L F ANG A toVe PPF D (0 RE\AgkD 0 �9 wmbvw 6D bd a Appro4al of t the pro is of(�e sta"W oouhty this sm Of :9ru any of any of kept on the job urmi oom~. 4, _WESS_ E CURB 14 Ile\ rm C-1 to.26457 .......... 7' Exp.3-�l-04 00, > .4t 61V Y C> x -,RAN;CHV 1 N1- oil 00 LOT LINE 'SEP 12 2002 N GRAP1410 i9k,CALE � 00 swo mm too w a N.OTE.: 1. FO "Mi ION N 5 No. V) SEE HEE-Ti 11 F lExp.1.31-04 1p,MT 645 'AR W STRIP -NG -SH NO. I 2 , FOR x I z SEE C1- 12,-0-& 5 0 ...... ... 'Ce SCALE RIVERSIDE 0 p"*"map r ervi l S10 5 JDA0. 7-09-02 Aj A,N iww 0 T -6 NO.5 20 Nr AWK.-TO'"M CENTER ze_�� - I �7 IA )r 6PAV)N C �0!L NIA TE7wjN On '1A-;'g L T AA DING PLAN AL 17sHLrm F0 .00 APPOP . .. ......... ........... JT Rl. .0 00 0, 16-0 11-110 i 00 i Ift 1. .01- N 'R ................. .4 lk Nu f a % -�4...... IV :.7Y .6 I to !4� ? L Tc, It DE IGHTS. OTE: WALK,.. TREETL LANDSCAPE', J q"k -IMPR TIO CALTRANS -RIGHT 0E-iWAY, TO ", E."'DONE ' G: ' TTER UVTP 4� SPANDREL GUTTtR SPANDREL C X1 vc i EXI T/ CON CROSS@ -ER ENCROACHMENT PERMIT NO. 08 ' 00 6 EXISTINC C C. CROSSO)� vl U D SO H . E' , CURB":& GU !b ,IF 1> r5 L All. ot f IX. Tv IL R1W -7 G 0 -k_f "i i CAL, ANS It H hi 1w IV 73#2 2"/11-`E EX1ST1m(;)(PPNC '7 7_77 77 77,771,77, �g 77rv�, '.7 -` U;; _.;7,iL" * ", . r.----r 7 OF-:i--;a;.r,:. - I .I—.. — I I- -.,I'— � Z� - .r .7 t 4 VARtA J 4-W;, I;T ... T ni U.- Lim bxv.-4" .+ -4, A JA. 44. _;Now, - ,__ __- .-v -4 1 � I"- . -" N, T'. f A .10 J T r A -oli 4 N It- me too Y z vl 7 0 Q, v AS) 10 k X X. 2 ox Vil - N , V .I I., -4- T r N 1_.Z I 2, Q A FUTURE TRA$H, 7 4hp, %Z C-S 0" x - i " k I 1' 1*1 UJ I ENCLibsuRE `A 000, '.\ C� X� T L) 'rU TU R, E E X P A N ' .-ON A. I N, 1�- %J 1 10 J. 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C� T- 4 4 W1 E t r 4_%I W1 1/\ - t I . 4 Y A J AA 0 1> Y6 T 16 g4 a" *00, moo mm mm "m mm mow am wam vmw *no mow "m now on* 2 am omw swa. mm am .000 IN in Now, *No on" low Now Amm 11momm .000" 04" low, mm *No woo Nib" 'to" 4, Y! 7 .1 7 L a v ty jr .0 FACILf NZ LINE , T 2 C- Yi— A IV CF\, \mm mm ow Ono mm T Exp.3-31-04 v 72 4 N CNIL IJ r F CAU A 4,1 '$,;w .4 A o.fl: RANCHO J COUNTY �4 VERSIDE DEPARTM * SEP 12 7M BUILDING&SA NG V.: FOR'.,.,CQNM1J-CM0N NOTE%, so.. I- HICS ENT REVIEWED 13 �u POIC SCI AP�PROVE' D T., G IRA- -1, F0k,PARXING _NG: 4 UJ 14o.26457 X 17 SEE' SHEET NO. 16.1 p_y�p.3-31 -04 W _t AL .1 Of these PI shall not be c(y od to blo,-if N APPTOval of these pi pqtht for,or an ap 7 al of' any violatio _A ny of ns Of I slo of I MIL pion. t-of -= `� �j ,, . q�k I J 111�, _ . .. ,. . .. ., 1',- , I I .L '_ I I . , ;Jell; -the;,-Provi 0 late or county laws.T 111< 8 Must be ke on.the job until completlOn OF C S 44; ,Im to tL 0: 0. 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ER ARCH PLANS COC, CURB JUN 2 3 2003 A REPROGRAPHICS x (L 3 gee% 0 Mg jr 4 *rL9 OVEM < 1112 -MA fO M-A X S WK EAVY BROOM 41-0 0 INISH (TYP,) LA, lb 44 1. 0 '�� RANCH iTE C)FFs FOR N.s, H F V IMPROYE SEP 12 2002 PA��NTEJ E) 4*, W _0 PARK ST' IPE 4 H EAVY eROOM 0, Olt NG NISHL' F) REPROGRAPHICS V1 N. ABLED. 2—COAT OF BL.uF:l CURB 'FACE AT -DIS STALL ONLY 3 4 9 RAMP TO -CMPLY T AC 14 'Wet;.. uii- W-rrH FEDEMIt MATI: 'syml Af ALE f�.ojl 4404t qf GRAP ACRYLIC NM LOM CODES RACKGRIXIND. 3 GMAT-110 10D Jm UTM 4* WIDE So WITE ASRYEIC 'NON S p Q A tAL JE. MP A 7 MAN SlRtPtNG, SEE 0 YOE 4 i 61: A �V -ISCAL E NO SCA! E log, mdmm*Aim %j d ry .0P, RIVERSI oil- E RA7", woo i�lls. lw;-� N 16535 MAN *4 L z u PWT PtA c PMW.* surm, 216' :.a 9. 92' :i�i OF g -24 z I vtvl ... GRADNG PLAN 6wx- r 1-9 kiw- ON 11 .44t 0 A -ft. 4, Ilk + F7 d'I I 4 dkbkm. _T IN . �`` � 16 .6 _45 4 r I PA.. saw", -4 T.._,r 0 Wo Ar.m* F's Or ILL .6 We 50 SWE U 17 77 -.p mow OWWJpdmw, W7- 0 1111-0-6i ii,1616M.-Aw. AD. 01 . L - 1.3 4. 7 wr V? jL iv. kr Joe 4wet-P-a .0.& 1 J—� Aw !44 -well 10.11i.0 MOM= fs VIC viwG. W S V 6 dsssis I@PW P1, ow -PA 0! FL t -�e. k. .*�" ' 'I'l m vo ,-OW 44, J% 17 7 _',MAP" 4,41-w- .4 A4tN;MUM PARKING LOT GRADES S�WL 1.00%. N E FOR, RIBRON ORAINS' HAU BE O.J5X, L-Voge 6v 2. MWIMUM GRAD tINK 1 rENCE J. AN APPROVED SOfL. VEMWER SHAU BE USED ON ALL SUBGRADE SURFACES PRIOR TO rW PLACEWNT OF PAYING. EX1,97 ING, lop (F%,,, SEk) "U BE APPLIED NOT LESS THAN FOURTEEN DAYS, 4, ASPHAL 17C EMqX 001, FOLLOWNG P"crhfEff or -SURFACING AND SHALL BE APPLIED AT A RATE SEPVICE40AD'A Lr) . I OF 0.05 GALLONS PER AsPHALr EMULStON SHALL CONFORM rO SECTIONS At 7E STANDARD SPECIFtAPONS. -37t 39 AND 94 OF THE STA J its - 5. THE SUBDIWDER OR C"AMR SWU APPLY TO THE RIVERSIDE COUNTY ANSPORTA77ON TR '(WHMKN'r PERMIT FOR ALL WORK WITHIN THE COUNTY V. DEPARTMENT FOR AN ENCA xpAmvmt WWRED &Y NE 1?U(L0fNG AND SAFE7Y 6. IWO SPE61AL INSPECTtONS ARE ONE INSPECTION A tHIE P-C BASE IS PLACED AND THE SECOND INSPECTION AT THE TIME -A OR CONCRM HAI! 9EEN PLACED, %3 WHEN THE A.C. -CONTRACMR SHALL DE MPONVBLE FOP THE CLEARING OF n1E PROPOSED WORK AREA 7. THE ANO RELOCATION AND COST OF ALL EXISTING UTILIVES. ?'HE COUNTY SHALL BE IN 0 MED L YO) 4 s48 HOURS PR[OR M THE REGWNING OF CONSTRUCTION AT (909) 955-1800, C; ....... CL ENGINEER' SHALL CERTIFY 95X COMPACTION OF BASE FOR .0 6', A COMPACTION REPORT BY A SO A.C. AND 909. COMPAC77ON FOR.0MCR,,._T PRfOf? M THE CALL FOR A SECOND INSPEC77ON Lo Q. ASPHALnC. CONCRETE ANDIOR CCWCRETE PAVING. AND PLAcEmEmr OF 9. /F' NO PRWA41NARY SOILS REPORT IS PROWDED, SPECIF)ING THE Ic (BY 00 THE STRUCTURAL SECTION SHALL BE .3 INCHES OF ASPHAL77C CONCR= AND 4 INCHES OF % CLASS .11 AGGREGATE BASE. co 3.7 LAP4 yIL -00 0 4 /* As Cn 40 low Illy DEV. -L NDSCA '6,:111F F P4* 0 INVONION 17 2a IWO TIN11 .4dh tL &awl < OKE A. *4 6, % t ell, .. .... 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I ., I � '' I , I I . . , , . I . . . . . - I . _� 1. I ., � . . . " . . . . . . 3 1 . ,).,. . I . . I . -.1 - '. 1% - . I I . REV. PLANS PER B.O.S. APPROVED PLOT PLAN DATED 7-09-02 11 . .. . 2 1 " ,�., .1 . - . . I % , REGISTERED CW ENGINEER NO. 26457 Horizontal .1 . I ., . ., I .. . Call. 'TOLL FRtE I . . . _'L . . . .1 1� I i. . I . I . HJW - I . . 1� WON SANG YOO . I I I . . I ,,, . . _OF 11 . I co I . 1 .- I . " . . . , �. I . I I . r" . I .1 I . I . . , 1� I 2192 DUPONT DRIW, SUITE 216 m . I . . .. - - . I TER ' I . 0 . I I I . , . I .. . 1 -800 .,� . No. 26457 - I 1 = 40p 1 . , t., I . IRVINE , CA. 92612 . . I I I . ". 1'�I llj� I I I � . ' . I ,, , . . . , - I . I 1 (949) 955-9027 1 . .. _. . . I. . * Exp. 03-31-04- APPROVM BY: . . Trans-Pacific - ,1 .,�. I . ". . 17, . : . . � . 20' � I I R. I I veftical I 11 . . .. . ., STORIADRAIN PLAN ' . SHEETS 11 li-,,*,�. . �-.�. . -1 . i . . . , ., .1�_: ,7,�1. I . I . I r CO., CALIF. FOR TRANSPORTATION DEPT. . I. I I . . 1 . . 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END PLUG I 106 .30 INV. , . r " PRIVATE STORM DRAIN LINE J & LATERAL 18 1.fi7� 10 R-C 4{ � H fes.• rwr • BY TENANT LOADING' . DOCK ' a 0. 20 11+42.01 C.L. CATCH BASIN 1069.60 T.G. 1061.18 INV. w 41. DROP 01 sP r v y V r 1060.47INVw Ir �� 1060-23 INV. P 16+3§.05 C.L. INT. 25 t'0+00!00"SINE J-�4 v ---- I J.S. 0.4 v r 1055.80 INV. •4A; DATA TABLE . _ L,:_ _ p 1056.80 IN V. 1,S w � v � r 1�" RCP � �, �. :. 3 ®�4.Y8x _. NO DELTA RG RADIUS LENGTH TANGENT j I 91 V, P �� v r 1 ! +1 `, -- " T►� 'r '' '� v ,ops p �6) 1 N84`32'44"E 55.07' 1 5�.2 E 7 BC 17+13.73 C. 1 +09. 7 C.L. 30 v ' » - _ 19+58. 3 B " 1059.07,INV. 1056.55 INV. 42 2 CATCH BASIN �t8'2 _.-' '� v" �' ° �' 2 N69 001 fi E 222.13 � 1 6 INV. 3 30 RCP 1058.67 INV. 1055.30 INV. 12" 1069.86 T.G. 42" RCPW� - 14+D5. 1 EGA p ___,;_ 3 N 4' "W - 12.35' - r /r h 0 0 1• 16 15 1058.60 INV. 01.0f 4 v .40 I V. -__ m 8 33 202 14 1 J v 11 4 N69'00'16"E -- 48.87' - • 0 5 47'29'37" 90.00' 74.fi0' 39.60' ! ; 3+45.60 INT. 24 ` �----- " �� =" =10+00.00 LINE J--3 6 N63'57'S6"E - 128.43' _. - J.S. NO. 4 f 10+10 5 BC r -- 1053.10 INV. 42 7 N73'22'13"E 106.08' 10 9.3 INV. 1054.10 INV. 18" C.L. CA BASIN 20+22.59 EC 18+38.97 C.L IN "•,~ �' 16+24.24 C. . 24 I 11 38 08 32 90.00 59.91 31.11 1068.00 TC 1061.43 INV. =10+00.00 LINES J- ��• 1055.59 INV. 42 r ( ! ----- 5 12 N16'37'54"W - 233.54 " - 10+40.19 EC =10+00.00 LINES J-• ` , 1056.84 INV. 12 J.S. N0.2 \ � -� 4+ ; 13 N73'22'06"E 1g59.�3 INV.. �. � O - 9.87' -- .. . f ! I I 1457.` 0 ►11�V 1054.03 INV. 42 • { ' f 1 58.90 !hE 30" `"' 1055.28 INV. 12 4 N16 37 54 W - 199.92 - 12+ 1.00 r 58.!80 �I N 1$" `M�.� �: __. ._�__ �� � " _ - _ 1052.73 INV. 15 N13 22 16 W 10.37 r Efi 57'Ofi'20" 45.00' 44.85' 24.49 j - 1 " RCP _ t 1 I I I 61 10+31.99 C.L. 0 _ • :1 • ® .779 -. + � 22 7 N70 28 36 E •�- 86.79 s' ;� .• " R 0 , 11+14.45 C.L. 4 CATCH BASIN » , o TA MP 18 N70 28 36 E - 186.59 - INSTALL TE 1064.64 T.G. a 0 .83% , END PLUG 24 1058.50 INV. 19 N 46'37'55"W , -- 10.85' - _. 1063.85 INV. _.. _ ' l 0 rn 37 20'53" 45.00' 29.33' 15.21' 12+ _ 21 N 83 58 4B W - 255.11 - - rt ' F; --�- 4 , . 2 N61'3T54"W - 119.86' - _-. _ _. --10+o0.0A- 1 Jt-7 i B NANT 2 J.S. N0. 2 1$" RCP 0 24'21'14" 150.00' 63.76' 32.37' - 1052: ® 40.579 P TT 1053.85-Jt . 2"-T-- 4 N20"59'44"W --- 114.45RETAIL ' -- _____.._ C- 24 12+22.1 3-£ ( 5 36"48'29" 45.00 28.91 14.97 10+00.00_ JN . 6 N20'59'44"W J.S. N0. 2 -- `° 1052.49 w 1053.49 N V. 18" 12+952'9 C CATCH! BASIN _.4064.16 T.G. ? X51061.26 INV. 1 i , 42 RCP 34 0.509: ` soma10+00. LINE --- rJ.S. N t 1051.43 1052.68- "---- REMOVE EX. 18 RCP 54 do RISER PIPE 10+00.00 C.L. U JOIN. •4 ..v''. � � .� w•.•��',�.-1''- "" ""' ��.�r yF 1, p. • r__'r"y�.i; r,•+e.SY�•t•'�i....•-•irrw_u:.i.---14.�-..:�i.:.�� • •�a'�" '�t .. ' ':?, 4:�:y- x. 't = ' t� . _ .• L- -. - /�- 1051.38 INV--- _4 ---- ` 10+00.00 C.L. LINE J-1 FF :,: REMOVE EX. 42 RCP o - ��" JOIN EXIST. 42 RCP24�`r' do CATCH BASIN 54 11+24.84 cti 12" RM 10,51.11 FL 42" INSTALL TEMP. " ^; z 61 0 8.61% `- 1052.11 FL 18 _.._., .=�• END PLUG o 2 Q 1063.40 INV, o = ""_------ w : BY NAT T I - , ' . _ GRAPHIC SCALE R��NCG�O P R TAS - ��;: 2040 -= " a SAN < �� '. � ,; THIS SHEET 18 RCP P 12 2002 30 10+36.50 22 ��' s�°�' G�'oo ` wild 1 ® 24-36% -, CATCH BASIN � 1065.40 T.G. EX�-��45� REPROGRAPHICS ". 1061.00 INV. p'3-31-p4 ( 1N FEET ) RETAIL ' 1 inch 40 it. 4 l .;sl CIVIL h, REVISIONS SEAL: COU N/ ► SEAL• a F P Underground Service Alert SOURCE 0 TOPO QR ESS/ PREPARED BY SCALE COUNTY OF RIVERSIDE14 f �`�° ♦ PLOT PLAN 16535 REV. PLANS PER B.O.S. APPROVED PLOT PLAN DATED 7-09-02 ti REGISTERED CML ENGINEER NO. 26457 Horizontal ��_ -OF Call: TOLL FREE HJW = won! sMlc 7roo - REDHAWK TCWNE CENTER F' 1 -800i, ,2192 DUPONT DRIVE, SUITE 216 , 2W7 1 - 40 ` IRVINE , CA. 92612 1 it - , 949 955-9D27 _ * E�. os-�t-a ,� APPROVED BY: � --- - -� ..._ �-P STORMDRAIN PLAN 22� 2600 �.......,...,.,,_.� _.- .. �.. Vertical --SHEETS CIVIL RIVERSIDE CO.. CALIF. FOR TRANSPORTATION DEPT. 8118ILTANTi A ENTERPRISEwEsr N� 27TMECULA, CALIFORNIA 92590 KIN DAYS FOR Y I DATE: . TWO WORKING D BEFORE DIG TEL. 909 676-7000 &OOF L 1ADRAw1NCS\PF?aXCTS\REVNAWK TowNE\DWC\2002 nLES\GR40t 0\2002 CR4MNG\pQ-sht_sd14.dwg 81902 24900 w T , .' Hd' i. .^P �. 84•, T nM` ..W' A �' .r•Y[ ➢, -F a e yr .11 a a• a a� , F r, f ^1 r fir - r•"Y ^w.. +a, ' ir',". i r .. r-+_tiww-..rr.r .w..'-_•- ww.N .. .w- - ._.r-N,^r'tir " ' „_,may ... _r-r.._ -.R- ++ ..r+... / � } r - . " RCP p' ,, ' w---_. --.«. _ ..--..w.-•T _-«...fes ..'nom.__ •--...-..__ _"r fir.. .,wr.rte^_ c. •�•r , -' Y d f J.r.•Jw'_ --'" ,o....r. -.- w•-'w : .. x� -- 36" RCP 9 8 \\ 00.5 0 14+61.96 E.0 ; . 6+04.97 C.L. 1060.44 INV. 10+00.00 LATERAL 1 10+24.89 .L. M.H. NO. 1 14+17.07 C.L. 4 J.S. N0. 2 10+00.00 LATE�tAL CATCH BASIN �? 1061.16 INV. 36" „ 1069.36 T.G. :> ' 1061.93 INV. 18 J.S. NO. 2 " 1062.29 INV. M 18+79.86 C. 15 1060.22 INV. 36 " " • 1062.5 I V. i I 18 RCP � 2.229: 1059.22 INV. 18 3 r BEGIN 4" R�P 1810+45.07 BC 13+88.07 B.C. ` 1062.34 INV. 1060.07 INV, 1062-13 ' INV. . 24" RCP 1 18+75.86 E.C. 10+52.76 EC 106251 INV. r , . 1 11 CATCH BASIN �• 13+39.88 C.L. 00.5% . 1067.00 T.G. ., a END 36" RCP 1062.30 INV. S. NO. 2 1063:49 INV , 059.83 INV. 36" FUTUR06 0.58 INV. 18" . E IMPROVEMENTS 18 RCP 06.2% . ' 20+05.21 B.C. 5 1063.16 INV. 20+2 1063. 6 IN 36 RCP 0 Zo+ o.3j o 0.57 CATCH BASIN (4' OPENING ' 1070.55 TC . 1063.2 „., ' 11+• 3.29 E.C. i 1058.75 INV. 11+10.64 B.C. 4 1058.69 INV. 10+31.67 C.L. _. J.S. NO. 2 1058.29 INV. 36" 1059.29 INV. 12" 10+17.36 E.C. 3 1058.22 INV. --- 18" RCP 3 0 44.977, 21 14+07.16 C.L, we CATCH BASIN 7 9+96.81 B.C. INT. 1069.45 T.G. 10+00.00 LATERAL 4 1062.16 INV. 2 -- f J.S. N0. 2 _ " 1+ 1058.14 INV. 36. DATA TABLE 1058.94 INV. 18" NO DELTA RG RADIUS LENGTH TANGENTWAL MART 1 N38051'44"E - 23.90' - F V 9+72.91 - 2 22'06'29" 45.00' 17.36' - --Y-� ! 1058.00 INV. ��ti . 3J Nfi5'0215"E -- 93.28' JOIN EXIST.- REMOVE EXIST. _-- ; CATCH BASIN 36" RCP 4 08n,3'1 0" 90.00' 12-65' 5 N73'05'25"E -- 264.78' -- � 8 " MOVE EXIST. _._- N\ 94'04 31 45.00 73.89 RCP 9 N20'59'O6"W - 380.24' 0 85'42'49" 22.50' 33.66' 11 N73'18'05"W - 125.35' r; 2 52'58'04" 22.50 20.80' -- 3 N53'43'51"W -- 4.29' 14 N61-27'O9"W - 45.07' ►° 5 36'42'09" 12.00' 7.69' • 16 N67-19'27"w 6.00 -- • RANCHO 17 N1 0"01'26"E - 7.16 -- P 12,202 w REPROGRAM -j PRIVATS STDRM DRAIN�r�s; � LINE L �c TERALS O\SANG �;�v 110i GRAPHIC SCALE cr No.26457 4020 40 90 11 , Exp,3-31-04 CMI. IN FEET ) e 1 inch 40 tL Underground Service A I e rt SOURCE OF TOPO REVISIONS SEAL: COUNTY SEAL: QAnfEss, PREPARED BY: SCALE COUNTY of RIVERSIDE Call: TOLL FREEHJW REV, PLANS PER B.O.S. APPROVED PLOT PLAN DATED 7-09-02 REasrERED clt� ENGINEER No. 284571 w sM+c �roo Horizontal PLOT PLAN 16535 .... _. _OF' REDHAWK TOWN CENTER ' - 1 -800 2192 DUPONT DRIVE, SUITE 216 " E 1 RVI NE CA. 92fi 12 No. - 8457_._.. 1 401 227-2600 (949) 955-9027 * Exp. 03--31-04 APPROVED BY: Tran.9-Pacific 17 Vertical CSM=MLYAMT>1 SHEETS CIVIL ��, RNERSIDE CO., CALIF. FOR TRANSPORTATYON DEPT• �•'""."�r-`- N A 27431 ENTERPRISE CIRCLE iYES"f I DATE: AFIS ROAD f f TWO WORKING DAYS BEFo�E YOU' DIG - _._. ._ .._..r.r. ,_..,.._. TEMECULA CALIFORNIA 92390 STORMDRAIN PLAN TEL. 909 876-7000 " l:\DRAWINGS\PROUECTS\REDHAWK TQYVNE\DWG\2002 Fl1-ES\GRADING\2002 GRADING\Pg_sht_sd1S.DWG $-20-02 4=19:23 pm EST w ..., i r,flrl�w�,0,1: ; . I "I ` s 11;,I , , __... .A!r -, I - ., _ , .., , - ,---. - I -1,1. I*1 Ir, i7 W!�fi, ,�"�,�, ; IP��,;T ..-"",.,"Tr,Tlf�"rv"..IF71r� I!,�:_,T:1.1 � - - - 'Y,'_'V �TWK7�;W'�I'41,1i.f'!1. 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I \X" �11% - ,- -.--I-1 . _-, I , � , � , \ � 2-< __ I . . __ . ' I - -- - I . I ,,, ��_ -.-" "', :. . I "" I . ,j frw�_� " . : - -1 __ --- '_" i INE (CROSS HATCHED) PAVEMENT MARKINGS M., .,I. I �, I 1, I I ----.--.--- ____ ___� �� I �-___ . . I � � I -_ _� ('� �__ �-,I - r ! . I -, .- - , � .. .! .- __:D - �1_ - , 41 PAINT 4" BLUE/WHITE L . ,... I �%:� , � .,.*, -- .- ___._____-_____.-._-_-_-___.__ 1__-.__ ___ / / . . ., L, __ ;,"C'., � I ) \ ,�� ;13---./) ---� ___� C=;:D %�_� �. ; I I �' , , � � I � \N \, ,._-I__ _:� ( " I � � C. I � _i; : � �� � 1 1 1 1_� . -_ _- _ __..j =-, �._A! I -- -_-T__ —, -,.-- _ - i k-4 I - - - + . I . I I .1 -11,�� I ( � I ____..,.__-' - I __1 -----' 11��,� --- I-------I+— i 1AA I I . I . I � � ,4 1 . ,__�__ !____ — ___� — - -1--1 I" - - ' -,-.-.-. ., . .1i.- � � � �� � _�� . ----.I - I- .. - �4�_ _ ---.I- 0-.---.�+I.- _ ...-__1r__- . - �` f , , .111 " I I I I I \" __ .-: � I----,.-- -...-------- __ --,----- .1` - -4.-- _ . -_.4 -.-..- I 1,_ � �,", ", 1�� - T ,-- __ PAINT 4, VMITE LINE (HANDICAPPED) SYMBOL ON BLUE BACKGROUND PER U.B.C. . __ I j I . , - ,�, _... �____. ----- - 1 117;_1 '1�1 ` , �� I I I I.. .., '�I I,� I �, ",�,,� _::� .-.--- ---------..-_ I r __ L J -_ - ">_ I , ,,, I . . . 1, �� I I - � � � V ::,_�__. :;=� ____� .---=-,----- C.- .1 - . 1Z__7 T I , - -1-1 ;: . 1j, . I I _ - . I 4-__ ---- I- - ___._ I I .1 . .. ., � �� � �I ___ --- . _+___1- � ______� ---,--. .--- .—,J--- _ , - - ___1 , - . . I - I �_ I . , - - 11-- ----. I 1. _+__-- � ..-..------- ----,---- 3 INSTA' i . ,, . . - --___t____-I ___j -_ . ---+----- --1--- '---- I i----, . _Cz.I LL 70 SO IN (HANDICAPPED) PARKING SIGN PER ADA 3107A I , 1, - I _ --- ! T I I 0 . i _4_1____ � I I I I I .. . I , � T / i 1--R�.. ----.-.--.- - -. _____.1.�_____ 4 - 7H-__ --- _____ -_ I ______ . T - I --- I ____.__ - ! I I - ---.---- .- - . I ____..___ - M - I I I I I, I I �. ---i .. . . . -_ --,-"--- _I ___. ------. ____ -.1.._1...L_-_- . � �_ ---- . 0 - 0 11 I I �, � I ' i _.__� -.���.?Vlmft= -L---- p . . - - i . . . ! �' I ---:I r �". I I . I '��, . I - , I .01 -----t 1, . . I.. . ., I I I � �\ . -_' --.---_ __�_ ____4_ 1 - PAINT "STOP" MARKING PER ARCHITECTURAL PLANS . .. - 1.".1 I . . _)I � ___ ;-;- ---- __ ___t____ 1- --I .. _�___ 1 ___ I I .. --,-.--., - ___ . I " �-I---- -_ T ___ _-__:�;01 : � -h- , .____.___-� 4 . ,, � *, . --'-'I- T I—- I--.------- . a I � . .- ........- 11 __�k- -!---- ,.------ - - -_-- -_ -_ ,. - .___ I t1MC+1 I . At .1. I . 1, 4 , I . - __/\,�__ I-- I _11?"'�_ ___�/ -_ __< -_ -i I � I I "', 7 I , �.�* . I I , ----. . _= .--- I 1, - .-_�__._ q ,- )� � . -- - T __�___-_ -_ - ,1 " I �\, I � ,.1, ,>__ - _� , , rf;. . I I/ k . . - ____ __...� _J__ 0 "e, , " ""I ; .. 1 !2 . I __ —, I __ _ 241v- If �. � I � _._ ---.--.-.- ___ __ I — . . . � )I , . ) _424L� - -A I— - I � "� . .. . �11 I . ' 4-- -- 7 .5 (9 INSTALL PARKING CONCRETE CURB STOP I I ,, .; , I � '�. �, � \\\ k � . �Y,,O� -__ . )____ _-._ - _., --..- .-.,--.,�__ � --- 2_� ; 7 � I I .>- --) . I I I 1 . ".� . I I .. I---- I . - 1�j-21 ____<�__ .. - ----I,- -"---"/ ---. I . - -__ 11 . . � I \ \ _� __ _ . . 21 1 -.--. __ 11 -----. I/ I - I >1� , �, I . - I.." - I __!-- -__-] 2r �.- I I � .Kt7 __ � , F -_ _-___+___ �>,_____ ! . . I I . _ . - _ ___ i 0-� 3IOI _-I -7 PAINT SOLID LINE PER ARCHITECTURAL PLANS . SN 0 --_--4- ----1 .--.-- ___ -IL- I_ ---I- -_ —-�----V, t, I �,., I 1, I..) . 1___� . — ' --- -1 I- _�4�' i �,,v . 1010 A . 1, t.-,,;, - 4 I.., , '. I .,�i � . _ ---.-,---- -, - - .. . I --,..-,- _ -_ . , --- - 41y .---.i-'::q:4 __�� I . . - �._ ,____ 1 ,4 _. I L, I CID ___J_ ! .. -- I I- , , I , -.-.-.-, I ----I I - -_ —-_ --- ,-,-,.I . � ---4_1 __Td .--.-.-. I ." .� . I 1 --=-+2:-4 ' I .____4___ .--.- --.---.-I-- - ___ - 1 .6 " __ -,-- _�(D-I i - _.�� I ..I - I . .., " .--.--.I- - � - w SION (Rl) I ?'I I '_�_ . I . _ -+--.- __ -_ .- ____.:i'_- -�� 11; --_ _ . it' I . .. , \\ \ . % \��,N\� -- 11 I __ .- --4- -04--... __ 4-254------) � , C�� t ---'---' . .. . � , \ � 4_ -74 1. I \ \ 1'�.� N� 1. ... � \�\� F,-,-,-t 25 .--t--- –_#� – - .— - �: I 4+;it:!'4� I I . 1� . . I I 14 ,-� __ ; � L___1 - I -1 . - 1 . -. '- ; - -- 3r_I_:1 �� INSTALL STOP . - . . I'' I . \ -.% I \ �____ Z)T ___.::�� I -4 bt . Ab -- ---- - - t---I .. ,:I .5h, -E56-1- I Uq . .:" I - X\ \ ___ _...-�k _T_ - t ____ — L- r-A6 -I I I r_ __ I. - I I !2 � I--_ _1 ____ I . . .1 , , 1_______T -i -___f ---I -i 1-__ I- - i T-- t-- ---I , I____ I I . . I - /, -_ . 11 / !�� . I 4 . I . - � q. - >_ ___-- . -:t ,k - I— ; -- 11 . . I �t 4' . ro. %,\ \1 � __ /\ _�,8,>___ � /.- - I I, -�-�__.___ I _ , , - ___ - . ------..-.---. I \ ONO PARKING-FIRE LANC PAINTED TRAFFIC RED ON CUM PER . .. " , I-— __ . - , _--i --- _-___�__. ",,- __< --.--.-<, i 0,I \ \ :#4- -__--, --__ �\ .,#;OT ±--!!�O� - OA I, I . V __N\ \ \ _ - ��,_ -- - - , _ 1�.,/__I I- .__,�.�>_,__ -- I .- --- � . . I I � I . , r . A- - - - i . - -.-- -----: , 1� i � �, \ \y, i I . "� I \/ - 5� ! 11 - . .( -, I . ; I . . I - - __ Y I , . . 11 . ___15"__4 1 - .. �4 I .- _V5 4 ��_ __ . " ", I I - \ � \ _tIAT- _ __ -S ' I— __ � --.--<. �*_ _� . - ---- --- .. -1 ;---- _- : --- __ - . . ---- —_ _____ ----<I"'_--- RIVERSIDE COUNTY FIRE DEPARTMENT ORDINANCE. . . 1. � I- t--- I-_- I � ... _1 ; � _4 .. .-.--- Y' I ____ ". I. ;1 . 1. I 1, � . I � . ______ . -_ 1"'' , � , - -1 --- I ------------- I ) I _. ,-.--- .__+I -----__ -_ - -_ I � -.---- . I I-__ - I ---I--+- ___ -,--,-"--. ___ .1+____ _-____.____. ____ - -1_11 , .-.---. I ,,,,-- ______+______ - - -. �, : .. , � A \ , 1�\ k \ - ___ 4 1 ; i �;:; ,� I _<1 0 I \ � ��, ( I I \\ \ ., — ---,----- I . I ----i,.-- --_... .. ____ _____' I . �� \\ �- �_, i - _�_-_ - ---t - _____L._- - ! T ) PEDESTRIAN CROSSWALK WITH 4* W1DE PAINTED WHITE STRIPING PARALLEL TO DIRECTION . ,I.. "I, I \ �� \ \', %X --.-.--.-_ � .-.-----, -_-__f--_ _-____�__-__1 t� ...-.---- -_ - - --- OF TRAFFIC AT 2'-00 O.C. UNLESS NOTED OTHERIMSE, SEE ARCHITECTURAL PLANS I . , \ \\ I . t— -----I ��A, , -4--_ 1� -. , 11 I - ---.--- � I , . I �11- I . . '% ,I� .% \ \\ "-__ ___-r-- __4___ ___� ___�__ I -- I . �11 , � k . , --- ..- ,--. _,_.,_+-__ , .a '), ft __.._._4___.- _____.___.____ _______- - _____ --- + I—- 1 �,------- "::t----- - @ ,I - . I \- � , , . , I I .---- -----,- ___ __.�_--- 17 i , _---I ----. . i ' '. ,� ., , A 11 -. I __ --I---- ----+ i -.44 .. _ -I----- . . ---i--_ ---,-.- --- , _____ ,- .--k--- ----.A PEDESTRIAN CROSSING SIGN W54 TYPICAL AT PEDESTRIAN . . I I , ,\� \ \\\ \ I --- --- ( ,)7 .-,-- - i, � ... T " . I , ! - -_ � I .I . I ,\ \\ ,.--- ______4____-_ _ --I--- ___L__-._ .J�-__ - - I ____._14___ -_ _1-4 1 1 1. I 7: ,� I I ., I \ � � � �. \ � �____ .-----L----, =L 'A, , ___._t__ ---- .11 1, I—— L__ .- ____.____ 1 ___4___-___ --------- _____,.___... � _-__.,_i____ -.---- I --11'.. ----<Y>-- (D CROSSWALKS PER ARCHITECTURAL PLANS. .11 + I , . .- /\>--- _411k�_-, - ___ ,` -.-- __ / I _.__< I - --__ k, A I I ., /A\ . .. \_ __ ! I .11 I..., - _ . , il *�`>__ _<1 , _< I . �11 -- -, 16 , I ... _ \ __ I �_.- 1:1 I / /\ __ �____ - -1- _ I a"40 L," ". " n. \ \',\ �_-_ -_-_ " >---.- I I . % . f 11� - __ 1 , 7- < . I YIELD" PAINTED VMITE ON PAVEMENT TYPICAL SEE ARCHITECTURAL PLANS. I _� � I -�.�- =�- ----.-.. : )� .' � . . - --- ------ . ... .. - . i \ ' __ _ 1�_ I� �_*., _f_L -7 - " . _ __ '. ,� #j .. N. / , I" . I . . . r ! , �_ ;_ __ - _.� - I . . . I Q�, I �V I I : i I -.--..--�_ _____ . __ V___��__�._ - ____ ___._ . - I�, . , � �,\% N\ \ 11 \ �,�j ; L_ __ , -.1 - -,-,- -.--- __ ,__ __ __ ��___ -___ � -..--. --,--4.-�___ �.... ----I--_ .. :�i 11- __ _____t____ __ �___- �-4---- -- II .__ /,\-I - ,- I 40 WADE x 12'(f LONG YELLOW PAINTED TRUCK ALIGWENT STRIPES, , -.1- @ 0 � - . . . � --- __ ,,_-... � =-.-_..-_-_-� =7�--_-_-_-_-� c-,- ---� C-77-7 ., _L- ! -__-�__ -- - - -_--..---- , . . I I .1 I .. I . I \ \ . \ I ! .-L.-.1. ____--_.-1 _....- �__ -.---.. - -_ I � t I I . � SI L__ - .. . - +-- I � , I � --111 .1--.... ",e) . I I I r_,�,. __ -.1.11.-- --.1.- __ -..------- I I T --- SEE ARCHITECTURAL PtAN& .. . .1�j.._. � ------- i. .,4---.--- 1 1� .. . i SEE APFPRRO I INOF \ --, A Q � I _ i i -_--- I I ) I I 1. �1' NALIP,\,LI ' I\\�', \ .__� 4____*__.1 -,---"--) 0 IT q.51 -&�'N _�� I -.-", ,a 1�1 I'll-,", - (D CART CORRAL TYPICAL-SEE ARCHITECTURAL PLANS FOR WAL-MART 1. ,". . I I ..." . I 1� I I I �.__ �__,- --�'7 ---', -c --) - = --_-:-n _' I CART CORRAL DETAIL - � . 1. 4 516NIN67/STRIF NO PLAII�5 , I L'� . ---__-� 7 � C 7 7 1 7 _ r I " . . � � I T I . .1 .. ______) I , T -- -1� ,---- ,,--' I . . . il I .. �j ; , \ \ .J�_ �."i I e-,I'- 'I .1 T I �, . I . ___1 I . I "I 1; . . . \ I , . It , , I I I I Am 6 , I I \ \ 1\ "\ \ I 40 T � I I f T e, . \\ \ %,�q � - I , i I � 1, I \ I ,� 41,; �' , * __ C_ I @ � ,. 1, 1, . \ \ i I I tie., : ! I __... -_ I q.5, 4.0 I T,7;�." . - I PAINTED DIRECTIONAL ARROW TYPICAL. SEE AR041TECTURAL PLANS. ., 1, I "I � � __1_ _L__L__1_._ -_ -1 . ,- 1__-4-i t-1-j-I- j ,� _� -1 ,, I . L-A � 4. �. , . P, . . '\ I T 11 . 0, . I I ".=._-_- ._, I `_ . . . .. o- . 11 . , , . , 11 . I I � . . I � . . ,I'- .-- I AISLE INDICATOR SIGNS TYPICAL - SEE ARCHITEVURAL PLANS. . _. - - - _ r-- ..-.,-.__r_11 ,.-=-_=�.�=�- I i I 1; � \�r N "__� N, '� Ir I 11 1, '' . I \'\ 1, -�..,- - - I � I T T >� . . � . I .,\,\ � . \ ,<," \\�\\ i I I�, ) _�___ ; ( L. � f e177 I I I E:- I t_� ,., I � ____I.I 1.11 ------- . , I I I \\\ \\ \ \ , _1 � __ --__._ � . � I ! T� t �\' 3 �� � k, , - . . - '. i, . -,.,- I I ,., .1 I . �.__I I __ I - I . �_. �11 , . ,�,I. . - . IN \ I ".--,---- - �K_-_, - L-�'�i . .-._,____1___1_________/ �,-____.____ -.----- � _ I ___ I ,� , , - . .1� ___ , . I ,.', ) % ,;��_,:�. _� - ___. __ ",-,I � -..-.-,- ___ _,_________,________ kL-.- i , i I I � '. -.1---. - ,_ __ / _ .. L , , , . _3--- t -6 -11 ��_V - � � � '� 'I 11.1 \ � \ - - _J__ _t _ - ___� ," I .-, I I I I I �t ,.� � . ,,� , \ 1\ ) -7 _ - . - � __- .-F-J.-_ --i- �_� ___.. . . . I I - -, , , , .. ,� - ,I - L , G) -_ I " \, \ -___-_;N_ _ 4 --- "") (K � -----. i U___ -L-1_Lj, ____ .t, I . A—.: . --_ . - ---,., i '. I . 1. . \ N, \1. Q ___1!r- _.- __ I .--_____ - _____ --_�! - . -_ -- ___.. , I TLE STRIPING SEE ARC47ECTURAL PLANS. - I ,. . \ \ \ " ., ��;p ,__ � -__ - - I - - 111111111 ___.__%__ ___-----. IN,-I ----- 4-- _ �,I, 4Mp-1 t�� � I . . . . _-, .___ ---..--- ''.. . . I.I I I I \ \1 .1- ,, _.- - 0 L - __ ___ -___.-"-------- 0 -_______ "� / \ ,\� - _,_ --- ,_.______.,_--__ �� - -1.___--..,-.,-,--. , -"I 0 I ___ tjr_l �, 4L __ ::�.::7---,. �.�\I' � -____ .-_ I I . � . \ �_ ,,, - . , , . I �&~ - _1\ - ` ' - . .. .V�� I ONO TRUCKV SIGN. SEE ARCHITECTURAL PLAPh. . " lr''�, ,1�. . \,\ . \ \ I , ,!�,_-�_ \, - 11 _..... I -� "LO�_" � I I ----_ il� , .7r - --- _______... . .... I _-,--,--I A .... I I I . 1 41 � \*1-1. \ ,4,� � . y I " - - _C?TS_T. r:7 -IR_- - _ � "I, '. I'll . . '! I . � . - -J - �__ �� ,�7;Ti � - ( ,. G� . � 5 T j "� � - -- I . , I , \ �� I ;:�� =_- � / ,,r f 0 . ..,.-,1,I - . d.,'I" 1. \ \ \\ % I ---,.,--,;-:'�� - "' U t .. I 11 c I \ _� v R - , 'nly r g L 7 .. .. ,. , _ui M.-I - - . I I I .1 "I . .1 . ..,.. \ I \ - ,, :.;;_.,_� � , , I -" I -L I m I�_-��T,,IN.�_,!K jr Mi-_i-1_*5-�ILI-,,I 11-T N.�,n T.WRY-�1 _I IT� I I I I I I ." .. -..,.,-- .:- . . 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