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HomeMy WebLinkAboutBook 1 Pages 44-46 Parcel 8 Precise Grading CITY �F TE ECtJLIa GENERAL NOTES: PC}FZ. OF F�AR�✓EL �, F�. M . BKo 1 PA�ES 44-� 'C) PRO✓EG'T a,G � L�CATI�N �, 1. THE PROPERTY OWNER, ENG4NEER AND CONTRACTOR SHA�LADHERE TO THE CITY OF TEMECULA'S STANDARD N+�TES AS SPECIFlED IN p c -* APPENDACIES D, E, F ANd G OF THE "ENGINEERiNG & CONSTRUCTION MANUAL" (i.E. BEGTION 6-2} IN ACCORDANCE TC> CHAPTER 18.05 6F THE (-" ��C�tJ E F�AD i �!G F'L�N CALL£ ELENlT ��i��'� "CQNSTRUCTION GRADING AND ENCRAdCHMENT" ORDiNANCE NG. 13-01. COPIES OF THE NOTES SHALL BE AVAILABLI� ON SITE A1"A��TIMEB � �� DURING THE CONSTRUCTION OF 7HE PRpJECT. 2. TNE DEVE�OPER IS F2EQt11RED 70 ENTER INTOA CULTUF2AL RESOURCES Tf2EATMEPlTRGREEMENT WITH THE PECI-IAiVGATRIBE. THIS Zm�inp� �R�TA � �P AGREEMENT WI�L AODftESS THE TREATMENT AND DISPOSl7IpN OF CULTURAL ftESOURGES AhlD HUMAN ftEtNAINS TH!AT MAY BE IMPACTED AS � A RESULT OF THE DEVELOPMENT OF THE PROJECT,AS WELL AS PROVISIQNS FOR TRIBAL MONITpF2S MPR R�P� � 3. A 30-DAY PRECQNSTRUCTION SURVEY, IN AGCORpANCE WITH MSHCP GUIDELINES AND SURVEY PRpTOCOL, SHALL BE CONDUCTED PR10R .' � '° TO GROUND DISTURBANCE. TNE RESU�TS OF THE 30-pAY PRECGNSTRUCTiON SURVEY SHALL BE SUBMITTED TO THE' P�ANNING DIVISION curivE oa a �� � �/iL1FaRN�A � ,�S�P �1 �y � PRIOR TO SCHEDULING THE PRE-GRADING MEETING Wl7N PUBUC WORKS. S I T E P L�T R=asss.aa� �7=--------- ( fl=3°73'b4" ('jQ'�V4i� .A �=aT.7s� ,nn � IRRIGATION EASEfv1ENT �R p� A. TRIBAL MONITORS FROM THE PECHANGA TRIBE SHRLL�E A�IOWED TO MONITOR A��GRADING, EXCAVATION ANG GROUNDBREAKWG NTS � aka3'iRR3carioN eAseMENTTp �, , � SHEA HOMES�IMITED PARTNERSHIP (Zp/JCNd ACTNITIES, INCLUdINGALIARCHAEdLOGICAI.SURVEYS,TESTlNG,ANDSTUDiES,TOBECqMPENSATEDBYTHEDEVE:LOPER. (�(� ^$"f� �T '1LANDSCAPEEASEMENT ,� i PERDOCUMENTREC.?-29-2664 F V 1 \ D� I I'l�� r /' (TO T.C.S D.PEi2 DEED 1' AS DOC.#2�b4-p5$9647 �� 5. A��SACRED SIFES ARE TO BE AVOIDED AND PRESERVED. � �� (Rec.s-7-2oozas ! / '-' �p.N� � ROAD � DOQ#2002-3tl8584 i � S�E SHEET G 2 ��'�� ii , '%� -�. ��� �o 0 6. IF CULTURA�RESOURCES ARE DISCOVERED OURING THE PROJECT CONSTRUGTION (INADVERTENT DISCOVERIES),A�L WQRK IN TME AREA ,�f ,' �,'i�%i" ..._ — � 0 R , � � i ;,� r ,,, � �1�AG E I.A QF THE FWD SHP1lL CEASE,AND A QUALIFIED ARGHAEQ�OGISTAND REPRESENTATiVEB OF THE PECNANGA TRIBE SHAL�$E RETAINED BY THE ,O� % , ��� / � Sp ��L��pO �j0 PROJECT SPONSdR TO INVESTIGATE THE FIND,AND MAKE REGOMMENDATIONS AS TO TREATMEN7AND MITiGATION. ` / , y / � � �E M�TH � �� ,� / 5 q � 7. A QUAUFIED ARCHAEOLOGICA� MONITOR WiLI BE PRESENT AND WIIL HAVE THE AUTHdRITY TO STOP AND REDIRIcCT GRADING ACTNITIES, x >�s`4a�, '�� / � � ��,2, � 0. ?9 W GC)NSULTATI4N WlTH THE PECHANGA TRIBE AND THEIR DESkGNATED MONITORS,TC7 EVALUATE THE SiGNIFICANCE OP ANY '' � � Y. \ � /G1dL.h�� � �� �� m ARCNAEO�OGlCAL RESOURCES pISCOVERED ON THE PRCiPERTY. /`� � \`��`>°' �� ���� ` �` � � .`� . a x ��;s�b ap��!�� ¢ �0 � x x x a� F � q �ASE ENT F 2� .9�, � 8. IFATANYTIMEDURINGEXCAVA710N(CONSTRUCTiON OFTHES3TE,ARCNAEOLOGICAUCULTURAL f2ESOURCES, ORANYAR7iFACTSOR Rv onrr, R.s�Ftvt�n�i �ii�V��af�, >$�, , N ,. �ess.00� x , F � �a oa � r � � ;, �~ �.. OTHER OBJEGTS WHICH REASONABLY APPEARS TO BE EVIDENGE OF CUl7UF2AL OR ARCHAEOLOGiCAL RESOURCE AFtE DISCOVERED,'fHE a 7 ss�s3^ ' ` � 'r��a�"o��ae°� �. T '"� "� ,,�,, ���,,,,�, --�'` PRQPERTY OWNER SHALL IMMEDIATc�Y ADVISE THE C1TY OF SUCH AND THE CITY SNA�L CAUSE ALL �URTHER EXCA\tATION QR OTHER �y ,�,� C-ANDSCAPE EASEMENT / � � 2�5.85� � r x'^:"x �'�834'^ "x `,�-"`� �, ,.*`e"fi`�°� $TA7E J- '"' C?ISTUfdBANCE OF THE AFFEC7ED AREA TO IMMEDIATELY CEASE. THE DIR�CTOR OF COMMUNlTY DEVELOPMENTAT FIiB(HER SOLE pISCRETION x , raT.c,s.o.pER oeep ' � a ` :o. x" " , ','N,X2�a����� �o at�`,--�c � ` � REC 10-02-2008 AS � r � v � � ,< � ^^' MAY REQUIRE THE PROPERI`Y OWNER TO �EPOSITA SUM OF MONEY IT DEEMS REASONABLY N�CESSARY TO ALLOW THE CITY TO CONSULT L�� � DOQ#20�8-0534693 ! °' x ' ' � ' � ' � ti, � a �'�I/T�� ANQIOR AUTHQRIZE AN INDEPENDENT, FULLY QUA�IFIED SPEGIA�IST TO ihlSPECT THE SITE AT N� CO3T TO THE CITY, IN ORDER TO ASSESS �` "/ ' �s�Y x M / x x X"�"'� � N OR�H � � �j � � T � � � � THE SIGNIFICANCE OF THE FINQ. UPON DETERMINING THRT THE DISCOVERY IS NOT AN ARCHAEO�OGICAL!CULTURAL. RESOURGE, THE ` / < . ����.+ • , •x x x�`� / `�/ � � ,°�� PLANNING DIRECTOR SHA�L NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHA�IAUTHORIZE THE RESUMPTION OF WORK. � � � ` " � � �` 9� � ` ` �ry ``r � � �`*,� n � x .: r .r r y+ x ,r i rfi� 6 � ' y 1 s.J !�'� / �� . > x � i � , ;3 ,x -r, r. o'a �i �`LI . _ �.. \ �. UPON DETERMINING THRT THE DISCOVEFZY IS AIV ARCHAEOLOGICAL(CULTURAL RESt7URCE, THE PLAPINING DIRECTOFt SHALL NOTIFY THE r y x x x e �a - ' 8 % �n; 6�j�<' ,�r? Nm ACCESS E SE T �, PROPERTY QWNEft THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MlTIGATION PLAN OR OTHER CdRRECTiVE �� . . r � � � , ,. � �� � �N PRIVA7E ACE S EAS e rr MEASURES HAVE �EEN APPROVED BY THE P�ANNING DIRECTOR. � ` ' � ' ` ` ` ' ' x i `� t �' �� aeR rRacr N�,. azo \ J ��tb �(/ '- � x ,c � x ,. �x�x�„ r. /g � 7� � i� �m PER MB 320?79-87 � 9. 7HELANDOWNERAGREESTORELiNQU1SHOWNERSHIPO�ALLCULTURAL'R�SOURCES, WCIUDINGA�LARCHAEOLOGiCALARTIFACTSTHAT �'�� �✓'a`�'� � ' �`�x�x�`� r� �x����x�xj=0a� � � , ��� � LEriALDESCRJPTJOIV.' � � � z , � i x x � i � r. �e ✓. o ARE FOUND QN THE PROJEGTAREA,TO THE PECHI�NGATRIBE FOR PROPER TREATMENT AND DISPOSITION. �'��� Y„ X � x x x � x /.��' ' zZ � 2 THAT PORTfON OF SECTION 29, TOWNSHIP 7 SOUTH, RANGE 2 WEST, SAN . , �� F F �: � >< > ��x /ory6 � >''� ij � . x F r r ;:. ;: , F /y,y � � �t � ' �� r' BERNARDINO BASE AND MERIDIAN, IN THE GTY OF TEMECULA, COUNTY OF 10. NO GRUSBlNGICLEARING OF THE SITE SHAIL OCCUft PRIOR TO SGHEOULING THE PRE-GRRDING MEETING WITH PUBUC WORKS. ALL � �� �r� � � � � � �r� �x�� � � � , > RIVEas�DE, S7AT� oF CAUFORwA, AS SHowN ON PARCE� 8 oN Fl�e iN BOott !, � � � � � x � ; >� �. /� PAGE 44 OF PARCEL MAPS, IN THE OFFICE 6F 7HE COUNTY RECORD£R OF SAlD PROJECT SlTES CONTAININ� SUlTABLE HABITAT FOR BURROWING OWLS, WHETHER OWLS WERE FOUND OR NOT, ftE��UIRE A 30-DAY = f� > >- � x � �> . � � x �,�� '�' � �^ �� " ANDSCAPE EASEfNENT � . "� r F � . , r a N, z , „ � PRECONSTRUGTION SURVEY THAT SHALL BE CONDUCTED WITHIN 30 DAYS PRIOR TO GROUND DISTURBANCE TQ AVC��ID DIRECT TAKE OF � " � / ����' � � >' � � ro sHenHOMes��r�ireo � � � CoUr�Tv, DESCRiseo AS Fo��oWs: . ., ,: r z i ,r � x . ,. r, Q, �o v. � , BURROWING OW�S. IPTHE RESULTS OF THE SURVEY INDICATE THAT NO BURROWING OWLS ARE PRESENT ON-SITE,l'HEN 7HE PROJECT MAY ;� �°ds'os^e �a.�7� '� x ` ` ` , �" /�,� ����" � �`,�' r�� PARTNERsr+ia,aerx oeeo �Z � ' � , '�'x"x"x";, „ ^,,x��'x" yMb $C�,� ? r ' - RE42-OS-2003,ASDpC.#2003-084526 ' �EGINNING AT THE NORTHEAST CqRNER OF SAID PARCEI $; THENCE SOUTH O° MOVE FORWARD WITH GRADING, UPON PLANNING DNISIQN APPRCVA�. IP BURROWING OWLS ARE FOUND TO BE PREcSENT OR NESTING � < . , < � . , , x yary zf � � ' >' auirc�airvaeo av ooc#a.o�s-oassss� � ` `� 27' 48" WesT, 294.61 FEET ON THE EAST LINE TNEREOF; THENCE NORTH 84° 32' � ���� r z f x s � � ,: r v �c� � .� i �`,; � DATED:t0-6-2016 ("L" WEST, 309.35 FEET PARALLEI W17H THE NOR7H IINE OP SAlD PARCEI.; ON-SiTE DURING 7HE PRECONSTRUCTION SURVEY, THEN THE FOI.LOWlNG RECOMtv1ENDATIONS MUST BE ADHERED";O: EXC�USION AND , � �y, � , , r , , , � , �,� � ; � ^ RELOCATION ACTNtTiES MAY N07 OGCUR DURING THE BREEDING SEASON, WHIGH IS DEPINED AS MARCH 1 THROUGti AUGUST 31, WITH TNE " x ' : , ' �" v /� > .� x � � x x � x, ��,�� � t � � � � ' Z� THENCE NQRTH 49° 13� (O" EAST, 386.3$ FE6T TO A POINT ON THE SAID NORTH FOLLOWiNG EXCEPTION: FROM MARCH 1 THROUGH MRftCH 15AND FROM AUGUST 1 THROUGH AUGUST 31 EXClUS10N AND RELOCATION '� , , ` „' �" � ,',' , x x yw ��;`� � � � , a ACTIVITIES MAY TAKE PLACE IF IT IS PROVEN TO THE CITY AND APPROPRIATE REGULATORY AGENCIES (IF ANY)THAT EGG L.AYING dR CHIGK j'A C�ENGTH , , , , .^ � �. , , x ��,��: ` � 7^, I.�NE, NOR'rH 89 32' i2" WesT, 59.35 FEET FROM THE P6iNT OP BEGINNING; x x / i ; ;. >� �F :: v xeq, y � � � � � THENCE SOUTN $9° 3'L' i2" EAST, 59,35 70 TME Pa1NT Or'� �E{�i1NNI�dG. REARING IS NOT TAKING PLRCE. 7HIS DETERMiNATION MUST BE MRDE BY A QUA�IFIED BIOLOGIST. /�� n=3°ao�2e'• , � , x x y,, ,� �y�l � � . , v s / �.=sa.se x x x � ' f F x ,� ,� x x x x�� ��t�\� ✓� � ... . . � � � �` ' ,a �Y y xx���� "3?�� , � �� . , ��������� ' ������� EXCEPTING THEREFROM 7HAT PORTION AS OFFERED AND ACCEPTE6 8Y THE � i i x r i � R ROOF R� � � <�, x h x� < r < � h� �: �$�59'4 ^y� CITY OF TEMECULA 6N tHA7 CEftTAIN "OPFER OF DEDICATION-R6AD PURPOSES" /� i �'y`»'�9$`��� 6`�y``r 25.8G'-"� b� N6srj36�`�?�_,,.'n' RECORDED AUGUST (9, 2004 AS (NSTRUMENT N0. 2004-0656475, OPFICIAL PROPGSED RESIDENCE � 6�48"W 25824' RECQRDS. ,p� FF 55.84 30923' � � 'OpS, A.P.N. 957-SIO-Q46 � FFaa.So (�sao} 3i906 CALLE ELENITA � � '� � ;�- � TEMECU�A, CA �.�r�r��A����is���� _. �.., & _ z J,,: ,-' _ _ t,aao) �/ /A TR ( _T ( /R� ` 'Tr`�y QUANTITIES �PR3Pf?SE-6�GRRRGE � �V 1 tl� 1 1 !� i✓ 1 I \d A Y � V B {�V v _p REC.�'rT-26C12 fiu a ,--- $ _ �F�5-33:D � • [�p�#2E3£i�349S84 g" _,� �c�z.o�zs�— � 5,399 SF .: _ . .. �. ✓ :.t ._ :: .: :: "" __�� -�::.(1330) g,��-'` ...: + l_ _ .: ; _ B{� CONSTRUCT CONCRET OV DT CH PER DETA L H REOiNS R 211 LF _.: _. EPQRT � ' " � �C CONSTRUGT RETAINING WALL, UNDER SEPERATE PERMIT 404 LF �.� 1 -: -.r t R� �� „�._ -� `a R �� i{�a2o� ..�- -. i_ i TRUC D (vo. __ D� CONS T DRiVEWAY APRON PER COT STANDAR 207 121 SF _ _ _ _ _ .- _ _ ?C-SECTION A-R` E� iNSTA�L 12"x12" CATCH BASiN NDS 1200 OR EQUAL 3 EA F{� IN57ALL 6"x6" GRATE NDS 771 OR EQUAL 3 EA "� PROPOSED G� INSTALL 6" DRAIN PIPE S=1% MIN. 205 �F � N o RESIDENCE g � �b e � U B� � FFd4� �H EXISTING DOMESTIC WATER METER TO BE USED FOR THE PROPOSED FZESIDENCE 1 EA (,ry FG4A.�t �I kNSTALL SEWER LATERA�WlTH CLEANC?UT PER EMWD STANDARD 1 EA °` � z C� �J INSTALL 6" POP UF EMITT°E12, NDS MODEL 620 OR EC2UAL 1 EA - -�,aao> X o � K� DAYLIGHT 6" PIPE WTO EXISITNG GONCRETE V-DITCH 1 EA -- � �'' - `��1 ERSEMEN7 W �°�p ' ��3��� L� RELOCATE EXISTING IRRIGATIQN CONTROLLEF2AS SHQVVN OUT OF DRIVEWAY 1 EA {i..._. -:_ :::.: -�— "`,- �.�:�::�1330) �-. ..:.,. __ _ .-:.� .._ _. __ ` . _ X-S� .�iT�oN �-g` - _ jasa5; -- _—__ --- �=" `� / 20 Q 10 20 40 gp J/' l,�3t}U I ExoS�G�NG �` � �� �, ,:%` 'k DRAINAGE � F(�UNDATION DETAIL �—��E� Q C4NC'r�ETE SCALE: 1 "= 20' 'f '� /` ` (PER 20i3 CBC 1804.3) N7S EXiSTING CON70UR �2200� �/ C�Rg / � F ,'` � i�/ ^��"� o i INTERVAL = 5' ` �� � f, 3 D � .� � j 1 , ' r�� ;' m � ( , * PROP. ELEVATfON /� �= i � �, ...q ; -� � o i 10 �, w � ; f' , .. ,' ; , � � � �.� .�,� , � � , , . ---_.�.�. / ' /` ! � fll `" � � / ` ' � � / ��3� � _ __ f t (l Q � � ,' %� /� ¢ DRAINAGE SWALE __..M `� / � Mlry, � 2% j r- , � '�.`� '-- �--" _ ,°' �, � / / � e-- r' / / '' AX 2% MIN. VARIES SNEET �LOW j 1 � %/ i, � ooiL���� � �'�1 -R/�/-... `�������y� :' >d \ .r.�--- ,; TYP. � ;`"I �� ��� j �� ,�,�' � -.-- — ..._ �\jr ; ' /\\/\\%���\\i\�%��%��,���f�\f�\�i\�/� RELOCATED �,� f /i ��� / ;, � �- .— � � �s\e��\�i\��ij,��r\��i� � �lIGH POlNT HP ift va�vE f �. � � �j Q. er-��� l � % /� ! � �xisrir�c sioew��K � .. i, �,/��/� PROP FLQW LiNE .` / j i / n _ ,_.. _ � * � FL 52.4 � � ' � �� � j �� j � / / � I \ NOtE: [F SWALE 1S IESS THAN 1Q FEET FROM � BUILDlNG, THEN MINIMUM S'NALE FZOW SHALL BE 2% '�., � ' % / % EXlSTING CURB S � �� � (� �r �� �� �� a�, ;� �� /` / AND GUTTER PROP. FINISHtD „URFACE FS 50.5 � "� � � r4 � � / � � ' FG 48.5 /1 " j ; j � FOR uTi��Tv PROP. F!NlSNED GRAaE ` h p � � __. �• �/ CJ� a � � �` ;'�� i 1 jj DETAIL SEE ' '� 6'' r' ao'� % / U �..ABQVE LEFT � x � _. r '�� �� 1 � � r � o��'' 1 l � o �l F(NlSH FLOOR FF 63.5 --- . � i C3) � r� i ; , � Q/ 1 � � ,.. z � o� PRaPosEo �; � , ,;` ' ._-- i �� � ,'�� � - � ' � i ; �M� % �' ` � o`� � �p ��2 coNCREre EXlSTING �'ENCE y x � —� i ,i w. y� i ,�ti y't1 � � ��t,�„ .2m � � / x � _ l . r � � V-DI7CH � _ ..r. � ._ .._ ._ F , ` � t' �i � � � /� / - G O� X �:s i , � . i`=. ,. ''x x :.. � � j' . � ' / . � � i � ,� � � � C ' �C `L R w (Y cQi C,i N . _ , P�a�. n�A��v �rpE ' x x� � �� - _ , , , � � ���" � ,C1,`� ^ � � , ; i i o i /i & n, � ! x { s / �, � � t `, �GL �'Ii �'? � .. 16 � w� � �-- -- _ � � , �r��/22b3Q .o, t � , � � �r � Pfi'OP. RETAINlNG WALL � � .. _.�,�,.� � �1; � ; � � x�x x�1� �- � % �r � - e ' e � � o,� , �� �� � r . � t3 � �� , �� x=x x '� ��� < J i %, �i `/�"� _-- - - ��,T,��'�gAO, Q�_- �'' �s �v� �. � � � E�'�pY PROPOSED RETRININCy WALL , � r x x� ��% � �'` - r� � �� % ��'i.'; � , ,v� ; � P s,. �/ � ,i � x x � - . , .,._..---- „ , / � , . —4t3ts1--- ,q . / i � � � � U ,� �j` ,� ..-- � UNDER SEPERA7E PEftMIT min. � � �� x x x � r � ; � r---_ �� s _ � o � a� .-. �'` v��✓ � a° PRoaose�z.��max> PROPOSED STRUCTURE i . ? ;%' `, , v.� . �' f PL CURVE DATA '�i f/ , i ._ . _ ss 2� � � �' \. �.r � '+ C� min. < x v � �; / , — r N , A �� F x x <� � R=uss.oa �% � / /;%i� , • C �� _ r JP --' "� s� FI�L S�OPE , �/.- i � " � � /�.. "� ' �� r ,. , , � , ._ �1�� . ,.�.laG3 E Gr`GS'�, ; a k x x � �,. . __ -, � i � .h 1 �/�� ... ,.. / x x r� ... ' , i f • i .__ -. _ __Q - - �1� � S .E7< <�`.t' ;"' ,✓�- r�% .;P'-:✓i�/�;�lk! �/!''� � �;�. .. ,. .,. .. A�i1°10'41" i ; , r � � ��,/� 'Y �. �oc- � \ i � 'Yii i Eiu ,r i �H� r� :. . . � .:. x \x x�x z �' l� 1=303.57' %� �% / k� ,' ' � ' �f� � ' ... � __.�.. � .'� „�Y `L '�i �i i3��1�1i ��� ��5''f�i`"i::�y������ r „��g',`� .� . , . �` .. . .. �(� �x� x x x x\ � � �� /, i �--_ _.- � a- � , �a� \ �i - PROP�SED SLOPE , .�,,u� i, �',, Y� ,,,�� ��" � �,�� ,- � � `4' � x x, x x y x�� � ,,,,, -' `, �'' � %��// -�i,�/.�' �,,/ i/��,'� _ _ _ .._.. � "�i ,-r'S��' �, � . X EXISTINGF! EHY RANT �'* �" �jr��' �7;'� 3�/��r�f �����j �f'%;�s - � f � � x k x x x r ..- , , // �-- � _. � � °r�,k., TE IN PLA ` PROP09ED _. s� � - . rr ° � � � � x x „x� y� x ...- ,� �/• �// �'/i�/y,s,,?�', /i /, j i . �, . __ � � � ti �, G DRAINPIPE � s � '! `; A `x� `xx �:xx��'�,� �' '�i,�� I�i� �i"`�,/��/, � l' _ ` ��� _,,,� � '� �` � �r �`.A ' ��+ �� DEPTH VARIES � . .. - _ A. I, � �� 15.6 f ��- _ , o � , . , : . �� � � �,,,/, . i ,�� , r i..!�< r ., �. � ��' , ; � ���x ,xxxxxxxxx�x'` X ,' �/'�//, i�/ /�// /'1yA�% � ,i� . �-� `�o-F � � -,=�j�'� � P � ,� ,�. � � �.2 O PROPOSED CONCRETE FLATWORK �«�_� �r 1 / : X H % / T X % �'`:^X\ \ I ...._ , l �i� //` .� �/�/%f�/��j � ,,� � .'�r- ��Q_.. _ l � � LI� �. 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APPROVAL OF �+ �+ � � ��,�f�� � �� �, � �;,�„ � "� '= THtS PLAN BY Tfit€ CiTY OF TEMfGULA, EASTfRN MUN(CIPAC �+�V�L CONSUL ��NV WATER DISTRICT OR RANCHO CALIFORNIA WATER DlS7RICT DOES 262r GREEN RI f1ER RD #105-2C19 CALL: TO�L FREE <.y' NdT CONST1TllTE A REPRESENTAITON AS TO TNE ACCURACY OR � — �oa 'a� 4 r��i �� �� ��y � 3� UNDERG OUND UTILITYEPlPE RN S7RUCTURE WiTHiN�tNE o M 7SY CORONA, CA �G�882 G t= � � ���{ Of TNIS PROJECT. TFtE CONTRAC70R IS REQUIRED 7Q 7AKE 714 392-I2/9 `1C? I �y A L L D U E P R E C A U T I O N A R Y M E A N S T O P R O T E C T T N E U 1 1 U 7 Y �JA VEI.'r'WW�B. ORG TWO WORKING DAYS BEFORE YOU DIG ��2d0 �CAS CH BASSN C1NES NOT Qf RECORD OR SNOWN ON TNlS PLAN. BILL VAnr�FrvBFRG �D 16—C?949 CONSTRUCTION REC�RD �arE av R�visioNs ACC`D �{ pp �g a�aw�� BE����'°'� IVI!"�Rf� �j�J�L: ���+t�'�:5;��,F{ Designed By Drawn By Checked By g No. S�A�E �,� �,., ev ev ,�o CITY Uf TEMECULA DEPAR7MENT OF PUBLIC WORKS �����Q��O� 1" IP Ft�USH AT THE RAD6liS POINT v�, r _� � _�_ HorEzontal JAc�oeL�h 1 RECOMMENDED BY; DATE. 1/ 4 /L OFTHECUI:DE-SACADJACENTTO `% ��BRYAN �: PI repared Under Supervision Of Inspe�tor �-�EPRaPE��Y � =>_20, °� R���601 � � , , 31906 CRLLE ELENITA � - Verticai * k:��E� � � Date 11 - 7- 16 accEP-rEo BY: � Y""— DATE: It i �:�� ._,; :-� p R. P A R C E� 8 P.M. B K. 1 , P A G E S 4 4�4 6 �����,{� E�ev - ta2�.00 �s �; L THOMAS W. GARCIA � � ' '°` ��.� 12'�'�'6 � � �� 3'� ���� � DIRECTOR OF PUSUC WORKSICITY ENGINEER �, :;�� � �' AS NOTED � t,� ;�t�t��" R.c.�. 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'" 2,. f� i / . . i � � ,< i . � � � , . .. . :; i;� � / N�"� r',i,J'. �• � y x � „ ; s , � rr „� � �� � � � �� +y � � y Flber rolls �� �:,, �� � , � 3 ,� '�' -� „ a`� %-3. � { �^ � - _ i � �'�M 4 �3 4 V J! ��Ij' � �I✓J ' �z b � . , , i , � �. �� s��',' � i �-,� � , r � � � � 9'F ��fi°O� ��i ,. .. � � :C /��'� , � : . , , . .. . S i 3l ♦�wi/ � ..;> r ' ' ",,; .,, � . ;� , ; ,, i _ , , � �,..( . y • ((1 i�i4g4y/i ' � % � ' ' `,� ,:� ,� , �,, � ._� . . � .� a a�,.,..,..� ����������� � � ... . �, > i� � .n � . � Y .. �k Flbe{f011 i i���� ,. .",, ' � ,t „ . �;: ',- ; . ; � ,� � _-;. , .; ; � 3 �. . � � � ' 8„ IYtiit �i�9��i ��'���i . , �.> , _x �,,, 'i .< � q � � ... � � a�0@S VBFtICa� Sp8CIf1 y /i�i'i�i����� � � . �' ... � � ..^`^.r �y+ 9 i4�i"'�y��� •• � � '� �� � : . _ - . `E � ' -� � i '� , " ,-' � �. - 1> >, ,�.. ,.: k" � � aCB Of�t @ S�OII��h8 � �i���r�i� y / % , fi '� �� , ; ' � �� '� � varies betweep Instail a 4iber roll near , �- , , , � . ,-aa � �. "� , . ' < . , , , ' _ s, . � , ,, ,.. , _ , , , , . � -,: .;. � '" , .. , ; �� ��. �� �� ��y. 8' arrd 20' slope where it transitions . . � � � ,' „ � � �, � , ��� ;., into a steeper slope �, , �� h , . i � � � ,�, k _ �� x r."., e. �,_„-:w ......r : _,.,..,:. � ,,.._.�. ,: ..� u� ,,_�s—am-mas� � �a��s�c�r�am�:za.m az��,+r:ratt� � t ._ _. .. � ,. - _ ; .� .- . ..._.. .. 3%4" i' , � ;_ - : � � .__ �._. , _.. , ... .. . �x�����ce���,�ea�aa%aw;'�aa��z�v!� aroe x:tt�� N . �.' . ; ,.: , ' ^- ,i. . '. ..,.�w _. @g �r, _ , ,. , , ; �' > ` � _,.. .- � mao 4stak TYPICA� FIBER ROL� INSTA�LATION � , > • ;: �- �,- =; � � � e z, a ,;r � �pacin� � � � � � � ., v: % � . �;` - ` � � IL ;, � `` A � , � ro i ENTRENCHM�N DE A � � " � ;;..� f�, ., ;�'s y;; , N. . `-.� -- FIBER ROLL DETAIL ' NOT TQ SCALE � t�dAVElBAG LAY�77 SHALL BE lNS7RLi.EED AS SHOVMi PER PLAN �2 AS OfRECTED 8Y THE qTY lN�EC70R (� JOB EMC�NEER. A. PROiA�E 2—Ht(�t GRAVEL BAGS ALOMG 70E � ALL SL�'ES. B. PROVlDE GRAVELBAGS !N SWALES AND V—DDTCHED {StNGtE BAG) aRRucArEo �+ PROPOSEO PAD A7 50' INTERVRLS. (SEE DE7APL) S7EhLPLATES EROSIQN & SEDIME�IT LEGEND ��o,_ P�� zo� a �� � All EROSMON & SEDUAENT CIN�ITR01. DEVICES SHOULD BE INS7AlLED PER ¢� CAUF�2NIA STORMWA'fER BMP (BEST MANAGEMENi' PRACi10ES� HANDB04K FOR `�J � CCMUSIRUCTION, (DATED JANUARY 2003) AS SHONM/ AT �4,�-O � NM1tl�.CABMPHANDB00KS,COMJC�lS1RUC11(NV.ASP#SWPPP SWALE GRAVELBAG LAYOUT DETAlL GRRVELBAGS (2 HlGN) (N3S) Mn tNSTALLE� PER SE-4 AND SE-6 s°� n��N SILT FENCE 1°Tp3"COARSE F9LTERFABRIC dNSTAGLED PER SE-1 jq'l CQNCR�TE WAsyou�. 1 ER pL /'f7� p��pfr(�GD QV• AGGREGATE `� t I�f / 0 /�f L/ / . � ��. ,, � �.��.6. nw���R „ .Nr FiBER ROLL � iNSTAllEO PER SC-5 �2 IN�TALL SILT FcNG� PER CASQA SE-1 430 LF C/VlL eONSUL TIIV� 3 STABIIIZED CONSTRUCTION ENTRANCE lNLET PROTEC710N GRAVEL BAG (TYP.) O INSTALL FIBER ROLL ¢7� �� 262/ GREEN RiVER R� �105-209 � ' ESC24(BES7 MANAGEMENT PRAGTICES) � - � f OR CAN USE CD29A(2}(CAl7RANS STORM WATER QUA�ITY HANDBOOKj ^ s ALL EROSION GQNTROI. DEVICES SNOULD BE INSTALLED PER CALIFIN2NIA � Q INSTALL GRAVEL BAGS 40 LF CDROIVA, CA 928$2 STORMWATER BMP (BEST MANAGEMEN7 PRACTICES HANQ�O+�tC FOR STABILIZED ACCESS %�'����f ��, � � �� :�� � � � coNsrnucr�ar, (QAr�o aANu,�Y �ws} ns sHow� ar /.`� 1fi//._;�i//. �5 MULCH/NYDRO MULCH 3,591 SF 7/4 392-1219 � � � � 4 WWW.CABNiPHANOB001CS.COMjG�IS7RUG110N.ASP�SWPPP ' � 6� CONSYRUC7 STAg�LfZED CONSTRUCTION ENTRANCE pER TC-1 1 EA WAVE�WWD�. 4RG �� BlLL VANDENBERG �D � �—O��-� �� ��CQ(U��(�(�C�(�N R��(�(�d � �DATE BY REVISiONS A���d g����'� �AR� C!'� A I � SEAL Designed By Drawn By Cheake8 By � Drawing No. J�.itiL CI1"Y OF TEMECULA DEPARTMENT QF PUBLIC WORKS �.� '��a��� 1" IP F�.USH AT THE RADIUS POINT ' 3A�QUEquh BV 8V JO OFTHECUL.-DE-SACADJACENTTO Horizonts) opRyAN RECOMM�NDEDBY: DflTE:���� ��Iq��C�Or "!'HEPF20PERTY � 9P—^�, ` R�FSSb�, P s repared Under Supervision Of 31906 �ALLE ELENITA "r � Date 11 -7-16 �d /�.._... /� � �t � E�EV = 1321.00 VerticaB �` * (,� � � ACCEPTED BY: THC7MAS W. GARCIA DATE: it � 6 QR. ��R�E(w 8, P.M. B�. � , PAGES 44-46 EXPIRES AS NOTED 1��31,1b R.c.E. No. Ex�,reg 12-31 - 2016 ����� Rc�SIC}N AND SEDIMENT CONTROL PLAN DIRECTC7R OF PUBLIC WORKS/CITY ENGINEER �:?fi�:'° R.C.E. 48279 sheet 3 of s __ _ _. __ _: _ ._ _ __ _ __ __ _ __ _ _ _ ___ _ _. _ _ __ _ _ _._ _ . _ __ _ . .